Loading...
HomeMy WebLinkAbout43257-Z ��p�gUFFOt,f� Town of Southold 6/27/2020 P.O.Box 1179 53095 Main Rd P4,1 app r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41218 Date: 6/27/2020 THIS CERTIFIES that the building POOL HOUSE Location of Property: 29821 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 14.-2-1.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/13/2017 pursuant to which Building Permit No. 43257 dated 11/30/2018 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: non-habitable and non-sleeping accessory pool house with attached pergola as applied for. The certificate is issued to Levin,David&Lindsay of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL F10-16-0035 3/3/2020 ELECTRICAL CERTIFICATE NO. 43257 4/16/2019 PLUMBERS CERTIFICATION DATED 5/2/2019 rek Ragus qj ut e Signature S�fFo1;��oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Ig o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43257 Date: 11/30/2018 Permission is hereby granted to: Levin, David 40 E 19th St New York, NY 10003 To: Construct accessory pool house with attached pergola as applied for per SCHD approval, DEC & Trustee Non-Jurisdiction letters. Replaces BP# 41775 At premises located at: 29821 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 14.-2-1.9 Pursuant to application dated 11/29/2018 and approved by the Building Inspector. To expire on 5/31/2020. Fees: PERMIT RENEWAL $619.60 Total: $619.60 Building Inspecto TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERIC'S OFFICE ' oy • �w SOUTH.OLD, 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#: 41775 Date: 6/30/2017 Permission is hereby granted to: Levin, David 40 E 19th St New York, NY 10003 To: construct accessory pool house with attached pergola as applied for per SCHD approval, DEC & Trustee Non-Jurisdiction letters. At premises located at: 29821 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 14.-2-1.9 Pursuant to application dated 6/13/2017 and approved by the Building Inspector. To expire on 12/30/2018. Fees: ACCESSORY $569.60 CO -ACCESSORY BUILDING $50.00 Total: $619.60 B - 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. New Construction: X Old or Pre-existing Building: (check one) Location of Property: 29821 Main Road Orient House No. Street Hamlet Owner or Owners of Property: David Levin and Lindsay Levin Suffolk County Tax Map No 1000, Section 14 Block 2 Lot 1.9 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Robert E. Herrmann, En-Consultants Health Dept. Approval: N/A Underwriters Approval: N/A Planning Board Approval: N/A Request for: Temporary Certificate Final Certificate: X ,check one) Fee Submitted: $ s 0.0 0 Appl nt Signature CONSENT TO INSPECTION David Levin and Lindsay Levin ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is)(are)the owner(s)of the premises in the Town of Southold,located at 29821 Main Rd.,Orient,NY 11957 which is shown and designated on the Suffolk County Tax Map as District 1000, Section 14 ,Block 2 , Lot 1.9 That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: Building Permit That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: 1 � � �,�, (Signature) David Levin (Print Name) 9 (Signa e) Lindsay Levin (Print Name) 1 UVac SO(�j�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road G Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 ,r® ® �® roger.richert(a)-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: David Levin Address: 29821 Route 25 City: Orient St: New York Zip: 11957 Building Permit#: 43257 Section- 14 Block: 2 Lot. 1.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Allways Electric License No- 5220-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel 60a A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 9 Twist Lock Exit Fixtures 11 TVSS Other Equipment. "POOL HOUSE" Notes: 2-combination smoke/co detectors,2-combination GFCI/ARC fault circuit breakers,4-ARC fault circuit breakers —2 �Inspector Signature: Date: April 16 2019 81-Cert Electrical Compliance Form.xls Town Hall Annex ' ,, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 'P.O.Box 1179 G Southold,NY 11971-0959 BUILDING DEPARTMENT J U L 2 6 2019 TOWN OF SOUTHOLD F I3 aDI�r � DEIP'f,, CER-T_IFICA_T-I-O--N Date: Building Permit No. Owner: —---= -- - -- - ---- --- --- -- ---- - -- --- - - (Please print) Plumber, Cl-e-K- Q- OA- _ (Please print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. _f � J (Plumbe ignatu Sworn to before me this day of 20 A 04 JkA J-A 0 gtt� THERESA H. NAUMANN �Ol Notary Public, State of New York Notary Public, County No. 01 NA6061497 - - - - - Certificate Filed in Suffolk Count Commission Expires July 16, 20q 1 �0��0 UTyO6 f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 ?6& k A CZWPbl cl (0 VAAa (,,oJ Om _ r DATE b&fg INSPECTOR OF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION N.KFRAMING / TRAP [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: no e(fttic., -AMA C-1 S`10 DATE INSPECTOR �o�apF SO(¢yO� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 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: aud- " 6-F IXCT06e-� DATE 9' / INSPECTOR�t oF soulyolo # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 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) rOl`\ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE I INSPECTOR�Zt - SOUI * TOWN OF SOUTHOLD BUILDING DEPT. `ycouhme 765-1802 INSPECTP ON' [ ] FOUNDATION 1ST =SULATION PLBG. [ ] FOUNDATION 2ND [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION j�ULKING RENT KS: Iw l l h 9�vakv> 0��V/ �% Auoti DATE INSPECTOR Vk's " OF SOT, # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULApa FRAMING /STRAPPING [ FINAL �� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR WE r MEN=1 It i JaW Mir OAll W - I • O 10 r, ':AMM - v w M, Ell 11 m ME PEW A2 Wm r c. n ;ter xl -'OWN 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 x TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �J Survey x SoutholdTown.NorthFork.net PERMIT NO. G Check Septic Form N.Y.S.D.E.C. x Trustees x C.O.Application x Flood Permit Examined 6 ,20 Single&Separate Storm-Water Assessment Form x Contact: Approved ,20'(1 Mail to: En-Consultants, 1319 Disapproved a/c North Sea Rd., Southampton, NY 11 Phone: 631-283-6360 Expiration 60 ,20 [E [E0V'w[E B i Ins ctor D JUN 1 3 2017 APPLICATION FOR BUILDING PERMIT Date_ 520 17 BUDDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD 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. Robert E. Herrmann, En-Consultants (Signature of applicant or name,if a corporation) 1319 North Sea Rd. , Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Robert E. Herrmann, En-Consultants, Agent for Owner Name of owner of premises Lindsay and David Levin (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer N/A (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 29821 Main Road Orient House Number Street Hamlet,, County Tax Map No. 1000 Section 14 Block 2 Lot 1.9 i Subdivision Filed Map No. Lot ` 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family dwelling b. Intended use and occupancy Single family dwelling 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Pool house with attached pergola and front terrace with outdoor fireplac(Description) 4. Estimated Cost N/A Fee l'' (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front See survey Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front see survey Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front N/A Rear Depth Height Number of Stories 9. Size of lot: Front see survey Rear Depth 10. Date of Purchase 2/17/16 Name of Former Owner Oliver Frankel and David Katz 11. Zone or use district in which premises are situated R-80 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO x 13. Will lot be re-graded? YES x NO Will excess fill be removed from premises?YES NO x Lindsay and 40 E. 19th Street 14. Names of Owner of premises David Levin Address New York, NY 10003 Phone No. 212-254-1175 Name of Architect Ryall Sheridan Architects Address 174 5th Ave. Ste 300 phone No 917-684-4121-Rodrigo Name of Contractor TBD Address NY NY 10010 Phone No. Zamora 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO x * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Robert E. Herrmann, En-Consultants being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn before me this [01 day of .1 I t r'c 20 17 C ANNE ILLIONS Notary Public, State of New York " uu04744 Si nature f ApplicantNotarY Public Qualifiedin Suffolk County Commission Expires q fig/d-V 17 �pF SO!/T Michael J.Domino,President '� x y0 Town Hall Annex John M.Bredemeyer III,Vice-President ~ © 54375 Route 25 Charles J.Sanders P.O.Box 1179 l G Southold,New York 11971 s Glenn Goldsmith a0 Telephone(631) 765-1892 A.Nicholas Krupski li�610 y��~ Fax(631)765-6641 i BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 20, 2017 t Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: DAVID and LINDSAY LEVIN 29821 MAIN ROAD, ORIENT SCTM#: 1000-14-2-1.9 Dear Mr. Hermann: The Southold Town Board of Trustees reviewed the survey prepared by Peconic Surveyors, P.C., last dated February 3, 2017, and determined that the proposed construction of a swimming pool, accessory building, shed with outdoor shower, and new gravel driveway on the captioned property are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or ' fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area 2 between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. i Sincerely, I J- Michael J. Domino, President Board of Trustees MJD:dd E t NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P (631)444-0365 1 F (631)444-0360 www dec nygov LETTER OF NON-JURISDICTION - FRESHWATER WETLANDS ACT May 1, 2017 David & Lindsay Levin 40 East 19th Street New York, NY 10003 t Re: DEC# 1-4738-04284/00004 29821 Main Road Orient, NY 11957 SCTM# 1000-14-2-1.9 i ' Dear Mr. and Ms. Levin: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: Your proposed project, to construct a swimming pool, accessory building, shed with outdoor shower, gravel driveway, install a septic system, and conduct related clearing and construction disturbance activities, as shown on the survey prepared by John T. Metzger last revised February 3, 2017, is more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required pursuant to the Freshwater Wetlands Act (Article 24) and its' implementing regulations (6NYCRR Part 663). Be advised, that all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, all excavated sediments must be contained on your property and prevented from washing into the street and subsequently into ' the wetland. Furthermore, any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, George W. Hammarth Permit Administrator sla cc: BOH En-Consultants file NEWYORK I Departmentof `w Y Environmental b Conservation SEE-:STORMWATER, MANAGEMENT PLAN ON FILE WITH THE TOWN OF SOUTHOLD BUILDING DEPARTMENT IN CONNECTION WITH BUILDING PERMIT NO: 40886 i , ,.��" r` Scott A.. Russell �� ,-�� '���' SID.O.']KA�J WAT EIE, SUPERVISOR IWANAG)EM[IEN )C' SOUTHOLD TOWN HALL-P_O.Box 1179 } 53095 Main Road-SOUTH OLD,NEW YORK 11971 'jjy� -r� Town of Southold 1 - 1 CIL&PTER 236 - STORMWATER MANAGEMENT WORD SHEET t j J U N 13 2017 (TO BE COMPLETED BY TBE APPLICANT) cr—mvozvlc--ANY--or-TflE__M- LICOVnNGc— ._-_ ' Ycs No (CHECK ALL THAT APPLY) ❑❑ A. CIearing, grubbing, grading or stripping of land which affects more _ than 5,000 square feet of ground surface. ❑❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area- El rea_ ❑❑ C_ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ El 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. ❑ ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square i 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. E swered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, e, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your pr*cL swered YPS to one or more of the above,please submit Two copies of a Stormwater Management Control Plan mpleted Check List Form to the Building DcpartmjenLwithyouur Building Permit Application, S.C.T.M. �: 1000 Date- " (Property O ncr,Design Profemonal,Agent,Comraaor,Other) D'wrk[ Jif NAME Robert . Herrmann, En-Consultants,Agent 14 — 2 1.9 P,�" - -- srClion Block Lo[ DCP,',1?1'[t!Et�,i 1,"A_ ONLY ianrr.[Info,rninorr 6 1-283-6360 Reviewtd By Uale Pronorly Addres5 / Location (ACoi»trurtxm :Fork — 29821 Main Road -------`---- rlppi,,v,-d for proce>,[n;Buddmg Permit Slorrnwate r MV wagcmuni Control Plan Not Rcgoircd Orient, NY r .7f n ill•t,l l,,r �.l„nor,cat�,l; LeGtrv! �io,l,�D`^y'vlri'il if orwCrJ to Frlgi e. m;i�epa[tnlenl for cT-� 41 A APPLICANT S.C.T.M.#. 1000H,��] (Property Owner,Design Professional,Agent,Contractor,Other) bQSUF�Qk C11LIr TER �36 � 2 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST Section Block � �Lot � NAME ��0-Of W z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.- �e�erem Date: * The applicant must provide a Complete Explanation and/or Reason for not providing (1512�3 f�3(�D �3 0� �� all Information that has been Required by the following Checklists "g,-lum Telephone Number 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. O00 e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum z Intervals) DRAINAGE INSPECTIONS ARE REQUIRED g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. Engineering a - 60 before h. Spot Grades & Finish Floor Elevations for all existing& Backfill, OR ProvideEngineer's Certification proposed structures. that the drainage has been installed to Code. I. Location of proposed Swimming Pool and discharge ring. 000 1. Location of proposed Soil Stockpile Area(s). 000 k. Location of proposed Construction Entrance/Staging Area(s). 0 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 that the stormwater improvements are sized to capture,store,and infiltrate EROSION &SEDIMENT CONTROLS on-site the run-off from all impervious surfaces generated by a two(21 inch Shall include 0�0 rainfall/storm event, b not be limited to: 3. Details&Sectional Drawings for stormwater practices are required for approval. I.A.1irs Backed Silt Fencing, stabUlzatinn A rp nV\17r;-3, r_-1 Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance&Site Access. DA AA43 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) �0� U VN ju" 13 dull d. LeachingStructures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERIN ART N 0 Y**** 0 Additional Information is Requires� SO,��®Y�� Reviewed & Stormwater Management Contro -an is Not Complete. Approved By- - — — — — — — — — — — — — — — — — — — — — — — — 1 Stormwater Management Control Plan is Complete. Date (3 /� l SMCP has been approved by the Engineering Department. FORM # SWCP C5eck List -TOS MAY 2014 FFot'r BUILDING DEPARTMENT- Int iL j(l is� �ff[F TOWN OF SOU LD D Town Hall Annex - 54375 Mai I�ad JO Box 1179 ((((���� �y • �� Southold, New York 11971� �91 1 2019 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(aDtown.soutbctd:. =f u APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: �— Name: License No.: SZ ME email: Address: Phone No.: 3 JOB SITE INFORMATION: (All information Required) Name: Address: C� 9 Cross Street: Phone No.: • Bldg.Permit#: 2 �v"� email: T YJ Fax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please PH Clearly) a 09 Circle All That Apply: r Is job ready for inspection?: YES 1 NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION AG �3 �V� •- 82-Request for Inspection Form.xis 70 I//t l 9 sg Foil( Town Hall Annex ��+4 ��!. Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 z Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TY;-PE CONSTRUCTION., PRE-ENGINEERED WOOD CONSTRUCTION iANWOR TIMBER CONSTRUCTION Date: 6/6/17 Owner:, David and Lindsay Levin r. r . Location of Property: 29821.Ma'in Road;,,Orient; NY Please take notice that the (check applVable line): X New residential �AcLessoz Structure: Pool House.structure .c Addition to existing'residential structure Rehabilitation to an existing residential structure to be constructed or performed at the sukiject prooerty•reference above will Utilize (check applicable line): Truss type construction (TT) X Pre-engineerdd wood;construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including-girders and beams (F) X Roofframing (R) Floor and roof framing (FR) Signature: Dame (person submitting this form): WILLIAM RYALL _Vv� Capacity (check applicable line): Owner _ X_____ Owner representative TrussResRegl5 docx Effective 1/1/20 15 ®��OF SO(/jyo� Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 l��®UNT`(,� BUILDING DEPARTMENT David Levin TOWN OF SOUTHOLD 40 E 1911 Street New York, New York 10003 October 28, 2019 �l RE: 29821 Route 25, Orient P NOTE: $54.40 due for amended plans approved on May 2, 2019 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. t� I �v Plumbers Solder Certificate or Pex Affidavit tAn Trustees Certificate of Compliance. (Town Trustees # 765-1892) L+CA Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43257-Z Accessory Pool House pF SOVTy®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 %" � �C4UNT`I,�� BUILDING DEPARTMENT September 6, 2019 TOWN OF SOUTHOLD David Levin 40 E 19th Street New York, New York 10003 RE: 29821 Route 25, Orient TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. A/6 p X Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Lan Final Plannin Board A roval. Plannin # 765-1938 6 9 Approval. (Planning ) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or engineer BUILDING PERMIT: 43257-Z Accessory Pool House ` yl PROPERTY TAX MAP#: 1000-14-02-1.9 GENERAL CONDITIONS: V 5.Access to each tank or compartment of the tank shall be provided by a manhole and a cover with an inside dimension of at least 20 inches in PROPERTY OWNER: 1. Installation shall comply with Suffolk County Department of Health diameter,and in compliance with 5-111 and 5-114B-7 of CDHS Residential O NAME: DAVID &LINDSAY LEVIN Services'Regulations, Standards, and Requirements,and shall be strictly in Standard 2016.All openings shall meet the following requirements: d PHONE: 2122541175 accordance to the manufacturer's instructions. a. Openings shall be provided over all inlet and outlet pipes E-MAIL: rzamora@ryallporter.com b.Where extensions are required,they shall be watertight STREET ADDRESS: 29821 Main Road 2.The installer must hold a current Liquid Waste License pursuant to c. Septic tank&I/A OWTS manufacturers shall provide a label of ORIENT, NY 11957 Chapter 563 Article VII (Septic Industry Businesses)and Endorsement J noncorrosive material in prominent location at each access opening O (Innovative and Alternative Treatment System Installer)through the Suffolk to warn"entrance into tank may be fatal" County Department of Labor, Licensing and Consumer Affairs, pursuant to rz SANITARY SYSTEM DESIGN: Suffolk County Code§ 563-79(11) (J).The Department of Labor, Licensing, 6.All wall penetrations shall be connected to the tank with a watertight sealed 0 and Consumer Affairs maintains a list of ligui waste license holders. flexible joint and the pipe gasket shall be fastened to the pipe with a stainless V MAIN HOUSE �„ steel retractable clamp. m #OF BEDROOM: 4 3.All installed I/A OWTS are required to have an initial 3 year warranty. a) 2 ADVANCED TREATMENT UNIT: SINGULAIR TNT-500GDP BY 7.Where a tank is in sections, it shall be sealed w/one(1)inch butylrubber a) c NORWECO 4.All installed I/A OWTS are required to have active O&M (Operation and joint sealant which confirms to ASTM C-990 (D I/A OWTS CAPACITY: 440 GAL.PER DAY Maintenance)Agreements between the property owner and service LEACHING POOL: (1)-V DIA.X 12 FT provider. SEPTIC TANK&I/A OWTS INSTALLATION STANDARDS 1.All applicable recommendations provided by the manufacturer shall be ACCESSORY BUILDING 5. Service providers must report all O&M activities to SCDHS (Suffolk implemented. #OF BEDROOM: 0 County Department of Health Services). BLACK WATER SEPTIC TANK: 1,000 GAL. 2.The septic tank&I/A OWTS shall be installed level in all directions(with a GREYWATER SEPTIC TANK: 1,000 GAL. 6. Covenants may be required on properties where I/A OWTS are installed maximum tolerance in any direction of+/-one quarter inch) on a minimum 3 LEACHING POOL: (1)-V DIA.X 12 FT requiring: system replacement in event of failure; O&M requirement; access inch thick, unless otherwise instructed by the manufacturer, bed of properly to DHS inspection/sampling on quarterly basis if needed; other requirements leveled and compacted sand (free from rocks) or pea gravel. Backfill shalfbe a, that SCDHS deems necessary. placed around the septic tank&1/A OWTS in such a manner as to avoid N Q m damage. Backfill shall be free of large stones, stumps, and construction SUFFOLIC COUNTY DEPARTMENT OF HEALTH SERVICES 7. Performance Standards for I/A OWTS Technologies: debris. PERMiT FOR, 0I/hL 0 CONia T e21CTlO;d FOR R I/A OWTS must meet treated effluent concentrations for total nitrogen of ',,p ` F,__c; nineteen (19)mg/L or less. 3.The top of the septic tank&I/A OWTS shall not be located greater than two E >, d,sa t,�L�' ''`'� /s"'"'DANCE ` and half feet or less than one foot below final grade. For septic tank& I/A z >, 0-01 Hom-p, SEPTIC/TREATMENT CONSTRUCTION CRITERIA: OWTS with domes, the top of the dome shall not be located greater than two 5 .,a Y 1. Concrete shall be minimum 3000 psi, 28-day compressive strength test. and half feet or less than one foot below final grade. °' u> a DATE 5 2./ Ib j-®, E6, C o "fib-�3� 2.Septic/Treatment a_ o o U GENERAL NOTE i. All walls,floors,roof and access covers shall resist an applied force 1. Before any execution,verify on site, if applicable: APPROVED of 300 pounds per square foot(psf). -GRADE ELEVATIONS ii. Non-concrete prefabricated septic tank&I/A OWTSs shall conform -HOUSE TRAPS AND WASTE LINES LOCATIONS AND INVERT TOTAL iNIUM SEDROOMS Z9to the International Association of Plumbing and Mechanical Officials ELEVATIONS EXPIRES THREE YEARS FMA DATE OF APPROVAL "American National Standard for Prefabricated septic tanks"ANSI -LEACHING POOL, IF EXISTING, LOCATIONS, SIZES AND Z1000-2007 and any updates thereto. ELEVATIONS iii. Each septic tank&I/A OWTS shall be identified by the manufacturer -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR and display the following information permanently marked at the inlet STRUCTURES �� INSP� end of the tank- ABBREVIATIONS: ANY TREES WHICH MAY AFFECT TO THE I/A OWTS ABBREVIATIONS: FOR SANITARY Y 1. Manufacturer name or logo 9 INSTALLATION 2.Capacity and number of openings & AND �.�® PA3. Maximum design load 2. Garbage disposal units shall not be installed with a I/A OWTS. co @ AT 4.The date manufactured. :3 BW BLACK WATER iv. HDPE covers and risers are required to be used on non-concrete 2 CONC. CONCRETE septic tank and optional on concrete tank.They shall be set at E C.O. CLEAN OUT Sr.E ATTACHED �P�ClAL. �®A!D!°CI®N finished grade, be locking,watertight, insect-proof, and be approved � > E or ELEC. ELECTRIC GRADING PLAN AND/®R PLOT PLAN for sewerage use. [Abandonment of existing sanitary SyStem,111�S4 be A� a�ELEV. or EL. ELEVATION orsance wi h department requirra�ent�ubmi� aG GAS 3. Septic tank&I/A OWTS shall be watertight and constructed of sound Ided€Orem M- as prOCE o GFCI GROUND FAULT CIRCUIT INTERRUPTER and durable materials that are not subject to excessive corrosion or decay. o� GW GREYWATER a.All septic tank&I/A OWTS must be certified as watertight by HDPE HIGH-DENSITY POLYETHYLENE manufacturer using either vacuum testing or water testing methods. z I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE WASTEWATER I. Vacuum testing must pull 4"of Mercury(Hg),for 5 minutes Z TREATMENT SYSTEM with a loss of 10%or less. p m LP LEACHING POOL ii. Water testing must fill tank 2"above riser connection with ��i s— rn MAX. MAXIMUM water for 24 hours, refill water to height if needed, must hold (D\� MIN. MINIMUM for 1 hour with zero loss. Q, �� C: 0 N.I.C. NOT TO SCALE b.All penetrations in the tank must be watertight using sealed flexible s ; o CD REQ. REQUIRED joints. c SCDHS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES o,U_ Ve in Q ST SEPTIC TANK_ _ 4.There shall be a minimum one-foot air space measured from the outlet W WATER C7 c invert to the bottom of the tank cover. ��( � ��' •� i= Wl WITH s`"-., �v s_s ... >t c v a� O a !— Lo SUFF.00. BLACK WATER GREYWATER OVERFLOW PIPE FROM LINE FROM d 4"WASTE 4"WASTE BLACK WATER SEPTIC TANK GREYWATER SEPTIC TANK U) 1/4"PER 12" 1/4"PER 12" TO GREYWATER SEPTIC TANK TO LEACHING PIT SLOPE MIN. SLOPE MIN. 4"WASTE 4"WASTE c6 1/8"PER 12"SLOPE MIN. 1/8"PER 12" SLOPE MIN. v ❑ C GRADE ELEV.20.0' +/- GRADE ELEV. 19.3'+/- C'n O GRADE ELEV.21'+/- � v 23.0'+/- N O ELEV.22' 10.0'+/- 7.0'+/- 8.0' U Z O cn SAMPLING v �'I F; PORT --- Q ��Z HOUSE TRAPS ST1 FOR EACH GRAY AND BLACK WATER ST2 � Q m BLACK WATER LINES SEPTIC TANK GREYWATER SEPTIC TANK LEACHING :r _ PIT ` a� O fV ZO O Z -o N � fD (O t0 �O C6 U C Y LJ>J ~ J J J J J JO L W W W W W W W �' U . > >> > > > > Z Z Z Z Z Z Z Accessory Structure Sanitary System Section Diagram N.T.S. OF HEALTH SERVICES SUFFOLK COUNTY DEPARTMENT(( ] YED CD nEFER NCE NUMBER: _ FOR SPECIAL CONDITIONS � ,� SEE DRA1r1lINO#�®F > CiCJv n. J REVIEWER'S INITIALS o - w O � ®q C7 4) o C� O »� o cc v M0 $,%e •® 0- C- w REQUIRED SIDE SETBACK r : ;. 