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HomeMy WebLinkAbout42468-Z ��o�gUFF04c©� Town of Southold 6/11/2018 P.O.Box 1179 d' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39701 Date: 6/11/2018 r . THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4115 Rocky Point Rd, East Marion SCTM#: 473889 Sec/Block/Lot: 21.-1-30.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/9/2016 pursuant to which Building Permit No. 42468 dated 3/20/2018 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: one family dwelling with partially finished basement and covered porches as applied for. The certificate is issued to Kupari LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0005 5/21/2018 ELECTRICAL CERTIFICATE NO. 18-45481 5/24/2018 PLUMBERS CERTIFICATION DATED 6/11/2018 Sou ld Plumbing 0 v ho i e Signature J FFOL,r-^&' Town of Southold 6/20/2018 3 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39702 Date: 6/20/2018 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 4115 Rocky Point Rd, East Marion SCTM#: 473889 Sec/Block/Lot: 21.4-30.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/9/2016 pursuant to which Building Permit No. 42468 dated 3/20/2018 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: accessory garage as applied for. The certificate is issued to Kupari LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 18-45481 5/24/2018 PLUMBERS CERTIFICATION DATED 1 , Signature svFEot,r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42468 Date: 3/20/2018 Permission is hereby granted to: Kupari LLC 282 Washington Ave Brooklyn, NY 11205 To: Construction of a new single family dwelling and accessory garage as applied for per SCHD approval. 2 COs required. Replaces expired BP 40590 At premises located at: 4115 Rocky Point Rd, East Marion SCTM # 473889 Sec/Block/Lot# 21.-1-30.3 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 9/19/2019. Fees: PERMIT RENEWAL $1,758.00 Total: $1,758.00 ui _Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT C $ ' TOWN CLERK'S OFFICE �y • 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#: 40590 Date: 4/4/2016 Permission is hereby granted to: Kupari LLC 282 Washington Ave Brooklyn, NY 11205 To: Construction of a new single family dwelling and accessory garage as applied for per SCHD approval. 2 COs required. At premises located at: Rosenburg Rd., East Marion SCTM # 473889 Sec/Block/Lot#21.-1-30.3 Pursuant to application dated 2/9/2016 and approved by the Building Inspector. To expire on 10/4/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,054.40 ACCESSORY $461.60 CO -NEW DWELLING $50.00 CO -AC O UIE D G $50.00 otal: $3,616.00 Buildingnspector 1, 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. 0Q_ New Construction: Old or Pre-existing Building: (check one) Location of Property: ?j 15- 71^K6<J9Q_' PAT C21TE71 ^472-1 jj>,j Aj)!� Uq 3q House No. Street Hamlet Owner or Owners of Property: WAV4u.c Suffolk County Tax Map No 1000, Section Ji( Block J Lot o. 3 Subdivision Filed Map. Lot: Permit No. qc7 i 0 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ V �r/ scant Signa r Certificate of Compliance ............. ..... ............................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 . ...................................... ............................................ .................................... . ......I....................... CERTIFIES THAT Upon the application of Upon premises owned by Atlantis Electric, Inc.* Kupari Residence 87 Powell Avenue#5 4145 Rocky Point Road Southampton, NY 11968 East Marion , NY 11939 Located at: 4145 Rocky Point , East Marion , NY 11939 Application Number#: 18-45481 Certificate#: 18-45481 Electrical License#: 38031-ME Section: Block: Lot: Building Permit#: 40590 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New 2 Story House/ Finished Basement/(3)Air Conditioning Units/Service Equipment/ Generator A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 24th day of May 2018 Name QTY Lighting Panel-60 Amp, 240V 2 Exhaust Fan - 15 Amp, 120V 5 Power Panel - 100 Amp, 240V 2 Meter-800 Amp, 240V 1 Power Panel-200 Amp, 240V 4 Service Disconnect-200 Amp, 240V 4 Duplex Receptacle- 15 Amp, 120V 54 AC Condenser-40 Amp, 240V 2 Electrical Inspector: Anthony Giordano ..... APPROVEDo J A - 5 2018 = ............: y RE I DING Dec. TOWOF SOUTHOLD This certificate is not valid unless raised seal is present. Certificate of Compliance .. ...........I................................................ .. . ................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ......................................... ...... .............I................................. . .. .. ...... CERTIFIES THAT Upon the application of Upon premises owned by Atlantis Electric, Inc.* Kupari Residence 87 Powell Avenue#5 4145 Rocky Point Road Southampton, NY 11968 East Marion , NY 11939 Located at: 4145 Rocky Point , East Marion , NY 11939 Application Number*: 18-45481 Certificate#: 18-45481 Electrical License#: 38031-ME Section: Block: Lot: Building Permit#: 40590 Name QTY 4FT Flourescent Light Fixture- 15 Amp, 120V 14 AC Blower- 15 Amp, 220V 6 AC Condenser-20 Amp, 240V 2 AC Condenser-50 Amp, 240V 2 ARC-Fault- 15 Amp, 120V 33 ARC-Fault-20 Amp, 120V 4 Car Charger Receptacle/Circuit-40 Amp, 240V 1 Dimmer- 15 Amp 120V 10 Dishwasher Circuit-20 Amp, 120V 2 Dryer Circuit- 30 Amp, 220V 2 Exhaust Hood -20 Amp, 120V 1 Electrical Inspector: Anthony Giordano .............. ME =3 ; certificate is not valid unless raised seal is present. JUN - 5 2018 BUILDRqG DEPT. TOWN OF SOUTHOLD Certificate of Compliance . _.......................................... .......................................................... .............................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ......................... .............. ................................................................................................I......................... CERTIFIES THAT Upon the application of Upon premises owned by Atlantis Electric, Inc.* Kupari Residence 87 Powell Avenue#5 4145 Rocky Point Road Southampton, NY 11968 East Marion , NY 11939 Located at: 4145 Rocky Point , East Marion , NY 11939 Application Number#: 18-45481 Certificate#: 18-45481 Electrical License#: 38031-ME Section: Block: Lot: Building Permit#: 40590 Name QTY Feet Multi Outlet System- 15 Amp, 120V 12 Floor Receptacle- 15 Amp, 120V 16 Furnace Circuit- 15 Amp, 120V 1 GFI Circuit Breaker-20 Amp, 120V 1 GFI Receptacle- 15 Amp, 120 V 26 Generator-20 KW- 100 Amp, 240V 1 LED Light Fixture- 15 Amp, 120V 108 LED Skylight Fixture- 15 Amp, 120V 16 Motor- 15 Amp, 120V 16 Oven Circuit-40 Amp, 240V 1 Stair Light Fixture- 15 Amp, 120V 20 Electrical Inspector: Anthony Giordano ��l�APPROVED of mnm...... W�Iertificate is not valid unless raised seal is present. �� OF Certificate of Compliance .. . .. .... ............................................... ................................................ ... ... .. .... .......... . CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ... .... .... ....... ..... . ..........I.......................... . .. .......................I......................... ... CERTIFIES THAT Upon the application of Upon premises owned by Atlantis Electric, Inc.* Kupari Residence 87 Powell Avenue#5 4145 Rocky Point Road Southampton, NY 11968 East Marion , NY 11939 Located at: 4145 Rocky Point , East Marion , NY 11939 Application Number#: 18-45481 Certificate#: 18-45481 Electrical License#: 38031-ME Section: Block: Lot: Building Permit#: 40590 Name QTY Switch - 15 Amp, 120V 26 Transfer Switch -200 Amp, 240V 1 UG Service Feeder-800 Amp, 240V 1 Electrical Inspector: Anthony Giordano xA VACAL Nz 'APPROVED. ...........";P. This certificate is not valid unless raised seal is present. D JUN 5 2018 BUILDING DFPT- ,rOWN OFSOUTHOLD *pF S011�yol� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD ® JUN 1 1 2018 BIIILDINGDE - CERTIFICATION TOWN OF SOI 0L-') Date: Building Permit No. 7 Z 7 60P Owner: /�f1lagr, (Please print) Plumber-:- -65e-013 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. �/� (Plumbers Signature) jr Sworn to before me this I l day ofa�Ar'V- 20 jff btn Notary Public, County CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 DuaNfied In Suffolk County Commission Expires April 14,2 .