1 SUFPOLK COUNTY DEPARTMENT OF HEALTH SERVICES U)APPROVO o /- •ri- l/ / IEFEIpVE tlUq �E� 0O Jq ( E 9 / I SEE 6 AWING/OF a) DRYWELL i FOR SPECIAL CONDITIONSv U) Cl) ��/� II REVIE1 IE ' DRYWELL I ,--- / R S INITIALS: IQO' hr \Y, ' ZI / � 1 Co 4U ul � r T ' PROPOSED DRIVEWAY / a; \ r .8116 La °a CD d O O U 3 3 3 3 I t I POTENTIAL LOCATION FOR''' LEACHING PIT 50% EXPANSION'.; , - < ' LP 8' -Hal' ST1 e ip i ST2 \\ j a) co LEACHING PIT O 8' DIA, 12'H ,''y 23 y�� o \� SAMPLING PORT N 1000 GAL.MIN, GREYWATER SEPTIC TANK 1000 GAL. MIN. BLACK WATER SEPTIC TANK „ •:! ; I /'� c W/OVERFLOW TO GREYWATER DRYWELL L z -- ------------I----------------------- --,;- . -��;.; -------------------- ------------ REQUIRED SIDE YARD SETBACK O co ED >s M,J' CIVA L i ' N PROPERTY LINE - — - - - - - - - - - - - — -; - - - - - U la SANITME Y SYSTEM LAYOUT, Accessory (P -p18A� 0 ° a � 0Lo - 1 SUFFOLK COUNT'S DEPARTMENT OF HEALTH SERVICES � U APPROVED CU REFERENCE NUMBER 10- 16-0®35 E CU SEE ®I AWING ®FFOR SPECIAL CONDITIONS REVIEWER'S INITIALS: o � MAIN CONTROL PANEL = O HOUSE "SERVICE PRO j?C6 CONTROL CENTER" (n z VENT TERMINATION W/CHARCOAL FILTER 4"WASTE 4"WASTE 1/4"PER 12" UNDERGROUND 2"MIN.VENT PIPE 1/8"PER 12" SLOPE MIN. SLOPE MIN. UNDERGROUND SAMPLING ELECTRICAL LINE PORT rn "' cNQoo GRADE ELEV. 30' i r, 561+/- 8.0' ` ELEV. 31' GRADE ELEV.29' +/- GRADE ELEV.29'+/- c Il z � C U - - - ---- - - - - - - - - -- o m L° r ILn POWER SUPPLY I/A OWTS CONNECTED TO SINGULAIR DEDICATED 115 VOLT AC, TNT50ODPS SINGLE-PHASE, 10 AMP LEACHING MIN., 15 AMP MAX. PIT CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL a, OF THE HOUSE L6 6 Ui N N N N w w w w o x ir F-- _ Y Uj W W wU Z Z Z Z o N n J Cl Main House Sanitary System (I/A OWTS) 1 Section-Diagram > N.T.S. Z o �° D q C7 o y M. >, c a' 2 [2l (� C/) CD 2184 O N OF <t CD a. is, . N AREA OF ACCESSORY STRUCTURE AREA OF MAIN HOUSE I/A OWTS LAYOUT TEST HOLE SANITARY SYSTEM LAYOUT CD ■ ' I I N/O/F 2 1 �\ ;00 I /^ ` CECELIA&PARVIZ LALEZARI h 0 1168.21' N1 5009'20"W r, , ` 1141x// -- S DE YARD '-------- ----�-- —. - . ;-=- — -` — r � __ \ — — �� I .1`'� , dJI I� � m I SETBACK \' /"'' D' U r/r/ / I W -N ,Illll,,,, A 2 C n nu,fillhp O Q PROPOSED END OF ,` I;' '_�/�, -�1 I cM O �1 Q N/O/F I I I E'XISTOr-FlOAD 'y}j` `� EXIS ING , _�,'Q I m+ I , r I co ° SOUTHOLD TOWN OF I I r;' \ WELL ' m1_� �_ z O I p NATURE CONSERVANCY I I / / '3'�-iL:'. ' I`. ' ;;/,' ; / w Z coI, 0 WI cj7 i !- , I1----- ------- /-----L---- , L-- -, -- DE YARD SETAACK T-----. -- --i - � ----� -_ -- - I ■ ■` n` SI ��'qq� {{ i _L 4 --'� J0. - �'� I� I I�il i�'i — Lf) N / CDr = V 1160.3'S' ;r // S16°19'15"E E N/O/F `� z ami - EDWARD &JOAN PRAGER �o�/ �; ' \\\ \ o @ s cc a. ❑ ❑ U EXISTING / / j I I \ \\\ \ �•� WELL/ L JF, -------------------------- •---_----- TEST HOLE DATA ' McDONALD GEO SCIENCE 12/21/95 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES EL. 27.1' AP � E BROWN SILTY SAND SM i{I d -IG-0035 ❑ REFERENCE NUMBER: 4 = FOR SPECIAL�OI�I�I-I�I®SIS BROWN SILT ML -❑ SEE DRAWING# L. OF > 4 8` CL J REVIEWER'S INITIALS. BROWN SILTY SAND SM r - +- Z 29' -o O m WATER IN BROWN SILTY SAND SM L- -E is 30' ?req EXCAIE'A ?� INSF'ECTiON I WATER IN PALE BROWN FINE SAND SP N 2 SITE PLAN IS BASED ON SURVEY BY PECONIC SURVEYORS PC. DATED APRIL 19, 2016 BY LTH DEP&A Nt 38' WITH SITE PLAN PROVIDED BY RYALL PORTER ARCHITECTS U M. NOTE:WATER ENCOUNTERED 29'BELOW SURFACE n SANITARY SYSTEMS LAYOUT KEY PLAN N 1 100-0" CL to r � E O S1QE YARb SETBACK' 1'•. U ------ �--- - -------- FOLK COUNn/ F.rEN"A5TR�� 144T OF HEALTH --,w w w w w w w w f- -------- - ---- SERVICES ca ', � w\ . . - - I •� � --SUFFOLK APPROVED _,_Imo.RE _• cu REFERENCE NUMBER: !2J 0- !6-0035 U) a� I > : SEE DRAWING# � OF 9 FOR SPECIAL CONDITIONS o \ I \ REVIEWER'S INITIALS: c o N cu M _j co , I i % gra •f,•-.-• , \ / rr, a—?- - •..�. -". I ` �/ � .` ti , i i - • ' -Wim` 7--'/ `� i � r : ECD >, ELEC. CONTROL PANEL , / �" ami 3 AND GFCI DUPLEX OUTLET IN WATER SEALED CASING ° o o V UNDERGROUND ELEC. LINE FOR I/A OWTS W/CONDUIT OVER CONC.TANK-�_ E E E E 0, E E- E E E� L , , k r I/A OWTS / ccn / NORWECO SINGULAIRj TNT500GPD _ / SAMPLING PORT , Q 17'+/- ; ; °' > LEACHING PITeb �.' DRYWELL i TYP. o i V DIA, 12' H i LP r il— SIOfYARD SETBACK ��-------�T---------_ — ------- ' + 1 PIPED TO THE EXTERIOR / �p`S® L ; � l 2 MIN. UNDERGROUND VENT, �� (' o SIDE OF THE HOUSE, UNDER THE DECK, SEAL JOINTS, c `y SLOPE DOWN TO TERMINATION AT 18"MIN.ABOVE �<-�C � Ir S ori POTENTIAL LOCATION FOR � .�, N •j o N + GRADE, 3 MIN.DISTANCE FROM ANY OPENINGS,WITH a°,i �, LEACHING PIT 50% EXPANSION m a CHARCOAL FILTER. ("Sweet Air"by https://sweetair.com/, or L = s t- EQ.) U° c_ — — - - � U ca — � a �� E 11 PROPERTY LINE - - - - - — — — — — t c vCL Lf) � a 1 I/A OWTS LAYOU , Maln House 00 CD CD I I FROM —�__ — — (� + FROM �__ (— —} — —}— — {— / _ TO LP HOUSE TRAP `/ / HOUSE TRAP \ I I p E a) FROM STI �i I COVER TO GRADE m�� IF DROP"T"IS USED U) z ON INLET COVER TO GRADE LOCKING CASTING I LOCKING CASTING Z¢ IF DROP"T"IS USED TO GRADE z TO GRADE ON INLET 20"MIN. iv; ( 20"MIN. N I COLLAR AS REQUIRED COLLAR AS I INLET FROM STI I _ REQUIRED SEE LAYOUT FOR LOCATION MIN.4" DIA. _ MIN.4"DIA. —� MIN.4"DIA. CLASS 2400 CO —� CLASS 2400 INLET FROM CLASS 2400 n PIPE OR INFLUENT �r OVERFLOW PIPE OR HOUSE TRAP - 'v EFFLUENT PIPE OR z EQUIVALENT r EFFLUENT EQUIVALENT v EQUIVALENT ami 0 PITCHED MIN. TO ST2 PITCHED MIN. 1/8" MIN.4 DIA. oo PITCHED MIN. 1/8" o °' � °' m B r- 1/4" 1/4"PER 12" i PER 12" PIPECLASOR400 PER 12" a U EQUIVALENT _ a MAKE DROP"T" PITCHED MIN. "� MAKE DROP"T" ACCESSIBLE FOR 1/4"PER 12" ACCESSIBLE FOR MAINTENANCE MAINTENANCE BAFFLE WALL MIN. 3"SAND OR BAFFLE WALL MIN. 3"SAND OR PEA GRAVEL PEA GRAVEL n Septic Tank Detail for STI (Black Water) n Septic Tank Detail for ST2 (Greyvvater) N.T.S. N.T.S. SUFFOLK COUNTY DEPARWENT OF HEALT14 SERVICES o �{2'§a- K 0 1J 2 C: REFERENCE NUMBE- T O'7 ai ` a J SEE DRAWING�,OF FOR SPECIAL CONDITIONS ' REVIEWER'S INITIALS: z O a �D C7m `°' o• C a\S M. c/lea C � � N a) c X1846 !✓ o F N I NORWECO FRESH AIR VENT ASSEMBLY TO BE REMOVED AND GENERAL NOTES: CAPPED(NOT USED) O INSTEAD, INSTALL 2"MIN.VENT 1. SINGULAIRS/AERATOR,AS TESTED AND ACCEPTED BY NSF, OPERATING 60 MINUTES ON/60 I PIPED FROM THE SIDE OF RISER MINUTES OFF. U TO THE EXTERIOR SIDE OF THE 2. FALL THROUGH SINGULAIRS/PLANT FROM INLET INVERT TO OUTLET INVERT IS FOUR HOUSE, TERMINATED AT 18"MIN. INCHES. INLET INVERT IS TWELVE INCHES BELOW TANK TOP. ABOVE GRADE WITH CHARCOAL OPTIONAL BLUE CRYSTAL 3. ON DEEPER INSTALLATIONS, HDPE RISERS MUST BE USED TO EXTEND AERATOR MOUNTING FILTER."SWEET AIR"BY CHLORINATION SYSTEM CASTING AND BIO-KINETIC®/SYSTEM MOUNTING CASTING TO GRADE. INSPECTION COVER ON N http://sweetair.com, OR EQ. PRETREATMENT CHAMBER MUST BE DEVELOPED TO WITHIN TWELVE INCHES OF GRADE. OPTIONAL BIO-NEUTRALIZER 4. TANK REINFORCED PER ACI STD. 318. SINGULAIR AERATOR DECHLORINATION SYSTEM 5. ALL COVERS AND RISERS AS PER MANUFACTURER'S RECOMENDATIONS AND IN COMPLIANCE Q a z_ WITH SCDHS RESIDENTIAL STANDARDS 2016 SECTION 5-111 AND 5-11413-7. ' UNDERGROUND w 6. CONTACT THE LOCAL, LICENSED SINGULAIRS/ DISTRIBUTOR FOR ELECTRICAL POWER SUPPLY 'v io Z REQUIREMENTS. m c w m•- ENTRANCEw (n w m AERATOR: —U 7. UNDERGROUND POWER SUPPLY MUST BE WIRED FROM THE AERATOR TO AN APPROVED APPROVEDp ? SINGULAIRO CONTROL CENTER. POWER SUPPLY SHALL BE IN CONDUIT OVER UNIT. SEALANT SEALING OR ® ¢ 04 8. SINGULAIRS CONTROL CENTER MUST BE WIRED INTO A SEPARATE 10 AMP MIN., 15 AMP MAX. CIRCUIT BREAKER AT MAIN ELECTRICAL SERVICE PANEL IN THE FACILITY. DEVICE 9. AERATOR AND AERATOR CONTROL CENTER MUST BE PROPERLY GROUNDED. EFFLUENT - " p 10. THE LOCAL, LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE. INFLUENT o - _ ~ 4"DIA. 4"DIAMETER EFFLUENT BIO-KINETIC SYSTEM: rn 11. AFTER INSTALLATION ALL CHAMBERS OF THE SINGULAIR TANK SHOULD BE FULL TO THE ti INFLUENT c - LINE co N m LINE °O FLOW LINE WITH CLEAN HOLD DOWN WATER. Q1' C7 12. INTERNAL AND EXTERNAL PRESSURE EQUALIZATION ON THE BIO-KINETIC SYSTEM IS MANAGED AUTOMATICALLY BY THE DRAIN VALVE AND FILL VALVE 13. WHEN USING OPTIONAL CHEMICAL FEED TUBES, INSURE THE BLUE CRYSTAL®CHLORINATION FEED TUBE IS INSTALLED THROUGH THE MOUNTING COLLAR NEAREST THE AERATOR MOUNTING CASTING,AND THE BIO-NEUTRALIZERS DECHLORINATION FEED TUBE IS INSTALLED THROUGH z BIO-KINETIC SYSTEM c Y PRETREATMENT THE MOUNTING COLLAR NEAREST THE SYSTEM OUTLET. c P) 0 FINAL CLARIFICATION 14. BIO-STATICS SLUDGE RETURNS MUST BE INSTALLED PRIOR TO INSTALLATION OF THE BIO- f m s SUBMERGED TRANSFER KINETICS SYSTEM MOUNTING CASTINGS. a ❑ ❑ U CAST-IN-PLACE CHAMBER PORT AERATION 15. ONE BIO-STATICS SLUDGE RETURN ASSEMBLY IS REQUIRED FOR 500 GPD, 750 GPD AND 1000 CHAMBER GPD SYSTEMS.TWO BIO-STATIC S SLUDGE RETURN ASSEMBLIES ARE REQUIRED FOR 1250 EXTENDED AERATION TRANSFER BIO-STATIC SLUDGE RETURN GPD AND 1500 GPD SYSTEMS. CHAMBER PORT 16. THE BIO-STATICS SLUDGE RETURN IS INSTALLED IN THE FINAL CLARIFICATION CHAMBER 4"GRAVEL, SAND OR DURING TANK SETTING. FINE CRUSHED STONE LEVELING PAD n I/A OWTS (NORWECO TNT500GPD) Detail SUFFOLK COUNTY DE PARTMEN T OF !-HEALTH SERVICES N.T.S. REFERENCE NUMBER: o 4"DIA. HDPE SAMPLINGl PORT W/LOCKING CAP SEE DRAWING OF FOR SPECIAL CONDITIONS U � i i \/ C REVIEWER'S INITIALS: a _j 0 a� - � Z O cc ai EFFLUENT �� ®A�L9 0ani o y�\S M•AR 2!2!.c N o + W Ec Zo TO 1/8" c ami PER 12" 'cug' CD o 2 T ical Sampling Port Detail � � �� 0 N.T.S. d) CONCRETE COVER -7,j %J CONCRETE CHIMNEY Q "' N FEMALE PHONE O NETWORK JACK p p p p p r 1 - `p, d - c ' _° f�Y. IE1dY- RHAY. (6111K R111Y. IIQIIAY- co z V At= AUM BACKFILL a a 4'nc MATERIAL TO BE ° a Q — CLEAN SAND AND I a _ _ OR z co Lu rWOR JA GRAVEL d• :, a_ A« s. °•'" r = ® ® ® < — PHONE OR W e 2 ® ® EIRE' IMPERVIOUS SOIL NETWORK CABLE m l,� E ca INLET a Lu ® E1 . a " \ a- � � MIN.4"DIA. e P", ® ®fel X, — ® ca V) c APPROVED ® ® ¢: - MALE PHONE OR �Q v- U) 0 j Q PIPE g ;. ® ®� = I NETWORK PLUG 0 PITCHED 1/8" ® ® : N" u- PITCHED 12"MIN. I a ® ® KI O ® ® ® 3'-0" MIN. 115 VAC TO POWER SINGULAIR IL ® ®0 1 COLLAR' o o — w SUPPLY AERATOR &.� ® Hl BLACK BLACK LU ®' WHITE WHITE of a ® ® ® GREEN GREEN L N ¢ m e d? O . to °• 4 ® ® O E •e a; 6'MIN. CIRCUIT BREAKER 0 Z Z r = d co LEACHING ® ®EJ al PENETRATION 1 2 oD SECTIONS ® ® a Q;• INTO A VIRGIN `: ® ®� ,, ° STRATA OF SAND ® u E >, AND GRAVEL a El AND a I O GFCI OUTLET uj W z INSTALLED BESIDE U. Lu HIGHEST Ate: da a z 9{- THE PANEL Q m B .c RECORDED HIGH GROUNDWATER --c ELEVATION fir, Electrical Control Panel ("Service Pro Control n Leaching Pit Detail 2 Center") Wiring Diagram N.T.S. N.T.S. CONTROL CENTER GENERAL NOTES: 1. CONTROL CENTER MUST BE MOUNTED IN A LOCATION THAT IS ACCESSIBLE FOR SERVAND 10. LAY THE CONDUIT ELL WITH CABLE DIRECTLY ACROSS THE TOP AND DOWN THE TANK SIDE. CLEARLY VISIBLE TO OWNER DO NOT ALLOW THE POWER CABLE TO BE LAID ACROSS THE END OF THE TANK OR ANY 2. SERVICE PRO CONTROL CENTER MUST BE WIRED INTO A SEPARATE 15 AMP (MAXIMUM) REMOVABLE ACCESS COVER. INSURE THE CONDUIT AND CABLE ENTRANCE OPENINGS ARE :3 CIRCUIT AT MAIN ELECTRICAL DISTRIBUTION BOX. SEALED. O 3. A DEDICATED 15 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOIENERGIZED 11. CHECK THE EXCAVATION AND SEWER LINE TRENCH TO BE SURE THEY ARE FREE OF DEBRIS, _ UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION. ROCKS AND ANY SHARP OR ABRASIVE OBJECTS. r- 4. INSURE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED. 12. UNCOIL THE ELECTRICAL SERVICE CABLE INTO THE EXCAVATION AND INFLUENT SEWER LINE o N 5. THE LOCAL, LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE. TRENCH. LEAVE SUFFICIENT SLACK IN THE CABLE SO THAT IT WILL NOT BE STRESSED OR a J 6. ELECTRICAL WORK MUST BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF PULLED TIGHT DURING BACKFILLING OR SETTLING. THE NATIONAL ELECTRICAL CODE AS WELL AS ALL APPLICABLE LOCAL CODES. 13. BACKFILL AROUND THE UNDERGROUND ELECTRICAL CABLE WITH FINE GRANULAR MATERIAL. 7. UNDERGROUND ELECTRICAL SERVICE CABLE USED WITH THE SINGULAIR SYSTEM MUST BE 14. THE UNDERGROUND ELECTRICAL CABLE SHOULD HAVE AT LEAST TWO FEET OF EARTH UL AND CSA APPROVED,TYPE UF,#14/2 AWG MINIMUM AND MUST HAVE A FULL-SIZE CENTER COVER. IF THE PROPOSED FINISHED. z GROUND. LARGER CABLE IS REQUIRED IF THE UNDERGROUND SERVICE NEEDS TO BE RUN GRADE WILL NOT PERMIT THIS COVERAGE,THE CABLE SHOULD BE INSTALLED IN APPROVED MORE THAN 80 FEET.CONSULT YOUR ELECTRICIAN FOR DETAILS. CONDUIT FROM THE TANK TO THE BUILDING FOUNDATION. -� p ca 8. THE UNDERGROUND CABLE INSTALLATION MUST BE UNSPLICED FROM THE LOCATION OF THE 15. ALWAYS ENCASE THE ELECTRICAL CABLE IN CONDUIT ANY TIME IT IS ABOVE FINISHED DA L ) SERVICE PRO CONTROL CENTER INTO THE AERATOR MOUNTING RISER ABOVE THE GRADE. ROUTE THE CONDUIT AND CABLE AS DIRECTLY AS POSSIBLE TO THE CONTROL �� a ° AERATION CHAMBER OF THE SINGULAIR TANK. CENTER MOUNTING LOCATION. S M.sF9�/ � C it 9. INSTALL A WATERTIGHT CONDUIT FITTING INTO THE POWER CABLE ENTRANCE IN THE SIDE 16. USE TNT CONTROL CENTER WITH CELL PHONE TELEMETRY OPTION. (D -92 OF THE AERATOR MOUNTING RISER. INSERT THE FREE END OF THE POWER CABLE L c THROUGH A PRE-FORMED TWO FOOT BY ONE FOOT CONDUIT ELL,THEN INTO THE WATERTIGHT CONDUIT FITTING IN THE POWER CABLE ENTRANCE OF THE AERATORm $' MOUNTING RISER. GUIDE THE POWER CABLE UP INTO THE AERATOR MOUNTING RISER. PULL , _ � R V •- ENOUGH CABLE THROUGH THE RISER TO REACH THIRTY-SIX INCHES ABOVE THE RISER OPENING. COIL AND SECURE THE CABLE IN THE MOUNTING RISER SO THAT IT WILL NOT HANG DOWN INTO THE TANK WHILE THE SYSTEM IS BEING FILLED WITH WATER. '--t k(n studio a/b architects (STEM DESIGN: 651 West Main Street, Riverhead, NY 11901 DM: 4 631 5912402 'REATMENT UNIT: SINGULAIR TNT-50OGDP BY 631 3231426 NORWECO glynis@studioabarchitects.com PACITY:` 440 GAL. PER DAY )OL: (1)-8' DIA. X 12 FT mailing address: PO Box 444 BUILDING Orient NY 11957 )M: 0 ;R SEPTIC TANK: 1,000 GAL. :SEPTIC TANK: 1,0 )OL: 8' DIA.X 12 FT abs , Owner: David nd Linsay Levin IDITIONS: all comply with Suffolk County Department of Health Oma} iv ations, Standards, and Requirements, and shall be r I lance to the manufacturer's instructions. nest hold a current Liquid Waste License pursuant to ' icle VII (Septic Industry Businesses) and Endorsement J Alternative Treatment System Installer)through the `T )epartment of Labor, Licensing and Consumer Affairs, property tax ma olk County Code§563-79(il) (J). The Department of 1000-14-02-1.9 1, and Consumer Affairs maintains a list of liquid waste site street address: 29821 Main Road k OWTS are required to have an initial 3 year warranty. Orient, NY 11957 k OWTS are required to have active O&M (Operation �)Agreements between the property owner and service lers must report all O&M activities to SC_ DHS(Suffolk ; ent of Health Services). } iy be required on properties where I/A OWTS are No. Description a:system replacement in event of failure; O&M ess to DHS inspection/sampling on quarterly basis if ; quirements that SCDHS deems necessary. Randafds for I/A OWTS Technologies: 'neet treated effluent concentrations for total'nitrogen of /L or less. JIENT CONSTRUCTION-CRITERIA: Y be minimum 3000 psi,28=day compressive strength Generated by REScheck-Web Software Compliance Certificate Project Levin House Accessory Structure - Pool House Energy Code: 2015 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 660 ft2 Glazing Area 33% Climate Zone: 4 (5999 HDD) Permit Date Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 29821 Main Road David&Lindsay Levin Ryall Porter Sheridan Architects Orient, New York 11957 29821 Main Road 174 Fifth Avenue,Suite 300 Orient, New York 11957 New York, New York 10010 646-809-4343 r..-- ;,,'..,+, ... ".,,'4.., :; .: �--..�� "°'+rr+—.w-;*m -cr^..y,,,;er.,.:-r,.-..�;->..,;y.-,r,.,,;—•-,4_r-.�.;rtrar•,," :+—^r"v„' "��a�4�? .,,��„' �' .',�^�"��,,Yy,'�yC �°' ,..�.°�:.,..<..�..o u . >,. , ..�..u-.,..,...� `..�ti..'..,... ; -c .✓2<�;^'°,:' ..ems_. .....,.-.n.:a..w..c:.:.--.,..'.'ti,:.sb,ue.,�..:.:.Sm.ia:.. :a...r;:• ,,... .. � �1.; -.t:A: .W Compliance- 35.1%Better Than Code ` Maximum UA- 265 Your UA. 172 Maximum SHGC. 0.40 Your SHGC- 0.36 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA Floor. Unheated Slab-On-Grade 102 20.0 0.887 90 Insulation depth: 1.0' Ceiling: Flat or Scissor Truss 520 44.0 3.0 0.025 13 Skylight:Wood Frame, 3 Pane w/Low-E 20 0.150 3 SHGC: 0.32 Wall-South:Wood Frame, 161n. ox 351 48.1 0.0 0.041 10 Orientation: Front Window 6:Wood Frame, 3 Pane w/Low-E 55 0.110 6 SHGC: 0.50 Orientation: Front Window 1: Wood Frame, 3 Pane w/Low-E 18 0.110 2 SHGC: 0.50 Orientation: Front Door:Glass 36 0.110 4 SHGC: 0.50 Orientation: Front Wall-North:Wood Frame, 161n.o.c. 351 48.1 0.0 0.041 10 Orientation: Back Window 5:Wood Frame, 3 Pane w/Low-E 54 0.110 6 SHGC: 0.30 Orientation- Back Window 3: Wood Frame, 3 Pane w/Low-E 39 0.110 4 SHGC: 0.30 Orientation: Back Project Title: Levin House Accessory Structure- Pool House Report date: 05/30/17 Data filename: Page 1 of10 Gross Area Cavity Cont. Perimeter Window 4: Wood Frame, 3 Pane w/Low-E 9 0.110 1 SHGC: 0.30 Orientation: Back Wall-West:Wood Frame, 161n, o.c. 171 48.1 0.0 0.041 1 Orientation: Right side Window 2:Wood Frame,3 Pane w/Low-E 135 0.110 15 SHGC: 0.30 r Orientation: Right side Wall-East:Wood Frame, 161n.o.c. 171 48.1 0.0 0.041 7 Orientation: Left side ` Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the RE check Inspection Checklist. wII-Ll ftA "f c. (00/6/1-T Name-Title Signature Date Project Title: Levin House Accessory Structure- Pool House Report date: 05/30/17 Data filename: Page 2 of 10 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. . Section Ptans Verified - Field Verified- #- ' Pre-Inspection/Plan Review Complies? Comments/Assumptions &Req'.ID ,Value Value 103.1, .Construction drawings and ? -]Complies Requirement will be met. 103.2 'documentation demonstrate ( i❑Does Not [PR111 energy code compliance for the building envelope.Thermal t ❑Not Observable , envelope represented on +. a❑Not Applicable :construction documents. 103.1, `Construction drawings andY ❑Complies 'Requirement Will be met 103.2, !documentation demonstrate t ❑Does Not 403.7 energy code compliance for [PR311 :lighting and mechanical systems. ;❑Not Observable 'S stems serving multiple , :❑Not Applicable s dwelling units must demonstrate ; ,compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: j❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr- Btu/hr !❑Does Not [PR2]z on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ;❑Not Applicable : d Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Levin House Accessory Structure- Pool House Report date: 05/30/17 Data filename: Page 3 of 10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions &Req.ID, 402.1.2 ;Slab edge insulation R-value. R- R- ;[]Complies ;See the Envelope Assemblies [FO111 E] Unheated ;❑ Unheated ;❑Does Not ;table for values. t3j ❑ Heated ❑ Heated ;❑Not Observable ❑Not Applicable 402.1.2 ;Slab edge insulation ft ft '❑Complies ;See the Envelope Assemblies [FO311 .depth/length. ❑Does Not ;table for values l ❑Not Observable ;❑Not Applicable 303.2.1 ,A protective covering is installed I '❑Complies ;Exception: Requirement is [FO11]2 ;to protect exposed exterior 'I❑Does Not not applicable. iinsulation and extends a minimum of 6 in. below grade. �: t❑Not Observable ; ❑Not Applicable j 403.9 'Snow-and ice-melting system JE]Complies ;Exception: Requirement is [FO12]2, Icontrois installed. ❑Does Not :not applicable. j UNot Observable I ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Levin House Accessory Structure- Pool House Report date: 05/30/17 Data filename: Page 4 of 10 Section 'l, Plans Verified Field Verified , #" Framing,%Rough-ln Inspection Complies?". Comments/Assumptions 6c Req.ID :" Value Value 402.1.1, ;Glazing U-factor(area-weighted U- U- ❑Complies :See the Envelope Assemblies 402.3.1, average). E❑Does Not ;table for values 402.3.3, 402.3.6, ❑Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products r ', ,!❑Complies Requirement will be met. [FR4]1 are determined in accordance r❑Does Not Q) ;with the NFRC test procedure or 1 # ;taken from the default table. ❑Nat Observable UNot Applicable 402.1.1, Skylight U-factor. U- U- ,❑Complies See the Envelope Assemblies 402.3.3, ;❑Does Not table for values. 402.3.6, 402.5 ❑Not Observable ; [FR5]1 ❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier !; ;❑Complies Requirement will be met. [FR23I1 installed per manufacturer's ;. '❑Does Not instructions. •,❑Not Observable s❑Not Applicable 402.4.3 Fenestration that is not site built `i "❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting t , '❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 i or has infiltration rates per NFRC `, 1❑Not Observable ; 400 that do not exceed code , ❑Not Applicable ; ;limits. ` 402.4.5 IC-rated recessed lighting fixtures �❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish i ❑Does Not and labeled to indicate <_2.0 cfm [ leakage at 75 Pa s r +❑Not Observable I❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies ;Exception: Ducts located [FR12]1 insulated >= R-8 where duct is a ❑Does Not completely inside the >= 3`Inches in diameter and >_ t" F❑Not Observable -building envelope R-6 where < 3 inches.Supply and! ?❑Not Applicable erval return ducts in other portions of ;the building insulated>= R-6 for ; diameter>= 3 inches and R-4.2 > for< 3 inches in diameter. y 403.3.3.5 'Building cavities are not used as ` "`° ❑Complies ;Requirement will be met. [FR15]3' ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.'4 HVAC piping conveying fluids R- R- ;❑Complies :Requirement will be met. [FR17]? 'above 105 °F or chilled fluids ;❑Does Not below 55°F are insulated to >_R- 3 ;❑Not Observable ❑Not Applicable 403.4.1 !Protection of insulation on HVAC ;❑Complies Requirement will be met. [FR24]1 ;piping. ❑Does Not i❑Not Observable t„ ",❑Not Applicable 403.5.3" ;Hot water pipes are insulated to R- R- '❑Complies !Requirement will be met. [FR1812 ?R-3. ;❑Does Not u ❑Not Observable C❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Levin House Accessory Structure- Pool House Report date: 05/30/17 Data filename: Page 5 of 10 Section plans Verified^. ,Field Verified Framing/Rough-In Inspection Value Vatue Complies? Comments/Assumptions, -&Req.ID_ 4016, ;Automatic or gravity dampers are i ;❑Complies ;Requirement will be met. installed on all outdoor air "❑Does Not 'Intakes and exhausts. „ a [:]Not Observable „ '❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Levin House Accessory Structure- Pool House Report date: 05/30/17 Data filename: Page 6 of 10 Section Plans Verified=r1elderified Insulation Inspection _ Complies? Comments/Assumptions & Req. 13 Value" lue 303.1 ;All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not : 1 provided. ❑Not Observable ❑Nat Applicable 402.1.1, Wall insulation R-value. If this is a; R- R- ❑Complies ;see the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the E] Wood ;❑ Wood ODoes Not ;table for values 402.2.6 ;wall insulation on the wall 'E] Mass ;❑ Mass 1❑Not Observable [IN3]1 ;exterior,the exterior insulationEJ I ❑Steel Steel requirement applies(FR10). ' UNot Applicable 303.2 ;Wall insulation is installed per j❑Complies !Requirement will be met. [IN4]1 manufacturer's instructions. l❑Does Not j I ❑Not Observable } ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Levin House Accessory Structure- Pool House Report date: 05/30/17 Data filename: Page 7 of 10 r s 1 Section , Plans Verified Field Verified # Final Inspection Provisions- Complies? Comments/Assuinptioris° &,Req.ID Value Value ; 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood T❑Does Not ;table for values 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per .,•, • „ i El Complies ;Requirement will be met. 303.2 manufacturer's instructions. !❑Does Not [F[2]1 ;Blown insulation marked every 300 ft;!. '❑Not Observable ❑Not Applicable 402.2.3 `Vented attics with air permeable ' lies :Exception: Requirement is [0122]2 'insulation include baffle adjacent ' ';❑Does Not not applicable to soffit and eave vents that ;extends over insulation. ; ° f❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 insulation >_R-value of the E❑Does Not ;adjacent assembly. ;Location on plans/spec: ;❑Not Observable INA ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies ,Requirement will be met. [F117]1 ach in Climate Zones 1-2, and �❑Does Not <=3 ach in Climate Zones 3-8. I❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [F14]1 .cfm/100 ft2 across the system or ' ft2 ft2 '❑Does Not 'handlers are located within <=3 cfm/100 ft2'without air ,conditioned space. handler @ 25 Pa. For rough-in ❑Not Observable , 'tests,verification may need to ❑Not Applicable ;occur during Framing Inspectio, . 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies !Exception:All ducts and air [F127]1 'determine air leakage with ft2 ft2 `❑Does Not handlers are located within either: Rough-in test:Total ❑Nat Observable ;conditioned space. leakage measured with a pressure differential of 0.1 inch ❑Not Applicable ;w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a ,pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air handler enclosure. 403.3.2.1 ,Air handler leakage designated a' ;❑Complies ;Exception: Requirement is [F124]1 by manufacturer at<=2%of S i❑Does Not not applicable. ;design airflow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ' Complies ;Exception: Requirement is [FI9]2installed for control of primary ! ; ` i❑Does Not not applicable heating and cooling systems and initially set by manufacturer to i❑Not Observable -!code specifications. i, #❑Not Applicable 403.1.2 , .Heat pump thermostat installed i .;❑Complies 'Requirement will be met. [FI10]?, on heat pumps. ❑Does Not t Not Observable ;Location on plans/spec: M- ";❑ :100 ❑Not Applicable 403.5.1, Circulating service hot water ',❑Complies Exception: Requirement is [Flll]?, 'systems have automatic or -':❑Does Not not applicable accessible manual controls. {-•" - ❑Not Observable I❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: Levin House Accessory Structure- Pool House Report date: 05/30/17 Data filename: Page 8 of 10 •Section Plans Verified,' `Field Verified # Final Inspection Provisions Value Value CdMplies? Comments/Assumptions & 1114.1101 403.6.1, ,;AII mechanical ventilation system j❑Complies ;Exception: Requirement is [FI25]?' ,•!fans not part of tested and listed ❑Does Not not applicable. HVAC equipment meet efficacy ; ;and air flow limits. ;❑Not Observable , I ❑Not Applicable 403.2 'Hot water boilers supplying heat ❑Complies :Exception: Requirement is [FI26]2 (through one-or two-pipe heating ',i❑Does Not :not applicable. ;systems have outdoor setback }control to lower boiler water ❑Not Observable ' ;temperature based on outdoor i ❑Not Applicable temperature. 4035.1.1 ;Heated water circulation systems ❑Complies ;Exception: Requirement is [FI28]2 +have a circulation pump.The ., Does Not :not applicable. =system return pipe is a dedicated -1,E ]Does return pipe ora cold water supply!' ❑Not Observable , jpipe. Gravity and thermos- ❑Not Applicable ;syphon circulation systems are 1 not present. Controls for circulating hot water system Y. j .}pumps start the pump with signal r ; ;for hot water demand within the ioccupancy. Controls - :automatically turn off the pump 'when water is in circulation loop f i is at set-point temperature and ,`", no demand for hot water exists. „a( 403.5.1:2,;Electric heat trace systems �❑Comphes Exception: Requirement is [FI29]2. ,!comply with IEEE 515.1 or UL `-,a ❑Does Not not applicable. 515. Controls automatically "f adjust the energy input to the , ❑Not Observable j heat tracing to maintain the _• ❑Not Applicable desired water temperature in the I piping. 403.5.2 , `Water distribution systems that ❑Complies Exception: Requirement is [F130]2 I have recirculation pumps that - j❑Does Not not applicable. ,sum water from a heated water upply pipe back to the heated �' a❑Not Observable I water source through a cold .' '`. j❑Not Applicable -;water supply pipe have a demand recirculation water V - , +system. Pumps have controls - 4 that manage operation of the - 7# l pump and limit the temperature of the water entering the cold • water piping to 104°F. 403.5.4 j Drain water heat recovery units ❑Complies 'Exception: Requirement is [F131]2 ' tested in accordance with CSA {( 6❑Does Not not applicable. B55.1. Potable water-side $pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for y❑Not Applicable individual units connected to one { or two showers. Potable water- , ,side pressure loss of drain water a heat recovery units <2 psi for t, individual units connected to 1t three or more showers. 404.1 ;75%of lamps in permanent ❑Complies ;Requirement will be met. [F16]1 'fixtures or 75%of permanent p❑Does Not fixtures have high efficacy lamps. �`, ., ;.r - 1❑Not Observable ' Does not apply to low-voltage = lighting. M. 'J❑Not Applicable 9 9• 404.1.1 ;Fuel gas lighting systems have }. ,'-•` I❑Complies Exception: Requirement is [F123]3 I no continuous pilot light. ❑Does Not not applicable. ❑Not Observable i❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: Levin House Accessory Structure- Pool House Report date: 05/30/17 Data filename: Page 9 of 10 Section Pians-Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumption's & Req.ID 401.3 ;Compliance certificate posted. :" E❑Complies ;Requirement will be met. [FI7] ❑Does Not 3❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for i❑Complies :Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. l ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Levin House Accessory Structure- Pool House Report date: 05/30/17 Data filename: Page 10 of 10 2015 �ECC Energy ENIOMoency C rtoffidcate Above-Grade Wall 48.10 Below-Grade Wall 0.00 Floor 20.00 Ceiling / Roof 47.00 Ductwork(unconditioned spaces): ®se • s Window 0.11 0.30 Door 0.11 0.50 Skylight 0.15 0.32 e e e `• e o Heating System: Cooling System: Water Heater: Name: Date: Comments EN-CONSULTANTS June 26, 2017 JUM 2 9 2017 Town of Southold BUI ING DEPS Building Department TOWN OF SOEJT$pyO Town Hall, 53095 Main Road Southold,New York 11971 Attn: Amanda Nunemaker Re: David&Lindsay Levin 29821 Main Road, Orient,NY SCTM#1000-14-2-1.9 Pool House&Pool Shed Building Permit Applications Dear Amanda: In regard to the previously submitted building permit applications filed for the above referenced property, please find enclosed letters prepared by the structural engineer certifying that both the proposed pool house and proposed shed have been designed to sustain a maximum wind speed of 135 mph. I trust this information shall allow you to process our permit requests. Should any additional information be required,please do not hesitate to contact our office. Sincer ly Robe . Herrmann Coastal Management Specialist /ai Encs. 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants com environmental consulting SCDHS REF# R10--16-0035 SURVEY OF PROPERTY IN ORIENT TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. G ISLAND _ LON tjND 1000 14-0,2-1.9 So SCALE: 1"=50' FEB. 10, 2016 MARCH 10, 2016 (REWSIONS) ZON a �T wM APRIL 4, 2016 (REVISIONS) ��. TIE UNE �97.70 ON s APRIL 19, 2016 (REWSIONS) N82'3340 E- - - - - - MHWM — — — AT BOTTOM OF aLuFF \012 YAGGARINO 02-03-20'7 AUGUST 10, 2016 (FOUNDA TION STAKEOUT) 4 . . . " 14 16 . BOTTOM of Biu 4 ZONA SEPTEMBER 26, 2016 (FOUNDA TION LOCATION) 6 0 B 10 26 28 Fl,O�-' 12 NOVEMBER 3, 2016 (TOPO. REWSED) Fh�20,V l ❑IVE 22 2 6 _ 122 20 3�R?- VNE 1 Op BLUFF TID 8YBL �uNULDERS' pRALLEL) -v m 26 ze 2626- � ___ - FROM IS sjPP ET FOLLON� DLUV(P DECEMBER 29, 2016 (REWSIONS) s� 338 2 _ 32 34-� 3638 VArUNC 3E��"ss JANUARY 13, 2017 (REWSIONS) o N v 42 S� M JANUARY 20, 2017 (REVISIONS) _ _ FEBRUARY 3, 2017 (REWSIONS) N �NE 5 N N 40- 42 . s 3 0 rn � 38 Z � 36 SEPTIC ioo' FROM PROP. 1 CONTOURS L^P� EXISTING F \ 34 34 O\- F'NwA tN NEIGHBORS \ e�G• � EX�p\00 �� \ HOUSE L - I DW CSF^ER SEP`+ E,EC. \` / HOUSE U/C 3 W R0R p5 W Cl.mayfPNK / GROUND FLOOR \ ? \1P VER L F ovu\'T p Z I FFE = 31'-0" ASL L 1 AREA OF ` IOW\ \ Owo N'ON�OOOPD y I> DISTU4 624Asf E \��'� \ \�NpU\ P\K 16'3 30 P tON' Ng10N EXPP TEST 1 kl ib �,L P N\NP1t '507 N�X\�SNS HOLE_ -- ` PO p G Et27.1 ' 1 C. v - ----� - gpdJPP�RT \ 8 p1P. 12 N1`` 150' -1-) (WELL & C•P 5 0 imo (,v yti FEN E ;\ \ 7500, 1500_ WELL WELL NEG PGS \ \ o O EXIsnNO 'SF°Rul MES N ` VrELL ^;\ TRPN o CTI 1-' CORP `1� �- PJH REALM (VACANT) ` \ oM` yy?,"``� \ (o_ 7100. v�1 \ pO0\O SNEO 22 '\ \ G \ 1 w00 S t N ` E. IOW) 2? P(ERASER N64F, DNS1rt2UGnON:\FE. 45.0' �' �3� M\N 6 O`N 10 CARE (\G TPNK ��': `t O �� WROP. ACC C7URSSOR \ W/ OVERF �REYWP(ER SEP } 1t G '1 0 \ � 19.5' ;off' \FF.EL22.0� 6PL M\Nj '• 1 O 2 5. \ 10p0 O OR _2 \ ROpS�p LY 2 7.5':ALF I� 5 o _ _ -,; �iSr�EP�2� `\ 6�PCAN \N PH O P OF E 15.0' \ 2O \o �' O O %� Q 0 SR�RB4 NC n D Z '�1 O \'8 Z 42.62 sf o x \ FOR �PLNIW \t n _z. z o o `\ \\ tENT1AL PPNS�N N ,N �, pG -A ,cl t,-t J s s m 2 o y \ \ PO 50y EX o\' 1 v 1 i \ P \° 73 �DW� , \ 18 FENGE AREA OF DISTURBANCE \ P \ PROP, POOF L\'Oj�b ,a '• z`: Ry WEL r`. 1 ,\SN SeNCa 6P L \ INSIDE AREA OF SILT FENCING 42,624 sf \ F� 25.0' CTI Z ,1 m �p \ \ 14 `'�L n 0 i 1 16 0 \\o \ � `t — \ Cu RAIN RUN OFF CONTAINMENT PROPOSED HOUSE 991 sq.f.f 15.0' \ m ';`, PRE gNONC� ROP 991 x 0.17 x 1 = 168.5 sq.f.t -0 Ton ,\ o X\s F _ o \ \ 169/422 = 4V PROVIDE (2) DWS 80 X 8' DEEP \ o �;, \ >•4 \ OR EQUAL \ y�� TEST HOLE DATA \ 2 \\ ',, '•:,`` MCDONALD GEOSC/ENCE 12/21/15 CZ \ y N Z �� gip: Z EL. 27.1' Z wo BROWN SILTY SAND SM \ o0 t7� BROWN SILT ML G n \ ;I \ \ CP -n 08' --n �p 1 `I ` \\ 7� : 7�CID \\\ O BROWN SILTY SAND SM \ 10 \` G� , 00 29v 0 \\\ �*►� O 10 ` G WATER /N BROWN SILTY SAND SM ` rn \ 30' C) ` WATER /N PALE BROWN FINE SAND SP � z;I �`•; Z 38' NO TE: WATER ENCOUNTERED 29' BELOW SURFACE tJl \ a Tt 1 •, '•`� ZONE \ 'z FIN. FLR. m \ ` \\ d 421.00 \ :1 EL.31.0' GRADING PLAN CMF ' \\ N.T.S. ) \ ;_ _ ZONE 7 o• �T�_ _ , 5815, SHED GRApE EL.27' Z�•o. \ ,� • :;�'coN�,_YA- �i � 1000 GAL �ce��'� �C� •..........-- SEPTIC IE ❑C❑O 6 i� I ., A ............... 5 i TANK 25 Ej= �7� DD❑❑� (p �i / ;•'/ ....... SEE ooi 147. N�PRY 220.28 c� WETLANDS DOED6 4" APPROVED 3' SAND 80 3' SAND i •9. f 'cb FRESNwPNEA E > f 12-6-2016 PIPE COLLAR POOL LEACHING COLLAR �'Z.` CMF t"W �• AS ONSUL f ANTS o , S79• 6I� m rn 133 00' cp Z X I 09, / 6�/� f WLF PROPOSED SEPTIC SYSTEM _ ' N L1 `"LFA i WLF EL.7 �„ (4 BEDROOMS) 8'0 o z SOv-,�-IOL ONSERVPN�Y #3F #VVLF_=I\���idqLF i C '♦ WLF #b 1-1000 GAL. SEPTIC TANK SAND o �' 14A•NRE2�X Y, :5 WLF I �l :b GRAVEL �iiF 1-80 LEACH/NG POOL 12' DEEP EL.-3' ' 7�`;( I WLF+ `��� �' a WLF W/TH 3' CLEAN SAND COLLAR ';\ #I I� REMOVE MATERIAL DOWN (SAND SP) `;, } .tt TO SAND SP AND BACKFILL i t WITH CLEAN SAND TO BE BUIL T TO SUFFOLK COUNTY o A DEPARTMENT OF HEALTH SERWCE SPECIFICA TIONS Z ';-A m o :m 28.0' `:� :1\ 's%7 :\ KEY A = STAKE SET ® = WELL �,-.GE..*. IAV �'R. ® = MONUMENT TEST HOLE = WETLANDS FLAG r S "t � _ .`yam {`j. � ANY AL7ERA770N OR ADDITION TO THIS SURVEY IS A WOLA77ON FLOOD ZONES FROM FIRM Fk+; rt OF SECTION 72090E THE NEW YORK STATE' EDUCA77ON LAW. 36103C0068H 95/2009 4A,"g? WS. N0. 49618 EXCEPT AS PER SEC77ON 7209-SUBD/VISION 2. ALL CER77FICA77ONS TOTAL ECON/C SURVEYORS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ELEVA77ONS & CONTOUR LINES ARE REVISED TO NAVD 88 DATUM AREA- 241,540 SQ. �. or 5.545 Acres (631) IC SURE FAX P.C. 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR U.S. COASTAL GEODETEDIC BENCHMARK S325 P.O. BOX 909 WHOSE SIGNATURE URE APPEARS HEREON. oUTHO D, N.Y STREET 15-246 SCDHS REF# R10-16-0035 SURVEY G,F PROPERTY IN t;)RIENT TOWN OF SO UTHOLD SUFFOLK COUNTY, MY ISLAND, - �' 1000--14-02-1.9 ND ,-- . _.w SCA.,'-,E.- 1 A=50' SQU FEB. 10, 2016 MARCH 10, .2016 (REWSIONS) E E� APRIL 4, e'),)16 (REWSIONS) nE LINE 196.47 ON APRIL 19, "016 (REWSIONS) E�- MHWM -____S_82.34+q1„W -_ BTT� BBLUFF - ° AUGUST 10, 2016 ;=OUNDATION STAKEOUT) FU AT O 16 _ SEP TEMBER 26, 2016� (FOUNDA TION L OCA TION) ° .i� "— ,_ —_Boni $% , �;262� z E NOVEMBER 3, 2016 (TOPO. REWSED) _ - _-_ _ ;2028 BLOOD zOn1E;2=_ �___g = ,�8 =_== %;�-�� 0 - `'"E BDr�,,, �� c �, � �„u�a DECEMBER 29, 2016 (REWSIONS) ❑a�T ' ___ _—z2 _�-,� ,:_ 3RFROM T°P BIS gY M°�LINE JANUARY 13 2017 (REWSIONS) -v m z2:-2 g--________ _ 28 _ �'r -� / —36 elm " JANUARY 20, 2017 (REWSIONS) f� 30 32 - _-334 �� / 5 34 36 ---=-- - \ --rl / / / X38 VA PL�1 5 z 3a-40- " - I r // , , / FEBRUARY 3, 2017 RE/ISIONS O Ny 0 42 LT�E{P�N�S ... {-,"� // // // // ,/ r _/ �LC pSTA�EROSION I / �� , / �� AUGUST 24, .2017 (REWSIONS) / AUGUST 28 2018 (FINAL) AZZARD LWE I //� /� el / / i 42 �,� i // /,�6/�/ SEPTEMBER :(4, 2018 (FINAL) i �, / / ,� 38 JUNE 4, 201.E (POOL FINAL) ? / JULY 17, 2019 ( SEPTIC LOCA TION) �$ _ / cn . �o ,/ �,/ // / /yep '-36to ELE / �Tpp�OF BLUFF GFCI DUPLEXCONTROL PA AND OUT IN s / 100• FTtOM�k�,�� 7 t WATER SEALED CASI -34 EXIS7ING NEIGHBORS 7ELEVATED 1 STY HOUSEFR. HSE. \ -DMS\ DIV\ 53 /ELEVATED S' ;,� 'S 40.1 CONC. WALL v SCREENED h w UNDER DECK 1 PORCH `V �n 2 STY FR. HSE.13.1 t p N 12 c� yt 11.8' B\ \ t 2ND STY.>, a i Ir' COCANTILEVERDW\ 14.6 A %,_/ -30 u— ELEVATED t �t5 Mt / --CB w DECK TIMBER �t HOLE RET.- N RET. WALL / EL.27� �B- t / ST o \ 8 150+ LP —— 2 (WELL C.P. WELL NESIva NgOR WELL GARAGE GRAVEL 8 ` PATH \n t _ - ---' - � - � �� ,�1 t 1 `fir` � ti t / � � t '� WELL NG / �'/ ANSFORMER o Q S\o �- / 's v, N U: RETN ALN CORP ` \ //' \\\�\\\ t ti ii,�; Np� pJH t �V AC ANT) g4, // \\o \ t - - A IC VIC -22-—— \yy - GRAVEL \\ \\ HEAT �.r/ ? t?p ': \ Z (I1 PATHPUMPG f._ ? it \\\ \\ 34.7' U 0 M t \\ 34.7 t 1 STY.FR. �°�.t 1; n Q ? t Wb/ W A POOL HOUSE 2 STY.FR HOUSE WELL.LOCATION FROM ---20- B Cox FF=8.3' '; } 1 2 -l\ C 88=LOCATION 2 STY.FR HOUSE �20- -- ------- GATE �\STY ETAL t -0 ` LA Q't1 I; r-- �A� 'B' t i x-:- ,--.1. OVER STONE.A. t69' 193' t cwi ! \\S71 Q ST 50.4' 50.9' OVER i PATIO t Z -onLP 67' 64' p t 12 I 14.8' I LP\(0�COVERC ; X20 11�^ n t c Z \1e --`- -18 b� TIMBER 1 STY.FR FR POOL HOUSE WELL LOCATION OM n o j ao „ -1-I RET. WALL \ o STATIC LOCATION 1 STY.FR POOL HOUSE m 3 I ter zoz' — — STI 29' 19.1' -- ,t DECOVER OVER ST2 42.6' 28.6', - --" ELEC. T 1 LP 50.0' 40.0' t r PANEL POOL I ? t \ t HEATER & FILTER 1 F 0' \ : \76 -10 ,\ \ \ t � O 06 f i-t--` 1\\ `�OSS t� •,',1\ NEW DRIVEWAY Y t MEETS EXISTING Cli tri �'� G,—'tl�_ tt ' X,•1' \S 0 'U •tt � � 1\\�� \t L', �,S O v G 2 t 70 t \ / ods I t � •' \� O rp � / tt ' 7a: 1 �t2 :a t s \\ ^I 03 CIO -00 -7 G Z /,I t t ---10----� I �� N� S't l\ 00 tt i �oo� 11 --10 O \\\ Z 00 t \ t \o :� Z t \` \\ o t d 421.00' �1 CMF \\ iL ZONE •;:29 , 27 1 7v/ P .............. Ogg, !ji PE=; ..... ... � ;� x147.13 NNV5, 219.05 � wETLANOS i '$ FRESHW ANEA E� �6,2016 z F 7� g „ i °' ASO pUL p,NSs, 12 W C-) 579.3,31 443200 O+ J : x - 0§1 i 1 3, P1�O�pWN OF WLF #8 `o -`Ni uv ERV ANCY WL wLF #'leo '��'F �+ z ; i SO RE CONS #3� ;�._/WLF #'10 N 1 NP� r WLF� #5 WLF #6 WLF #11 WLF T �E i WLF i ; I #1 , #12 :1 � � 1 Z 1\G 28.0 i�t i1 KEY = STAKE SET ® = WELL --`--.,_ ® = MONUMENT 00 � O- ' ® = TEST HOLE < WETLANDS FLAG FLOOD ZONES FRpm FIRM I ANY ALTERATION OR ADDITION TO THIS SURVEY ISA NOLA710N i/ ' 36103C0o68H 925/2009 �r-, .•. '�=�"`��"' .� LIC. N0. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. 4` EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFlCA710NS � F,E,�ONIC,:,SURVFYORS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ELEVATIONS do CONTOUR LINES ARE RENS`ED TO NAVD 88 DATUM AREA- 240,114 S0. F: or 5.512 Acres +%il)::765' Q2() FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR U.S. COASTAL GEODETFD/C BENCHMARK S.325 F ()"BOX•959 WHOSE SIGNATURE APPEARS HEREON. S� 0 TRA ,EN Y• 11971 STREET 15-246 1 I LEVIN HOUSE 29821 MAIN ROAD ORIENT, NY 11957 REVISION DATE FILING SET 05.08.2017 FILING AMENDMENT SETS 04.15.2019 FLOORPLAN KEYNOTES 8'-0" 34'-8" 1 1. SWIMMING POOL FILED UNDER SERPATE PERMIT 2. POOL FENCE, SEE POOL DRAWINGS 3. SELF-CLOSING, SELF-LATCHING GATE 4. IN-GROUND STONE PAVER SET IN SAND BED 5. WOOD DECK; 4/5x4 DECKING �g� 6. 2x8 JOIST / ------------ -------- 7. (2) 2x10 GIRDERS j7 8. 12" DIA. SONOTUBE,3'-0" DEEP �1 ---------------------- CABINETS 9. GRAVEL&STEEL GARDEN EDGING i.l 1.1 ----------------;- ---- ' 15 1.1 ---------------------- jj1 POOL ROOMWC STORAGE .. 1.1 ---------------------- 011 iO3, [04-1 ..1 is --------------- ---- o � 02 \U-1 u�---------------------- �. u l I ul FF ELEV.,d, FF ELEV. ———— FF ELEV.h ul r------------=Q 6 ---- +0'-0"(22'-0"ASL) ———— +0'-0"(22'-0"ASL) ul � HALLWAY I I ---------------------- 1021 I I 1.1 "' I I , 1.1 1i. .1 lir---------------------- REF • - - _ - - - I gni - 111 Q ACCESSORY STRUCTURE: POOL HOUSE (SWIMMING POOL - FILED UNDER SEPARATE APPLICATION 2 i 13 RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 C2) P (212) 254-1175 1 F (212) 254-1755 ' - PROJECT#: 15176 PIED S. DRAWN: RZ Q�V \��\P� RYq�� i CHECKED: WR I DATE: 04.15.2018 q �R 01130 4- P F�P N IESN .40 SCALE: AS NOTED ACCESSORY STRUCTURE: ^, POOL HOUSE FLOOR PLAN & ROOF PLAN N owl 1 ACCESSORY STRUCTURES: POOL HOUSE & STORAGE SHED FLOOR PLANS 1/4!'=1'0" rood LEVIN *D��3�5�1 HOUSE v5 ,vj t,. ' 101 ARE REQUIRED DATE: pRA1"jAGE INSP�r"' Cpntact TOS En91 srI )at 765-i560 before �, 'RtlOn IV_NATs,, [ kflll�OR Provid En Ineers i� aC ^y ;r Y BUILD. MAIN ROAD n2 �AM TO e ^'.; FGR THE L`t«*t!n ��; s ' ORIENT, NY 11957 �GJRvvI _ 'tLr _ �,Q, 2• F0U'�ri _ FRAr�";N, & PL�,�,��dG REVISION DATE 3. lN`''•:LATION C 4. FIN1',L - COI,"-TR �TiON MUST O�j"+"� ,N ILI G SET 05.08.2017 Br_ CGMPLcTE G^^ C.O. E IS 1N A �_ �� SHALL ti",ErT THE t ISS � ~'� � c ALL COIdSTRUCTIG," �Il 11 Eh ��� .-ATE <;ECIUIRE�'ENTS OF T!';-CODES OF NEW 1 YORK STATE. N0, B•ES ONSiBLE FOR ��I�fHO v DESIGN OR CONSTO RUCTION ERRORS. 0r- C ,UANC 1 COMPLY wITTE ALL CODES OF & WN CODE K STA AS REQUIRED AND CONDITIONS OF dD PLACARD:NG REQIJl:3CD ,..�,... .' PROJECT TEAMP UMBt� ELEC RCALL PLUMFING VJ :T , &WATER LI`1 � !� E� � ECI�11iEC� CTIa AITESTLNG BEFORE CC ER NARCHITECT: RYALL PORTER SHERIDAN ARCHITECTS 174 Fifht Avenue Sue 00 77 F T(F(� New York NY 10010 PLUMBER C ON LEA / t f PEFGtE P(646) 809 4343 ✓ l.' >L.�•.ae.�...,..1.,.., O OCCUPANCY ('F TIFICA ! F STRUCTURAL ENGINEER: ASSOCIATES, P C ! C, r ROBERT SILMAN 1 R AS , l _ - -- _—— _ -- - — -- --- SOLD -1 ,- Devonshire Street � — O._�_• _�.-I J 47E�A S S D � , : - --- --- _ -- ----- Y i'�i E i �% ''�'' I EXCEED ( 1 ) 95 6700 �o ,. _ S _ Boston, MA 02109 - - EXPEDITOR: EN CONSULTANTS1319 North Sea Road --------- ---__ 1968 ( 3 } 83-6360 Southampton, NY 1 P612 " VI N H 0 U - _- - PECONIC SURVEYORS P.C. ................... E- tSSORY Sm"" RUCmp'mUR ® P,O. Box 909 : m HOU _. ® PO1230 Traveler Street i __ •,�,, ,._ """°°'""� Southold, NY 11971 - - 29821 MAIN ROAD , 0"" RI NT, NY 11957 P(631) 765 5020 MAY 8TH 2017 PROJECT LOCATION PROJECT INFORMATION DRAWING LIST ADDRESS& PROPERTY INFORMATION PROPERTY OWNER: DAVID&LINDSAY LEVIN s #29821 4 PROPERTY TAX MAP#: 1000-14-02-1.9 STREET ADDRESS: 29821 MAIN ROAD ORIENT, NY 11957 �- � PROPOSED CONSTRUCTION: p New Accessory Structure- Pool House (New Accessory Structure- Pool Equipment Shed, &relocated proposed Pool &deck filed o U under separate application) � CD APPLICABLE CODE: ARCHITECTURAL DRAWINGS o z ° 25 2015 IRC as adopted by NY State A000 COVER PAGE&DRAWING LIST X D TOWN OF SOUTHOLD ZONING DISTRICT: A001 GENERAL NOTES, SYMBOLS,ABBREVIATIONS X pL g Q R-80 &WALL TYPES O gyp• �� HEIGHT: A002 ARCHITECTURAL SITE PLAN X 2 1/2 Stories A003 STORMWATER MANAGEMENT PLAN X �P �� A004 STORMWATER MANAGEMENT PLAN X SUFFOLK COUNTY TAX MAP NO. s k 1000-72-01-1-1.5 A100 FOUNDATION PLAN X 25 A101 FLOOR PLANS&ROOF PLAN X i11q�NR LOT AREA: A110 REFLECTED CEILING PLAN&ELECTRICAL PLAN X a ORIENT 251,933 Sq. ft. (5.78 Acres) 3 A200 EXTERIOR ELEVATIONS X o REQUIRED MINIMUM SETBACKS SA201 EXTERIOR ELEVATIONS XFRONT YARD a a SIDE YARD SETBACK: 60 ft (45 ft combined) ft ' { ORCHARD ST REAR YARD SETBACK: 75 ft A300 BUILDING SECTIONS X REQUIRED BLUFF SETBACK A400 TYP, EXTERIOR DETAILS X SETBACK FROM BLUFF: 100 ft , O sloo FOUNDATION&FLOOR FRAMING PLAN X RYALL PORTER SHERIDAN ARCHITECTS F BUILDING HEIGHT S101 FO NDATIOINGPLAN X 45 WEST 21st STREET I 4th FLOOR O MAX. ALLOWALBE HEIGHT: 35 ft - 21/2 Stories S200 GENERAL NOTES X NEW YORK , NEW YORK 1 0 0 1 0 ° O ACCESSORY STRUCTURE(PROPOSED POOL HOUSE) S201 TYPICAL DETAILS X P (212) 254-1175 I F (212) 254-1755 MAX. ALLOWALBE HEIGHT: 1 STORY- 16 ft(For a Flat Roof) S202 TYPICAL DETAILS X SETBACKS: 25 ft(FOR LOTS 80,000 sq.ft. AND OVER) S203 TYPICAL DETAILS X S204 TYPICAL DETAILS X PROJECT#: 1517 MAX. ALLOWABLE AREA: Not to exceed 3%of Total Size of Parcel1 11 M100 POOL HOUSE MECHANICAL PLANS&NOTES X 5 o ALLOWABLE: 3%*251,933 sq,ft. =7,558 sq. ft, DRAWN: Rz �� M S• Ryq PROPOSED: 660 sq. ft. /251,933 sq. ft. =0.2% Q� �P �! r. #OF BEDROOMS: 0 BEDROOMS CHECKED: WR LOT COVERAGE MAX. ALLOWABLE AREA: Not to exceed 20%of Total Size of Parcel DATE: 05.08.2017 ORIENT, NY ALLOWABLE: 20%*251,933 sq.ft. =50,386 sq. ft. 9X p�,0 A- ORIENT, �o PROPOSED: 7,563 s ft./251,933 s ,ft. =3% �' 0 a� a �::4-:-., Q �c not to scale (Proposed lot coverage includes lot coverage filed under SCALE: AS NOTED INV Ew previous application for new single-family dwelling approved on 8/8/16, Permit#40886) ACCESSORY STRUCTURE: POOL HOUSE COVER SHEET & DWG LIST ABBREVIATIONS BUILDING ENVELOPE LEGEND (COLOR CODED) TYPICAL WALL TYPE SECTIONS GENERAL NOTES LEVI AU AREA,DRAIN MAX MAXIMUM EXTERIOR WATER-RESISTIVE BARRIER(WRB INTERIOR 1, Scope of Work; HOUSE ADJ ADJACENT MO MASONRY OPENING SOLITEX FRONTA QUATTRO WIND/AIR TIGHT WRB New accessorystructure - Pool House, includingattached pergola, exterior terrace and exterior fireplace New accessory AFF ABOVE FINISHED FLOOR MECH MECHANICAL (VAPOR OPEN)-TAPE ALL SEAMS W/TESCON structure - Pol Shed filed under separate application) g p ( ALUM ALUMINUM MEMBR MEMBRANE INVIS TAPE p AMPS AMPE=RES MFR MANUFACTURER y2. All work shall conform to the requirements of the 2015 IRC as adopted by New York State, County Fire Department ANOD ANODIZED MIN MINIMUM ————----- VAPOR PERMEABLE INTERIOR AIR BARRIER- 5/8"GWB BOTH SIDES W/LEVEL 5 FINISH,TYP.-PROVIDE WATER regulations, utility company requirements, and the best trade practices. APPD APPROVED MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD INTELLO PLUS/DB+MEMBRAN-TAPE ALL SEAMS ,' RESISTANT GWB @ WET LOCATIONS NOT W/TESCON VANATAPE 29821 MAIN ROAD A-V AUDIO-VISUAL MTL METAL �' . RECEIVING TILE ORIENT, NY 11957 - BD BOARD MW MILLWORK 3, Before commencing work, the Contractor shall file all required Certificates of Insurance with the Building Department, BO BOTTOM OF NIC NOT IN CONTRACT TAPE @ SEAMS&EDGES OF EXTERIOR WRB& �" 2X4 WOOD STUD @ 16"o.C. pay all fees, obtain all required permits, and provide any and all bonds required by governing local agencies in order to do BOT BOTTOM NO NUMBER INTERIOR AIR BARRIER PER MFR SPEC the work herein described, SOUND ATTENUATING BATT INSUL BASEMENT NOM NOMINAL 4. The Contractor shall verify all existing conditions in the field prior to commencing work, and shall report any REVISION CIP DATE IP CAST IN PLACE OC ON CENTER MEMBRANE ROOFING discrepancies between drawings and field conditlons to the Architect, CJ CONTROL JOINT OH OPPOSITE HAND .�,.,�r.»m.�,....�_.�.,,,, EPDM SYNTHETIC RUBBER MEMBRANE FILING SET 05,08,2017 CL CENTER LINE OPG OPENING ,�/4" 5, Minor details not usually shown or specified, but necessary for proper construction of any part of the work shall be CLG CEILING OZ OUNCE included as if they were indicated in the drawings, CLR CLEAR PERP PERPENDICULAR CMU CONCRETE MASONRY UNIT PL PLATE TYP.INTERIOR DRYWALL PARTITION 6, The Contractor shall coordinate all work procedures with requirements of local authorities, COL COLUMN PLAM PLASTIC LAMINATE CONIC CONCRETE PLUMB PLUMBING 'NOTE:ALL INTERIOR PARTITIONS TO BE TYPE'1'U.O.N. CONT CONTINUOUS PLPLYWOOD LEGEND: GRAPHIC SYMBOLS 7, The Contractor shall be responsible for the protection of all conditions and materials within the proposed construction SAME AS TYPE T W/2X6 STUDS @ PLUMBING WALLS&AS NOTED CPT CARPET PT PRESSURE TREATED 1 A area, The Contractor shall design and install adequate shoring and bracing for all structural or removal tasks,The CT CERAMIC TILE PNT PAINT Contractor shall have sole responsibility for any damage or injuries caused by or during the execution of the work, DBL DOUBLE PTD PAINTED 8, The Contractor shall lay out his own work, and shall provide all dimensions required for other trades(plumbing, DEMO DEMOLISH OR DEMOLITION PVC POLYVINYL CHLORIDE O DIA DIAMETER RAG RETURN AIR GRILLE WALL TYPE NUMBER electrical, etc,), DIM(S) DIMENSION(S) RBR RUBBER VARIES DN DOWN RCP REFLECTED CEILING PLAN 9, Plumbing and electrical work shall be performed by persons licensed in their trades, who shall arrange for and obtain DR DOOR RD ROOF DRAIN 3B, DOOR NUMBER 5/8"WATER RESISTANT CEMENT BACKING inspections and required sign-offs. DTL DETAIL REQD REQUIRED BOARD DWG DRAWING RM ROOMTILE ON THINSET,THICKNESS VARIES 10, The Contractor shall do all cutting, patching, repairing as required to perform all of the work indicated on the drawings, 304 ` and all other work that may be required to complete the job, EA EACH SCLU STRUCTURAL CEILING LEVEL(UNDERSIDE) A WINDOW NUMBER EJ EXPANSION JOINT SED SEE ELECTRICAL DRAWINGS 2X4 WOOD STUD @ 16"O.C. 11, The contractor shall be responsible for coordinating all roof and floor penetrations, patching, repairing and flashing as NOTES EL ELEVATION SFLT STRUCTURAL FLOOR LEVEL(TOPSIDE) ELEC ELECTRICAL SIM SIMILAR _# MILLWORK NUMBER SOUND ATTENUATING BATT INSUL required, ELEV ELEVATOR OR ELEVATION SMD SEE MECHANICAL DRAWINGS r 12, All exits shall be kept readily accessible&unobstructed at all times during construction, E � EQUAL SPK SPR PPDM ETHYLENE PROPYLENE DIENE M-CLASS(ROOFING) SPECIFIED EER R SPECIFICATION F# FINISH NUMBER 43/4" VARIES 13. The contractor shall adequately brace, shore, and support the structure during the entire construction period, EXIST EXISTING SSD SEE STRUCTURAL DRAWINGS DCT EXTERIOR SSTL STAINLESS STEEL A# APPLIANCE NUMBER FD FLOOR DRAIN STC SOUND TRANSMISSION COEFFICIENT TYP.INTERIOR PARTITION W/TILE @WET LOCATIONS FEC FIRE EXTINGUISHER CABINET STL STEEL 2 FIXT FIXTURE STRUCT STRUCTURE OR STRUCTURAL REVISION NUMBER FLR FLOOR T&G TONGUE AND GROOVE 2A SAME AS TYPE'2'W/2X6 STUDS @ PLUMBING WALLS&AS NOTED FO FACE OF TELE TELEPHONE GA GAUGE TLT TOILET ROOM GALV GALVANIZED TO TOP OF ODo ROOM NUMBER GWB GYPSUM WALL BOARD TOC TOP OF CONCRETE He HOLLOW CORE TOS TOP OF STEEL EXTERIOR HI HIGH TPD TOILET PAPER DISPENSER INSPECTIONS & TESTING1�-- WALL TYPE MARKER HM HOLLOW METAL T/D TELEPHONE/DATA �/ HP HIGH POINT TYP TYPICAL HR HOUR UNO UNLESS NOTED OTHERWISE "5/8GWB W/LEVEL 5 FINISH HT HEIGHT U/S UNDERSIDE 3/4"PLYWD SHEATING HVAC HEATING, VENTILATING, AND AIR CONDITIONING V VOLT DRAWING REFERENCE NUMBER (SUBSTITUE CEMENT 1, The Contractor shall arrange for all controlled inpsections&tests as required by the local Building Department, A100 BACKING BOARD @ WET ` ' VERTICAL FURRING IRGWB IMPACT RESISTANT GYPSUM WALL BOARD VAV VARIABLE AIR VOLUME LOCATIONS) BUILDING WRAP ILO IN LIEU OF VIF VERIFY IN FIELD INSUL INSULATED OR INSULATIONW/ WITH 11/2"SERVICE CAVITY f HORIZ.FURRING AS REQD INT INTERIOR WD WOOD 2 EXTERIOR ELEVATION MARKER FURRING STRIPS JT JOINS WP WATERPROOF A201 VAPOR PERMEABLE HORIZ.WD SIDING LBS POUNDS WRB WATER-RESISTIVE BARRIER AIR BARRIER BLOWN CELLULOSE INSUL PROTECTION OF OPENINGS LO LOW ` 2X6 WD STUD 1 SECTION CUT MARKER 2X4 WD STUD `� 4"GAP A302 I \It, , V-1"=R43.2 Per R301.2,1.2 of Residential Code of NY State,for the proposed accessory structure - pool house, precut wood structural IL V-61/8" panels compliant with the sizing and fastening requimments perscribed in that section shall be provided for all openings, FLOOR ELEVATION ELEVATION INDICATOR /�pICAL EXTERIOR WALL-REFER TO ELVEATIONS FOR CLADDING TYPE/ORIENTATION 04 E1 03 A411 01 INTERIOR ELEVATION MARKER SMOKE & CARBON MONOXIDE DETECTING DEVICES 02 5/8"GWB W/LEVEL 5 FINISH 3/4"PLYWD SHEATING (SUBSTITUE CEMENTVERTICAL FURRING BACKING BOARD @ WET 1, Smoke&carbon monoxide detecting devices shall be provided according to Section 313 of the 2015 IRC, LOCATIONS) BUILDING WRAP 11/2"SERVICE CAVITY W/ 2X6 FURRING 2, Smoke detecting devices shall receive their primary power from building wiring.There shall be no switches in the FURRING STRIPS , " circuit other than the overcurrent device protecting the branch circuit, HORIZ.FURRING AS REQD VAPOR PERMEABLE HORIZ.WD SIDING 3, All smoke detecting devices shall be accepted pursuant to rules and regulations promulgated b the comissioner, PLUMBING RISER DIAGRAM AIR BARRIER g g p g y BLOWN CELLULOSE INSUL � � � CONCEALED 3"LEADER approved by the Board of Standards and Appeals or listed by a nationally recognized independent laboratory. No device 2X4 WD STUD 2X6 WD STUD shall be deemed to be in compliance with this provision unless it is of either the ionization or photo-electric type, i 4"GAP V-1"=R43.2 V-3 7/8" 3"VTR CLIMATIC & GEOGRAPHIC DESIGN CRITERIA � �i R\ EXTERIOR WALL @GUTTER-REFER TO ELEVATIONS FOR CLADDING TYPE/ORIENTATION GROUND BASE WIND SEISMIC SUBJECT TO DAMAGE FROM FLOOD SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY HAZARD LOAD(PS9 (MPH) CATEGORY DEPTH (FES) LAV SINK I 20 120 B SEVERE MD TO HVY SL TO MD X 77 t [ 5/8"GWB W/LEVEL 5 FINISHK 2, I 1 el . 