(� �O��OF SOUlyolo Ll N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECION [ ] FOUNDATION 1ST [ ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: aNkf, 1% 4Yk& I-+ ► Gv n �'� DATE I I INSPECTOR V 4 ✓ F sopT�,o �ycour�m,��' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ 'FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:oe ` f DATEA /r �i INSPECTOR D OF SObTyO 40 , cou�m,��' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ 'FOUNDATION IST _ [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL - , [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKING REMARKS: 1 dr DATE ,0� �� �'6 INSPECTOR )p U � 4®1 d oF SOujyo couM`l,N TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [VJ rOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: r JIF • P • � L6,f r DATE INSPECTOR_2� SOUT�o v ,moo !o cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ZUNDATION 1 ST [ ] ROUGH PL13G. UNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR so 40') cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE l INSPECTOR(2l f SO � �Tyo y O coum, TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �I�1+ aK f• w LA 4p­t� OAS • L) DATE INSPECTOR N o a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) REMARKS: I YM. I WAA ov, 1otil DATE D INSPECTOR �o��OF SOplyolo o�y�OUNi'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] 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) R ARKS- �VIM ch, DATE (D INSPECTOR D�9v 1pF SOUL L4D H L4 o`��p � o� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] nakUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 V nLA M�� .�... rvt (.Qiv ov�v DATE I INSPECTOR �pF SOUL TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING [v FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I � tb/� &9�741 OL t 9 W�u ma� N L Sal cl- i cv t A—/ S � �� �� C. k� P 4(& v owra, m® "ve. ® Lmfla v) S DATE 3 INSPECTOR Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com July 5, 2016 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: Rocky Point Road residence—355 Rosenburg Road,East Marion,NY SCTM: 1000-21-1-30.36 Dear Mr.Verity: A visit was made to the above referenced property on June 29, 2016 to evaluate the footing reinforcing installed for the main house and garage. Based on our observations and to the best of my knowledge, the footing reinforcing appears to be constructed in conformance with the building plans and in accordance with the Building Code of New York State. Please call me if you have any questions. Very Truly Yours, ;' tiy• `` ;. J Condon, P.E. nD L��ObC L ' JUL - 6 2016 BUILDING DEPT. TOWN OF SOUTHOLD ROCKET INSULATION LLC 6515 flIP PORI(DRIVE POnKOROMfl, nY 11779 E�AY 1 6 201 �...� P 6317509075 f:6317509076ciPT INSULATION & COATINGS www.Rocket5p -Eoam.com rocketinsul�Y-r&*� ` ` c`F}m' TOWN OF SOUTHOLD Insulation Certificate This Form must be filled out and posted to comply with building code requirements. The following products have been installed in accordance to manufacturer's guidelines by a qualified installer. Fiberglass Insulation manufactured by: Owens Corning/Certainteed Foam spray polyurethane manufactured by: Lapolla Industries Area Insulated Thickness/Aged R-Value** GARAGE CEILING (864 SQFT) 3" NOMINAL CLOSED CELL FOAM GARAGE 2X6 WALLS (1090 SQFT) R21X15 KRAFT FIBERGLASS FIRECAULKING ALL PENETRATIONS AS PER CODE (3 TUBES) DOORS&WINDOWS LOW RISE FOAM ROOF RAFTERS 6" NOMINAL CLOSED CELL FOAM R42 2X6 EXTERIOR WALLS 2" NOMINAL CLOSED CELL FOAM WITH R13X15 UNFACED R28 2X10 EXTERIOR WALLS 2" NOMINAL CLOSED CELL FOAM WITH R19X15 UNFACED R32 BASEMENT EXTERIOR WALLS 3" NOMINAL CLOSED CELL FOAM R20 CRAWLSPACE CEILING 4.5" NOMINAL CLOSED CELL FOAM R30 IST FLOOR CEILING R30X16 UNFACED FOR SOUND BASEMENT CEILING R38X16 KRAFT FIBERGLASS 2X4 INTERIOR WALLS 3.5" ROXUL SAFE AND SOUND 2X6 INTERIOR WALLS 5.5" ROXUL SAFE AND SOUND FIRECAULK ALL PENETRATIONS AS PER CODE