3/4"PLYWD SHEATING PER R301,2 1 (SUBSTITUE CEMENT ( ( )OF 2015 NYS RESIDENTIAL CODE) BACKING BOARD @ WET x VERT.1/4"VERTICAL FURRING POOL HOUSE LEVEL+0'-0"(22'-0"ASL) i LOCATIONS) AS,REQ, A..' 1 1/2" 3" A' 2" SFiWR FURRING STRIPS ANITY BUILDING WRAP a POOL SHED LEVEL-0'-6"(21'-6"ASL) CEMENT BOARD SIDING ( ' VAPOR PERMEABLE BLOWN CELLULOSE INSUL 3' 3" I 3" AIR BARRIER a C.O. ) l J 11/2" '"�' J 2X6 WD STUD 2X4 WD STUD X, 4"GAP ' WC HALLWAY 1 1/2" I I V-1"=R42 . l C.O. r-s vs., RYALL PORTER SHERIDAN ARCHITECTS OUTDOOR SHOWER 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 �` EXTERIOR WALL W/CEMENT BOARD SIDING-REFER TO ELVEATIONS FOR TYPE/ORIENTATION P (212) 254-1175 I F (212) 254-1755 C.O. C.O. 3 PROJECT#: 1517 1COED gfi,c �� �, T(OSEE SURVEY FOR DRAWN: RZ S. R SEPTIC SYSTEM �eo JV SIZING & LOCATION) H.T. �� t CHECKED: WR ( " DATE: 05.08.2017 '9����• OI50A�O�'� 14 ACCESSORY STRUCTURE; POOL HOUSE SCALE: AS NOTED n� New (POOL SHED - FILED UNDER SEPARATE APPLICATIONACCESSORY POOL HOUSE STRUCTURE: GENERAL NOTES, SYMBOLS, ABBREVIATIONS & WALL TYPES EXELLG\�, LEVO I I . I I I HOUSE I I II I I I i I 29821 MAIN ROAD I ORIENT, NY 11957 REVISION DATE ,ice/ \�� I I I % j ♦-; FILING SET 05.08.2017 / � I / I I------� I // Ex,�T� / NEH UBOES / I NEIGSHTgIORS \ — •• •— 1 • / / ' / � • •• •, .• • ..� •ter. • • I 1 3 TIP It 20 22 24 1 \ • ! • . I \• \ \ /.10 112 14 16 18 / 28 30, \•32 34 36 38 40 42 40 i ly I •� ; ' ' /'10 i 7 / - --------------- \� I °I' SITE PLAN KEYNOTES ----- / r -------'---r-------- i'. l l :I•. _ \ ./ =1'--. —— slrL aen sFsEtelr'u_ ' -' ;="'-.— —— -- — —'—t. ..=• 24 / \ i 1 \ 1 / i I l �I � , � 1 I 1 I I 1 , 1 / I I / / — — —� — --- \ I / ) , 1, PROPERTY LINE w w . w w.- -- w �\ —� — ---- \ \ I 1 1 ; ;;/I / / I , , I r �/ 2. EXISTING COUNTOUR LINE p 9 \ ', ' 'l, 1II , , r ,l, - I .y , ' , , , I ' ' I r ! I 1 I ,► 3, PROPOSED COUNTOUR LINE EXISTING \ 1 — W I \ 23 g ,- I \\ \\ I / ; ; I; ,' ' I 1 ; ;I; 4, OUTLINE OF PROPOSED BUILDING GROUND I I � 15D'FROM WELL �------ WELL \ - ,'\_ y 1 _----- ------- I \ + 15 1 / \ I` I l I r I I 24 IE—r-- \ 1 �0.., \ \\ 8 ; FLOOR y ' 5. OUTLINE OF SECOND FLOOR ABOVE 18 /¢ " 1 / 6. GRAVEL DRIVEWAY STABILJZEDCONSTRUCTION %.. r t� 1 I 1W15 , ,/ , rosl�rF , / -_f I ' E"FE / 7. PROPOSED UNDEGROUD ELECTRICAL SERVICE i' ENTRANCE(6"DEEP MIN. � ,, / � ► � ,rj i' COARSE AGGREGATE)-50'MIN. i 29 E 1 o I 8, EXISTING STEPS&LANDINGS / 24 9. PROPOSED WATER SUPPLY FROM EXIST. WELL PROPOSED END OF 12 , I \ 1 1 1 - / -_- _ ti _ , _ _ I I I EXISTING ROAD , I W � / / /25 20 / --- _ ' 1 I ,l s' ¢'I 10. PROPOSED SEPTIC SYSTEM YZI EXISTING DIRT&RCA DRIVE / \ - w 30 I \ ` `;`�` / - I_ �I . I r /i ' ' i I LL'l r�, 11. NEW SANITARY LINE -► � , - ¢21 3, \----------------------- ------ ----------------- :-------- \ • - ........ o 'I`/ /' 1 ' ' m� ' r w 1 II -- _ 6 r t \ / J t, 1 I 1 I , r 5 , 12, PROPOSED SWIMMING POOL- 6-0 DEEP W/ , 3 3�–3 O •/. ,♦15 I 31 � 30 ` EXISTING DIRT&RCA PATH \\ `. � � � / � ' ��\ ,\ I 1 r II � I 1 , LLll ' / 1 � \ , , r I I to (TO REMAIN) , 15 ) i \ 'I ' I 'l i II ' ' I r� r Ikll r iii�� FILTER&AUTOMATIC COVER /� g \� 3 3 3 E f E f f - l \ ' i°°I ' 13 NE F / HEATER,' EA R 3 E \ i j, . LJ O 150 0 FROM EXISTING WATER WELL /' / 6 i ,� r GROUND FLOG \ \\ / l 14. LANDSCAPE WALL ' -- ♦ / \ 26 1 , / , / 1 FFE=31'-0„AS \ ` \ / ,I 24 I ;" \ i ; 7 I j I i'' / t 'l ; ' ! 15. NEW DRYWELL ,i li^♦ t '^^^ : ' I I 14 P „�/. 1 \\ \ ,11 \ � I I I l , I t/ rl 1 23 , L 1 'ry 1 \ f I r ,, 1 / 1 \ \ I ,II i I' , , I I 11 I / 11 �. � \ v I / J r I r r I 16, AREA OF PROPOSED WOOD DECK ON 12 DIA, 17 ♦_ ` ., w X10 I I' 1 I 1 CONCRETE FOOTINGS GROUND FLOOR < % 1 t / ` FFE=22'-0"ASL 27 // ,♦15/ 2 17. LEECHING POOL 3 15 ; I'� I I l 18. EXISTING WELL 10 ;♦15 ��\ 22 �i�17 "O/ i\ \ \\ I �r / i I \ \\ 11', 11 19. EXISTING SEPTIC SYSTEM / ,r 11 , � I , � . ♦.. ' \ III ', I I I I I , 1 I 1 -------------1-------------- -------- �------------ -------- — —�----- - -----------------�--- ------- / SIDE YARD SETBACK ,\ \ \ 1 I � , , � I ) I 1 /--- ------- �•--------- --- — / / 1 1 I I I � � I r' ' ' �� ; 20. WOOD SHED FOR POOL EQUIPMENT 14 / 16 18 20 22 24 28 / 28 30 32 / 34 1 36 38 /' 40 38 36 34 3230III I 201 I '10 I1 I I I I ' ' ' 21, START OF NEW GRAVEL DRIVEWAY, SEE / ' l ' / ,' ---L--- I 1 / / / it I , 11 Ii1� rl STORMWATER MANAGEMENT PLAN . • .• • • • .• • • ... �• • �• • • • • • • • •, • • .L• • �• • .`• • ,= • � • . • • `• lam• sem• ' / �;I' '«.•:.:•:*I .i �.. 22. EXISTING ELECTRIC METER 23. CONSTRUCTION FENCE / ` r 24. SILT FENCE 25, AUTOMATIC POOL COVER W/WOOD DECK ABOVE \ ----------- _ / 26, EXIST, ELECTRICAL UNDERGROUND SERVICE ACCESSORY STRUCTURE: POOL HOUSE /��� 13 E STING ; 27. EXISTING TRANSFORMER /�/ / NEDERIVERS �� 28. POOL FENCE W/SELF-CLOSING, (POOL SHED - FILED UNDER SEPARATE APPLICATIONI \\ 19 \/r—�� SELF-LATCHING GATE �-� K;' �I�\ �, / 29, OUTDOOR SHOWER �� \ NEIGHBNORS i N 30. AREA W/STONE PAVERS SET IN GRAVEL 2 PROPOSED PARTIAL SITE PLAN / / I \\ ��� HOUSE �\ 31. WOOD DECK&EXTERIOR WOOD PERGOLA 1/32 - 1'-0" 32, 100 WETLANDS SETBACK GENERAL NOTES: 1,THIS PLAN REFERENCES A SURVEY PREPARED BY PECONIC SURVEYORS, P,C. LAST REVISED 02.03.17&APPROVED BY THE SUFFOLK COUNTY HEALTH t DEPARTMENT. 2 18 2.AS PER THE SURVEY PREPARED BY PECONIC SURVEYORS AND DATED -00 02.03.17 THE TOTAL AREA OF DISTURBANCE IS 42,624 SQ. FT. (0,978 ACRES), §: j j I 1 ._..A t. 9 ZONING AND BULK LIMITATIONS PROPERTY INFORMATION 13 r —� j (� V111, PROPERTY OWNER: DAVID &LINDSAY LEAN PROPERTY TAX MAP#: 1000-14-02-1.9 ' j / �� �✓ �� RYALL PORTER SHERIDAN ARCHITECTS STREET ADDRESS: 29821 MAIN ROAD O •1 45 WEST 21st STREET I 4th FLOOR i i i i rri i 7 9 8 � �. .I. • .o•• . . . I..�.• �•ate• . / � . .. .Ic:. .�� . ��--I- 24 / _ , , .�. /.1./II,I I II I _ 50' ACCESS R,O,W. r--------- '------- --=------------r---f �.b`.��. -.I L ,�/ ORIENT, NY 11957 _ � __ 1 moi" NEW YORK NEW YORK 10010 TOWN OF SOUTHOLD-ZONING DISTRICT P (212) 254-1175 1 F (212) 254-1755 R-80 7EXI7INGGRAVEL ROAD IO I .� \ '�'1. 18 �'� 'r%'Q l j a ( LOT AREA ,' , I,r',I�II��N�I --------------------------, NJ 251,933 Sq, ft, (5.78 Acres) PROJECT#: 1517 32 ; QUI S ¢£o I / �i S-III'`r'I',ill ;r� BACKS -t� A� �- � '�,'\ � ; I,� Iaal,llrl REQUIRED MINIMUM ET � c FRONT YARD SETBACK: 60 ft DRAWN: RZ G� AM S. Rrq Il I L I _ Irl /, �, 10 ;.-� — I'1'JI Ii'I I'I`rl l r ✓ ;,I SIDE YARD SETBACK: 20 ft (45 ft combined) __—�— ---�--__L_-- _ �j I REAR YARD SETBACK: 75 ft CHECKED: WR REQUIRED BLUFF SETBACK WETLANDS __ , / . SETBACK FROM BLUFF: 100 ft d► I I _ DATE: 05.08.2017 I�+ BUILDING HEIGHT 0 13 �� \ may— / MAX,ALLOWALBE HEIGHT: 35 ft - 2 1/2 Stories SCALE: AS NOTED �� HEv� ACCESSORT STRUCTURE(POOL HOUSE) / \ MAX.ALLOWALBE HEIGHT: 16 ft(Fora Flat Roof) 19 / �I II \ SETBACKS: 25 ft(FOR LOTS 80,000 sq, ft, AND OVER) ACCESSORY STRUCTURE: 4 � POOL HOUSE MAX.ALLOWABLE AREA: Not to exceed 3°/G of Total Size of Parcel ARCHITECTURAL SITE PLAN � ALLOWABLE: 3%*251,933 sq. ft. =7,558 sq. ft, PROPOSED: 660 sq, ft, /251,933 sq. ft. =0.2% . 18 N 1 PROPOSED SITE PLAN #OF BEDROOMS: 0 BEDROOMS 111= 1001-011 LOT COVERAGE MAX. ALLOWABLE AREA: Not to exceed 20%of Total Size of Parcel ALLOWABLE: 20%*251,933 sq. ft. =50,386 sq. ft. A3 PROPOSED. 7,563 sq,ft./251,933 sq, ft. =3% TEST HOLE DATA EROSION CONTROL NOTES: DRYWELL SCHEDULE - GENERAL NOTES. LEVIN TEST HOLE PERFORMED BY 1,THE PROPOSED EROSION CONTROL MEASURES SHOWN ON THIS PLAN 4, PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE DRYWELL# DIAMETER DEPTH NOTES 1, PROPERTY OWNER; DAVID&LINDSAY LEVIN MCDONALD GEOSCIENCE, 12/21/15 SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION, ADDITIONAL PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR EI.27.1' Exist, GRADE EROSION CONTROL MAY BE NECESSARY, BASED UPON FIELD CONDITIONS THAT PROLONGED STORMS, MAINTENANCE MEASURES INCLUDE, BUT ARE NOT 1,16'-0" DIA. 4 VF 2, PROPERTY ADDRESS; 29821 MAIN ROAD HOUSE BRowN MAY DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAY BE REQUIRED BY LIMITED TO, CLEANING OF SEDIMENT BASINS OR TRAPS, CLEANING OR REPAIR 1,2 10'-0" DIA, 4VF ORIENT, NY 11957 SILTY THE TOWN OF SOUTHOLD.THE FOLLOWING GENERAL CONDITIONS SHALL BE OF SEDIMENT BARRIES, CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND 1,3 10'-0" DIA, 4 VF 3. PROPERTY TAX MAP#: 1000-14-02-1,9 SAND SM 4.0' OBSERVED: 0" DIA 4 6' . - . 4 VF 4,TOTAL SITE AREA: 241,540 SQ, FT, (5,545 ACRES A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN CLEANING AND REPAIR OF INLET PROTECTION, 1 ) 2,1 10'-0" DIA, 4 VF 5,AREA WAN CLEARING LIMITS: 42,624 SQ, FT, (0,978 ACRES) BROWN UNDISTURBED, 5,APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST CONTROL. 5,1 10'-0" DIA, 4VF 29821 MAIN ROAD SILT B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE 6,THIS PLAN REFERENCES A SURVEY PREPARED BY PECONIC SURVEYORS, ORIENT, NY 11957 5,2 10'-0" DIA, 4 VF P,C, LAST REVISED 02.03.17, AS PER THE SURVEY, THE TOTAL AREA OF ML SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE 6,A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT 6,1 10'- DIA, 8 VF POOL BACKWASH EXPOSED, SOILD AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS, THE DISTURBANCE IS 42,624 SQ FT (0.978 ACRES) 8'0 C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS NOTE ON DOWNSPOUTS:TO REVISION DATE REDUCE RUNOFF VELOCITIES AND QUANTITIES, PERMANENTLY STABILIZED, D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES, ALL DOWNSPOUTS&LEADERS TO BE 3" DIA,; LOCATION OF LEADERS AND UNDERGROUND PIPING CONNECTION TO DRYWELLS AS NOTED ON PLAN FILING SET 05,10,2016 BROWN E. SEDIMENT SHALL BE TRAPPED ON THE SITE. 7, SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL SILTY SAND REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY EI LI N AMENDMENT NOTE: FILING AMENDMENT SET 05,08,2017 SM SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND STABILIZED,AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. 29.0' "NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT THIS IS AN AMENDMENT TO THE STORMWATER MANAGEMENT PLAN APPROVED WATER IN CONTROL," 8,ALL 1;2& 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION DURING LEGEND (PROPOSED) FOR THIS PROPERTY BY THE SOUTHOLD BUILDINGS DEPARTMENT ON BROWN CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT 08.08.2016. SILTY 2, SEDIMENT BARRIERS(SILT FENCE, HAY BALES OR APPROVED EQUAL)SHALL EROSION WILL BE PREVENTED. NECESSARY MEASURES SHALL INCLUDE, BUT SAND BE INSTALLED PRIOR TO ANY GRADING WORK ALONG THE LIMITS OF NOT BE LIMITED TO, HAY BALES, SILT FENCE, SILT TRAPS/BASINS, JUST MESH, -w- WATER -.�.�.�- SURFACE FLOR ARROW THE PROPOSED AMENDMENT INCLUDES: SM ® 30,0' - RELOCATION OF THE APPROVED SWIMMING POOL AND POOL EQUIP. SHED; ° DISTURBANCES AND SHALL BE MAINTAINED FOR THE DURATION OF THE WORK, HIYDROSEEDING, ETC,AND SHALL BE MAINTAINED FOR THE DURATION OF NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT CONSTRUCTION AS WELL AS FOLLOWING THE COMPLETION OF - E- ELECTRICAL -----31- PIPE FLOR ARROW - PARTIAL RELOCATION OF THE NEW GRAVEL DRIVE; WATER IN PROPERTIES, WETLANDS OR ROADS. CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED PLANTINGS HAVE ,;; -12) NEW ACCESSORY STRU TURF : POOL HOU E&POOL SHED EACH FILED -S- SANITARY ��/} DRYWELL W/2" INLET DRAIN SEPARATELY BROWN BECOME ACCLIMATED/ESTABLISHED AS DETERMINED BY THE TOWN OF FINE SAND 3, GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED SOUTHOLD, COVER - REVISED CALCULATIONS &DRAINAGE&STORMWATER MANAGEMENT DETAILS SP 38.0' THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED, SEED MIXTURES O DRAINAGE TRIBUTARY • SHALL BE IN ACCORDANCE WITH THE SOIL CONSERVATION SERCIVE BOUNDARY -- DOWNSPOUT&UNDERG- NOTE:WATER ENCOUNTERED 29' RECOMMENDATIONS, BELOW SURFACE ROUND PIPNIG TO DRYWELL B BORING LOCATION DRAINAGE NOTES NOTES EXISTING THE STORM DRAINAGE SYSTEM ARE DESIGNED FOR A 2" RAINFALL VOLUME FOR WELL ALL TRIBUTARY AREAS, I I I 1, RUNOFF COEFFICIENTS: I I PAVEMENT, ROOF, CONCRETE, OTHER IMPERVIOUS AREA = 1,0 I I I I GRAVEL DRIVEWAY =0.5 LANDSCAPED, GRASSED, NATURAL AREA =0,3 2, DRAINAGE STRUCTURES INCLUDE NEW 10' DIA, PRECAST STORM DRAIN o I I \� RINGS WITH A CAPACITY OF 68.42 CF/VF AND NEW 6' DIA. PRECAST STORM N/O/F /� N/O� 1\ I o I I / i SEPTIC DRAIN RINGS WITH A CAPACITY OF 22,33 CF/VF, PJH REALTY CORP / PJH REALTY CORP 1 \\ I I I N/O/F FLOOD ZONE LINE COUNTY OF SUFFOLK j I (VACANT) EXISTING CECILIA LALEZARI 3, ALL ROOF DRAINAGE PIPING SHALL BE 8" DIA, MIN, HDPE,ALL SITE NEIGHBORHOUSE S > (DWELLING) ZARI DRAINAGE PIPING SHALL BE 12" DIA. MIN. HDPE SLOPED AT 2%SLOPE UNLESS OTHERWISE NOTED, 1168.21' -, N15009'20"W SILT FENCE&LIMIT EXISTING/ NEIGHBORS� \ �\ \ � �� ••r---� •�� ...�� •�.� •mamm •�� •- •-- •-- -_ •�o OF DISTURBANCE / / 1'DEEP GRAVEL BED;S E\� GARAGE \ I i \\ COASTAL EXISTING 1 \ i \J EROSION STEPS& z ,�\\ I / • �• •�'-�'an •�� •�� r.�,� • SECTION DETAIL A004/1 /� J I - i- • •�• •�� •�� •� •� ��_J �r_� HAZARD LINE LANDIN DRAINAGE CALCULATIONS / ,lo li ld 1's lb / 2i 11 •��-` • `` -- -`-- -•�•...�/ _ ' ' ; 23 28 `301 ` �- •� • •I'�I1I,//r'✓l,l'1 % n __ 1 / ' \`32, 34 38 9B 4o 12 401�3o I•I • I- -T------- --- - _____ _ PROVIDE STORAGE FOR 2 RAINFALL FOR AREA DISTURBED BY IMPROVEMENTS, STORAGE IN LEACHING POOLS, STORM CHAMBERS, AND GRAVEL BED, 1_ £r -,I---_ - - _ \ I 1 I,r r 11 l l r I l r ,I, r / I l I111 / 1 PROPOSED I / ; STING ` s TRIBUTARY AREA 1 -HOUSE L SURFACE TYPE C I i STABILIZED CONSTRUCTION �' ,/ POOL I 1 _ 150.0' --- ELL PARKING 2 ► DW 1.4 1 I PRJFx�SED \ \` l `` /;i I'i �I�' ' i�' I ` A(Sq,ft.) r V=C xAx r 1 i `.\ ENTRANCE-12'V/'JE MIN. � ' ' � :' '••• i ,�� 1 ,,/// - O BY 50'LONG Mli !TOP SOIL&; '� ��,�-`(�-- FOR.H \ `$,,,/,,� ; �,l I/ I UI I I I J.OF6"DEEP 1' I // / f ` ?STOCK PILE; \ I {, ,' '! ; '' t ROOF 1,00 3170 sq,ft 0,17 V=538,9 of 'MIN.COARSE AGGREGATE ,'' \ I \ ./ ,// / 3 I - }11 \TcST HOLE , ,K I I l� I GRAVEL Under raised deck) 0,50 m EXI I 6 �• \LOCATION _ y/// / a V=52,7 cf o I , �, /} ( 620 s ft, 0.17 �,�I i I STING &RC ,>.;,Y` ti \I II POOL EaPMT 1.3 m /' /' / , o O TOTAL VOLUME REQUIRED V=591,6 cf / DIRT A ROAD w 6.1 ' SHED 1 B-3 -- --- - _ Ir',/ ,I `* Ii c F.F.E.22,0' \\ ; / - --_ 1,!'1 j11/1+' 'l iI M .r ♦ DW 2,1 t // / \ _co b ----(------------------------------------- ----- ----....-----•------... ;- _ _ - O STORAGE PROVIDED BY - --�---------------.------ - ---- �� I ''l / 'I Ill l I rJ \ _ A. �\ -k, l'Ir 1, I I f 2 (x2) 10 DIA. X 4VF DRYWELLS @ 68,42 cf/vf (V=547,36 cf) j :! ARKIN TOP SOk_& ' cD ' '\11 I I , LS @ 22,33 / 4 s cK PILE , 1 ::._ -_- \_" - /,, I I ' (x2) 6 DIA,X 4VF DRYWELLS cf/vf =178,64 c - I - .. ;---•------------- ,/ . , l �; f - (V fl V-726 cf / // / /'/ / �. •' PROPOS�7 j- IiT� Y I MAIN HOIJtEI/� f I ao I / ' ' / /SANITARY / F.F.E.31,0'\ \ 1/1 7 N ZONE AE / /1'DEEP GRAVEL / l I ACCESSORY !! /I! h N (EL.6 ft) I / / /'/ - �J` ^� STRUCTURE l I'I r f ,I O z 0 1 / / BED;SEE SECTION sT� \ 'I B 4 I"' O TRIBUTARY AREA 2-DRIVEWAY"A" 8 + 11- SURFACE TYPE C x A x r \ / / i DETAIL A 004/2 QST / N B-1 r\ J N / / F.F.E.F,F.E.220' } _t _ i / I -- ,+ F06ECD(Ny ; . 1, � I/�, �I II C A s ft, r I� --- --- --- / \ �� / phi) \ V1fi DD DECK I I ' I / -- ----/-- - ------- ' - J \ / LFI I I J r� ------- / ------ l-----1- ' + \ I j �I GRAVEL DRIVEWAY 0,50 2106 sq.ft, 0,17 V=179,01 cf 4 I °8 10 *- is 20 22 Y4 / �� l 1 I \ \`, \\II i I 1 11 I ' I / 1 ZONE AE 26 28 30 32 ' 34 1 38 9b // i I I / , / , / do 33 �s \3I3�! so I 11o1 d (EL. 14 ft) / / DW-5.1 _ TOTAL VOLUME REQUIRED V=179,01 cf 1160.33 �'�• .y'�• �`• / / / T• �.• �� 2�� 1 I •'��,• 1:r�.' I 1 11,1 I I ' /Manama,46 • ��• ��• �• m��, m�• a �• �a• �• �• � STORAGE PROVIDED BY ' S1�`°19'15"E I '?4� •����-1I*�T!+!�i+l�-� (x1) 10'DIA,X 4VF DRYWELLS @ 68.42 cf/vf (V=273,68 cfj V-273,68 cf TRIBUTARY AREA 3-DRIVEWAY"B" 425'-0"- EXISTING; NO WORK SILT FENCE&LIMIT / E(ISTING ; SURFACE TYPE C A(sq.ft,) r V=C x Ax r EDW OF DISTURBANCE / \ NEIGHBORS f EDWARD PRAGER --� JOAN PRAGER / / .., \ DRIVE `�� �` ; GRAVEL DRIVEWAY 0,50 6450 s ft, 0,17 V=548,25 cf (DWELLING) / -7 \ /�_� � \ f / \ \SEPTTC TOTAL VOLUME REQUIRED V=548,25 cf E(ISTING \ / STORAGE PROVIDED NEIGHBORS \\ i 1 1 ( o ) � USING 4 W x 1 D x 525'L GRAVEL BED(309,o' VOID) V=630 cf TRIBUTARY AREA 4-DRIVEWAY SE "C" SURFACE TYPE C A(sq.ft,) r V=C x Ax r 3. EXISTING-__. j \���' GRAVEL DRIVEWAY 0,50 1937 sq,ft. 0,17 V=164,645 cf WELL f TOTAL VOLUME RE = RYALL PORTER SHERIDAN ARCHITECTS REQUIRED V 164,645cf 45 WEST 21st STREET I 4th FLOOR f STORAGE PROVIDED NEW YORK , NEW YORK 1 0 0 1 0 I USING 5'W x VD x 11 4'L GRAVEL BED-(30%VOID) V=171,Ocf P (212) 254-1175 I F (212) 254-1755 N/0/F I N/O/F BRIAN PUSHIC I PJH REALTY CORP I� PJH/REALTY CORP TRIBUTARY AREA 5-POOL HOUSE& P COUNTY OF SUFFOLK POOL STORAGE SHED SURFACE TYPE C A(sq,ft.) r V=C x A x r PROJECT#: 1517 N15°09'20"W I v*1ED -4 O ROOF(Pool House) 1.00 810 sq.ft 0,17 V=137,7 cf DRAWN: RZ (���� RC'S' - 854.74' PAVEMENT AREA A 1amamam ,00 710 sq,ft. 0,17 V-120,7 cf w ��a� �' RYq� �QO 854.74' EXISTING DIRT&RCA ROAD • • • °� � g 3 3 � 3 •�•- . (Stone pavers on sand bed) Q` 3r��' � 3 JV, 3 3 LU ROOF(Storge Shed) 1,00 270 sq,ft 0,17 V=45,9 cf CHECKED: WR PAVEMENT AREA B 1,00 620 sq,ft, 0,17 V=105,4 Cf + 50'ACCESS R,O,W, 3 _ (Stone pavers on sand bed) GRAVEL (Under Raised Deck) 0,50 350 sqA 0,17 V=29,75 cf DATE: 05.08.2017 4, d0 • \ Q 0250 S15009'20"E D� • • -� -� TOTAL VOLUME REQUIRED V=439,45 cf SCALE: AS NOTED 850.64' --�� TERRY SOU STORAGE PROVIDED BY / TERRY MULFORD HOUSE INC SOUTHOLD TOWN OF I NATURE CONSERVANCY (x2) 10'DIA, X 4VF DRYWELLS @ 68,42 cf/vf (V=547,36 cfl V=547,36 cf STORMWATER 858'-9" - EXISTING; NO WORK TRIBUTARY AREA 6-SWIMMING POOL SURFACE TYPE C A(sq.ft.) r V=C xAxr MANAGEMENT PLAN N ROOF/OTHER IMPERVIOUS 1,00 940 sq,ft 0,17 V=159.8 cf �= , NG AND DRAINAGE PLAN (Swimming Pool) TOTAL VOLUME REQUIRED V=159,8 cf STORAGE PROVIDED BY (x1) 6' DIA, X 8VF DRYWELLS Of 22,33 cf/vf (V=178,54 cfl V=178,64 cf BORING LOGS LEVIN 18'-0"MAX, C, TO C. B-1 HOUSE Vicinity High Tide: 5:31 AM Low Tide: 12:06 PM Water Level is 26'0" below Ground Surface GRADE 10:30 AM 16" MIN, - 30"Blows Penetration CLASSIFICATION OF SOIL Sample of Spoon From To Spoon In Inches 29821 MAIN ROAD HEIGHT OF ORIENT, NY 11957 jFILTER FABRIC Ground 2' Coarse to Fine Brown and Dark Brown \/ ( Surface Topsoil into Silty Sand, some Gravel (S ) t7 6" MIN. Sample t! 1 @ 0" to 2' Hand Clear 24" 2' 4' Fine Brown Silty Sand, some Gravel, z REVISION DATE `n11n some Large Gravel, some Roots (SM) Sample # 2 @ 2' to 4' Hand Clear 24" a FILING SET 05.10,2016 4' 6' Fine to Coarse Brown and Light Brown 8 Sand, some Gravel, some Large Gravel (S FILING AMENDMENT SET 05,08,2017 PERSPECTIVE VIEW sample # 3 @ 4' to 6' 16-21-22-2 24" O 6' 10' Fine to Coarse Light Brown and Rust Brown Sand, some Gravel, some Large 0 Gravel (SW) s Sample # 4 @ 6' to 8' 12-17-22-2 24" 9 c Sample # 5 @ 8' to 10' 12-14-16-22 24" n z 10' 22' Fine Light Brown Sand, snme Gravel (SW) 'n 36" MIN. 2X2 FENCE POST @ 10' 36" MIN. 2X2 FENCE POST @ 10' Sample # 6 @ 15' to 17' 5-8-11-10 24" MAX SPACING W/WIRE MAX SPACING W/WIRE Sample # 7@ 20' to 22' 11-14-17-14 24" SUPPORT, 36" MAX HEIGHT SUPPORT, 36" MAX HEIGHT 22' 32' Fine to Coarse Brown Sand, some Gravel ( W) Sample # 8 @ 25' to 27' 5-6-10-8 24" WOVEN WIRE FENCE(6X6- 10/10 WWF) WOVEN WIRE FENCE(6X(3- 10/10 WWF) sample # 9 @ 30' to 32' 8-10-14-12 24" GEOTEXTILE FILTER CLOTH; 20" GEOTEXTILE FILTER CLOTH; 20" END OF BORING: 32'0" HIGH MIN, SECURED TO UPSTREAM HIGH MIN. SECURED TO UPSTREAM - x- z SIDE OF POST/TOWARDS EARTH SIDE OF POST/TOWARDS EARTH NOTES DISRUPTION DISRUPTION B-2 O Vicinity Low Tide: 9:43 AM `V FLOW STO, FLOW High Tide: 3:31 PM E29,0 HEIGHT water Level Is 1:301rPM below Ground Surface SLOPEZ07 GRADE _ 0) '- DEPTH 30"Blows Penetration Z — CLASSIFICATION OF SOIL Sample of Spoon From To Spoon In Inches Z Ground 2' Coarse to Fine Brown and Dark Brown = Surface Topsoil with Organics into Silty Sand, trace ( Sample Gdlale@ 0"Mto 2' Hand Clear 24" �d� = 4" MIN, X 6" MIN, TRENCH W/ 3/4" MIN, DRAIN 2' 6' FinetracBrown Sa(SM/Slay and Silty Sand, COMPACTED BACKFILL; — _ ROCK Sample # 2 @ 2' to 4' Hand Clear 24" =IIII—IIII= EMBED FILTER CLOTH MIN, I I=IIII—III Sample # 3 @ 4' to 6' 1-3-7-10 24" 6" INTO GROUND " 6' 15' Fyne to Coarse Brown, Rust Brown and Light Brown Sand, some Gravel (SW) tC TRENCH DETAIL INSTALLATION W/O TRENCH sample # 4@ 6' to 8' 11-15-21-1 24" o tv Sample # 5 @ 8' to 10' 12-17-25-2 24" M NOTES: £ 15' 27' Fine to Coarse Light Brown Sand, some c Gravel (SW) 0 1. SILT FENCE SHALL BE PLACED ON SCOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY, sample it 6 @ 15' to 17' 9-13-13-1 24" Sample # 7 @ 20' to 22' 12-18-24-23 24" 2. INSPECT&REPAIR FENCE AFTER EACH STORM EVENT&REMOVE SEDIMENT WHEN NECESSARY, Sample # 8 @ 25' to 27' 8-9-9-10 24" MAINTAIN 9" MAXIMUM RECOMMENDED STORAGE HEIGHT, 27' 32' very Fine Brown Sand (SP) Sample # 9 @ 30' to 32' 6-9-11-11 24" 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT END OF BORING: 32'0" OFF-SITE&CAN BE PERMANENTLY STABILIZED, 4. MAXIMUM DRAINAGE AREA 1/2 ACRE/ 100 LINEAR FEET _ 3 SILT FENCE DETAILS B-3 NOT TO SCALE Vicinity Low Tide: 9:43 Tide: 3:31 AM H Water Level is 31'0" below Ground Surface 10:00 A3i DE T1 30"Blows Penetration From To CLASSIFICATION OF SOIL Sample of Spoon Spoon in Inches Ground 6Fine Brown and Dark Brown Silty Sand, Surface trace Gravel (SM) Sample # 1 @ 0" to 2' Hand Clear 24" 12'-0"-PROPOSED DRIVEWAYSample # 2 @ 2' to 4' Hand Clear 24" r r Sample It 3 @ 4' to 6' 4-7-8-9 24" � 6' 8' Fine to Coarse Brown and Rust Brown n 6" +/- PLANTED BERM Sand, some Gravel (SW) Sample # 4 @ 6' to 6' 18-20-21-22 24" EXISTING GRADE8' 17' Fine to Coarse Brown Sand, some Gravel, 2%SLOPE EXISTING GRADE Some Large Gravel (SW) Sample It 5 @ 8' to 10' b 4-23-25-28 24" yy , 0.y. • _ s =. .' — : .� Sample 4E 6 @ 15' to 1" 11-15-21-20 24" tr' .w •-,. S�`'RY �e' - „f'-, �'"1",I -IIII L I T—IIII IIII _ 17' 32' Fine Brown and Light Brown Sand, some Gravel (SW) — Sample # 7 @ 20' to 22' 0-17-22-23 24' — Sample # B @ 25' to 27' 7-28-30-32 24" y 5'10 I I I Sample # 9 @ 30' to 32' 7-11-10-11 24" 32' 37' Fine Brown Sand, trace Gravel (SW) Sample # 10 @ 35' to 37' 8-11-12-14 24" —IIII —IIII—IIII IIIIIIII IIIIIIIIIIII—IIII IIII IIII—IIII IIII III IIII IIII IIIIII END OF BORING: 37'0" 3/4"-2"CLEAN, CRUSHED R . ANGULAR STONE 2" FINISH GRAVEL 8"THICK PRECAST CONCRETE TRAFFIC GEOTEXTILE MIRAFI 160 WRAP � � BEARING SLAB CONCRETE COVER ON ALL SIDES OF CRUSHED 4" GRAVEL SUB-BASE B-4 w. Vicinity High Tide: 5:31 AM s s STONE PM GEOTEXTILE WRAP water Level is 30'01.w Tide: belo12:w6Ground Surface M 8:00 AM DRIVEWAY CROSS SECTION A (FOR TRIBUTARY AREA 4) 3Samplea PofSpotlan � 3 GRADE CLASSIFICATION OF SOIL Sample of Spoon X " From To Spoon Inlnches GroundFine ill lilt lilt lilt lilt litl g, `•, °. 2 Surface SiltySand, trace Gravel Barn(SMjsoil into co ' Sample # 1 @ 0" to 2' Hand Clear 24" d RYALL PORTER SHERIDAN ARCHITECTS y ((SM/SM/nSC)ana Gray Silty sand, Goma 4 5 W EST 2 1st STREET I 4th F L O O R Cla Sample # 2@ 2' to 4' Hand Clear 24" 0 N E W YORK , N E W YORK 1 0 0 1 0 o ® ® ® ® ® ® 1 Sample # 3 C 41 to 61 4-6-4-7 24" y P (212) 254-1175 I F (212) 254-1755 w - , 6' 8' Fine Brown and Light Brown Sand, some o ® ® ® ® ® r: � ® ® ® 12-0 - PROPOSED DRIVEWAY Clay, some Gravel, some Large Gravel (5C Sample # 4 @ 6 to 8 10-13-14-1 24" a PROJECT#: 1517 ® ® ® ® ® DRAINAGE PIPE(TYP.)AS 8' 22' Fine Light Brown Sand, some Gravel (SW) o NOTED a: ® ® ® ® ® 6" + PLANTED BERM sample # 5 @ 8' to 10' 16-16-16-18 24 ,*' F,R 1F:D q Sample # 6 @ 15' to 17' -10-15-19 24" y ��� RC DRAWN: RZ '• = PRECAST CONCRETE EXISTING GRADE p " � {• . �G v�PM S.ayq(� LEACHING RING AS NOTED �o 2%SLOPE EXISTING GRADE Sample 7 @ zo to 2z 10-10-14-16 z4 � Fr ® ® ® ® CLEAN SAND& 22' 35' Fine Light Brown and Rust Brown Sand, trace Gravel (SW) CHECKED: WR O ® ® ® GRAVEL }'.W„,. .M,. °� q. �',. r .: '.' � ,.� ., , �.-� � j�'�(.�" " •'— = Sample (i 8 @ 25 to 27 20-17-22-21 24„ 07 z Illi III III IIII IIIIi Sample B 4 @ 30' to 32' 11-14-14-13 24" Q DATE: 05.08.2017 35' 52' Fine Light Brown Sand, trace Gravel IIII Z Sample # 10 @ 35' to 37' 8-9-11-10 24" SCALE: AS NOTED op NEW 4'-01 — 0 Sample # 11 @ 40' to 42' 3-8-9-8 24" 01, Z — _ _ — Sample # 12 @ 45' to 47' 9-11-14-14 24" :5 CLEAN SAND&GRAVEL —IIII IIII IIII IIII IIII—II IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII II Sample # 13 @ 50' to 52' 10-13-25-R FDSAL 18" 4 N GROUND 3/4"-2"CLEAN, CRUSHED STORMWATER IJ WATER ANGULAR STONE 2" FINISH GRAVEL END of BORING: 52'0" MANAGEMENT PLAN Ilk 2'-0"MIN. AS NOTED ki 2.-011 GEOTEXTILE MIRAFI 160 WRAP 4" GRAVEL SUB-BASE ON ALL SIDES OF CRUSHED NOTE; BORINGS PERFORMED BY SLACKE TEST BORING, INC. ON FEBRUARY, 17 STONE GEOTEXTILE WRAP 2016, 4 TYPICAL SECTION @ LEACHING POOLS 1 ���IVEWAY COSS SECTION A (FOR TRIBUTARYAREA 3) NOT TO SCALE = 1 -0 LEVIN HOUSE 29821 MAIN ROAD ORIENT, NY 11957 REVISION DATE FILING SET 05.08.2017 FOUNDATION PLAN KEYNOTES s 1, 4"THICK CONCRETE SLAB 2. FOOTING AS PER STRUCTURALS 3, EXPOSED CONCRETE WALL 4, DRAIN TILE ALONG RETAINING WALL, DRAIN TO DRYWELL 5. EDGE OF SLAB ON GRADE 6. 4" INSULATION SPACE BETWEEN FOUNDATION WALL&GROUND FLOOR SLAB, SEE DETAIL WALL SECTIONS 7. SONOTUBE PIER FOOTING, AS PER STRUCTURALS 8. GRAVEL SURFACE 25'-0" 24'-21/8" 36-7 3/4" 9. CONCRETE FOOTING FOR EXTERIOR MASONRY FIREPLACE; T.O. CONCRETE 8" BELOW GRADE 8.-U 6" 41/4" 34'-11 1/4" 41/4" 6" — i — — — — — — — — — — — — — — — — — — — — — — — — — — — — —�— — — — — — ------------ — -------------------------------------------------------------- i ! r ---------------------------------- i I _ ____ _ ---- --------- I 3'-41 � 2'-4" 5'-1 -1" 5'-1 2-4" 8.c0 51 I I I I Y 0) � ---- � i � : I I •' I I I I I FF ELEV, 1 I I i i I I +0'-0"(22'-0"ASL) F- �, I I co j I I I I I I I �• I I I I I I L-}-------� coTD I I I I I I I I I - I I I I I I - O - - - - - - - - - - - - - -u----- - ------ ----- -- -- ---- -- - ------- - -� - � . . . . . . . . . 3 ------------------------ ------. N I I I I I I I I I I I I I co { I I 1 I j I N 2 8' 0" 8' 0" 7'-10" F— — — — — — — — — — — — — — — — — — — — — — lo 21/8" 9 7/8" - - i - - - - - - - - - - - -----•----------- - - - - - - - - } ==- - - - i i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - p I it I I I I I 7 I I I I r i t I I I I RYALL PORTER SHERIDAN ARCHITECTS it I I j j 45 WEST 21st STREET I 4th FLOOR i it I I NEW YORK , NEW YORK 10010 i it I I I ACCESSORY STRUCTURE: POOL HOUSE I o P (212) 254-1175 I F (212) 254-1755 POOL SHED - FILED UNDER SEPARATE APPLICATION PROJECT#: 1517B c 3 II I I I I VE ED) aq DRAWN: RZ �<iG \PM S. RY4 y'� N I I CHECKED: WR ....., ------------------— — — — = — — ...... — — — Lt—J — — — ----- — — — — — — — — — — — — ------- — ------------ — ---•— — — — — — –L — 1 DATE: 05.08.2017 `' �lo0150A0 /, p 111, OR, I I SCALE: AS NOTED H Ew I I I ACCESSORY STRUCTURE: POOL HOUSE FOUNDATION PLAN 1 ACCESSORY STRUCTURES: POOL HOUSE & STORAGE SHED FOUNDATION PLAN 1/4°=1'0" IGO X LEVIN ACCESSORY STRUCTURE: POOL HOUSE A'0°` HOUSE 19 7z� 21 (POOL SHED - FILED UNDER SEPARATE APPLICATION 29821 MAIN ROAD ORIENT, NY 11957 20 REVISION DATE ----- X FILING SET 05.08.2017 21 r 1/4":12" 1/4":12" r--- 1 AXXX 1 I I I i I I I 1 I I I I I 1 X N L___J I L--- / \ 1/4":12" N N FLOORPLAN KEYNOTES 1. EXPOSED CONCRETE WALL 19 21 2. 6"X 6"WOOD LANDSCAPE TIES 13 3. GRAVEL&STEEL GARDEN EDGING 4, IN-GROUND STONE PAVER SET IN SAND BED x ACCESSORY STRUCTURES: POOL HOUSE & STORAGE SHED ROOF PLANS 5. IN-GROUND WOOD DECK ON SLEEPERS, SET IN 2 GRAVEL BED 6. BUILT-IN STORAGE SHELVING 1 2 1 7. STL, ST. BRAIDED CABLE GUARDRAIL ON A200 A300 A300 1 1/2"x 1 1/2" MARINE GRADE, SANDBLASTED ALUM. POST; W/2"x 2"WD CAP W/EASED EDGES; 1/4" RADIUS 8'-0" 18'-6" 6'-0" 1'-6" 8. CUSTOM DOOR AT STORAGE SHED TO MATCH 6'-0" 2'-6" 3'-0" 3'-0" 6'-0" SHED SIDING 9. OUTDOOR SHOWER ` E1 B 03 04 05 10. SKYLIGHT 17 1 1 11. POOL EQUIPMENT A301 420 --- ———— -- — 12. CANTILEVERED WOOD BENCH 13, WOOD PERGOLA AS PER STRUCTURALS 14. BUILT IN CABIINETS ,I 1 15. POOL FENCE, SEE POOL DRAWINGS 14� � i � 3 16. SELF-CLOSING, SELF-LATCHING GATE mW-01 I 1 a 14 2 i Mw-o5 17. UNE OF ROOF OVERHANG / 18. EPDM SYNTHETIC RUBBER ROOFING I POOLROOM o� I WC 2 STORAGE I MEMBRANE W/30 YEAR WARRANTY, TYP. BUILT OUTDOOR SHOWER o J I A 01 N 01 I / 1 03 j I 04 ! i UP TO SLOPE AS INDICATED '.. - 4 I I FS I 1 1 O WD 1 _ 19. ZINC-COATED COPPER SCUPPER&3" LEADER O 9 / I 2 CONCEALED BEHIND RAIN SCREEN \ I A201 A200 I I" 20, W/STEEL CAP ABOVE, MASONRY CHIMNEY A201 SLOPE TO DRAIN x\ J I FF ELEV. FF ELEV." _ ! F ELEV, 3 - p I I �0'-6" +0 2' - 21. PARAPET W/ZINC- A200 o t 11 1 I (2 0 ASL) o H LLW = + b X22' L) COATED COPPER COPING / 6 POOL EQPT. &STO. 0 A AY 02 A300 I Mw-02 I 01 � \\ 12 / FFELEV. 2 i +0'-0"(22'-0"ASL co J"I. 0041 A301 -- - -- . -- - - 01 I• 06 o _ 5-6 5-0' 4-0 101-6110.. 10'-0" 61 of I „ I ._,_.... _..,. . - - -- - iz! - 8-6 11 -0 -G ao - - II I.I I - -- -- -- -- FF ELEV,oL 0 6 O DN3R 011 ... -------------I----- F - 0 4,._0„ f 15 i 16 1 2 4 24'-6" N RYALL PORTER SHERIDAN ARCHITECTS PERGOLA I f- 5 45 WEST 21st STREET I 4th FLOOR L =— _ = —J� , �_� NEW YORK , NEW YORK 1 0 0 1 0 13 i FFELEV. ACCESSORY STRUCTURE: POOL HOUSE P (212) 254-1175 I F (212) 254-1755 oL II o (POOL SHED - FILED UNDER SEPARATE APPLICATION PROJECT#: 1517B I 11 I ! I �CiRED Aj.10 , L_____ ____� ====_nN3lLT---- DRAWN: RZ ��� S. I T CHECKED: WR 15 16 DATE: 05.08.2017 " O N � '9���° 0150�`� O SCALE: AS NOTED Op N EW — 15 4 A200 ACCESSORY STRUCTURE: POOL HOUSE NOTE: FLOOR PLAN & ROOF PLAN SEE SHEET A001 FOR EXTERIOR WALL TYPES& MATERIALS N 1 ACCESSORY STRUCTURES: POOL HOUSE & STORAGE SHED FLOOR PLANS Jlowft ELECTRICAL SYMBOL LEGEND ELECTRICAL NOTES LEVIN B RECESSED DOWNLIGHT 1, INSTALLATION: ENTIRE INSTALLATION SHALL COMPLY WITH THE 2010 RESIDENTIAL CODE OF NY STATE, 9. ADDITIONAL RECEPTACLES: IN ADDITION TO RECPETACLES INDICATED IN ELECTRICAL PLANS HOUSE B RECESSED WALL WASHER ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY MISCELLANEOUS ITEMS,WHETHER ELECTRICAL CONTRACTOR SHALL PROVIDE TYPICAL RECEPTACLES NECESSARY TO COMPLY WITH C>+ WALL MTD FIXTURE SPECIFICALLY INDICATED OR NOT, TO RENDER A COMPLETE ELECTRICAL INSTALLATION. REQUIREMENTS OF 2010 RESIDENTIAL CODE OF NEW YORK STATE AS WELL AS (8)ADDITIONAL -� CEILING MTD FIXTURE RECEPTACLES &NECESSARY CIRCUITING TO BE LOCATED BY ARCHITECT DURING CONSTRUCTION, 2, ELECTRICAL SERVICE: ELECTRICAL CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY& 29821 MAIN ROAD � CEILING PENDANT ORIENT, NY 11957 PROVIDE ALL NECESSARY TRANSFORMERS &EQUIPMENT AS REQUIRED FOR UNDERGROUND ELECTRICAL 10. DATA OUTLETS:ALL DATA OUTLETS TO BE LUTRON DESIGNER SERIES FIELD CUSTOMIZABLE MULTI-PORT a RECESSED WALL FIXTURE SERVICE TO THE RESIDENCE , FRAMES&MATCHING COVERPLATES, PROVIDE CABLE JACK&TELEPHONE JACK WITH HOME RUNS TO 10- GRADE UPLIGHT REVISION DATE UTILITY ROOM 09, 3. COORDINATION:VERIFY IN FIELD ALL MECHANICAL EQUIPMENT& MISC.APPLIANCE ELECTRICAL LOADS, FILING SET 05,08,2017 -69- SWITCH AMPERAGE&VOLTAGE REQUIREMENTS AND COMPLY AS REQUIRED, ELECTRICAL CONTRACTOR SHALL 11, SLEEVING: PROVIDE(1) 1" o CONDUIT SLEEVE TO EACH DATA OUTLET WITH HOME RUN TO UTILITY ROOM � SWITCH, 3-WAY COORDINATE INSTALLATION OF ALL NECESSARY POWER, FIXTURES, SWITCHES &RECEPTACLES IN 09 FOR FUTURE USE, -4 SWITCH,4-WAY MILLWORK, 4 SWITCH,W/DIMMER 12, SMOKE/CO DETECTORS: SHALL BE PROVIDED &LOCATED TO COMPLY WITH SECTION 313 OF 2010 -69 H RV HRV BOOST(SEE MECH) 4. LAYOUT: ELECTRICAL CONTRACTOR SHALL LAYOUT ALL ELECTRICAL ITEMS ON SLAB FOR REVIEW BY RESIDENTIAL CODE OF NY STATE. ALL DETECTORS TO BE MOUNTED ON WALLS CENTERED AT LEAST 6" OWNER&ARCHITECT PRIOR TO&ROUGH-IN&RUNNING CONDUCTORS. BUT NOT MORE THAN 12" BELOW FINISH CIELING. SEE ELECTRICAL PLAN FOR WALL LOCATIONS. ALL ==e RECEPTACLE DETECTORS TO BE NEST PROTECT MODEL#S3003LWES, GFCI =E) RECEPTACLE GFCI 5. SWITCHES:SWITCHES TO BE LUTRON MAESTRO SERIES WITH DESIGNER SERIES CORRESPONDING =(4 RECEPTACLE WATERPROOF FACEPLATES AND ARE TO BE GANGED PER ELECTRICAL PLANS, ALL LIGHT FIXTURE SWITCHES TO BE 13. GUARANTEE: ELECTRICAL CONTRACTOR SHALL FULLY GUARANTEE THE ENTIRE ELECRICAL INSTALLATION =0 RECEPTACLE ONE SWTICHED OUTLET DIMMABLE W/MULTI-LOCATION DIMMING @ FIXTURES WIRED FOR 3-WAY SWITCHING. REFER TO INTERIOR FOR A PERIOD OF TWO YEARS FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AGAINST ALL ==9 RECEPTACLE 4-PLE)( ELEVATIONS FOR SWITCH LOCATIONS NOT DIMENSIONED IN ELECTRICAL PLANS, TYPICAL SWITCHES TO BE EVIDENCE OF IMPREFECT WORKMANSHIP OR FAILURE/MALFUNCTION OF MATERIALS&EQUIPMENT,WORK MOUNTED 42"AFF OC. FOUND TO BE DEFECTIVE WITHIN THIS PERIOD SHALL BE REPLACED PROMPTLY WITHOUT COST TO OWNER. Eo RECEPTACLE 220V RCP& ELECTRICAL KEYNOTES ® FLOOR RECEPTACLE 6. DIMMERS: ELECTRICIAN TO COORDINATE DIMMER TYPE W/FIXTURE TYPE 1, GRILLE/VENT REFER TO MECH PLANS O JUNCTION BOX 2, LIGHT FIXTURE, REFER TO ELECTRICAL PLANS ® SMOKE/CO DETECTOR 7, RECEPTACLES:ALL INTERIOR RECEPTACLES TO BE LUTRON DESIGNER SERIES WITH MATCHING 3. FRAMELESS FINISH CONCEALED HARDWARE DATA/CABLE/TEL OUTLET FACEPLATE COLOR TBD BY ARCHITECT, PROVIDE GFCI RECEPTACLES WHERE REQUIRED BY CODE. GYPSUM PANEL LOCATED PER UNIT O THERMOSTAT SWITCHED RECEPTACLES TO BE LUTRON HALF-DIMMING WHERE INDICATED. WALL RECEPTACLES TO BE MANUFACTURER'S SPECIFICATION AT AHU'S DOOR BELL MOUNTED HORIZONTAL @ 12" OC AFF, UON, REFER TO INTERIOR ELEVATIONS FOR RECEPTACLE WITHIN GWB CEILING CHIME LOCATIONS NOT DIMENSIONED IN ELECTRICAL PLANS, 4. SKYLIGHT 5. CEILING DROPPED AS NOTED, COORDINATE 8 LIGHT FIXTURES: LIGHT FIXTURES TO BE PROVIDED BY OWNER&INSTALLED BY ELECTRICAL FRAMING WITH MECHANICAL DUCTS&EQUIP CONTRACTOR. REFER TO REFELECTED CEILING PLANS FOR CEILING FIXTURE DIMENSIONS&INTERIOR 6. PROVIDE WATER-RESISTANT GWB @ ELEVATIONS FOR WALL FIXTURE LOCATIONS. BATHROOM CEILINGS 7, RECESSED CURTAIN TRACK 8, PRESSURE-TREATED WOOD PERGOLA 9, CEILING FAN 10, OUTDOOR-GRADE,FLOOR-RECESSED UPLIGHTS AT PERGOLA 11, WALL-RECESSED STEP LIGHTS 12. GRADE, EXTERIOR GARDEN UPLIGHT 13. WALL-MOUNTED FIXTURE / 8'-0"CLG / 12 2 \ / 9 GFCI 2 .J''-6"'CLG x \ 2' 8'-0"AFF �� 9'-0"CLG 6 8'-0"CLG CO / \ °' 13 , — -- — / 9'-0"CLG \\ --- { co ,° ° 2 D D O N w ® c / � � w / ----- o o ------ - a 5 8 1._9., 4._0.. 1 _9 A S FFF k L_2], G RYALL PORTER SHERIDAN ARCHITECTS 8 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 P (212) 254-1175 1 F (212) 254-1755 ACCESSORY STRUCTURE: POOL HOUSE PROJECT#: 1517B (POOL SHED - FILED UNDER SEPARATE APPLICATION .4 - - A DRAWN: RZ 10 CHECKED: WR '4 f DATE: 05.08.2017 OI50bo SCALE: AS NOTED Op o NEW I TO POOL LIGHTS ACCESSORY STRUCTURE: POOL HOUSE RCP & ELECTRICAL PLANS N 1 ACCESSORY STRUCTURES: REFLECTED CEILING PLAN & ELECTRICAL PLAN 1/4!"=l'0" 1 G 2 LEVIN ACCESSORY STRUCTURE: POOL HOUSE HOUSE (POOL SHED - FILED UNDER SEPARATE APPLICATIONS N 29821 MAIN ROAD WD-3 DCC WD-3 CMU ORIENT, NY 11957 i -- -- - - ---- --- ------ - ---- - REVISION DATE 9 - - - POOL HOUSE T,O, PARAPET � --- ----- -- ------ -- -- --- - - ---�- - ---- ------- -___.._.._- - -- ..-..-- -- --- --- - - - -- - ----- --- - - - - - - - ----- ----- - - - ----�"�� FILING SET 05,08,2017 -- --- - -- — - --- - -- +11 -4 rl --------- i` 02 4 l _ l , O - — — — — — -- -- _ � I -- POOL HOUSE F.F.E. ION KEYNOTES +0'-0" (22'-0"ASL) 1, EXPOSED CONCRETE PIER 2. CUSTOM STEEL CHIMNEY CAP DCC WD-3 DCC 3. WOOD DECK 4, STEEL GUARD RAIL W/STAINLESS STEEL CABLE RAILINGS&MAHOGANY HANDRAIL 4 WEST SECTION-ELEVATION WEST ELEVATION 5, WOOD DECK STAIR 6. ZINC-COATED PARAPET COPING 7, EXPOSED WOOD BEAM 8. ZINC COATED COPPER FASCIA FLASHING 9. WOOD PERGOLA 2 ACCESSORY STRUCTURE: POOL HOUSE N (POOL SHED - FILED UNDER SEPARATE APPLICATION WD-3 -- — ; CMU WD-3 - --- - - -- c\j POOL HOUSE - -- - - - - - - - - - - - - - - - - - - - - - PET - ----- -- ---...-- - -- --- - - ---- - - --- -- - +11 -4 -- - - ------------ ------- .......... ...----....----- --------- ---- -- -- - - ---._..........----------- -- ------- ----- ------ -- -- ----- - -- - ---- __._ - o - ----------------------...---------------- ------ -- - - ------...--------------------------------------- 1 -- -- -------------f3S -- p6 -- o -- ---=------- -= - - " . . -.. - - -- - C\j - --- - Y I I; - - - - - - POOL HOUSE F.F,E. _ - - I co T-�----- - ---.-- ---�I- T--- �--�-,-- �-�•.. ���:. +0'-0" (22'-0"ASL) D<C DCC 2 SOUTH ELEVATION FF 2 � 4 d STRUCTURE: P L H 7 ACCESSORY OO OUSE s (POOL SHED - FILED UNDER SEPARATE APPLICATION) WD-3 o cMu wD-3 ??? RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR o - --- ---- --- NEW YORK , NEW YORK 10010 -- --- - - PET 212 254-1175 5 1175 I F 212 254-1755 POOL H OUSE T.O. PARA -- - --- - - -._..__....--- - --- -- - - - +11 -4 -- - - --------- - - ----- -— -=1- - ------ - - -....------ - -- - - -- ---- -- - - ----- - - PROJECT#. 15178 co ---- o ------ -- - t ---- - -- -- ------ - ---- - - .. .. ... . ...... O - DRAWN RZ x co v- ------ ----------------�? -- -------- 04 I, _.. - ----------------------._._.---- . - CHECKED- WR _ / ` - \ - — - _ - -, -- ----- ---- ------------ - -- ---- ---... ---- --- - - DATE: 05.08.2017 -------- ------- - - - ---- - --------- - .,. - - - - --- .. .- - - - - . _......- --- - ---........._. _ _ OAQ t ---- ----- -- - --- - - — '9�� 015 - - - - -- - - ---- - - -- - - -- _ - ------ ----- -- -- - —----- --- - -- -- - '40 r.. - - -....-- -- ---- ----- - - - - - - -- SCALE. AS NOTED OF NEW CD - - - -- -- -- --- - ------- ---- -- - - - -------- ---------- --- -- ---- -- - - 1 i I C\) " 3 ------- ---..._._.- - _ - ------- t l '� ' - POOL HOUSE F,F.E. -- -- - - - - - �� f - — - — I zo 11 11 �_-1.�_ ACCESSORY STRUCTURE. - ---- ---- --- - -- - - - +0'-0" (22'-0"AS ) POOL HOUSE -- ------------------------------------------- EXTERIOR ELEVATIONS DCc 1 NORTH ELEVATION 1/4 =1 0 LEVIN MOUSE 29821 MAIN ROAD ORIENT, NY 11957 REVISION DATE FILING SET 05,08.2017 ELEVATION KEYNOTES 1, EXPOSED CONCRETE WALL 2. CUSTOM STEEL CHIMNEY CAP 3. WOOD DECK 4, STEEL GUARD RAIL W/STAINLESS STEEL CABLE RAILINGS&MAHOGANY HANDRAIL 5. WOOD DECK STAIR 6. ZINC-COATED PARAPET COPING 7. EXPOSED WOOD BEAM 8. ZINC COATED COPPER FASCIA FLASHING 9. WOOD PERGOLA ACCESSORY STRUCTURE: POOL HOUSE ACCESSORY STRUCTURE: POOL HOUSE (POOL SHED - FILED UNDER SEPARATE APPLICATIONS (POOL SHED - FILED UNDER SEPARATE APPLICATIONS N CV I c wD-3 cMu __ �_� �, _ °CWD-3 = 1 -- -_—_1 - cMu RYALL PORTER ] SHERIDAN ARCHITECTS Lo — — � 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 Z\j P (212) 254-1175 1 F (212) 254-1755 - - - - - - - - - - - - - - - - -- - - g -- - - - - - -" -- — - - - - - - - - _ g ---- ---- -- - — — — — —POOLHOUSET,O, PARAPET _— _ PROJECT#. 15176 E D ---- _._.,. . ' _, -- ---- -" ------------- -- - - `��6 ARC --- "" — -- __...--- - - - --" - - --- - DRAWN RZ �C9 S. Ryq --- ---- - ------------ -- -- — — —.— - CHECKED: WRQ' _ I DATE 05 08 2017 o ---- ---------- - -...- ---- - -- -- - -- -- - -- - - --" SCALE AS NOTED CNEW 40 --_ _ _...._.................. - - . —. — --- — : - . . _ --- — - - - ---------- --- - — POOL HOUSE F.F.E. - - - - - - - - - - - - - - - - - - - ----- --- -- - - - -- - _.�_�:� -- _-._. _. - ---- -- - ACCESSORY URE ---_ _ _ ------ r . - . - - - -- -- ---- -- --.---- +0'-0" (22-0"ASL) tea' POOL HOUSE J L_� I �_J L_ I 11 EXTERIOR ELEVATIONS DCC C 2 EAST SECTION-ELEVATION 1 EAST ELEVATION 1/4"=1'0" 1/4"=1'0" LEVIN ACCESE)ORY STRUCTURE: POOL HOUSE ®(, (POOL SHED - FILED UNDER SEPARATE APPLICATION) a /----� IIIIIIIIIII - - - - IIIIIIIIIII I 150 14 dd"aa-,�'�".s..•�•'`.d�., 1 15 12iIIIIIIIIII --------------.i IIIIIII(II I - N POOL HOUSE T,O. PAR A T 29821 MAIN ROAD — , NY 11957 +11 4 DATE3 REVISION -400 -40SIM• FILING SET 05.08 .2017 2 POOL HOUSE F.F,E, L)x +0'-0" (22'-0"AS 4 SWIMMING POOL COPING .— I-_-..I.7-I _I._I.I!__I_-.I-I(-_II.___,I'.-II'-.-_I'_—!-I---I'-II.'II�I-II'�—_=_II-I_II-_II!__I,I I_—--_-I!--,II-.,-."3=--—"1II.:_--r1I1.I�.I,1-�---,-,—I�.III,-,-=-,I_I--_II!!II�,('I!-Ii�II__r.;�,.rLI1�—--I----.I�,—I-.-'III_i.-:-__f--I'_I1I1�.__(II,--__I.!I!-_I--_,I','-I.---.�T�z_t��7.—:-�'I_.-,_-'(,I—,_�-!II.-.-I(-_I��I-I_._II-II€_�.--_—€4.!I,I-_,II ,-=�-,III�II�I'I_!,Il._,I!I'l_i i!__�—__--'III,-,_---,.---I'IIi-_--__s-�iII_J.d�EE_!I.—_,„,'I._I_--_9-IIII.-_----,-—,!--.--,-,I..--:I..--._.I''--I,_-II(-I,I'a----I;I,,——�-,��—--.,i..,'I:!!-TLI1,I.-,-._.-.--_.—,!I,-:.1I,1,-iI►I.--.1I�.'.I„-a..mo---•_——,-4"I!-.�d.IIIII-----�'I-_---—---_�_!I-—_I';-I_I:I_1_II--.,—-.'(II ,--Ii--r(IId__--=-r--.iII_.-.-i.I___i'I_''It_[�V��II_—,.__---_i,-�_tr-,--_,--�-,--::I!I--1I-,1 I,t-t p,"LI,..-,_-—.----,--vII,-.I1.-._-:-�I a,--_t—Ii('..--I,--.II.-,I,:—.----,���--..---,.-—.-iI,,---.'I.,II,LLI�--_--.;II�,�,II=-.—II:I':�-1,-.I—(I;..�_�--_.._I.,.I-III,-�_,. --,_VI II:(:—.c.I.,:-�r.-d-�d€I-5'o:-o.'-'''1_—._�._....ryw,1.I.:�_-.--n'---8eI.;.t.-Is-I_—I—_•.s.I.-!,_i�-bI 1 1_..___v3.''�'.,n_I_.��,'�'_.:i.--1,._�--..IIIIII—I=�-I-..I�- .-Is�--.-;II—.—'-i-�I-v-.l..."I:I-,:.l1IIi_...._g,i1,I�:I-1-r."m=---—__--1a II�.I..sII-•,i'=>--��I--I4-I----I.;_--.----I—�!!l!�_—II'-cI—--4-€''!iI.I'_-_fi�--.II_w0_l'(-_In-I:'-�-—__-_—_;--_--.-J-.--►--�13-'I—II.s—-i-I_-u:--.--�iII--I„I1-I__-.-l1i-=--I.I-I'�-1-7,I.,--I.I{v-�Ia_,�.aj=,1-4I I.-=—-'.--.---,Y--�.----rn_�`€-•o:I)I�--(,�:.:-�-o:;-.ppEr.:.•__--_[, ,.•�[,ashI"�I_3IIIIII€I _"--I,.—.,•_-4In,.:-_I--.'II�-,----�_-_—.�--I:.:-"--#I.=------1_I(°^I!_II--II-I-.I_I---.I--:--II:l.II_IaaI-.—�r_--_---.'_--_--,"-�-'�I.-�--7I�II-I1:I�f• -;__I�-iirI-.',--I.--I!—-I:_I,=-:I__-•-_—.'—�,1'!�-I'_-�I\_)I�I:-.I:.:�_-.,,-!(I__I...—i.1__,ILL-,(,;�,_-_—,;s-...:--�.--4_II�—�-iI'(:'_�-.— ,I'I._-=---_-_,-E�-t.co.�',I I.:-.I-l-II.—I..l•—I.I--a.—I�I�—v��=-� I:.�'I-_.I-�IIiI.-,-—.—_----1--.(.!-I—I—!!I,�I�---I(-•I��I!I-'I--_—_—-<—-"-II..I I—aJ-II I-IIJI II:I-_—I—J�I,I I--—--�---!--i+.w-r�'-t-_-r_._-"_!I,�----_.�--_--I-_--�.=—=----- _:,--I--_-:I 11._II(f--_-.(;:I n�II�-II.---=--::-'_:"--�-.I_,'-a-.-a:.-I;-.._,1.tI.I',_'��._m_--�-_'.!I�...---..I-_'-----:�rII!("_n..I'I�n-..'�:I'{:-.I!I--iI_II-.�-.-_—..I;(('_I,(I[r).--•.'Ix_-�.M•-:Iz{--fI,-.';_�I',I�---�:.I'wII'.IIE.I.fIIN--I!I!6:--_®k_''_x':I�-�_:_;-:—.r-..-+I--_—._II�.—I'_-;-_I:�I--..II�,,.iII�:_I�----.II-�_.n-.:=_,_._.—.-=__'--__I_i_.m_..,II�''�i.�'•.-I!;.�-��.' -.� .lIi:f—Ia I.,-w_-I:�h—'{�-_----\.----x=-I-'-'I--_-;_n_-.I---i''b_I--�-;•�_---`;I.-zI-:-_.I•-���-^�!,�--E-'—_ r4_ _”"T4\1—.!�1I1 4"iIIII�I---0-II'0_;I".._I'!I„,sI—_I_'I."_iI(.-_\--�.—w_�:_---I-.-.-_.:•:I-:,---_----I'�-.I�`.w.a .-I,.-!,�,.:'.,�"_I.-_µ.I,.I_:I!:,;_=�'-li TmI,---—.II_a�II€.-u'_.!I'_•II.d�.a�-_�.---4--_--:I::II'--'-:I---,--.fi:-II�IIII]r'-1IIII1 II—_(I _ !I •.'" - I- I . — II!— I I IIIIIIIIIIII IIII.III_II . :- __--_ -_- _ _- ._ - - GL1 11 1 ” SECa TIO N------ KEYNOTES 4Y -N1O 4 1T 7E 5S 1, EXPOSED CONCRETE a ,T � EI�W�Q�FC Ars�hLY,(�z L I --: '--- - - --- TIES � T��2 \�I°PE 3, GRAVEL&STEEL GARDEN EDGING R 2 0Ri). - : 2, 6 X 6 WOOD LANDSCAPE �------/ 4, IN-GROUND STONE PAVER SET IN K RS YAAAA5 0IN1� 4 D0� - B�i1i�0. E 7 771 D WALL SECTION - PERGOLA (N/S) WALLSECTON - PERGOLA (ENV5. WOOD DECK 6 SCOPOQUSOGNS6. NOT USED 1/4"=1'0" 1/4"=1'0" 0" 7. OUTDOOR SHOWER 8. SKYLIGHT TOP OF EXT. FIREPLACE 9. POOL EQUIPMENT +18'-6 10, WOOD PERGOLA AS PER STRUCTURALS 11, SELF-CLOSING, SELF-LATCHING GATE 12, EPDM SYNTHETIC RUBBER ROOFING MEMBRANE W/30 YEAR WARRANTY,TYP• BUILT UP TO SLOPE AS INDICATEDSIM• ----- T.O. SKYLIGHT&HEAT PUMP ENCLOSURE 13. ZINC-COATED COPPER SCUPPER&3" LEADER = - - --- - - - - - - 15 15 f +136IO CONCEALED BEHIND RAIN SCREEN -- --------------- -- —-—- POOL HOUSE T•0, PARAPET- - 14. MASONRY CHIMNEY W/STEEL CAP ABOVE, jjji 'illi Ul, +1 -4SLOPE TO DRAIN 15, PARAPET W ZINC COATED COPPER COPING� N 16. 44 PRESSURE TREATED WOOD POST, AS PER STRUCTURALS vo F— --- 5 POOL HOUSE F.F,E, 0-- — - .—. .—, .......____ — — ----— — . 1 ------------ 0 — -- _ . 5'-0" WALL SECTION POOL EQUIP. STORA E (EV) ALL SECTION POOL HOUSE (E/W)3 1/411=1 0 1/411=1 0 -------- ------- 71 2 T ------- --- •O. SKYLIGHT&HAT PUMP ENCLOSURE +13'-6' 12 15 15 12 POOL HOUSE T.O. PARAPET RYALL PORTER SHERIDAN ARCHITECTS +1 45 WEST 21st STREET I 4th FLOOR P (212) 2 PROJECT#: 1517 I.D RC DRAWN: RZ CHECKED. WR 2 3 3 DATE: 05.08.2017 3 POOL HOUSE F,F•E, —"— -- --- -- F PIE 10 SCALE: AS NOTED+0' AS 1 -0I (221-0, L) .. =£ , ACCESSORY STRUCTURE:_ BOTOM OF FOOTING - - - - - - - - - - - - - - - - - - - - - -- - - - I i .:'---- SECTIONS 5=�I `-------� ACCESSORY STRUCTURE: POOL HOUSE 2ALL SECTION POOL HOUSE (N/S) ALL SECTION POOL HOUSE (N/S) 1/4"=1'0" 1/4"=1'0"kIIPOOL SHED FILED UNDER SEPARATE APPLICATION) �. ACCESSORY STRUCTURE: POOL HOUSE LEVIN (POOL SHED - FILED UNDER SEPARATE APPLICATION) HOUSE CHIMNEY STEEL CAP, SLOPE TO DRAIN ---.----- —.— — —.— — TOP OF EXT, FIREPLACE — — -- -------- — —..—__ .�.—._.—.—.-------- +18'-5" 29821 MAIN ROAD ORIENT, NY 11957 REVISION DATE FILING SET 05.08.2017 0 in • EXTERIOR MASONRY FIREPLACE BEYOND METAL COPING T,O, S LIGHT&HEAT PUMP ENCLOSURE — -- -- -- — — --.—..—.—.-- -- — -- -- —+13'-6" NOTES HORIZ WD SIDING OVER VERT FURRING STRIPS C SKYLIGHT& HEAT PUMP ENCLOSURE EPDM ROOFING o EPDM ROOFING METAL COPING METAL COPING EPDM ROOFING 3" RIGID INSULATION W/1/2" LSO COVERBOARD POOL HOUSE TO, PARAPET x 3" RIGID INSULATION W/1/2" -- — -- —METAL COPING — — — — --- -- -- — ._ — -- — — — —+11'-4" - - - - - POLYISO COVERBOARD CONT, 2X2 PRESSURE-TREATED 'X \±' `' 'X \ WOOD PURLIN \ I ' �; ;�\ \�' `\ BLOWN-IN DENSE-PACK ANCHORED TO 2x FROM CELLULOSE INSULATION TOP PER STRUCTURAL f/f jr BLOWN-IN DENSE-PACK \ i.. VAPOR-PERMEABLE AIR 2x6 PRESSURE-TREATED CELLULOSE INSULATION BARRIER WD BEAM TOE-NAILED TO PTD, DROP GWB CEILING/ 44 POST VAPOR-PERMEABLE AIR BARRIER �" SERVICE CAVITY 44 WOOD POST PERPTD. DROP GWB CEILING/ PTD, DROP GWB CEILING/ PTD, GWB STRUCTURAL SERVICE CAVITY SERVICE CAVITY BLOWN-IN DENSE-PACK CELLULOSE INSULATION HORIZ WD SIDING WINDOW AS PER PLAN WRB —————————— i HORIZ WD SIDING OVER HORIZ WD SIDING OVER VERT FURRING STRIPS %� VERT FURRING STRIPS - Ix / IN-GROUND FLAGSTONE ✓ WD. FLOOR ON 3/4 PLY WD. DECKINGPAVER SET IN SAND BED i SUBFLOOR &2x FURRING STRIPS CONIC SLAB AS PER STRUCTURALS (2) 2x FRAMING PER STRUCUTRAL x. ALUM.WINDOW SILL ALUM.WINDOW SILL 6" RIGID INSULATION OVER CLASS 1 -_. --_�,I--__--_.I.-I-=.-------_--___=-=--,,_-_I--,-II--'--=_---i----l--l--y_----=—_-=—ci�I�-}I!',�.-:----_--fic'P lC,'4—.Ir,,(-l.-��,i,�,"..���_-__--`.��-,,,,-__,__,-_,�..—_-,_---,;_,I�,�I I-:.i:�_��II i-',=—_--,-—�,��,I-._.!;��.-;;;�..—__�o,.(1•11,�,,.�'I 1...t_1;;,_--�—I';__---__.-aa-.-_.--__,�----},!I�--_-__—�--t--°_-:1-_-_a---q'—I_—-:,o=_-_--_—-—,��1-:k,-,=-�---—___----Ii':--�-�-=---I!-—--=-'—I-�-'_—,�_—_----_,I.-�'':.__-II-,_;--_ LEVIN LEGEND NOTES: HOUSE 8" CONCRETE MASONRY WALL WITH #4 0 24" O.C. 1. ALL ELEVATIONS SHOWN HERE ARE PROJECT ELEVATIONS. PROJECT ELEVATION 0'-0" IS EQUAL TO ELEVATION • GROUT ALL CELLS BELOW GRADE AND ALL REINFORCED CELLS SOLID 22'-0" ABOVE SEA LEVEL PER RYALL PORTER SHERIDAN. 2. ALL NEW FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY 29821 MAIN ROAD CONCRETE WALL, SEE PLAN FOR REINFORCING OF 2000 PSF. SOIL CAPACITY SHALL BE CONFIRMED BY P.E. LICENSED IN THE STATE OF NEW YORK. ORIENT, NY 11957 AND THICKNESS 20" DIAMETER SONOTUBES, TYPICAL, UNLESS NOTED OTHERWISE ON PLAN. 3. BOTTOM OF FOOTING SHALL BE -6'-0" U.O.N. ON [PLAN THUS [__'-__"]. REVISION DATE REINFOR0CE WITH (8) #6 VERTICAL AND #3 STIRRUPS AT 12" 0/C 4. TOP OF CONCRETE SONOTUBE TO BE -1'-8 U.O.N. ON PLAN THUS ' "). PRESSURE TREATED 44 WOOD POST ABOVE 5. TOP OF SLAB ELEVATION TO BE EL. -0'-3" U.O.N. THUS WOOD STUD WALL ABOVE 6. TOP OF WOOD JOIST TO BE -0'-1 Y2", U.O.N. THUS: <--'--- -- --7 SPAN OF 1 Y;x 7 Ya" LVL ® 16"O.C., U.O.N. 7, CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRAMING WITH MECHANICAL, PLUMBING, AND ELECTRICAL -- (2) 1 %"x 7 Ya° LVL BEAM, U.O.N. SYSTEMS. nI W10x19 STEEL COLUMN ABOVE, SEE S202 8. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. FOR BASE PLATE DETAIL 9. BOTTOM OF FOOTINGS SHALL BE PLACED A MINIMUM OF 4'-0" BELOW TOP OF ADJACENT GRADE. CANT. CANTILEVERED BEAM TO MATCH BACKSPAN SIZE ONJ Q O 111 Devonshire Street,Boston,MA 02109 617 695 6700 O 25'-0" 24'-2 1/8- _ 36'-7 3/4" 1 1 I � r { -------------------------------- ---------------- 01 I 4' INSULATION JOINT, r. TYP. ALL AROUND 3 I I ----------------- -- ------------------ -� � I •� I I ;: I 7'-0"x4'-4"x12" CONCRETE SPREAD FOOTING, REINFORCED WITH (6) #5 BARS EACH WAY, BOTTOM z I I 5" SLAB ON GRADE, \' CANT _ CONTINUOUS _ _ __ s� _ ¢ SEE TYPICAL DETAIL a I I I f1 u 14" DIAMETER I I I 1 SONOTUBES AT POOL HOUSE I �• L---------- ---------- ------------ -------J :. POSTS. TYPICAL 2. I :, ANT CONTINUOUS z - -- Q <-0'-8/ 0 777 7 —————— —————— —————— —CONCRETE WALL ———————�J 6" 48" WIDE x 12" THICK CONTINUOUS REINFORCED " ' H b REINFORCED WIT f #5 0 12 , EACH WAY, CENTERED, TYP. I I CONCRETE FOOTING, REINFORCED WITH (4) #5 00 I CONTINUOUS LONGITUDINAL BOTTOM BARS � N 18" DIAMETER SONOTUBES AT PERGOLA. k ANT CONTINUOUS _ CAN TYPICAL 6. -- 0 <-0'-8/ > - _ _. -4_ 12" CONCRETE WALL, REINFORCED WITH #50127 0/C VERTICAL EACH FACE AND ! N4 LEDGER BEAM, SEE I #4012 0/C HORIZONTAL EACH FACE TYPICAL DETAIL -- -- - - I I 30" WIDE x 12" THICK CONTINUOUS REINFORCED ( RYALL PORTER SHERIDAN ARCHITECTS I I •.