DOORS&WINDOWS LOW RISE FOAM BEDROOM FLOOR ON SLEEPERS 2" ROXUL BEDROOM FLOOR ON SLEEPERS INSTALL RADIANT FOIL OVER ROXUL CRAWLSPACE CEILING 3" NOMINAL CLOSED CELL FOAM WITH R19X16 UNFACED FIBERGLASS THEATER CEILING UPGRADE TO 11" BLUE JEAN DENIM SOUND BATTS IN LIEU OF R38X16 FIBERGLASS THEATER HALLWAY WALL DOUBLE FRAMED WALLTO GET 2" ROXUL INSTALLED.TO INNER PART OF FRAMING WITH 3" ROXUL INSTALLED TO OUTER FRAMING THEATER/STORAGE COMMON WALL UPGRADE TO 3.5" BLUE JEAN DENIM SOUND BATTS IN BOTH SIDES OF DOUBLE FRAMED WALL IN LIEU OF 3.5" ROXUL THEATER BATH/PANTRY COMMON WALL NO CHANGE FROM ORIGINAL CONTRACT ROCKET INSULATION LLC 65b MP PflPK DPIVf t Y PONKO KOMfl, nY 11779 r P- 6317509075 f: 6317509076 INSULATION & COATINGS www.Rocket5pmy o_am,_Eom rocketinsulation@gmail.com "Nominal thicknesses are representative of field, spray-applied foam material. R-Value is based on manufacturer's claims Jobsite Address_ 4070 Rocky Point Rd East Marion, NY 11939 Date of Installation: Building Contractor: Taconic Builders Installed By: Rocket Insulation LLC -Post Near Electric Panel- i D [ECF- RV[E D MAY 1 6 2018 DU:fl M,lat. TOWN OF SOUTHOLD TEMPERED GLASS LIMITED WARRANTY Customer Westhampton Architectural Glass Plant Location: Secaucus Address. 44 Old Riverhead Rd Project Name: 6612/TACONIC BUILDERS ROCKY PT RD Westhampton Beach NY Project Location. Westhampton Beach NY Invoice Date(s): November 27th, 2017 Invoice Number(s): 336896 The Tempered Glass product(the"Product")sold by the company named above(the"Company") under the invoice(s) referenced above is warranted to meet the quality and strength requirements of ASTM C 1048 and the safety requirements of CPSC 16 CFR 1201 (categories I and 11)and ANSI Z97.1 for a period of five(5)years from substantial completion. The express limited warranty stated herein is exclusive and is in lieu of and replaces any and all other warranties, representations or conditions of any kind,whether written, oral or implied (including,without limitation, any implied warranties, representations or conditions of merchantability or fitness for a particular purpose, statutory or otherwise), and supersedes any oral or written warranties, representations or conditions made, asserted or implied by any distributor, agent, representative or employee or contained in any manual, brochure, literature, advertising or other materials No distributor, agent, representative or employee has the authority to change, alter, amend or otherwise modify this Limited Warranty LIMITATIONS, EXCLUSIONS AND EXCEPTIONS/TEMPERED GLASS LIMITED WARRANTY All claims pursuant to this Limited Warranty must be presented in writing by the Purchaser(the"Purchaser")of the Product to the referenced plant(the"Plant")within thirty(30)days of the Purchaser learning the facts upon which the claim is based. No warranty claim may be made after the passage of the applicable warranty period Any legal action in respect of any claim under this Limited Warranty shall accrue on the date the Purchaser discovers or should have discovered with reasonable diligence the facts forming the basis for such claim. Notice of any claim under this Limited Warranty shall not be considered given unless it includes a copy of the referenced Invoice(s);the date and place of purchase of the Product;the name, address and telephone number of the installer of the Product;and the name, address and telephone number of the Purchaser. No claim under this Limited Warranty shall be available without proof of purchase of the applicable product by the Purchaser making the claim. Limited Warranty claims made prior to payment in full by Purchaser for the Product shall not be honored. Failure to make payment in full for the Product on or prior to the date payment is due therefore shall void this Limited Warranty. Upon validation by the Company of any Limited Warranty claim,the Company, at its sole option, shall either(a)furnish the Purchaser with a replacement Product or, if the Product is no longer made, a substitute product which, in the sole discretion of the Company, is