� I ECTS CONCRETE FOOTING, REINFORCED WITH (3) #5 0 CONTINUOUS LONGITUDINAL BOTTOM BARS 45 WEST 21st STREET I 4th FLOOR � NEW YORK , NEW YORK 10010 i i i l i •: I I P (212) 254-1175 I F (212) 254-1755 I � PROJECT#: 1517 DRAWN: SB "!+ °C'�T\. �:�. Cr Q� , l S I .. .li _. _.._._._._ .. _ .. . _ ... _.........._ _ .. ._.. _. ...____. __ .___.._ _. _._ ....__ ... . .. .._. _.. _ _.__.... _ _ . ._ .. ... _ _. _.....__. _ .. _...... .. . ........ ... ...... .._ _. ... _ __ ...._ _ . � ' —J _.__... _.. _.._. _ ..�...._._._ .... _ _ _._..._...,_ _ _ _ _ � CHECKED: BR '�r- „� ' '� DATE: 05.08.17 �� � ACCESSORY STRUCTURE ,� �•K �. 4J POOL SHED FILED UNDER SEPARATE APPLICATION SCALE: AS NOTED ACCESSORY STRUCTURE ACCESSORY STRUCTURE - POOL HOUSE POOL HOUSE FOUNDATION AND FLOOR FRAMING PLANS FOUNDATION AND FLOOR SCALE Y;=1'-0" FR MING PLANS DEAD LOAD: 50 PSF (SLAB ON GRADE) 15 PSF (WOOD FLOOR) LIVE LOAD: 40 PSF (INTERIOR RESIDENTIAL) 60 PSF (DECK) lIz2o 1 a 0 SILMAN#16956.01 LEVIN LEGEND NOTES: HOUSE 1. ALL ELEVATIONS SHOWN HERE ARE PROJECT ELEVATIONS. PROJECT ELEVATION 0'-0" IS EQUAL TO ELEVATION 8" CONCRETE MASONRY WALL. SEE S100 FOR REINFORCEMENT AND MORE INFORMATION 22'-0" ABOVE SEA LEVEL PER RYALL PORTER SHERIDAN. CONCRETE WALL, SEE PLAN FOR REINFORCING 2• TOP OF WOOD JOIST TO BE +10'-4" U.O.N. THUS: < '- ">. ..�.._,.::.•, 29821 MAIN ROAD AND THICKNESS 3. TOP OF STEEL BEAM ELEVATION TO BE Y2" BELOW TOP OF ADJACENT WOOD JOIST ORIENT, NY 11957 PRESSURE TREATED 44 WOOD POST BELOW 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRAMING WITH MECHANICAL, PLUMBING, AND ELECTRICAL WOOD STUD WALL BELOW SYSTEMS. REVISION DATE - -—7 SPAN OF 11 3" TJI ® 24"O.C., U.O.N. 5. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. -- (2) 1 3/4'x 11 3C LVL BEAM, U.O.N. 6. ALL TRELLIS FRAMING SHALL BE PRESSURE TREATED. Sw-# WOOD SHEAR WALL BELOW, SEE SHEAR WALL 7• CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRAMING WITH MECHANICAL, PLUMBING, AND ELECTRICAL — — — SCHEDULE ON S206 SYSTEMS. O I W10x19 STEEL COLUMN BELOW 8. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. W1009 STEEL BEAM MOMENT END CONNECTION TO DEVELOP CAPACITY 20 KIP-FT, MINIMUM, LRFD IrjRimaw�L n 111 Devonshire Street,Boston,MA 02109 617 695 6700 Q 25'-0" 24'-2 1/8" 36'-7 3/4" ' 1 ( I SW_1 0 - - - - - - - - - - - - - � I 8'-0" cn x x cn i SW-1 x x1 1 cn X ®Ire co Xlw N M "J(if I I IX v ( I SW-1 oSw-1 NO INFILL FRAMING I i i CONTINUOUS 2x2 PURLIN (TYPICAL AT PERGOLA). PURLINS BEAR ON I NORTH-SOUTH 2x MEMBERS. ATTACH I I 80 ..:. PURLINS TO 2x MEMBERS WITH %s 1 1 DIAMETER LAG SCREW, CENTERED ON I . PURLIN AND 2x, VERTICAL AT EACH i BEARING LOCATION. 1 ; C° o\ i D CV i QLLJ / U N i � n n < JJ n I~�Of �I �I z � O o 0 Q iN � MQ RYAI_L PORTER SHERIDAN ARCHITECTS i IwI �1 �� .�' of o E 45 WEST 21st STREET I 4th FLOOR €�1 �' wcnm -NEW YORK , NEW YORK 10010 mFn Z P (212) 254-1175 1 F (212) 254-1755 cn I 'I: f3f w I a 3 z I w N ; PROJECT#: 1517 C14 L<- ATTACH 2x6"TO SIDE OF POST "+. DRAWN: SB Q ' I WITH (2) V1 LAG SCREWS, TYP. TOP OF CONCRETE WALL ELEVATION = +9'-0" € *� (x CHECKED BR _.._... _ r.. CD DATE: 05.08.17 ' ACCESSORY STRUCTURE 1 i SCALE: AS NOTED � �=-•'. •�� E POOL SHED - FILED UNDER SEPARATE APPLICATION y .:w ACCESSORY STRUCTURE - ACCESSORY STRUCTURE - POOL HOUSE POOL HOUSE ROOF FRAMING PLAN ROOF FRAMING PLAN SCALE Ya"=1'-0" DEAD LOAD: 15 PSF (ROOF) LIVE LOAD: 32 PSF (FLAT ROOF SNOW) SILMAN#16956.01 GENERAL NOTES POST INSTALLED ADHESIVE AND MECHANICAL ANCHORS FRAMING LUMBER LEVIN 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE 1. POST INSTALLED ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER TECHNICAL DATA TO INTACT BASE MATERIAL. FOR 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: PROJECT SPECIFICATIONS, INCLUDING THE NEW YORK STATE RESIDENTIAL CODE, LATEST EDITION. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS, THE A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, "TIMBER CONSTRUCTION MANUAL" LATEST EDITION. HOUSE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ON-SITE INSTALLATION TRAINING FOR THE B. NATIONAL FOREST PRODUCTS ASSOCIATION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION," LATEST 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING, SHEETING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT ANCHORING PRODUCTS SPECIFIED. PROVIDE STRUCTURAL ENGINEER OF RECORD WITH DOCUMENTED CONFIRMATION THAT ALL OF THE EDITION. PROPERTY AS PROJECT CONDITIONS REQUIRE. SHORING AND SHEETING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS PER ACI ENGINEER LICENSED IN THE PROJECT JURISDICTION HIRED BY THE CONTRACTOR WHO SHALL SUBMIT SHOP DRAWINGS AND 318 APPENDIX D SECTION 9. NOTIFY ENGINEER OF RECORD PRIOR TO INSTALLATION IF BASE MATERIAL CONDITION DEVIATES FROM 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE SURFACED DRY (EXCEPT STUDS, WHICH SHALL BE KILN CALCULATIONS FOR THE OWNER'S REVIEW. STRUCTURAL DRAWINGS OR MANUFACTURER TECHNICAL DATA. ALL HOLES SHALL BE DRY CONCRETE AND HAMMER DRILLED UNLESS OTHERWISE NOTED. DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE: 29821 MAIN ROAD 3. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED RAFTERS AND JOISTS: DOUGLAS FIR-LARCH #2 OR HEM FIR #2 ORIENT, NY 11957 IN VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER, AND LIMITED FIELD OBSERVATIONS AND 2. MANUFACTURER DATA FOR ALTERNATE ANCHORAGE PROPOSED BY CONTRACTOR SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR BEAMS, GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 MEASUREMENTS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT REVIEW AND APPROVAL. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE OR HEM FIR STUD GRADE AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN THE CONTRACT SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE REVISION DATE DOCUMENTS SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS PUT IN PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: PLACE. PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF POST AND TIMBER: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC-ESR SHOWING COMPLIANCE WITH THE BEAMS AND STRINGERS: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 FOUNDATIONS RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND 4. PRESERVATIVE-TREATED WOOD: PROVIDE TREATED LUMBER COMPLYING WITH ACQ-D (CARBONATE). COPPER AZOLE (CA-B), OR 1. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING MINIMUM BEARING CAPACITY OF 2000 PSF. AS SPECIFIED BY INSTALLATION TEMPERATURE AND MUST PROVIDE INFORMATION ON THESE ITEMS. SODIUM BORATE (SBX (DOT) WITH NaS10/2) AT ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, OR AS OTHERWISE THE GEOTECHNICAL EVALUATION (PREPARED BY J.R. HCLZMACHER, DATED MARCH 3, 2016). ADEQUACY OF BEARING STRATUM SHALL INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ACZA TREATMENT IS NOT PERMITTED. TREATED LUMBER AND/OR PLYWOOD BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE. ALL NECESSARY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED 3. UNLESS OTHERWISE INDICATED, POST INSTALLED ANCHORAGE SHALL BE ADHESIVE TYPE HILTI HIT - HY200 INTO CONCRETE OR HILTI SHALL BEAR THE LABEL OF AN ACCREDITED AGENCY SHOWING 0.40 PCF RETENTION. WHERE LUMBER AND/OR PLYWOOD IS CUT OR AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. CONTRACTOR'S OPTION TO PROVIDE COMPACTED STRUCTURAL FILL HIT - HY 70 INTO GROUT FILLED CMU OR UNGROUTED CMU BASE MATERIAL. PROVIDE MESH SCREEN IN UNGROUTED CMU. FROM TOP OF ADEQUATE SOIL TO 130TTOM OF FOOTING IN LIEU OF EXTENDING FOOTING DOWN. DRILLED AFTER TREATMENT, THE TREATED SURFACE SHALL BE FIELD-TREATED WITH COPPER NAPTHENATE (THE CONCENTRATION OF 4. EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED ON THE WHICH SHALL CONTAIN A MINIMUM OF 2% COPPER METAL) BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 2. DO NOT PLACE BACKFILL AGAINST 13ASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTAINED DRAWINGS THAT THE EXISTING REBARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND ABSORBS NO MORE PRESERVATIVE. REFER TO NOTES 2 AND 3 FOR SPECIES AND GRADE OF WOOD UNLESS OTHERWISE NOTED ON THEIR 28 DAY STRENGTH. SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS BY A MEANS APPROVED BY THE ENGINEER OF RECORD. PLAN. 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 4'-0" BELOW FINAL GRADE. 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING, BLOCKING, FIRE STOPPING, ETC., SHALL CONFORM TO THE LATEST EDITION WOOD STRUCTURAL PANEL SHEATHING OF THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND ITS SUPPLEMENTS AND SHALL BE INSTALLED IN 4. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS. CONTRACTOR SHALL NOTE SOIL AND WATER CONDITIONS AS SHOWN BY - ACCORDANCE WITH THE NFPA "MANUAL FOR HOUSE FRAMING" OR THE GOVERNING LOCAL/STATE BUILDING CODE. BORINGS AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS. 1. PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE END USE: "EXTERIOR" (PERMANENT 6. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF: THE GOVERNING LOCAL/STATE BUILDING CODE, (LATEST CONCRETE EXPOSURE), OR "EXPOSURE I" (CONSTRUCTION EXPOSURE ONLY) EDITION), OR THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES. 1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS. 2. FLOOR SHEATHING: NOM. Y4" THICK T&G PLYWOOD (48/24 SPAN RATING), APA STURD-I-FLOOR, OR ADVANTECH SUBFLOOR. 7. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM HANGERS, MINIMUM 18 A. AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" GAUGE, INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. (ACI 318), LATEST EDITION PER GOVERNING BUILDING CODE. 3. ROOF SHEATHING (STANDARD): NOM. 59' THICK T&G PLYWOOD (48/24 SPAN RATING). B. ACI "MANUAL OF CONCRETE PRACTICE" LATEST EDITION 4. ROOF SHEATHING (UNDER SLATE OR CLAY TILE): NOM. " THICK T&G PLYWOOD (48/24 SPAN RATING). 8. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM, STEEL OR FLITCH-PLATE GIRDER, SET THESE GIRDERS 1/2" CLEAR vlf� In C. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE" LATEST EDITION (MIN.) BELOW TOP OF FRAMING LUMBER, TO ALLOW FOR SHRINKAGE. Ej hjx i 2. ALL CONCRETE SHALL BE NORMAL, WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, 5. WALL SHEATHING (STANDARD: NOM. Yr THICK PLYWOOD (32/16 SPAN RATING). 9. STUD BEARING WALLS ARE TO BE 2 x 4 ® 16"o/c. AT THE INTERIOR AND 2 x 6 CSD 16"o/c. AT THE EXTERIOR, UNLESS NOTED 111 Devonshire Street,Boston,MA 02109 UNLESS OTHERWISE NOTED. OTHERWISE ON PLAN. 6176956700 6. WALL SHEATHING (BEHIND SLATE, CLAY TILE, OR MASONRY VENEER): NOM. -Y4' THICK PLYWOOD (48/24 SPAN RATING). 3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY COATED WHEN CALLED 10. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW, WHERE REQUIRED INSTALL ADDITIONAL STUDS. OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI "DETAILS AND DETAILING OF REINFORCEMENT', 7. USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. (ACI 315), LATEST EDITION. 11. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. 8. LEAVE Ys" SPACE AT ALL PLYWOOD PANEL END JOINTS AND Y" SPACE AT ALL PANEL EDGE JOINTS. 4. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064, WITH A MINIMUM YIELD STRENGTH OF 65,000 PSI. 12. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. 9. UNLESS NOTED OTHERWISE, WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS ® 4" O.C. AT EACH SHEET 5. REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60. PERIMETER AND 12" O.C. ELSEWHERE. PROVIDE 2x6 BLOCKING AT ALL FREE EDGES. 13. USE DOUBLE STUDS ® ENDS OF WALL AND ENDS OF WALL OPENINGS. 6. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES. MINIMUM CONCRETE 10. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS ® 6" O.C. AT EACH SHEET 14. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO BETWEEN SLEEVES SHALL BE C. PERIMETER AND 12" O.C. ELSEWHERE. THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" (NOM.) AT INTERIOR WALLS AND 6" (NOM.) AT EXTERIOR WALLS UNLESS OTHERWISE NOTED. 7. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. 11. ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED ADHESIVE AND #8 SCREWS 8. PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS: 6" O.C. AT EACH SHEET PERIMETER AND 12" O.C. ELSEWHERE, UNLESS NOTED OTHERWISE. 15. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. SLABS: -Y' ENGINEERED WOOD PRODUCTS 16. PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8' o/c. BEAMS, COLUMNS: 1Y' FOOTINGS: 3" 1. WOOD I-JOISTS: PROVIDE ENGINEERED WOOD I-JOISTS, SIZES AND SERIES AS SHOWN, AS MANUFACTURED BY WEYERHAEUSER OR 17. BUILT UP BEAMS LESS THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 2 - 16D NAILS ®16"o/c. BUILT UP BEAMS GREATER EXTERIOR WALLS: 2" FOR #6 OR LARGER, 1Y" FOR #5 OF SMALLER APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS, THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 3 - 16D NAILS ®16'o/c. INCLUDING CONSTRUCTION BRACING, MINIMUM BEARING LENGTHS, WEB STIFFENERS, SQUASH BLOCKS, BLOCKING, KNOCK-OUTS AND 9. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO HOLES, ETC. 18. WHERE THERE IS NO PLYWOOD WALL SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF STUD WALLS AT EACH FLOOR. CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 2. RIM BOARDS: PROVIDE CONTINUOUS 1Ya° THICK RIM BOARDS, TIMBERSTRAND LSL AS MANUFACTURED BY WEYERHAEUSER OR (1 x 4 BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING WITH 2 - 10D NAILS.) 10. CLEAN AND ROUGHEN TO Ya' AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT. APPROVED EQUAL. INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR 19. CHIMNEYS: ALL STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL UP. CHIMNEY SHALL BE FACED WITH PLATFORMS. Y" APA GRADED FIRE-RETARDANT PLYWOOD GLUED & SCREWED TO STUDS. WHERE WALLS EXCEED 4'-0" IN WIDTH, INSTALL 11. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND EMBED ITEMS. DIAGONAL METAL BRACING AT INSIDE FACE OF CHIMNEY AT ALL FOUR WALLS 3. MICRO-LAM BEAMS: PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, MICROLLAM LVL OR PARALLAM PSL AS MANUFACTURED BY 12. REINFORCING DOWELS, WATERSTOP S AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED PRIOR TO CONCRETE WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS 20. WHERE CANTILEVERED BEAMS ARE INDICATED, THE FAR CONNECTOR SHALL BE CAPABLE OF RESISTING AN UPLIFT OF 1000 LBS. PLACEMENT. "WET-SETTING" OF EMBEDDED ITEMS IS NOT PERMITTED. AND DETAILS. MIN., U.N.O. 21. NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL. STRUCTURAL STEEL 22. WOOD HEADER SCHEDULE 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: ROUGH OPENING WIDTH HEADER A. AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL CONCRETE BLOCK 2 x 4 WALL 2 x 6 WALL BUILDINGS AND BRIDGES" LATEST EDITION PER GOVERNING CODE. LESS THAN 3'-0" (2) 2 x 6 (3) 2 x 8 B. AMERICAN WELDING SOCIETY (AWS DITTO "STRUCTURAL WELDING CODE - STEEL". 1. ALL CONCRETE BLOCK WORK SHALL CONFORM TO THE "NATIONAL CONCRETE MASONRY ASSOCIATION TEK MANUAL FOR DESIGN AND 3'-1 TO 4'-0" (2) 2 x 8 (3) 2 x 8 CONSTRUCTION OF CONCRETE MASONRY," LATEST EDITION AND "ACI 530-BUILDING CODE REQUIREMENTS FOR MASONRY 4'-1" TO 6'-0" (2) 2 x 10 (3) 2 x 10 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: STRUCTURES", LATEST EDITION PER GOVERNING CODE. 6'-1" TO 8'-0" (2) 2 x 12 (3) 2 x 12 A. WIDE FLANGE BEAMS, COLUMNS AND STRUCTURAL TEES: ASTM A992 OVER 8'-0" SEE PLANS SEE PLANS B. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B 2. CONCRETE BLOCK SHALL BE OF LIGHTWEIGHT AGGREGATE AND CONFORM TO THE FOLLOWING STANDARDS: SOLID/HOLLOW BLOCK: C. STRUCTURAL PIPE SECTIONS: ASTM A53, GRADE B. ASTM C90. NOTE: PROVIDE (1) JACK STUD FOR SPANS LESS THAN 4'-0' WIDE, D. CHANNELS, ANGLES AND PLATES: ASTM A36 UNLESS OTHERWISE NOTED. (2) JACK STUDS FOR SPANS LESS THAN 8'-0" WIDE, E. BOLTED CONNECTIONS OF BEAMS/GIRDERS ARE TO BE DESIGNED AS FOLLOWS: NET AREA COMPRESSIVE STRENGTH NET AREA COMPRESSIVE STRENGTH (3) JACK STUDS FOR SPANS OVER 8'-0" WIDE. a. ASTM A325, ASTM F1852, ASTM A490 OR ASTM F2280 BOLTS IN BEARING TYPE CONNECTIONS (Y4' DIAMETER OF CONCRETE MASONRY UNIT, PSI OF MASONRY ASSEMBLY, F'm, PSI MINIMUM WITH HARDENED WASHERS). USING TYPE S MORTAR 23. ALL LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED G185 1.85 OZ OF ZINC PER F. ANCHOR BOLTS: ASTM F1554, GRADE 36. SQUARE FOOT). ALTERNATIVELY, STAINLESS STEEL CONNECTIONS MAY BE USED. FASTENERS SHALL MATCH THE HANGER FINISH AND 1900 1500 MATERIAL. � - ; 3. STEEL CONNECTION SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS, AND SHALL BE SELECTED OR COMPLETED BY AN UNLESS OTHERWISE H SE NOTED ON PLANS AND/ OR ELEVATIONS, CONCRETE BLOCK UNIT STRENGTH SHALL BE 1900 PSI MIN. 24. WHERE JOIST ORIENTATION IS PARALLEL TO EXTERIOR STUD '- EXPERIENCED STEEL DETAILER, UTILIZING ASD OR LRFD LOADS AND PROCEDURES. OR FOUNDATION WALLS, PROVIDE FULL-SECTION BLOCKING FOR 3 BAYS NOTE: CONCRETE BLOCK WITH UNIT STRENGTH HIGHER THAN 1900 PSI GENERALLY REQUIRE LONGER DELIVERY LEAD TIMES. ® 4'-0" O.C. MAX. WHERE SHEATHING IS NOT CONTINUOUSLY FASTENED TO TOP OR BOTTOM OF JOIST. PROVIDE 18 GA x 1-1/2" 4. MINIMUM WELD SIZE IS Y" FILLET UNLESS NOTED OTHERWISE. 3. ALL MORTAR SHALL BE ASTM C270, TYPE S. x 1'-0" (MIN.) FLAT TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS. 7, M1 5. FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED EKCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE STRUCTURAL 4. ALL GROUT FOR FILLING CELLS SHALL BE ASTM C 476 WITH MINIMUM COMPRESSIVE STRENGTH 25. ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH Y" DIA. HEADED ANCHOR BOLTS ASTM ENGINEER OF RECORD (IN WHICH CASE ALL BURNING OF STEEL MUST CONFORM TO THE THERMAL CUTTING REQUIREMENTS OF AISC " HOF 2000 PSI BUT NOT LESS THAN F1554) 0 4'-0" O.C. AND WITHIN 12" OF ALL SILL PLATES SPLICES. MIN, 7' EMBED. AND AWS). THE COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLY, F M . WHERE GROUT CELLS DO NOT EXCEED 4 IN DIAMETER FINE ( ) GROUT SHALL BE USED. i [.J Ll',._",,," 6. WELDING SHALL BE PERFORMED BY CERTIFIED LICENSED, AWS-QUALIFIED WELDERS. ELECTRODES SHALL BE AWS 5.1, CLASS E70XX. 5. ALL BLOCK DIMENSIONS INDICATED ON STRUCTURAL PLANS ARE NOMINAL DIMENSIONS. SPECIAL INSPECTIONS 7. SHOP PAINT EXTERIOR EXPOSED STEEL MEMBERS AND ALL STEEL MEMBERS AT THE EXTERIOR WALL WITH TNEMEC #10-99 OR 6. ALL CONCRETE BLOCK BELOW GRADE SHALL BE FILLED SOLID WITH GROUT. 1. INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A TESTING AGENCY PROVIDED BY THE OWNER FOR APPROVED EQUAL (EXCEPT FOR MEMBERS TO BE HOT-DIP GALVANIZED). THE FOLLOWING ITEMS: RYALL PORTER SHERIDAN ARCHITECTS 7. CONCRETE BLOCK BELOW BEAM OR TRUSS BEARING POINTS SHALL BE FILLED SOLID FOR A MINIMUM OF TWO COURSES IN DEPTH A. STEEL CONSTRUCTION (IBC 1704.3, TABLE 1704.3) 45 WEST 21st STREET I 4th FLOOR 8. FIELD PAINT ALL EXTERIOR EXPOSED MEMBERS WITH TNEMEC 530 OMNITHANE OR APPROVED EQUAL. AND A MINIMUM OF 32" IN WIDTH, U.O.N. L WELDING (IBC 1704.3.1) NEW YORK , NEW YORK 1 0 O 1 0 9. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION 8. INSTALL STANDARD WEIGHT LADDER JOINT REINFORCEMENT AT 16" 0/C (SPACED VERTICALLY). ii. DETAILS (IBC 1704.3.2) P (212) 254-1175 1 F (212) 254-1755 OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. iii. HIGH-STRENGTH BOLTING (IBC 1704.3.3) 9. GROUT ALL REINFORCED CELLS SOLID. PROVIDE DOWELS TO MATCH VERTICAL REINFORCING AT FOUNDATION. B. CONCRETE CONSTRUCTION (IBC 1704.4, TABLE 1704.4) 10. PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS. i. MATERIALS (IBC 1704.4.1) 10. WHERE CMU IS SUPPORTED ON STRUCTURAL STEEL MEMBERS, PROVIDE WELDED REBAR DOWELS BETWEEN STEEL AND CMU. DOWELS C. SOILS (IBC 1704.7, TABLE 1704.7) PROJECT#: 1517 ^ TO MATCH SIZE AND SPACING OF CMU REINFORCEMENT, AND MUST PROVIDE FULL TENSION LAP SPLICE WITH CMU REINFORCEMENT. ,-:"6IF t,x ; DOWELS MUST BE WELDABLE AND CONFORM TO ASTM A706, GRADE 60. THE TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING DEPARTMENT. DRAWN: SB " T /� �Y�`. (!yl CHECKED: BR c J N. DATE: 05.08.17 SCALE: AS NOTED POOL HOUSE GENERAL NOTES SILMAN#16956.01 LEVIN INSTALL BOTTOM OF BASE PLATE DEFORMED BAR TENSION DEVELOPMENT LENGTH DOUSE FLUSH WITH CONCRETE FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS WOOD POST- SEE PLAN —\ ' HORIZONTAL REINFORCING TO STANDARD HOOK FOR SIZE RUN THRU UNINTERRUPTED BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI f (2)-Yz" DIA. GALVANIZED A307 \ SIZE CONCRETE CONCRETE CONCRETE CONCRETE 29821 MAIN ROAD THRU BOLTS, NICK THREADS TO PREVENT BACK-OFF '- CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II ORIENT, NY 11957 GALVANIZED SIMPSON LCB/CB - i #3 17 25 15 22 13 20 12 18 COLUMN BASE OR APPROVED ' •a a EQUAL i d < #4 22 33 19 29 17 26 16 24 REVISION DATE #5 28 42 24 36 22 32 20 30 #6 33 50 29 43 26 39 24 35 II II WATERSTOP o #7 48 72 42 63 38 56 34 51 ° z V' #8 55 83 48 72 43 64 39 59 II I II v w #9 62 93 54 81 48 72 44 66 P #10 70 105 61 91 54 81 50 74 #11 78 116 67 101 60 90 55 82 NOTE: MAXIMUM POUR LENGTHS: TEE—INTERSECTION FOUNDATION WALL = 80'-0" DEFORMED TENSION BAR NOTES: I 1. FOR HORIZONTAL REINFORCEMENT WITH 12 INCH OR MORE FRESH CONCRETE CAST BELOW IT, TENSION TYP I CAL D ETAI L DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.3x THE VALUES GIVEN. _ CONSTRUCTION JOINT CONCRETE WALL Z 2. FOR EPDXY-COATED BARS: STANDARD HOOK o a. WHERE CONCRETE COVER IS LESS THAN 3x BAR DIAMETER, OR CLEAR SPACING IS LESS THAN V) N 6x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE TYPICAL SUPPORT OF WOOD POSTS s 1.5x THE VALUES GIVEN. or ml b. WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3x BAR DIAMETER AND CLEAR SPACING ON CONCRETE WALL P I E R f FO OTI N G IS GREATER THAN 6x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SCALE: 11"=V-0" SHALL BE 1.2x THE VALUES GIVEN. ;t m n CASE I€ CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN BAR DIAMETER, CLEAR 111 Devonshire Street,Boston,MA 02109 COVER NOT LESS THAN BAR DIAMETER, AND STIRRUPS OR TIES THROUGHOUT DEVELOPMENT LENGTH 617 695 6700 TENSION NOT LESS THAN THE CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED LAP SPLICE NOT LESS THAN 2x BAR DIAMETER AND CLEAR COVER NOT LESS THAN BAR DIAMETER. CASE II: OTHER CASES SAW CUT CORNER DEEP F DEFORMED BAR TENSION LAP SPLICE - CLASS B WWSLAB ON GRADE Y�" DIAMETER A307 ANCHOR BOLTS AT NOTE: THICKNESS "t" 4'-0" O.C.; LOCATE WITHIN 12" OF FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS CORNERS; 7" MINIMUM EMBEDMENT FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE TABLE. —�" �"�"a —x--"—" ' £ I 2 —2x CONTINUOUS SILL BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI ° I33' O SIZE CONCRETE CONCRETE CONCRETE CONCRETE • p• d Q• i ; PLATE-PRESSURE TREATED TYPICAL DETAIL 1 CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II D PTH OF THICKENED 2 :': HORIZONTAL REINFORCEMENT AT CORNERS #3 22 33 19 28 17 25 ,6 23 SLAB = 1Y" TIME SLAB ° _ _ ' THICKNESS "t" 2"x3" CONTINUOUS AND JUNCTIONS OF WALLS AND BEAMS #4 29 43 25 37 23 34 21 31 ° °• a KEY a #5 36 54 31 47 28 42 26 38 �Fi : €„ Z ° d i€ #6 43 65 37 56 Ei,_# • .�'e . , . ;�,: ;, . :{::{;�{ 34 50 31 46 "€.: C14tI; :. # 94 54 81 `. 49 73 45 67 .#{?1#3_E:'iz{ .: .•„� 4 [1�{,'.."{ii:t; {i .. .t,: SAWED CONTRACTION JOINT CONSTRUCTION JOINT " '#z `” {E I #8 72 107 s2 93 � `,,{;,, t"i, , f{I: t# 3,.1f,? `li<Y<> .F. 3 itS?i #€: 56 83 51 76 [i:?sl[:;i'�t, ,;:3 i !'3.�t i.i�,' '#�F£t E!�i3'�Elit Fi £ :{i ?, . ,{ ' { ,,?:,,'`• ', ?� , { MAXIMUM DISTANCE 13ETWEEN #9 81 121 70 105 63 94 57 86 CONTRACTION JOINTS IN INCHES #10 91 136 79 118 71 106 64 96 IS 36 TIMES SLAB THICKNESS / I COLUMN, SEE PLAN #11 1 101 1 151 87 131 78 117 71 107 / € • //�;/�i��i, icy � �, t INSULATION Y a BASE PLATE DEFORMED BAR COMPRESSION DEFORMED BAR COMPRESSION 6" GRAVEL OR N DEVELOPMENT LENGTH LAP SPLICE CRUSHED STONE BOTTOM ELEVATION z = z OF BASE PLATE g �, FOR NORMAL WEIGHT STONE CONCRETE FOR NORMAL WEIGHT STONE CONCRETE CONCRETE SLAB6 x6w2.1w2.1 W.W.F.wwFd & UNCOATED BARS & UNCOATED BARS — —�c— — 1A `--x a —x a TOP OF FOOTING BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI a ° ,,, PIER OR BUTTRESS SIZE CONCRETE CONCRETE CONCRETE CONCRETE SIZE CONCRETE CONCRETE CONCRETE CONCRETE #39 8 8 8 3 12 # 12 12 12 :t•3'f, 3!„ , r#€:. , , s#<{;# Fi ,dx' : { t{#,. z G w '� E ''i': i 3! i.z ` .£•. :Eii f':•s 3 'F: Y F— f „ (4) Y4 DIA. HEADED F, 3 —0 #4 11 10 9 9 #4 15 15 15 15 2 COVER MIN. OR AS REQ D ANCHOR RODS. EMBED. BY WATERSTOP MANUF. 1'-4" MAX., TYP. #5 14 12 12 12 #5 19 19 19 19 • #6 17 15 14 14 #6 23 23 23 23 a #7 20 17 16 16 #7 27 27 27 27 d \\ / d. ° NOTE: I 4. LEVELING PLATES #8 22 19 18 18 8 30 30 30 u WATERSTOP n c d ARE NOT PERMITTED I # 30 #9 25 22 21 21 #9 34 34 34 34 10 MIL POLYETHYLENE UNDISTURBED VAPOR BARRIER ° ' ° 10 28 25 23 23 SOIL OR FILL a ° # #10 39 39 39 39 7 5 5 6" GRAVEL OR 6" #11 31 27 26 26 #11 43 43 43 43 CRUSHED STONEDOWEL TO MATCH WALL " REINFORCING 1916"0 HOLE, TYP. SLAB ON GRADE SLAB—ON—GRADE & WALL INTERFACE NOTES: Y" THICK BASE PLATE `i' RYALL PORTER SHERIDAN ARCHITECTS 1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS W—SHAPE COLUMN 45 WEST 21st STREET I 4th FLUOR WHERE EACH SINGLE STRIP DOES NOT EXCEED 36 TIMES (SEE PLAN) NEW YORK , NEW YORK 10010 SLAB THICKNESS WIDTH IN INCHES. ALTERNATIVELY, LARGE P (212) 254-1175 I F (212) 254-1755 BLOCK PLACEMENTS WITH INTERIOR CONTRACTION JOINTS ARE ACCEPTABLE IF THE CONTRACTION JOINTS ARE MADE IN BOTH DIRECTIONS AT SPECIFIED INTERVALS IN A TIMELY MANNER. 516 PROJECT#: 1517 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB TYPICAL D ETAI L DRAWN: SB yL.i i 0 nl I!•j THICKNESS. JOINTS SHALL BE SAWED NO LATER THAN 24 HOURS AFTER CONCRETE IS PLACED. COLUMN BASE PLATE CHECKED: BR9 3. GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED TO PIPE OR TUBE COLUMN 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. + SCALE: 1"=1'-0" DATE: 05.08.17 � SCALE: AS NOTED 'E='SS6o , TYPICAL DETAILS SLAB ON GRADE TYPICAL DETAILS !3201m' SILMAN#16956.01 SIMPSON H2.5A TIE BETWEEN LEVIN BLOCKING AND TOP PLATE; FULL DEPTH BLOCKING AT BEARING WALL ON TYPICAL; ALIGN BLOCKING SHEAR WALL BETWEEN JOISTS HOUSE (1)-2x CONTINUOUS FULL DEPTH BLOCKING TO MATCH AND STUD AS REQUIRED AT EACH STUD LOCATION; SOLEPLATE SEE GENERAL NOTES FULL DEPTH BLOCKING WIDTH OF STUD WALL, TYPICAL BETWEEN TO MATCH WIDTH OF SIMPSON LSTA?? STRAP TIES FLOOR BLOCKING AT BEARING WALL ABOVE PROVIDE WEB STIFFE SIMPSON LSTA ?? STRAPS STUD WALL, TYP. ACROSS STUD ABOVE, RIM LOCATIONS FULL DEPTH LVL TJI LOCATIONS; TYPIC TIES ACROSS STUD ABOVE, I I BOARD AND STUD BELOWBLOCKING EACH SIDE SIDE OF TJI MEMBER RIM BOARD AND STUD TJI/LVL FLOOR JOISTS AT EACH STUD LOCATION I ( TJI/LVL FLOOR JOISTS OF SHEAR WALL AND AT PROVIDE WEB STIFFENERS AT BELOW AT EACH STUD I EACH STUD LOCATION; LOCATION I I I TJI LOCATIONS; TYPICAL AT EACH 29821 MAIN ROAD SEE GENERAL NOTES SIDE OF TJI MEMBER ORIENT, NY 11957 L -— — _ _ _ _ _ T.O. FINISH FL00 BEARING WALL ON L _ _ _ _ _ _ T.O. FINISH FLOOR EL. SEE PLANS (1)-2x CONTINUOUS I EL. SEE PLAN T.O. JOIST RAFTER T.O. JOIST/R� SOLEPLATE i EL. SEE PLANEL. SEE PLA REVISION DATE i i ti CONTINUOUS 1Y4" LSL RIM BOARD - I CONTINUOUS 1Y4" LSL F — — — —• — • —• — • — RIM BOARD — . CONTINUOUS (2)-2x TOP PLATE I CONTINUOUS (2)-2x TOP PLATE SIMPSON H2.5A TIE BETWEEN EACH TJI/LVL FLOOR/ROOF CONTINUOUS (2)-2x TOP PLATE; TJI LVL FLOOR ROOF FRAMING ELEVATION TO MATCH / FLOOR/ROOF AND TOP PLATE; TYPICAL; PROVIDE WEB STIFFENERS SIMPSON H2A TIE AT BLOCKING FACE MOUNTED JOIST HANGERS BY SIMPSON BEARING WALL ELEVATION ALIGN FRAMING AND STUDS AS REQUIRED BEARING WALL; SEE PLAN TO EACH STUD, ALIGN BLOCKING I I OR APPROVED EQUAL WITH WEB STIFFENERS FULL DEPTH BLOCKING BETWEEN SHEAR WALL; SEE SF AND GENERAL NOTES I I AT TJI LOCATIONS AND STUD AS REQUIRED FRAMING IN PLANE TJI S - TYPICAL SCHEDULE OF WALL; BLOCKING TO BEARING WALL; SEE PLAN FULL DEPTH BLOCKING TO MATCH MATCH FRAMING DEPTH CONTINUOUS (2)-2x TOP PLATE; AND GENERAL NOTES DEPTH OF JOISTS ELEVATION TO MATCH SIMPSON H2A TIE AT EACH JOIST SHEAR WALL; SEE SHEAR BEARING WALL ELEVATION NOTE: TO STUD, ALIGN JOIST AND NOTE: WALL SCHEDULE SIMPSON H6 TIE BET 1. SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN DETAILS. STUD AS REQUIRED 1. SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN DETAILS. PLATES AND STUDS; 2. NON-STRUCTURAL. INNER 2X4 STUD WALL NOT SHOWN 2. NON-STRUCTURAL INNER 2X4 STUD WALL NOT SHOWN AT EACH STUDS 3. COORDINATE BLOCKING WITH MEP AND ARCHITECTURAL PENETRATIONS, 3. COORDINATE BLOCKING WITH MEP AND ARCHITECTURAL PENETRATIONS, SIMPSON H6 TIE BETWEEN TOP SEE ARCH & MEP DRAWINGS. SEE ARCH & MEP DRAWINGS. PLATES AND STUDS; TYPICAL TYPICAL SHEAR WALL AT EACH STUD TYPICAL SHEAR WALL TYPICAL_ DETAIL @ FLOOR FRAMING TO TYPICAL DETAIL @ FLOOR FRAMING TO F9 I WOOD BEARING WALL - PERPENDICULAR JOISTS WOOD BEARING WALL - PARALLEL JOISTS PARALLEL TO FLOOR/ROOF FRAMING PERPENDICULAR TO FLOOR/ROOF FRAMINGrmq SCALE: %4"=1'-0° SCALE: %"=1'-0" SCALE: 3/4 - V-011 SCALE: 3/4 = 1'-0" III Devonshire Street,Boston,MA 02109 617 695 6700 BEAM THICKNESS SHEAR REINFORCING AS SEE SCHEDULE REQUIRED. PROVIDE 180' a HOOK. SEE SCHEDULE BEARING WALL ON FULL DEPTH BLOCKING TO MATCH (1)-2x CONTINUOUS WIDTH OF STUD WALL, TYPICAL BETWEEN LINTEL BOND BEAM BLOCK SOLEPLATE FLOOR BLOCKING AT BEARING WALL ABOVE LOCATIONS SIMPSON LSTA ?? STRAPS A. BEAM DEPTH HORIZONTAL REINFORCING, TIES ACROSS STUD ABOVE, I TJI/LVL FLOOR JOISTS SEE SEE SCHEDULE SCHEDULE RIM BOARD, STUD BELOW i AND HEADER AT EACH STUD LOCATION L_ — — — — — — — — — T.O. FINISHED FL i EL. SEE PLAN CMU BOND BEAM SCHEDULE 1Y4" LSL RIM BOARD I 2x (2) #5 ADDITIONA 2x (2) #5 ADDITIONAL CONTINUOUS r — — — — — — — — — — EACH SIDE OF EACH SIDE OF BEAM BEAM HORIZONTAL SHEAR OPENING TYP. OPENING TYP. LENGTH CONTINUOUS (2)-2x THICKNESS DEPTH REINFORCING REINFORCING � I TOP PLATE I I PROVIDE WEB STIFFENERS0'-0" - 4'-0" 6" 8" 1 #5 AT TJI LOCATIONS WALL OPENING I WALL OPENING (1 COURSE HIGH) CONTINUOUS (1)-2x I I SIMPSON H2A TIE AT EACH JOIST CONTINUO I I TO STUD, ALIGN JOIST AND11 11 F TOP OF SLAB TOP OF SLAB STUD AS REQUIRED NOTES: L 1 I 1. ALL BOND BEAM BEAMS TO BE GROUTED SOLID FOR FULL LENGTH OF BEAM. i SIMPSON H6 TIE BETWEEN 2. ALL CMU BOND BEAM TO HAVE MIN. 6" BEARING ON EACH END. EACH STUD AND HEADER (TYP.) REINFORCING AND DOWEL REINFORCING AND DOWELS 3. ALL BOND BEAMS (SPANNING) WITH NO MASONRY ABOVE TO BE SINGLE COURSE WITH PER TABLES PER TABLES (1) - #5 HORIZONTAL REINFORCING. LVL/PSL OR BUILT-UP 2x HEADER; 4. ALL OTHER (NON-SPANNING) BOND BEAMS TO BE SINGLE COURSE WITH (2) - #4 SEE PLAN FOR SIZE & LOCATION NOTE: HORIZONTAL REINFORCING. _LVA-L— PROVIDE LINTELS AS REQUIRED OVER WALL OPENINGS. 5. VERTICAL PLACEMENT OF HORIZONTAL REINFORCEMENT IN ALL BOND BEAMS SHALL BE 3" FROM THE BOTTOM OF THE BEAM TO CENTER OF BAR, U.O.N. LINTEL REINFORCEMENT SHALL BE SUPPORTED BY WIRE CHAIRS. TYPICAL DETAIL REINFORCING 6 NOMHORINAL AL DIAMETER MENT BETWEEN OF THE BARS OR PARALLEL BARS SHALL NOT BE LESS THAN THE FOR MASONRY WALLS TYPICAL DETAIL @ FLOOR FRAMING 77 7 @ WINDOW/DOOR OPENING - PERPENDICULARt � TYPICAL DETAIL CMU LINTEL SCALE: Y4"=1'-0" BOND BEAM SCHEDULE 16 TYPICAL STEEL BEAM A B 0 LT LAYOUT PROVIDE Y" OAK SHIM WHEN BEARING, SHEAR OR PARTITION WALLS ARE LOCATED ABOVE RYALL PORTER SHERIDAN ARCHITECTS DETAIL A - A BEAM OR WHEN BEAM FLANGE WIDTH IS Y" DIA. A307 BOLTS GREATER THAN OR EQUAL TO 8" DEFORMED BAR TENSION/COMPRESSION DEVELOPMENT (lid) AND 45 WEST 21st STREET I 4th FLOOR W/ WASHERS; SAWN-LUMBER FLOOR JOIST Y DIAMETER COUNTER-BORED, A307 BOLTS, LAP SPLICE LENGTH Id FOR UNCOATED BARS, ASD & STRENGTH NEW YORK , NEW YORK 10010 BOLT-HEAD & WASHER A STAGGERED TOP AND BOTTOM, SEE DETAIL A-A ( ) P (212) 254-1175 1 F (212) 254-1755 I ' � DESIGN -- • — - — - — - - - -— - — -— •— •— . — .— •— .— • — • — — — — T.O. JOIST BAR 1500 PSI 2000 PSI 2500 PSI 3000 PSI PROJECT#: 1517 AL LM SIZE MASONRY MASONRY MASONRY MASONRY —w.• MULTIPLE MEMBER LVL #3 23 23 23 23 DRAWVN: SB a'��%;`�; ' , T.O. STEEL BEAM ��,>'; ��"'�L1 C� BEAM; SEE PLAN #4 30 30 30 30 i/" `'"' A S ECTI 0 N A-A #5 39 38 38 38 CHECKED: BR 1; I I V �ffil #6 57 49 45 45 Yz" DIA. BOLTS W/ WASHERS DATE: 05.08.17 16- C @ TOP & BOTTOM BL t �f W/ (2) BOLTS AT EACH END #8 877 75 67 61 SCALE: AS NOTED ' NOTES: TOP MOUNTED JOIST HANGER I ,•, R, BY SIMPSON OR APPROVED EQUAL �A TJI LVL FLOOR JOISTS 1. USE 1a "i� x LVL, SEE PLAN. LVL/PSL/LSL BEAM; - SEE PLANS WEB BLOCKING AT TJI JOISTS NOTES. 2. MAXIMUM BOLT HOLE SIZE SHALL BE %s". FOR SIZE PSL OR ANTHONY POWER TYPICAL DETAILS (IUS@ BEAM BLOCKING SIMPSON FACE MOUNTED HANGER 1. TABLE ABOVE IS APPLICABLE TO BOTH ASD AND STRENGTH DESIGN. 3. BOLTS SHALL NOT BE COUNTER-SUNK. IUS ® WOOD FLOOR FINISHES. 2. THE DEVELOPMENT/LAP SPLICE LENGTH OF EPDXY COATED REBAR MIU ® STONE/TILE FLOOR FINISHES) SHOULD BE TAKEN AS 1.5x THE VALUE OF GIVEN ABOVE. TYPICAL MULTIPLE MEMBER TYPICAL DETAIL 3 WADTHS ABOVE BBAS'DO „ONA GDRADE 60 REBAR AND NOMINAL BLOCK CONNECTION DETAIL TYPICAL SAWN-LUMBER LVL TJI TO STEEL MEMBER A111VIN '01m% wa (FOR LVL BEAMS) TO LVLT PSL,LSL DETAIL SCALE: 1 1/2"= 1'-0" 0 SILIVIAN#16956.01 LEVIN THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING HOUSE JOIST DETAILS WHEN SHEATHING THICKNESS EXCEEDS�', 2x_STUD WALL AT WHEN SHEATHING THICKNESS EXCEEDS%', TRIM SHEATHING TONGUE AT RIM BOARD TRIM SHEATHING TONGUE AT RIM BOARD ALLOWABLE HOLES - TJI® JOISTS 16'ON-CENTER LOAD BEARING OR SHEAR WALL ABOVE PLATE NAIL- 16D (0.135'X Al AT 18' PLATE NAIL - 18D (0.135'X Al (MUST STACK OVER WALL BELOW) INTERMEDIATE BEARING MIN. DISTANCE FROM TABLE A MIN. DISTANCE FROM TABLE B ON-CENTER* AT 12'ON-CENTER NO LOAD BEARING WALL ABOVE NO FIELD DO NOT CUT HOLES U4'HOLE MAY BE CUi PLATE NAIL LA ASM CUT HOLES N HATCHED �CANTILEVER' IN ANYWHERE IN WEB OUE SIDE OF TCHED ZONE PUTS NAIL FLOOR PANEL NAIL- 8D (0.131•X 2J17 AT WEH SDFFENERS ZONES 6'ON-CENTER* FLDOR PANEL NAIL- BLOCKING PANEL REQUIRED EACH SIDE BLOCKING PANELS MAY O �P •• oo NOT 29821 MAIN ROAD BD (0.131" X7747 AT AT B3W BE REQUIRED WITH ^ CUT OR NOTCH FLANGE. ORIENT, N Y 119 57 BLOCKING PAtIEL 6. ON-CENTER 2X4 MINIMUM SQUASH {EAR WALLS ABOVE ys" a' O a' t, 1 Y•TiMBERSfRAND• LSL OR BLOCKS 0)BELOW (SEE DETAIL ILEVEL* 176' RIM BCARD.* 1 Y."TiMBERSTRAND• LSL OR 91 CLOSELY G UPED ROUND D 8 6 ILEVEL* 1 A'RIM BOARD.* � � 6' L' MINM M 0, HOLES ARE PERMITTED IF L ANNUM THE GROUP PERIMETER 12 / oLCTrr�pgtp� MEETS REQUIREMENTS FOR REVISION DATE TOE NAIL B1 B1 W y WRM TO ALL 110L�s TOE NAIL TOE NAIL- iOD (0.128'X 31 AT 6' MIN. TOE MILLER 100 (0.128 X 31 AT 6 ON-CENTER* ROUND OL SQUARE HOLES. &0BOLIN NAIUNG - WEB STIFFENERS 2X4 MINIMUM DO NOT TJI• RIM JOIST 8D (0.131'X 2A REQUIRED EACH SIDE TABLE A - END SUPPORT Cllr HOLES IN CANTILEVER AT 4.ON-CE INSTALL PROPER BLOCKING TO SUPPORT ALL AT 81W AND 82W SQUASH BLOCKS MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT REINFORCEMENT. *CONVENTIONAL CONSTRUCTION CODE PANEL EDGES MUST HAVE 1%" MINIMUM JOIST MINIMUM FOR USE WITH A3 ONLY. SEE JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE ATTACH BLOCKING PER A3 DETAIL. BEARING AT ENDS. ATTACH RIM ILEVEL FRAMER'S POCKET GUIDE FOR USE 2X4 MINIMUM SQUASH BLOCKS TO 2' 3' 4' 5' OT 7' EW 11' 13' 2' 3' 4' 5' OT 7' EW 11' 13• Al O JOIST PER A3 DETAIL A3 A3.1 A3.2 A3.3 A31 - A33 INSTALLATION SPECIFICATIONS. A3.4 *SEE (LEVEL FRAMER'S POCKET GUIDE FOR B2 B2W B3 B3W CS TRANSFER LOAD AROUND TJI o JOIST DIS ADDITIONAL INSTALLATION SPECIFICATIONS. 110 r-o• r-e• z-o• 2'-6• 5'-0• V-o' V-e' 2--l-IN-6- 4'-s• Or210 t'-0• 1'-6' 2'-0' 3'-0' 5'-0' 1•-0• 2'-0' 2'-6' 4•-0. W-0' 230 1'-0' 2'-0. 2'-8' 3'-6' 5•-6' V-0. 2'-0' 3'-0' V-6• 5'-0• 360 1'-8' 2'-0• S-0• 4'-0' 6'-0• V-6. 2'-8. S-8' 5'-0' 5'-6• iY'TIM13ERSMMD0 LSL OR ILEVEL• 176" 110 V-0. 1'-0' 1'-0• 1'-0' 2'-8. 2'-6. 5'-0' 1'-0' 1'-O' V-6. 2'-6' 4'-8' 4'-6' 6'-0' 8'DIAMETER MAXIMUM HOLE FOR 8' DIAMETER MAXIMUM HOLE FOR 1,3$- 16' RIM BOARD. NAIL TO BLOCKING WITH 210 1'-0. 1'-0. 1'-0• V-6. 2'-6. 3'-0' 5'-6• 1'-O. V-0' 2'-0' S-0' 5'-0' 5'-6. 6'-6• WED STIFFENERS 1136' - 16' DEEP BLOCKING PANELS; 4•-O'LENGTH OF 6'-0'LENGTH OF TJI•JOIST DEEP BLOCKING PANELS; 6'DIAMETER MAXIMUM CONNECTIONS EQUIVALENT NAIL THROUGH 2X.-CANTILEVER, WOOD BACKER AND 1%7 230 t'-o' V-o• V-O' 2-0. 3'-0' 3'-6' 6'-0' 1'-0' 1'-0. 2'-0' 3'-0' 5'-6• s'-6' 7'-0' 8' DIAMETER MAXIMUM HOLE FOR TO FLOOR PANEL SCHEDULE TJI• JOIST WEB WITH 2 ROWS 10D REQUIRED BOTH 8'DIAMETER MAXIMUM FOR BLOCKING �' REINFORCEMENT ,1�' - 16' DEEP BLOCKING PANELS; REINFORCEMENT AND FILLER FOR BLOCKING PANELS �• DEEP OR SHORTER BLOCKING 380 1'-0' 1'-0' 1'-8' 2'-6' 4'-e' 5'-0' 7'-0' 1'-0' 1'-0' 2'-8' 4'-0' e'-6' e'-e' r-6- SIDES AT E1W PANELS 9>'DEEP OR SHORTER THAN ON ONE SIDE AT E2, BLOCK. USE 4'-0' LENGTH WITH THAN 12• LONG, tY'TIMBERSTRAND L9L OR (LEVEL ATTACH REINFORCEMENT TO JOIST WiTH PANEL (0.148' X 3' NAILS AT 6' 6'DIAMETER MAXIMUM FOR BLOCKING 7 I A" RiAI BOARD. ONE 8D 0 131' X 21 NAIL AT EACH ON-CENTER, CLINCHED. USE 560 1'-0' 1'-0' t'-e' 3'-0. 5'-0. 5'-6. 8'-0• V-o" 2'-0. S-6' 5'-0' 7'-0' 7'-8' 8'-0' 12"LONG. BOTH SIDES AT E3 PANELS%' DEEP OR SHORTER THAN 914"AND 11 6'TJI• JOISTS. DO NOT CUT FLANGES. CORNER ( 16D (0.135'X NAILS WITH 110 1'-0' 1'-0. 1'-0' 1•-0' 1'-0' t'-o• 2'-6' 5'-0' 1'-0' 1'-0' V-0' V-6' 3'-6' 4'-0• 6'-0' 8'-0' DO NOT CUT FLANGES. 12"LONG. TJI• JOIST 210 1'-0' V-0' V-0' 1'-0' 1'-0' V-8' 3'-0' 6'-0' 1'-0' 1'-0' 1'-0' 2'-0' 4'-0' 4'-6' B'-6' 8'-6' DO NOT CUT FLANGES. ATTACH REINFORCEMENT TO JOIST WITH ONE 8D (0.131'X HORIZONTAL BLOCKING PANELS GE WIDTHS. 14' 230 1'-0' 1'-0' 1'-0' 1'-0' t'-a' 2'-0' 3'-6' 6'-e' t'-0' 1'-0' 1'-0' 2'-0' 4'-0' s'-o' 7'-0' 9'-0' 7747 NAIL AT EACH CORNER BETWEEN EACH JOIST. NAIL TO 360 1'-0' t'-o' 1'-0' 1'-0' 2'-6' 3'-0' 5'-6' e'-o' 1'-0' 1-0. 1'-0' 2'-6' 5'-e• W-6' 8-0. 9'-6' 1 Y'TIMBERSTRAND• LSL OR TOP PLATE WITH CONNECTIONS Seo 1'-0' 1'-0' 1'-0' 1'-0' 2'-6' 3'-0' e'-0' 9'-0' 1'-O' 1'-0. 1'-6' 3'-6' 6'-8' 7'-0' 9'-0' 0'-0' 1 Y4'TTMBERSRtAND• LSL OR (LEVEL• t)t' RIM BOARD. EQUIVALENT TO FLOOR PANEL 210 V-0' 1'-0' 1'-0' 1'-0' 1'-0' t'-o' t'-e' 3'-6' e'-o' t'-o' t'-o' 1'-0' 1-o' 2'-e' 3'-a' e'-e' e'-O' 0'-s' ILEVEL• 1 A'RIM BOARD. 12'LENGTH OF 34' SCHEDULE REINFORCEMENT ON F1 APPLIES TO 16• 230 ,-0• r-o• 1'-0. 1'-0' t-o• 1'-0. 2-o• 4'-0. 6'-e• 1'-0. 1'-0. 1'-0. 1'-0. 3'-0. 3'-6' r-o• 9'-0• 1'-0• ONE SIDE AT E5, 360 1'-0' 1'-0. 1'-0. 1'-0' 1'-0• V-0' 3'-0' W-0. 9'-0' 1'-0. 1'-0. V-0• 1'-0' 4'-0' 5'-0' 9'-0' 0'-0' t-8' ATTACH REINFORCEMENT TO JOIST WEB WITH BOTH SIDES AT Es UNIFORMLY 580 1'-0' 1'-0' t'-0' t'-0' t•-0' t•-0. 3'-0• B'-a' 0'-0' 1'-0' t'-0' 1'-0' 1'-B• 5'-0' 6'-0'10'-0 ' 1'-0' 2'-0' 3 ROWS ..D(0.148'X 31 NAILS AT 6' -12'LENGTH OF�• LOADED JOISTS ""ATTACH REINFORCEMENT ON-C CLINCHED. USE 2 ROWS WITH If' FULL DEPTH VERTICAL REINFORCEMENT ON ONLY. 4' 5' 6' r Ir 10' 12' 15' 17' 4' 5' 6' r 8' 10' If 15' tr q�1ER ONE SIDE AT E7, 360 1'-0• t'-0• 1'-0• 1'-0' 1'-0' 2'-0' 5'-0• 0'-0• V-0' 1'-0• 1'-0. 3'-0. 5'-0. 0'-0• V-0' 3'-6' TO JOIST WITH 8D (0.131'X 2741 AND 1 Ye'TJI•JOISTS. BLOCKING BETWEEN BOTH SIDES AT EB NAILS R 8' BOTCENTER. WHEN EACH JOIST WOOD BACKER ��\► �� 18' 560 1'-0• t'-o' V-o' t'-0' t'-0' 1'-0' S'-0' 1'-0' 1'-0' 1'-0' 1'-e' 4•-0' W-6• 1'-0' 2'-0' 4'-6• 1 Y'TIMBERSIRWD• LSL OR ,L�OV� LNSFORCING BOTH SIDES, STAGGER �� 0� 360 V-0' 1'-0' 1'-0. 1'-0' 1•-0' 1'-0. 2'-0. 7'-0. 0'-6• 1'-0' 1'-0. 1'-0• V-0. 2'-6' 8'-0' 1'-8' 4'-0. 5'-6'1 1 ILEVEL• 116' RIM BOARD. CLOSURE, FACE GRAIN \� LESS THAN 5' LESS THAN 5' rte`' ► 20• 580 t'-0• T-0. T-0' 1'-0' t'-0' 1'-0' 1'-0' T-0' 1'-0' 1'-0' 1'-0' 1'-0' 1'-0' 4'-0' 9'-6.12•-6' 4'-6' 5'-6' TYPICAL HORIZONTAL cF l`\f TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT Fri R--V 0 00 E1 E1W E2 a E4 NOTFORUSE VV7TH3t/•TJ►®JOISTFLANGEWIDTHS G E6 E7 E8 F1 MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE �"" ' IJ �� Dom" 2" 3' 4' 5' 614' 7' EW 11' 13' 2' 3' 4' 5' 674' 7' 836' 11" 13' , im4ot, n EXTERIOR DECK ATTACHMENT OPTION !t: WEB STIFFENER ATTACHMENT 110 1'-6. 2•-6. S-O. 4•-0• r-6• 1'-6. 2'-e• 3'-6- 5-6• W_'. STRUCTURAL EXTERIOR APPLY SUBFLOOR ADHESIVE TO ALL TJI*JOIST BLOCKING WiTH END GAP y 210 2'-0' 2'-6' 3•-8. 4'-6• 7'-6• 2'-0. 3'-0' 4'-0' 6'-0. 7'-0• 111 Devonshire Street,Boston,MA 02109 SHEATHING BLOCKS INSTALLED AT 3J JOIST-SPAN 230 2'-6• 3'-0' 4'-0. 5'-0' 8'-0' 2'-6. 3'-0' 4'-8• e'-6' 7'-6' ATTACH WiTH TEN CONTACT SURFACES LOCATIONS USING Ya" MINIMUM 360 3'-0' 4'-0. 5'-6• e•-6. 9'-0' 3'-0. 4'-s• 5'-6• 7'-6• a'-o• 617 695 6700 10D 0.128'X 3' NAILS, FLASHING 8D (0.113-NAILS OR 1" 2Y4" MAXIMUM 110 1'-0' V-0. 1'-8• 2'-6' V-O' 4'-0. 8'-0' 1'-O' 1'-6' 2'-6' 4'-0. 6'-6' 7'-0. 9'-0• HANGER HEIGHT MUST BE A MINIMUM CLINCHED. USE TEN 16D (0.135' 2110 t'-0• V-0' 2'-0' 3'-0' 4'-6' 5'-0' 9'-0' V-O. 2'-0' 3•-0. V-6. 7'-6. 0'-0'10'-0' OF 60%OF JOIST DEPTH X X40 BOX NAILS FROM EACH FLUSH BEARING PLATE REQUIRED. 7h-SCREWS, 186' 230 1'-0' 2'-0' 2'-e' 3'-6' S'-0' 5'-6' 9'-e' 2•-6' 3•-6' 5'-O" 8'-0' 8'-6' o'-o• SIDE WiTH 374'TJP JOIST MAXIMUM h" OVERHANG TYPICAL (1XZ" FOR • THREE 8D (0.113•X J NAILS, BACKER BLOCK: INSTALL TIGHT PERMITTED AT BEAM. TREATED 2X_LEDGER 360 2'-0' 3'-0' 4'-0• W-6' 7'-0' 7'-8' 1'-0' 2'-0. 3'-6' 5'-0' 7'-0' 9'-8. 9'-6' FLANGE WIDTHS. USE FIFTEEN TJI 560 CLINCHED.THREE 16D 0.135• X 2%-) 580 1'-8' 3'-0' 4'-8' 5'-8' 8'-0' 8'-8' 2'-0' 3'-0' 4'-8' 8'-0' 8'-0' 0'-B' 1'-0' 2'-0' NAILS WITH TJI® JOIST DEPTHS TO TOP FLANGE (TIGHT TO �g JOIST) NAILS AT 374-TJP JOIST FLANGE GREATER THAN 18'. BOTTOM FLANGE WITH FACE WIDTHS. 11110 V-0. t'-O' 1'-0. V-O' 2'-0' 2'-6' 4'-6' 8'-0' V-0• 1'-0' 1'-0. 2'-6' 5'-0' 6'-0' 9'-0' 2'-0' MOUNT HANGERS. ATTACH WITH SEE FASTENER 1A'TIMBERSTRAND WEB STIFFENER EACH SIDE SEE 210 t'-0' V-0. 1'-0' 1'-0' 2'-8' 3'-0' 5'-0. 9'-0' 1'-0' 1'-0' 2'-0. 3'-8' 6'-0' 7'-0'10'-0'12'-6" TEN 10D 0.128 X 3 NAILS, 1" CLINCHED WHEN POSSIBLE. 7r,. TABLE BELOW. MAINTAIN LSL•OR (LEVEL• 1�6' SIZES BELOW. 14' 230 1'-0. 1'-0. 1'-0' 2'-0' 3'-0' 3'-6' 5'-6'10'-0' 1'-0' t'-0. 2'-6. 4'-0. 6'-0. 7'-e• 0'-e• 3'-0' !'�• 2' DISTANCE (MINIMUM) FROM RIM BOARD. �2: 360 1'-0• V-0' 2'-0' 3'-6' 5'-6• 6'-0' W-6"12'-13" 1•-0. 2'-0' 4'-0" W-6• 9•-0' 0'-0' 2'-0' 4'-0• "y; EDGE OF LEDGER TO FASTENER. 2X_STRAPPING INSTALLED AT h W TIGHT 560 1'-O• V-0. V-6' N-e' 6'-6• W-6. 9'-e' 3'-6• 1•-O' 3'-0. 5'-0' 7'-0' 0'-0' t'-o' 3'-6' 5'-0• JOIST-SPAN LOCATIONS USING TWO 2X' TOP FLANGE HANGER T'� 210 1'-0' V-0. 1'-0-11'-0- 1'-0' V-0. 3•-0. 5'-8' W-8• V-0' V-0. 1'-0. 2'-0. 4'-6• W-B' 9'-6. 2'-6. SCREWS PER JOIST, TYPICAL ALLOWABLE LOAD FACTORED RESISTANCE LBS 230 V-0' V-O' t'-0' 1'-0' 1-6. 2'-0' 4'-o. 6•-6' 0'-6' V-0' V-0' t•-o' 2'-e' 5'-0' 6'-0' o'-e' 3'-0' 6'-0' BACKER BLOCK 18' 360 1'-0• 1'-0• I' 0' 1'-0' 3'-0' 4'-0' 6'-8. 0'-0. 3'-B' 1'-0' 1'-0' 2'-O' 4'-0' 7'-6' 6'-6' 3'-0' 4'-6' 7'-0' FACE MOUNT HANGER BOTH SIDES OF WEB WITH FASTENER y'TIMBERSTRAND•LSL(LEVEL• 1)6'RIM BOARD OP1ON #3; 560 t'-o• t'-o• t'-o' 1'-0' z'-6. N-6' 7•-0' 1'-0' 5'-0• 1'-0• t'-o' 3'-e' S'-e' e'-o' o'-o' 4'-6' e'-o• 6'-0' SINGLE TJI JOIST RIM BOARD DIRECTLY APPLIED CEILING W WEB STIFFENER SIZE W WEB STIFFENER SIZE LAG BOLT 400/ 630 NA / NA 4' 5' Ir r 8' 10' 1Y 15' tr 4' 5' 8' r 6' 10' 12' 15' 1r WEB STIFFENERS REQUIRED IF LAG BOLT 475/ 750 400 575 04'. 96'X 29(e MINIMUM 2g{e W X 296' MINIMUM 18• 360 V-O' t'-0• 1'-0' V-6' S-O" 6'-0' W-0. 5'-0' t'-O' V-6. 4'-0' 6'-6' 9'-0' 4'-6' e'-a' 9'-6' SIDES OF HANGER DO NOT WiTH TOP FLANGE HANGERS, BACKER BLOCK (1)THIS FACTORED RESISTANCE IS WffH A 36' GAP B THE RIM BOARD AND DECK LEDGER WHEN SPECIFIED ON THE LAYOUT, ONE OF y(e 3;X 23fe MINIMUM • yc4 560 1'-0' 1'-0• V-0' V-0" 2'-0. 6'-0• 0'-0• B'-8' 1•-0' S-8. W-0' W-6' 1'-6' 6'-6' 8'-0' 0'-0' G LATERALLY SUPPORT AT LEAST H2 REQUIRED ONLY FOR DOWNWARD LOADS H3 O .ALLOWABLE LOAD DETERMINED IN ACCORDANCE WITH AC 124. PB1 THE ABOVE BRACING OPTIONS IS REQUIRED O 20• 360 V-0• 1•-0• r-o• 1'-0• V-O. S-o• 6'-0• ,-o• s'-6• V-0• V-0• V-6. 4'-0. 7'-0. 2'-6.06'-6• 9'-0• r-o• 36'OF TJI• JOIST TOP FLANGE EXCEEDING 250 LBS OR FOR UPLIFT CONDITIONS. .CORROSION-RESISTANT FASTENERS REQUIRED FOR WET-SERVICE Sao t'-O' t'-o' 1'-0' 1'-0' t'-o' t'-s' 5'-6' 2'-0' 6'-0' 9' APPLICATIONS. RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB. LEAVE)i;' OF WEB (MINIMUM) AT TOP AND BOTTOM OF HOLE. FASTENING OF FLOOR PANELS FILLER AND BACKER BLOCK SIZES • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12" ON-CENTER; THEY DO NOT AFFECT HOLE PLACEMENT. GUIOE1tNES FOR CLOSEST ON-CENTER SPACING PER ROW • FOR SIMPLE SPAN (5' MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL.APPLICATIONS, ONE MAXIMUM SIZE ROUND HOLE MAY BE BEAM and COLUMN DETAILS TJI 1 RIM BOARD TJI• JOISTS 110 210 230 OR 360 560 110, 210, 360 AND �• 174' TIMBERSTRAND• LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. NAIL SIZE MICROLLAM• PARALLAM• LEVEL• LSL OR WIDER Ski' OR 914.OR 14'OR 9x11"OR 14' OR 18'OR 7. 14.OR 18'OR AND 230 560 TIMBERSTRAND •LSL LVL ° 11%' 14' 1136' 16' 11% 16' 20' 11 6 18 20' • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES. FOR OTHER LOAD ed (0.131'x 2141 4' 3' 6' 4' 3' 3" 3' FILLER BLOCK (1) 2X6+W 2X8 +3b' 2x6 +74' 2X8 +)4' 2x12 +)4' TWO CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL® TJ-BEAM® SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. BEARING AT WALL BEARING FOR DOOR BEAM E BEAM BEARING AT 10d (0.148'x 30, 12d (0.148'x V4'1 4' 4' s• 4• 4" 4" 4• (DETAIL H2) 2xs 2x6 SHEATHING SHEATHING SHEATHING SHEATHING SHEATHING ° 0 2X8 2x12 CIR WINDOW HEADER CONNECTION CONCRETE WALL �'TIMBERSTRAND• LSL OR 16d (0.162% 3147 6' 6' 16' 6" 6'0 8' 6' CANTILEVER 2x6 2x10 2xs+36" 2x10 +36' 2xs +74" 2x,0 +)4' ILEVEL• 176" RIM BOARD OR STRAD PER CODE IF TOP PLATE FILLER 4'-0' 6'-0' SHEATHING SHEATHING SHEATHING SHEATHING APPLICABLE APPLICABLE ALLOWABLE HOLES - HEADERS AND BEAMS BLOCKING FOR TERAL IS NOT CONTINUOUS OVER (1) ONE ROW OF FASTENERS PERMITTED (TWO AT ABUTTING PANEL EDGES) FOR DIAPHRAGMS. STAGGER NAILS WHEN USING 4.ON-CENTER SPACING AND MAINTAIN (DETAIL E4) LONG LONG 4'-0'LONG 6'-0' LONG 4'-0' LONG 6'-0' LONG SUPPORT i 36'JOIST AND PANEL EDGE DISTANCE. FOR OTHER APPLICATIONS, MULTIPLE ROWS OF FASTENERS ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST 74'AND 1.55E TIMBERSTRANDO LSL HEADERS AND BEAMS HEADER �� STAGGERED. (2) CAN BE REDUCED TO 4'ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO MORE THAN 136'(TO AVOID SPLITTING). (DETAIL F1 96"OR 34' L 34 OR W 1" NET 2X6 2X8 2X12 2 X DIAMETER OF THE �� •RECOMMENDED NAILING IS 12.ON-CENTER IN FIELD AND 6'ON-CENTER ALONG PANEL EDGE. •14 GA STAPLES MAY BE SUBSTITUTED FOR BD LARGEST HOLE (MINIMUM) i� (1) IF NECESSARY, INCREASE FILLER AND BACKER BnR H2) LOCK HEIGHT FOR FACE MOUNT FVWGFRS AND MAINTAIN he"GAP AT TOP OF FASTENING REQUIREMENTS ON ENGINEERED DRAWINGS SUPERSEDE RECOMMENDATIONS LISTED (0.113'X :2%1 NAILS IF MINIMUM PENETRATION OF 1• JOIST; SEE DETAIL W. FILLER AND BACKER BLOCK LENGTHS SHOULD ACCOMODATE REQUIRED NAILING WiTHOUT SPLITTING (12' A DEPTH ALLOWED HOLE ZONE ABOVE INTO THE TJI JOIST OR RIM BOARD IS ACHIEVED. MINIMUM FOR BACKER BLOCKS AND 24"MINIMUM FOR FILLER BLOCKS). TOP FLANGE HANGER •ILEVEL RECOMMENDS USING A NON-POLYURETHANE SUBFLOOR ADHESIVE ON ALL CONTACT POINTS •MAXIMUM SPACING OF NAILS IS 18.ON-CENTER FOR BETWEEN PANELS AND FLOOR FRAMING. TJI* JOISTS. --- -- - 0 --PROTECT UNTREATED WOOD JOISTS MUST BE LATERALLY SUPPORTED AT o E O O FACE MOUNT HANGER DIRECT CONTACT WITH CON RETE •NAILING ROWS MUST BE OFFSET AT LEAST 'AND STAGGERED. e o e o 0 74 1:+wNT1LEVER AND END BEARINGS BY BLOCKING COLUMN PANELS, HANGERS, OR DIRECT ATTACHMENT TO A HEADER OR BEAM MAXIMUM ROUND RIM BOARD OR RIM JOIST. DEPTH HOLE SIZE L1 CL2) L3 SEE CURRENT (LEVEL ®LITERATURE L4 O O SAFETY BRACING (1X4 9Y"-914 3' FOR FRAMING CONNECTORS MINIMUM)AT 8' ON-CENTER (6' 8• 1134'-11 36" 3)6• SILENT FLOOR• JOIST FRAMING DOES ON-CENTER FOR TJI• 110 JOISTS) 14•_18• 496• NOT REQUIRE BRIDGING OR MID-SPAN AND MULTIPLE MEMBER CONNECTIONS BLOCKING E1 EXTENDED TO A BRACED END WALL SEE ILLUSTRATION FOR ALLOWED HOLE ZONE FOR TOP-LOADED BEAMS (1) FASTEN AT EACH JOIST WITH GENERAL NOTES TWO D (0.113•X 214' NAILS MINIMUM • ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WiTH 1Y4"- WIDE PIECES: UNIFORM AND/OR CONCENTRATED LOADS. SEE WARNING). •MINIMUM OF 3 ROWS 10D (0.128•X 3' NAILS AT 12' • ROUND HOLES ONLY O.C. • NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. •MINIIAUM OF 4 ROWS 10D (0.128•X 31 NAILS AT 12'O.C. FOR 14'AND DEEPER BEAMS DO NOT BEVEL CUT H2 ELEVATED COLUMN JOIST Al OTHER ILEVEL ®TRUS JOIST HEADERS AND BEAMS •IF USING 12D-16D (0.148'-0.i62' DIAMETER) BEAM ON COLUMN COLUMN BASE BASE BEYOND INSIDE FACE RIM BOARD JOINT BEARING AT RmUCm SEER OF NAILING ROWS MAY BE CAP OF WALL. E2 BETWEEN JOISTS DO NOT OVERHANG SEAT MICROLIAM •LVL B COLUMN , CUTS ON BEAMS BEYOND THE 1.3E TIMBERSTRAND• AND PARALLAM •PSL 3>¢"- WIDE PIECES: A3 INSIDE FACE OF SUPPORT LSL HOLE ZONE "0LL ZONE LARGEST HOLLE(MINIMUM) ER OF T14E h DEPTH �i MEMBER. D° NOT CUT, NOTCH OR DRILL i• •MINIMUM OF 2 ROWS 74" BOLTS - - HOLES IN HEADERS IND( OR BEAMS i� AT:!4'O.C. STAGGERED � • ,'%�•, ±-e•, d _] ILLUSTRATIONS AND TABLES. (1) LOAD MUST BE APPLIED EVENLY ACROSS ENTIRE �� :',�� r.. !•!«;•}R :,;s,r+�.�+;.«;•?rR - ILLUSTEXCEPTRATIONS AS INDICATED IN BEAM WIDTH. OTHERWISE, USE CONNECTIONS FOR %;•L.t:p :. •'; ,t:�.+• CS o 0 0 "� SIDE-LOADED BEAMS. TJI®rim joistly4 • h ro .VERIFY COLUMN CAPACITY OPTIONAL L3 LEVEL• RIA�1 BOARD.LSL OR PARALLAM •PSL HEADER OR BEAM MAXIMUM ROUND , MICROLLAM•LVL AND AND BEAM BEARING ADDITIONAL NAILING OR BOLTING MAY BE NON SHRINK L5 LENGTH. SEE CURRENT REQUIRED WiTH SIDE-LOADED MULTIPLE-MEMBER P1 P2 P3 GROUT A2 ALLOWED HOLE ZONE DEPTH HOLE SIZE O [LEVEE LITERATURE ]KAM% PRODUCT LITERATURE. REFER TO CURRENT O O O O y L6 MIDDLE A SPAN 4 ,• g '� a 61 L1 d 1.3E TIMBLI25TRAND• LSL ALLOWED HOLE ZONE d 4'420' 112' ? - H1 O SEE ILLUSTRATION FOR ALLOWED HOLE ZONE "• TJI® JOIST NAILING REQUIREMENTS AT BEARING 62 ? , GENERAL NOTES • ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY. f TJI• JOIST TO BEARING PLATE SQUASH BLOCKS TO TJI JOIST L5 83 • ROUND HOLES ONLY • NO HOLES IN CANTILEVERS. (LOAD BEARING WALL ABOVE) 1141 nmsmswioe LSL OR ILEVEL• A' RIM BOARD. ONE iOD (0.128•X 3' NAIL INTO FA(2i �� O • NO HO IN HEADERS OR BEAMS IN PLANK ORIENTATION. INSTALLATION TIPS B4 USE B1 OR 82 AT ONE BD (0.113•X 274 INTERMEDIATE BEARINGS WIT RYALL PORTER SHERIDAN ARCHITECTS NAIL EACH SIDE. DRIVE SUBROOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE, LOAD BEARING OR SHEAR WARNING NAILS AT AN ANGLE AT BUT MAY NOT BE REQUIRED. WALL FROM ABOVE 45 WEST 21st STREET i 4th FLOOR LEAST 174' FROM END. END OF JOISTS SQUASH BLOCKS AND BLOCKING PANELS CARRY STACKED AT CENTERLINE JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY NEW YORK , NEW YORK 10010 VERTICAL LOADS (DETAILS Bt AND 62). PACKING OUT THE OF SUPPORT BRACED END WALL- 1%" MINIMUM BEARING AT END ALSO SEE DETAIL B2 WEB OF A TJI•JOIST(WITH WEB STIFFENERS) IS NOT A SEE NOTE 3 UNDER BRACING INCLUDES: F (21 2) 254-1175 1 F (21 2) 254-1755 SUPPORT, W MINIMUM AT SUBSTITUTE FOR SQUASH BLOCKS OR BLOCKING PANELS. INTERMEDIATE SUPPORT \ WARNING • BLOCKING • SHEATHING •STRUT LINES SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO PAARAL PHEN ARALLEL PARISTS TITIONS, PACEAJON�-ALPO BEARING WGA H1 � • HANGERS •RIM BOARD •RIM JOIST FLOOR PANEL NAILING SCHEDULE OF THE WALL FOR PLUMBING OR HVAC. OU / RIM TO TJI® JOIST ADDITIONAL JOIST AT PLUMBING DROP (SEE DETAIL). O • �i PROJECT#: 1517 •WIDE TJI*RIM JOIST: 1A•TIMBERSTRAND• LSL OR ILEVEL• TOE NAIL WITH 10D O 1 • i� ) ' ^' P 1 �" �� ti (D.128'X 31 NAILS, ONE \ rDRAWN: SB 176• RIM BOARD OR 134 WIDE TJI• O RIM JOIST: ONE iOD (0.128'X 31 EM31 SIDE OF TJI• JOIST NAIL INTO EACH FLANGE FLANGE 4j'WIDE TJI• II r*'. �r �- -� EXTERIOR DECK DO NOT WALK ON JOISTS DO NOT WALK ON JOISTS THAT ARE DO NOT STACK BUILDING MATERIALS FLOOR JOIST II ` '.