comparable to the original Product, F.O.B.the Plant,freight collect, or(b) refund the original purchase price which the Purchaser paid for the faded portion of the Product(less freight and other charges). A comparable substitute product,whether fabricated by the Company or by a party chosen by the Company in its sole discretion, may have characteristics including, but not limited to, color, shading coefficient, U-value and/or surface appearance which vary from the original product but shall nonetheless satisfy the Company's obligation to replace the Product. If the Company elects to supply a replacement or substitute product,the Limited Warranty on the replacement or substitute product shall extend only for the balance of the original Limited Warranty period of the failed Product. In no event shall the Company be responsible for any costs attendant to replacing nonconforming or defective Products(including, but not limited to, labor costs), other than as specified in this paragraph. At the Company's request, all defective Product,which Corporate Headquarters Fabrication and Distribution Center 10'Verituro Way?Secaucus,lNcw Jersey!C)709/-1808 300,431,2042 1 T 201 SS3.1850 1 F-;2.71.5531851 lass com is replaced or substituted for pursuant to this Limited Warranty, shall be returned to the Company, at the Purchaser's expense,within thirty(30)days after such replacement or substitution. The Product must not be modified or fabricated (e.g., ground, drilled, sand blasted or otherwise)as this can weaken the glass and/or impair its safety characteristics. Any modification or fabrication of the Product voids this Limited Warranty. The Company specifically disclaims responsibility for an} damage to any product caused by, or which results from, improper installation, including any installation not performed in a good and workmanlike manner in accordance with industry standards and applicable shop drawings, ordinances and safety codes; provided that, in addition, such installation shall be performed at any higher standards as shall be set forth in any glazing or installation instructions provided by the Company; improper maintenance;storage in other than a good and workmanlike manner; abuse;damage or breakage caused by persons other than employees or agents of the Company while being handled, installed, shipped,glazed or used; damage or breakage caused by improper building design or construction,thermal breakage; building or foundation movement; use upon the Product of any cleansing or treating agents;atmospheric pollutants or contaminants, or runoff; leachate from building components, use of the Product with incompatible glazing or other materials;or use of the Product for purposes not considered suitable therefore by the glass industry or, in its sole discretion, by the Company No warranty is provided in respect of any damage to or failure caused by any of the foregoing Any product shipped outside the Unite_d States and Canada is not warranted by GGI. The remedies provided herein and in the Company's invoice for the Product(s)constitute the Purchaser's sole and exclusive remedy under any claim or theory of liability in respect of the Company's manufacture,sale or provision of the Product or any warranty in connection therewith, including without limitation,claims based upon failure of,or defect in the product,whether a claim, however instituted, is based upon contract, indemnity, breach of warranty,tort(including negligence and/or strict liability)or otherwise. The Company shall not be liable for consequential, indirect, incidental, punitive, exemplary or special damages, claims or costs of any nature including,without limitation, labor costs of any kind relating to the removal of failed products and/or reinstallation of replacement products therefore, or damages, claims or costs otherwise arising from or in connection with, alleged breach of any limited warranty or negligence on the part of the Company. If Purchaser is sued by any third party for Product failure under warranty or any other theory, Purchaser shall provide the Company at its Plant at its address above with written notice thereof with a copy of any and all pleadings served upon Purchaser within ten (10)days of such service and provide the Company with an opportunity to inspect the allegedly defective Product. Failure to comply with the foregoing shall void this Limited Warranty. Products not expressly warranted by the Company are sold"as is,with all faults"and product failures expressly excluded from this Limited Warranty(including for example, but not limited to, glass breakage)are not covered by any other warranty, representation or condition, express or implied, statutory or otherwise. The Company offers no warranty, express, implied or otherwise for annealed glass, products containing a film opacifier, or any coated glass provided as part of its products For the sole convenience of the Customer,the Company will facilitate resolution of warranty issues which may occur between the Customer and the Coater. To the extent assignable,the Company assigns to the Purchaser any warranty on the Product provided by third parties, including any warranty by a third party glass coater. These assigned warranties will generally be limited and subject to exclusions and exceptions. The Purchaser is advised to apprise itself of such limitations, exclusions and exceptions, and the Company shall have no obligation to so apprise the Purchaser (In general, the Limited Warranty provided by glass coaters may be void if the coated glass is installed contrary to the Company's or the respective coater's instructions, damaged by improper handling or installation, or if damaged because of scratches or abrasions which may be caused by abrasive cleaners used on the coated surface.) Any waiver by the Company of a deviation from any of the terms or conditions in this Limited Warranty shall only be for the specific deviation so waived and shall not be construed as a waiver of any other term or condition nor a continuing waiver of the term or condition so waived. The Company reserves the absolute right to inspect, in the field or at the Plant, any Product that is alleged by the Purchaser to be defective. Failure to afford the Company the right to inspect allegedly defective Product promptly upon the Purchaser becoming aware of any defect therein voids this Limited Warranty. / r -c— folifil Sim M, aw WA AlAoASTATE ENEROY COD v AW I rg AM,Mia MAW ^. aY _ -1 � ���''•'l'�,Mi7'Li�� f1 4, lip • i �' ..�•ra�l�Il/-� ��� a6r....3.:- _a moi- �i'i�� � _ � f mow► TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 1 Survey SoutholdTown.NorthFork.net PERMIT NO. 0 Check Septic Form N.Y.S.D.E.C. ---- Trustees C.O.Application + ! Flood Permit Examined 520 !1� 1: Single&Separate I ' I I FE9 - �-L 9 2076 �I Storm-Water Assessment Form 1 L Contact: FApproved / 520 -, ' ' Mail to: CARL SHENTON Disapproved a/c CARL@SHENTONARCHITECTS.COM Phone: 646-679-4066 bvHT Expiration ,20 mg I spector - APPLICATION FOR BUILDING PERMIT Date FEBRUARY 5TH , 2016 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. KUPARI LLC (Signature of applicant or name,if a corporation) 282 WASHINGTON AVENUE, BROOKLYN, NY 11205 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder OWNER Name of owner of premises KUPARI LLC (As on the tax roll or latest deed) If app Ii ant is a corporation, signature of duly authorized officer (NIKOLA DURAVCEVIC, MEMBER) (Name and title of corporate officer) Builders License No. Plumbers License No. La/'1 - �, �- '' Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 355 ROSENBURG ROAD EAST MARION House Number Street Hamlet County Tax Map No. 1000 Section 21 Block 01 Lot 30.3 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 VACANT LOT b. Intended use and occupancy SINGLE FAMILY RESIDENCE 3. Nature of work(check which applicable):New Buildin X Addition .Alteration Repair Removal Demolition Other Work $3,200,000 (Description) 4. Estimated Cost Fee _ (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 3 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NOT APPLICABLE 7. Dimensions