• .. O LA UNTIL BRACED. LYING FLAT. ON UNSHEATHED JOISTS. STACK ONLY . ;* ' -• O A ATTACHMENT INJURY MAY RESULT. OVER BFAAIS OR WALLS. CHECKED: BR ..: .: 2)(a '• 2 9(e'WIDE 4rJI RIM II • •<. .� - STRUCTURAL > t^ c� l r JOIST: ONE 16D (0.135•X %I , ;�:•• ':�� '' O SHEATHING , NAIL IM•0 EACH FLANGE RIM WJOISiDE Jle DO NOT USE SAWN LUMBER t ."a '� E.:e 134' MINIMUM BEARING SHIFTED JOIST ADDITIONAL O FOR RIM BOARD OR WARNING NOTES: LOCATE RIM BOARD JOINT BETWEEN JOISTS. TOP VIEW PLUMBING DROP JOIST O BLOCKING, AS AIT MAY LACK OF PROPER BRACING DURING CONSTRUCTION CAN RESULT IN SERIOUS DATE: 05.08.17 • �� ^hn ��ex PROTECT O INSTALLATION. USE ONLY ACCIDENTS. OBSERVE THE FOLLOWING GUIDELINES: ENGINEERED LUMBER. BEAM ATTACHMENT AT BEARING FROM DIRECT CONTACT WiTH O SEE ALLOWABLE HOLES 1.ALL BLOCKING, HANGERS, RIM BOARDS AND RIM JOISTS AT THE END SUPPORTS OF THE TJI®JOISTS MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED. SCALE: AS NOTED -^ CONCRETE 174'KNOCKOUTS AT O H3 2. ESTABLISH A PERMANENT DECK (SHEATHING),FASTENED TO THE FIRST 4 FEET OF JOISTS AT THE ENO OF THE BAY OR BRACED END WALL NATES APPROXIMATELY 12' 3. SAFETY BRACING OF 1X4 (MINIMUM) MUST BE NAILED TO A BRACED END WALL OR SHEATHED AREA AND TO EACH JOIST. AV 11MBERSTRAND• LSL OR °N-CENTER 4. SHEATHING MUST BE COMPLETELY ATTACHED TO EACH TJI• JOIST BEFORE ADDITIONAL LOADS CAN BE PLACED ON THE SYSTEM. ILEVEL• 176• RIM BOARD. 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS BY TRUSS JOIST AUTHORIZED SUPPLIER 5. ENDS OF CANTILEVERS REQUIRE SAFELY BRACING ON BOTH THE LOP AND BOTTOM FLANGES. FOR REVIEW BY DESIGN TEAM PRIOR TO INSTALLATION OF FLOOR FRAMING. 6.THE FLANGES MUST REMAIN STRAIGHT WITHIN 1/2'FROM TRUE ALIGNMENT. It 2. CONTRACTOR SHALL INCLUDE IN BID ALL REQUIRED CONNECTIONS, (INCLUDING CUSTOM BEARING PLATE TO BE ' SEE FRAMING PLAN (IF APPLICABLE) OR CONNECTIONS) REQUIRED TO COMPLETE FLOOR FRAMING. FLUSH WITH INSIDE FACE ® ® SilentTYPICAL DETAILS DRIVE NAILS AT AN OF WALL OR BEAM Floor* ANGLE T° MINIMIZE ILEVEL RtAMER'S POCKET GUIDE FOR MINIMUM END AND INTERMEDIATE EACH ;ONE 100 MEMBER X E NAIL SPLITTING OF PLATEA,Weyerhaeuser,iLevel®,Microllame,Parallam®,Silent FloorraD,TimberStrand®,TJI®,and Trus Joist®are registered EACH SDE OF MEMBER AT BEARING, BEARING LENGTHS. trademarks of Weyerhaeuser NR. 0 2009 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. 114• MINIMUM FROM END February 2009 Reorder TJA015 r This sheet is intended as a supplement to the iLevel Framer's Pocket Guide, which should be referenced for additional information. SILMAN#16956.01 STUD AT PLYWOOD TOP OF WALL PLATE__ PLYWOOD SHEAR WALL NOTES: LEVIN EDGE ____ -=====Tr-----7r---- ------1T-----=1T----r ki -- SEE TYP.DTL FOR 1. STUDS, SILL PLATES AND TOP PLATES AND BLOCKING SHALL BE 2X U.O.N. SEE SHEAR WALLHOUSE PLATE LAP SCHEDULE FOR SIZE AND SPACING. PROVIDE 2X FRAMING AT BOLTED FOUNDATION SILL ROOF SHEATHING ROOF TIE, SEE SCHEDULEPLATES, PLYWOOD PANEL EDGE BLOCKING, AND STUDS AT PLYWOOD PANEL EDGES WHERE SEE GENERAL NOTES FOR 1SHEAR WALL DESIGN SHEAR EXCEEDS 300 PLF. SEE SHEAR WALL SCHEDULE.____ __ _ J --- ------------ -1_I RAFTERS, SEE PLAN FOR ADD'L INFORMATION -�T------i --- -- ------ - - - HOLD DOWN SPLICE SIZE AND SPACING 1 2. ORIENTED STRAND BOARD OSB WALL SHEATHING SHALL NOT BE SUBSTITUTED FOR PLYWOOD SOLID BLOCKING AT 11 11 i 11 1 I 1 1 TO FRAMING ABOVE. ( )I I1 II I ' I1 II I I SEE PLAN. UNLESS APPROVED BY ENGINEER. 29821 MAIN ROAD ALL PLYWOOD EDGES I I I I 1 1 I .I1 T.O. WALL ORIENT NY 11957 TO MATCH STUD SIZE 1 1 I 1 i 1 I 1 1 i 3. ALL NAILS SHALL BE COMMON WIRE NAILS, AND SHALL BE LABELED AS ENGINEERED WALL SHEATHING OMITTED EL. SEE PLAN/ARC 'i II II i I1 II I I(3x AT SHEAR GREATER i , 1,1I I CONSTRUCTION NAILS COMPLYING WITH ASTM F1667. FOR CLARITY, THAN 200 PLF) i 1'1 1'i 11 I I 11 --- 1 •I , EDGE NAIL SEE ELEVATION DETAIL_ I I I I __ „ REVISION DATE -- _ _ I r----- - 4. ALL BOLT HOLES IN WOOD SHALL BE MAX 1/16 OVERSIZE. PROVIDE PLATE WASHERS AT ----- SIMPSON CMST14 AT HEADER - I 1 -- - 11 - - - 1 I I -- -- 1 I -- ANCHOR BOLTS - SEE GENERAL NOTES FOR SIZES. I1 I1 I1 II 1I 1 i TO SHEARWALL LAP HEADER WALL STUDS SEE PLAN DOUBLE 2x PLATE, SIZE TO MATCH � INTERMEDIATE NAILING i 11 11 i 11 II 1 PER SCHEDULE I 1 1 1 1 I I 1 1 1 1 1 , 2'-0" MIN. PROVIDE (12) 10d NAILS FOR SIZE AND SPACING I 1 i i I I i I I i i I 5. AT 2X STUDS, PLATES, AND BLOCKING, PROVIDE 3/8 MIN NAIL EDGE DISTANCE. WALL STUDS (TYP.) IN (2) STAGGERED LINES OF (6) I.I �•� I 1 1 1 1 I NAILS AT 3 o/c MIN. LAP WALL 3 STUD SPACES 4'-0" MIN. 6. AT 3X STUDS, PLATES AND BLOCKING, PROVIDE 1/2" MIN NAIL EDGE DISTANCE - STAGGER ( ) CONT. 2x PLATE, SIZE TO 1 I I I 1 1 1 1 I I 1 1 NAILS IN 2 LINES ALONG ADJOINING PANEL EDGES. i 11 I 11 II II 1 PROVIDE (4) 10d NAILS EA. BLOCK •1 MATCH WALL STUDS (TYP. IN (2) STAGGERED LINES OF 11 1 7. STAGGER SHEAR WALL SILL PLATE ANCHOR BOLTS NAILS AND PLYWOOD EDGE NAILING. ® EACH FLOOR) O i 1 1 i II 11 I •I (2) NAILS / RIM TIE, SEE SCHEDULE SEE PLAN AND SCHEDULE FOR - I i 11 11 II NJ111111. 2 SETS OF END POSTS W ALLSTUD SIZE AND SPACING i 11 11 11 I1 11 8. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS WHERE / STRAP SEE SCHEDULE SHEATHING IS INSTALLED ON BOTH SIDES OF STUDS, AND NAILS SHALL BE STAGGEREDHOLD DOWNS AND ANCHORS; SEE C11 SHEAR WALL SCHEDULE FOR -- - - WALL END POST - SEE LOCATIONS WHERE APPLICABLE FLOOR SHEATHING, SEE GENERAL NOTES -9 r -- -7 r- - O 9. DO NOT NOTCH OR BORE SHEAR WALL END POSTS. DO NOT NOTCH OR BORE SHEAR WALL i I.I I.I I I I HEADER SCHEDULE AND c SILL AND TOP PLATES UNLESS APPROVED BY ENGINEER. FOR ADD'L INFORMATION II 11 11 I .1 PLAN - PROVIDE DOUBLE i 11 11 11 I I I I 1 1 HOLD-DOWN ANCHOR ATCk PLYWOOD PANEL SEE i 11 I1 11 I1 I1 I STUD MINIMUM T.O. WALL i I I i I I I1 1 1 10. HOEDOWN ANCHOR BOLTS SHALL BE TIGHTENED AND INSPECTED PRIOR TO COVERING WALL E END OF SHEAR WALL O SCHEDULE FOR THICKNESS i I 1 1 i I 1 I 1 1 I FRAMING WITH FINISHES. ACCEPTABLE TORQUE IS FINGER TIGHT PLUS 1/2 TURN. DO NOT LENGTH , SEE FASTENER EL. SEE PLAN/ARC . I I I I I I'I I'I 1 .1 (STAGGER JOINTS) 11 11 i 11 11 1 i OVER TIGHTEN. SCHEDULE AND SHEAR 11 II II II II 1 WALL END DETAIL I I I I I I I I 11 1 i HOLDOWN ANCHOR - 11. STRUCTURAL OBSERVATION OF SHEAR WALL CONSTRUCTION IS REQUIRED PER THE GENERAL LOCATE FIRST ANCHOR BOLT Ii II II i I SEE SCHEDULE AND ® NOTES. i i 1 I i 1 TYPICAL DETAILS O 9" MINIMUM / 12" MAXIMUMon I I I I.I I.1 12. WOOD SHEAR WALLS TO BE DOUGLAS FIR 2x6 NO. 2 SPACED AS NOTED Its,m FROM PLATE ENDS; SEE DOUBLE 2x PLATE, SIZE TO MATCH � II 11 1 11 I I '�, 1 SCHEDULE FOR SPACING WALL STUDS (TYP.) 1% n I ___ II 11 I I I I I I "' I TOP OF CONCRETE WALL �s " 2 BOLTS MIN. PER PLATE EDGE NAILING --- --1L_____11�L___ _-___Jl-- _-uJ� _ �L - 13. 5/8 NOMINAL ( /32 ACTUAL) MINIMUM PLYWOOD SHEATHING AT EXTERIOR FACE OF EXTERIOR pfl m* SEE SCHEDULE - - - - - - - RIM BOARD OMITTED FOR CLARITY N N N N OR TOP OF STEEL BEAM WALLS. CONT. 2x PLATE SIZE TO 111 Devonshire Street,Boston,MA 02109 r N N 14. ANCHOR BOLTS SHALL BE Y" DIAM. A307. MATCH WALL STUDS 617 695 6700 HOLDOWN ANCHOR BOLT PER DETAILS CONT. SILL PLATE _j NOTE: ALL HOLD DOWN ANCHORS 15. WALLS NOTED AS SHEAR WALLS ON PLAN SHALL NOT BE CUT OR PENETRATED UNLESS FLOOR SHEATHING WALL STUDS, SEE PLAN FOR PROVIDE PRESSURE MUST BE CAST IN PLACE. APPROVED BY ENGINEER. CONTRACTOR SHALL COORDINATE ALL PLUMBING, MECHANICAL, SEE GENERAL NOTES FOR SIZE AND SPACING TREATED SILL POST-INSTALLATION OF HOLD DOWN HVAC, ELECTRICAL, ETC. ACCORDINGLY. PLATE @ CONCRETE, ANCHORS IS NOT PERMITTED ADD'L INFORMATION SEE FDN. SECTIONS LOCATE FIRST ANCHOR BOLT 16. FOR WALLS LONGER THAN 6'-0 PROVIDE TIE-DOWNS AS NOTED IN SCHEDULE AT ENDS 9" MINIMUM / 12" MAXIMUM AND AT 6'-0" MAX INTERIOR SPACING. c a T.O. STEM. WALL •• ' • ' EL. SEE PLAN CONCRETE FROM PLATE ENDS - 2 BOLTS CONT. 2x PLATE ON a ' 'a ' .q a: . °.• a°. •a'., ;•a ' as: a Q.a. STEM WALL MIN. PER PLATE - SEE DETAIL WALL, SIZE TO MATCH WALL a' a ` �� A 9 ° ° 4' 6 c STUDS, SEE FOUNDATION A' ° a ' ° • ° a.A •• SECTIONS TYPICAL SHEAR WALL ELEVATION DETAIL 2 2 HOLD DOWN ANCHOR AT EACH END 0 OF WALL SEE FOUNDATION SECTIONS. SCALE: N.T.S. S-207 REINFORCED CONCRETE FOR LONG WALL- ADD TIE DOWNS EVERY 6'-0". STEM WALL SEE PLAN NOTE: ALL HOLD DOWN ANCHORS MUST BE CAST IN PLACE. FOR SIZE & LOCATION POST-INSTALLATION OF HOLD DOWN ANCHORS IS NOT PERMITTED TYPICAL SHEAR WALL ELEVATION DETAIL # 1 1 SCALE: N.T.S. �207 PLYWOOD SHEARWALL SCHEDULE OO O O O O O O FLOOR FRAMING, SEE PLAN DOUBLE STUD AT FOR SIZE AND SPACING, INTERMEDIATE FLOOR SHEATHING SEE GENERAL PLYWOODSIMPSON HOLD DOWNS AT ENDS OF SHEAR WALLS BLOCKING TO SHEAR WALL HOLD-DOWNS AS NOTES ON S200 FOR ADD'L MARK MIN. STUD SHEATHING NAILING STUDS OR SOLID POSTS Y 0 A307 SIMPSON LTP4 SPACING SIMPSON H1 TIE SPACING ADDITIONAL NOTES NOT SHOWN FOR CLARITY REQ'D. INFORMATION SIZE EDGE / INT ® ENDS OF SHEAR WALL FOUNDATION UPPER LEVELS ANCHOR BOLT SPACING WHERE SHEAR WALL SITS ON WALL SHEATHING NOT )," NOMINAL (1%2 " ACTUAL) „ " HDU2-SDS2.5 HDU2-SDS2.5 BEAM WITH NO SHEAR WALL SHOWN FOR CLARITY- T.O. WALL SW-1 2x6 PLYWOOD (1) SIDE 8d ® 4 /12 (2) 2x6 W/ SB5/8 X 24 W/ 5/8" 0 THREADED ROD 2'-0" o/c 1 -0 o/c @ EACH RAFTER BELOW, PROVIDE MSTC66B3 SEE TYP. SHEATHING EL. SEE PLAN HOLDDOWN AT END POSTS ELEVATION NOTE: ALL HOLD DOWN ANCHORS MUST BE CAST IN PLACE. POST-INSTALLATION OF HOLD DOWN ANCHORS IS NOT PERMITTED AT SHEAR WALLS. LOCATE FIRST ANCHOR BOLT 9" MINIMUM / 12" MAXIMUM FROM PLATE ENDS; SPACE ® MAX. OF DOUBLE 2x TOP 24" o.c. 2 BOLTS MIN. PLATE PLATE SIZE SHEAR WALL SCHEDULE 3 PER PLATE TO MATCH WALL STUDS S-207 (2) SETS OF END POSTS W/ DOUBLE 2x FULL ALL HOLD DOWNS AND HEIGHT OR DS AT ANCHORS; SEE SHEAR WALL EACH END UOF SHEAR WALL SCHEDULE FOR LOCATIONS WHERE APPLICABLE WALL STUDS ® 16" o.c. ALTERNATE SEE PLAN FOR STUD SIZE TO BOLTS CONT. 2x BOTTOM PLATE M; PLATE SIZE TO MATCH " FLANGE PLATE SHOP WELDED WALL STUDS 4ti.- „<:: TO COLUMN FLANGE T.O. STEEL EL. SEE PLAN r COLUMN" SHIM PLATES AS REQUIRED FLOOR SHEATHING SEE SIMPSON HDU HOLD-DOWN GENERAL NOTES ON S200 ANCHOR AT END OF WALL, 4 ; FOR ADD'L INFORMATION BOLT TO STEEL BEAM TOP NOTE - : '401CONT. 2x PLATE ON STEEL FLOOR FRAMING TO STEEL BEAM NOT SHOWN FOR CLARITY. FLANGE. BEAM PLATE SIZE TO STEEL BEAM; SEE PLAN MATCH WALL STUDS FOR SIZE & LOCATION 0 o WOOD SHEAR WALL ON STEEL BEAM - ELEVATION RYALL PORTER SHERIDAN ARCHITECTS WELDED FLANGE 0 0 45 WEST 21st STREET I 4th FLOOR CONTINUITY PLATES 0 0 AISC STANDARD NEW YORK , NEW YORK 10010 AND/OR WEB FRAMED BEAM m P (212) 254-1176 I F 212 254-1755 DOUBLER PLATES O O CONNECTION AS REQUIRED 0 O BY CONNECTION GYPSUM WALL BOARD DESIGN PROJECT#: 1517 ORIENTATION OF SAME REQ TS FOR BOTTOM PLYWOODSHEATHINGr; t ' CORNER STUD GYPSUM WALL BOARD DRAWN: SB MAY VARY PLATE AS TOP PLATE SEE SCHEDULE FOR !,�• ., ,�, t SHEAR WALL TYPE IN LEGEND CHECKED: BR 'a �1 NOTES: SEE SHEAR WALL SCHEDULE SEE SHEAR WALL ` '` DATE: 05.08.17 16d NAILS ® FOR NAILING PATTERN EXTERIOR PLYWOOD 16d NAILS ® 24 o/c SCHEDULE FOR 1. CONNECTION DETAILS SHOWN A130VE ARE SCHEMATIC DETAILS ONLY. CONTRACTOR SHALL DETAIL MOMENT 24" O.C. SHEATHING NAILING PATTERN 16d NAILS Q 24" O.C. CALE: AS NOTED CONNECTIONS BASED ON NOTE 4, IN ACCORDANCE WITH CODES AND "R" VALUE GIVEN HEREIN, AND SHALL EXTERIOR PLYWOOD SHEATHING . . , PROVIDE SIGNED AND SEALED CALCULATIONS FOR FULL CONNECTIONS PRIOR TO SUBMITTAL OF SHOP DRAWINGS. 2. ALL BOLTS SHALL BE PRE-TENSIONED HIGH STRENGTH BOLTS. ALL FAYING SURFACE SHALL BE PREPARED AS REQUIRED FOR CLASS A OR BETTER SLIP CRITICAL JOINTS. THE DESIGN SHEAR STRENGTH OF BOLTED JOINTS SEE SHEAR WALL SCHEDULE IS PERMITTED TO BE CALCULATED AS THAT FOR BEARING TYPE JOINTS. WOOD STUD FOR NAILING PATTERN TYPICAL DETAILS 3. PROVIDE BOLTED CONNECTION IN WEB FOR BEAM REACTION PER GENERAL NOTES OR FRAME ELEVATIONS OR ORIENTATION OF - PLAN. CORNER STUD EXTERIOR 4. SEE PLAN FOR INFORMATION ON CONNECTION DESIGN FORCES. PROVIDE CONTINUITY AND/OR DOUBLER PLATES INSIDE CORNER MAY VARY OUTSIDE CORNER 16d NAILS @ 24"o/c INTERSECTION SHEATHINGPLYWOOD IF NECESSARY. NOTE: 1 . NON-STRUCTURAL INNER 2X4 STUD WALL NOT SHOWN TYPICAL DETAIL WOOD SHEAR WALL CORNER & 'T' INTERSECTION - PLAN SECTIONS COLUMN FLANGE MOMENT CONNECTION SCALE: 1"=1'-0" SILMAN#16956.01 MECHANICAL NOTES LEVIN GENERAL REFRIGERANT CHARGE TESTING 4. THE MECHANICAL CONTRACTOR SHALL SUBMIT TWO BLACK AND WHITE COPIES OF SHOP DRAWINGS OF ALL SHEET HOUSE 1, ALL MECHANICAL WORK SHALL COMPLY WITH REQUIREMENTS OF APPLICABLE BUILDING CODE(S)AND MECHANICAL METAL DUCT WORK PRIOR TO FABRICATING ANY DUCT WORK, ONE TO THE ENGINEER AND ONE TO THE ARCHITECT. CODE(S).THE MECHANICAL WORK SHALL ALSO COMPLY WITH APPLICABLE SECTIONS OF THE ENERGY PER ACCA STANDARD 5 SECTION 4.3,THE CONTRACTOR SHALL ENSURE THAT THE HVAC SYSTEM HAS THE PROPER THE SHOP DRAWINGS SHALL REFLECT COMPLETE COORDINATION WITH ARCHITECTURAL DRAWINGS, OTHER CONSERVATION CODE OF NEW YORK STATE. REFRIGERANT CHARGE BY ONE OF THE FOLLOWING METHODS: TRADES,AND E(ISTTNG CONDITIONS, BY SUBMITTING SHOP DRAWINGS,THE CONTRACTOR IS CONFIRMING THAT 2. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIM/HERSELF WITH ALL EXISTING CONDITIONS AS THEY A. FOR THE SUPERHEAT METHOD, SYSTEM REFRIGERANT CHARGING PER OEM DATA/INSTRUCTIONS AND THIS COORDINATION HAS BEEN DONE, SUBMITTALS SHALL BE LEGIBLE(NO FACSIMILE COPIES), ONE REVIEWED(AND RELATE TO THE PROPOSED WORK PRIOR TO SUBMITTING A BID,THE CONTRACTOR SHALL BE RESPONSIBLE FOR WITHIN±5-F OF THE OEM-SPECIFIED SUPERHEAT VALUE OR CORRECTED IF NECESSARY)COPY WILL BE RETURNED. FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL COMPLETING ALL WORK RELATED TO SITE CONDITIONS EVEN THOUGH THEY MAY NOT BE INDICATED ON THE B. FOR SUBCOOLING METHOD, SYSTEM REFRIGERANT CHARGING PER OEM DATMNSTRUCTIONS AND WITHIN RESULT IN THE CONTRACTOR ASSUMING FULL RESPONSIBILITY FOR FINAL PROPER PERFORMANCE OF ALL 29821 MAIN ROAD DRAWINGS. ±3-F OF THE OEM-SPECIFIED SUBCOOI ING VALUE OR SYSTEMS. ORIENT, NY 11957 " 3. PRIOR TO THE COMMENCEMENT OF WORK,THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS SHOWN ON C. ANY METHCD APPROVED AND SPECIFICALLY STATED BY THE OEM THAT WILL ENSURE PROPER 5. DUCT AND PLENUM LEAKAGE TESTING AND INSPECTION WILL TAKE PLACE AT A MUTUALLY AGREED UPON DATE THESE DRAWINGS,THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER, REFRIGERANT CHARGING OF THE SYSTEM. AFTER COMPLETED INSTALLATION OF AIR HANDLERS AND DUCTWORK, INCLUDING AIR SEALING, ALL DUCT WORK 4. ALL MATERIALS, EQUIPMENT,AND WORKMANSHIP SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDINGS SHALL REMAIN FULLY EXPOSED AND ACCESSIBLE FOR TESTING AND INSPECTION UNTIL AFTER APPROVAL BY THE REVISION DATE STANDARD RULES AND SPECIFICATIONS, NOTE1. FLOW THROUGH THE HEAT EXCHANGER:OPROPER AIRFLOWS (ACCA STANDARD 5 SECTION 4,1) ENGINEER.ANY CONSTRUCTION IMPEDING INSPECTION WILL BE REMOVED,AND REPLACEMENT WILL BEAT 5. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL EQUIPMENT, HARDWARE,CONTROLS AS WELL AS ANY OTHER AND/OR WATER FLOWS (ACCA STANDARD 5 SECTION 4,2)THROUGH THE HEAT EXCHANGER CONTRACTOR'S EXPENSE,THE ENGINEER(OR THEIR APPOINTED TESTING AGENCY)WILL NEED 5 BUSINESS DAYSi FILING SET 05,08,2017 MATERIALS THAT WOULD NORMALLY BE REQUIRED TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL SYSTEM(S) MUST BE WITHIN ACCEPTABLE OEM TOLERANCES BEFORE THE REFRIGERANT CHARGE CAN BE NOTICE TO ESTABLISH A TESTING DATE.TESTING WILL BE DONE AT 25 PASCALS PRESSURE DIFFERENCE.TOTAL EVEN IF NOT SPECIFICALLY SHOWN ON THE DRAWINGS, MEASURED AND/OR ADJUSTED, SYSTEM LEAKAGE(SUPPLY DUCTWORK, RETURN DUCTWORK,AND AHU)OF 10%OR LESS OF THE AHUiS PEAK 6. NO DEVIATION FROM THESE DRAWINGS, INCLUDING PRODUCT SPECIFICATIONS, SHALL BE PERMITTED WITHOUT NOTE 2. MEASUREMENT PARAMETERS:THE SYSTEM MUST BE WITHIN THE OEMiS TEMPERATURE PARAMETERS AT RATED AIRFLOW(IN CFM, OF EITHER HEATING OR COOLING MODE,WHICHEVER IS HIGHER)SHALL BE CONSIDERED PRIOR WRITTEN APPROVAL FROM THE ENGINEER. STEADY STATE CONDITIONS BEFORE SYSTEM CHARGE MEASUREMENTS ARE UNDERTAKEN. SATISFACTORY, 7. ALL EQUIPMENT,CONTROLS,AND OTHER APPARATUS THAT REQUIRES ACCESS FOR SERVICE,INSPECTION, OR NOS REFRIGERANT CHARGE TOLERANCES: REFRIGERANT CHARGE TOLERANCES NOTED(I.E,, ±5-F AND/OR± ADJUSTMENT SHALL BE PROVIDED WITH ACCESS PANELS OR DOORS.ACCESS SHALL COMPLY WITH APPLICABLE 3-F OF THE OEMiS RECOMMENDED OPTIMAL REFRIGERANT CHARGE)ARE NOT ADDITIVE TO ANY OEM-SPECIFIED ELECTRICAL CODE(S)AND MANUFACTURER RECOMMENDATIONS.THE CONTRACTOR SHALL COORDINATE ALL ACCESS DOORS TOLERANCES. 1. THE HVAC CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR AND THE GENERAL OR PANELS WITH THE ARCHITECT. CONTRACTOR TO ENSURE THAT ALL WIRING REQUIRED FOR ALL HVAC COMPONENTS IS INSTALLED PRIOR TO HVAC 8, THE CONTRACTOR SHALL PROVIDE SPECIFICATION SUBMITTALS(CUT SHEETS)ON ALL EQUIPMENT FOR APPROVAL ACCEPTABLE PROCEDURES SYSTEM INSTALLATION AND ACCORDING TO ALL APPLICABLE CODE(S), PRIOR TO PURCHASING OR INSTALLING ANY EQUIPMENT(EVEN IF THE EQUIPMENT IS THE SAME AS WHAT IS THE CONTRACTOR SHALL USE ONE OF THE FOLLOWING ACCEPTABLE PROCEDURES FOR COMPLETING THE DESIRED SPECIFIED ON THE DRAWINGS).TWO(2)COPIES OF EACH SHALL BE SUBMITTED FOR APPROVAL: ONE TO THE MEASUREMENTS AFTER CONFIRMATIOINIOF REQUIRED AIRFLOW(PER ACCA STANDARD 5 SECTION 4.1)AND/OR WATER FLOW CONTROLS ENGINEER,AND ONE TO THE ARCHITECT, SUBMITTALS SHALL BE LEGIBLE(NO FACSIMILE COPIES). FAILURE TO (PER ACCA STANDARD 5 SECTION 4.2)THROUGH THE INDOOR COIL: 1, THE CONTRACTOR SHALL ENSURE THAT ALL CONTROLS FOR THE HVAC SYSTEM(S)ARE SUITABLE FOR THE COMPLY WITH THIS REQUIREMENT SHALL RESULT IN THE CONTRACTOR ASSUMING FULL RESPONSIBILITY FOR THE A. SUPERHEAT TEST DONE UNDER OUTDOOR AMBIENT CONDITIONS,AS SPECIFIED BY THE OEM EQUIPMENT TO BE CONTROLLED AND MEET OEMiS REQUIREMENTS OR RECOMMENDATIONS FOR INSTALLATION AND FINAL PROPER PERFORMANCE OF ALL SYSTEMS. INSTRUCTIONS(TYPICALLY, 55-F DRYBULB TEMPERATURE OR HIGHER)OR USE, FURTHERMORE,THE CONTRACTOR SHALL ENSURE THAT ANY REQUIRED SEQUENCING OF EQUIPMENT AND 9. THE CONTRACTOR SHALL SECURE ALL PERMITS AND INSPECTIONS AS REQUIRED BY THE BUILDING CODE. B. SUBCOOLING TEST DUNE UNDER OUTDOOR AMBIENT CONDITIONS, AS SPECIFIED BY THE OEM I SAFETY DEVICES FUNCTION PER OEM AND/OR APPLICABLE CODE REQUIREMENTS. 10. THE CONTRACTOR SHALL PROVIDE THOROUGH WATERPROOFING AND AIR SEALING AT ALL EXTERIOR PENETRATIONS NSTRUCTIONS(TYPICALLY,60-F OR HIGHER)OR 2. COPIES OF DOCUMENTATION FOR NORMAL USE OF ALL CONTROLS AND SAFETY DEVICES,INCLUDING REGULAR SUCH AS WALLS&ROOF AND ANY OTHER LOCATIONS THAT WOULD NORMALLY REQUIRE SUCH SEALING. C. ANY METHOD APPROVED AND SPECIFICALLY DOCUMENTED BY THE OEM THAT WILL ENSURE PROPER MAINTENANCE REQUIREMENTS, SHALL BE PROVIDED TO THE ENGINEER AND THE HOMEOWNER. MECHANICAL PLAN KEYNOTES 11. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR MAKING ALL NECESSARY ADJUSTMENTS REQUIRED TO REFRIGERANT CHARGING OF THE SYSTEM. OPTIMIZE THE PERFORMANCE OF ALL SYSTEMS. MISCELLANEOUS 1. OUTDOOR UNIT ON ROOF LEVEL 12. ALL REFRIGERATION SYSTEMS SHALL COMPLY WITH APPLICABLE CODE(S). NOTE:IF OUTDOOR CONDITIONS REQUIRE A FOLLOW-UP VISIT TO FINALIZE THE CHARGING PROCESS,THIS SHOULD BE 1. ZEHNDER TCOMFOTUBEi FLEX DUCT ROUTING IS SHOWN AS SUGGESTION ONLY;ANY REASONABLY DIRECT ROUTE 2, CEILING DIFFUSER/RETURN GRILL 13. ALL MECHANICAL WORK SHALL CONFORM TO ACCA STANDARD 5: HVAC QUALITY INSTALLATION SPECIFICATION, RECORDED AT BOTH THE INITIALVISIT AND THE FOLLOW-UP VISIT, THAT DOES NOT INTERFERE WITH STRUCTURE OR OTHER SERVICES IS ACCEPTABLE, ADDITIONAL NOTES ON THESE DRAWINGS ARE BASED ON THIS SPECIFICATION BUT THE CONTRACTOR SHOULD BE 3, ERV DUCTS FAMILIAR WITH ALL ASPECTS OF THE SPECIFICATION.A COPY OF THIS SPECIFICATION CAN BE PROVIDED UPON ACCEPTABLE DOC;L M NTAITOU 4. ERV EXHAUST UP THROUGH ROOF REQUEST. THE CONTRACTOR SHALL PROVIDE EVIDENCE OF THE FOLLOWING: 5. ERV SUPPLY AIR THROUGH NORTH FACADE 14. ALL EQUIPMENT,CONTROLS AND RELATED ACCESSORIES ARE TO BE INSTALLED IN ACCORDANCE WITH THE A. DOCUMENTED FIELD DATA AND OPERATING CONDITIONS RECORDED ON START-UP SHEET MANUFACTURERiS SPECIFICATIONS. NO PART OF THIS DESIGN IS INTENDED TO IMPLY THE USE OF ANY PIECE OF OR 6. COMBINED SUPPLY AIR GRILLE- SEE DETAIL EQUIPMENT,CONTROL, ETC, IN ANY WAY OTHER THAN ITS MANUFACTURERG INTENDED APPLICATION(S). B. DOCUMENTED FIELD DATA AND OPERATING CONDITIONS RECORDED ON SERVICE RECORDS 7. TANKLESS HOT WATER HEATER AND AIR HANDLERS C. WRITTEN JOB DOCUMENTATION OR CHECKLIST IN THE INSTALLATION FILE 1. ALL AIR HANDLERS SHALL BE PROVIDED WITH CODE-COMPLIANT CONDENSATE DRAINS TO AN APPROVED RECEPTOR. THE TEST RESULTS SHALL BE DOCUMENTED AND COPIES PROVIDED TO THE ENGINEER AND THE HOMEOWNER.SUBMITTALS 2. VIBRATION ISOLATORS SHALL BE INSTALLED BETWEEN ALL AIR HANDLERS AND ALL THEIR CONNECTIONS TO SHALL BE LEGIBLE(NO FACSIMILE COPIES).FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL RESULT IN THE BUILDING STRUCTURE, CONTRACTOR ASSUMING FULL RESPONSIBILITY FOR THE FINAL PROPER PERFORMANCE OF ALL SYSTEMS. 3. A VIBRATION ISOLATING CANVAS CONNECTION SHALL BE PROVIDED AT ALL EQUIPMENT-TO-DUCT CONNECTIONS. THE CONNECTIONS SHALL BE 2 TO 4 INCHES(INSTALLED LENGTH)AND SHALL BE INSTALLED SUCH THAT VIBRATION IS NOT TRANSMITTED TO THE DUCTWORK. DUCT&PLENUM WORK&LEAKAGE TESTING 4. IT SHALL BE THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO KEEP THE AHU COILS AND DUCT INTERIORS 1. ALL DUCTWORK SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE MECHANICAL CODE AND SMACNA CLEAN AND PROTECTED DURING CONSTRUCTION, IF THE COILS OR DUCTS ARE FOUND TO BE DIRTYAT THE END OF SPECIFICATIONS UNLESS OTHERWISE NOTED, THE JOB,THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR CLEANING THEM BEFORE INITIAL SYSTEM START-UP. 2. ALL DUCTS AND PARTS OF THE SYSTEM SHALL BE SUBSTANTIALLY SUPPORTED AND SECURELY FASTENED TO STRUCTURAL MEMBERS OF THE BUILDING. DUCTWORK SHALL HAVE HANGERS SPACED 8'-0"ON CENTER MAXIMUM, HANGERS SHALL BE 1"WIDE X#16 GA. GALVANIZED STEEL STRAP, 3, ALL DUCT AND PLENJM CONNECTIONS, SEAMS,JOINTS,AND FITTINGS SHALL BE SEALED IN ACCORDANCE WITH THE ENERGY CONSERVA C _;0DE OF NEW YORK CITY,TAPES AND MASTICS USED TO SEAL DUCTWORK SHALL COMPLY WITH UL 181. EXCEPTION:ZEHNDER TCOMFOTUBEi CONNECTIONS ARE SEALED BY O-RING TYPE GASKETS AND NEED NO OTHER SEAL. i e MECHANICAL EQUIPMENT Tn T'l MECHANICAL EQUIPMENT&SPECIFICATIONS DUCT FROM AIR HANDLER HEAT PUMP: Mitsubishi SEZ-KA15NA 3" FLEX DUCTSFROM ERV AHU-1:Mitsubishi SE7-KD15NA4 0 5 MANIFOLDS TO TAPS ON BACK OF SUPPLY BOX Provide filter box for each AHU. I II 7 1" DIVIDER THERMOSTATS: Mitsubishi MHK1 (3 total), Leave set for space III - I1 it SUPPLY AIR SUPPLY AIRtemperature sensing at t-stat7!# , do not use return air. I 1 PER PLAN LINEAR BAR GRILLE I 17WCDUCTWORK: 26 gauge galvanzied sheet metal w/1/2" liner(unless noted ( 1 I Wotherwise). Submit shop drawings for review&coordination, I 6 XN SUPPLY AIR BOOTS: Both AC/heatpump and ERV fresh air supplies are to I I 7 i 1rHV '3 FLEX DUCTSFROM ERV be integrated into one boot with one continuous grille, with separation between i 9 oMANIFOLDS TO TAPS ON airflows up until back of grille, with 1"wide spacer at back of grille, Refer to i i ) 1 `� . -- ; o j BACK OF SUPPLY BOX- detail on sheet M1 00. O DUCT FROM AIR REGISTERS & GRILLES: Titus CT-480 model linear bar diffusers throughout POOLROOM 1 eo HANDLER unless otherwise noted, Concealed fastenin throu hout, GWB surfaces to 1 "�` g g III 01 i� 11 ei FB recieve with tape&spackle border, Floor grilles to be flangeless heavy duty type 6 frames. Submit schedule for Architect's review, -- T' STORAGE HALLWAY ' ACCESS PANELS: Frameless finish concealed hardware gypsum panel j 02 04 located per unit manufactuer's specification at AHU's within GWB ceiling, 2 II � ERV: Zehnder ComfoAir 200 ERV 1" FLANGE CONNECTION TO WATER HEATER: Stiebel-Eltron Tempra 36 Plus (Tankless Electric) BACK OF GWB, MILLWORK, OR FLOOR j - RYALL PORTER SHERIDAN ARCHITECTS ------ 45 WEST 21st STREET I 4th FLOOR q--_----------- LINEAR GRILLE, FRAME VARIES NEW YORK , NEW YORK 1 0 0 1 0 I I (NOT SHOWN) I P (212) 254-1175 1 F (212) 254-1755 I II II II II II II SYMBOLSI SUPPLY DRAWN: RZ AIR GRILLE DETAIL I l PROJECT#: 1517 `���RED Aqc� A )_N T# Thermostat location and AHU# G �plti S. RY�t TS ��' - - ## ERV Exhaust(EX)/Outside Air(OA)&required CFM CHECKED: WR � ERV timed switch DATE: 05.08.2017 Q� SCALE: AS NOTED ACCESSORY STRUCTURE: POOL HOUSE NOTE: N MECH. PLANS & NOTES Refer to RCP's for wall&ceiling diffuser dimensioned locations, ACCESSORY STRUCTURE: POOL HOUSE - MECHANICAL PLAN 1 -