of existing structures, if any: Front NOT APPLICABLE Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front NOT APPLICABLE Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 108'-2" (NORTH) Rear 108'-2" (SOUTH) Depth 105'-1" Height 23'-2" (ABOVE 1ST FL) Number of Stories 2 9. Size of lot: Front 846'-11" (NORTH) Rear 867'-4" (SOUTH) Depth 1,443'-0' (WEST) 10. Date of Purchase 12.27.2012 Name of Former Owner H. LLOYD KANEV& KAYE KANEV 11. Zone or use district in which premises are situated .A'�Cr P--00 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 14. Names of Owner of premises KUPARI LLC Address 282 WASHINGTON AV. Phone No. 718-246-1041 Name of Architect SHENTON ARCHITECTS LLP Address 195 PLYMOUTH ST. Phone No 646-479-4066 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 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 X NO * IF YES, PROVIDE A COPY. REFER TO THE ATTACHED DOCUMENT. STATE OF NEW YORK) SS: COUNTY OF 5 ) Ca Ir I 9 )en4o n being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the AYC o k!:f- (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this TRACEY L. DWYER day of 20 J 1D NOTARY-PUBLIC,STATE OF NEW YORK NO.01 DW6306900 /J �)Okyc' QUALIFIED IN SUFFOLK COUNTY U Notary Publi Signature VA7pplicant - John 1M. BredemeY er II1,President '\0 soTown Hall Annex �® ® 5437a Main Road Michael J. Domino,Vice-President ,� P.O. Bax 1179 James F. King,Trustee Southold, New York 11971-0959 Dave Bergen,Trustee Telephone(631) 765-1892 Charles J.Sanders,Trustee ���`+®� t Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWNT OF SOUTHOLD March 10, 2015 Karen A. Hoeg, Esq, Twomey, Latham, Shea, Kelley, Dubin & Quartararo LLP PO Box 9398 Riverhead, NY 11901-9398 RE: KUPARI, LLC OFF ROCKY POINT ROAD, EAST MARION SCTM# 21-1-30.3 Dear Ms. Hoeg: The Southold Town Board of Trustees reviewed the site plan prepared by D.B. Bennett, P.E., P.C., last dated January 8, 2015, and determined that the proposed construction of a two-story dwelling with sanitary system, and detached garage is 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 construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further 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 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. z J ' 7 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, John M. Bredemeyer, III, President Board of Trustees JMB:eac Scott A. Russell °SU S IFORl�WWA\TIER, SUPERVISOR z AWANAGIEMIENIF SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southol d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET FEB 9 2016 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE F'OLI,ONVING: —� Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of'horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or,coastal erosion,hazard area. ❑ n ``Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square 4 feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building,Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) I S.C.T.M. 1000 Date District NAME- NIKOLA DURAVCEVIC, KUPARI LLC 21 01 30.3 02.05.2016 tc�a °Seaton Block — —Lot —� Gq­ FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 718-246-1041 Reviewed By: Date: a`Cj Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — ---355-ROSENBURG ROAD, - - ---- ---- ---- --i Approved for processing Building Permit. - - ed - - '' EAST MARION, NY 11939 tormwater Management Contr6FPlan'Nof�Required. - ii Storm"-ater Management Control Plan is Required. iTonvatd to Engineering Department for Review.) i� - — FORM # SMCP-TOS MAY 2014 APPLICANT' SC.T.M. '�: 1000 (Property OmerNIKOLAgn SD'URAVCEVInal,Agent, rC;Other) `'21 01 3 �asu�gk Stormwater Management Control Plan CHECK LIST yr i N, [ KUPARI LLC section Block Lot w z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date ° `� �k The applicant must provide a Complete Explanation and/or Reason for not providing - 46-1041 02.05.201601a all Information that has been Required by the following Checklistl aignalurc TO phoiro N—k, j I. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. �0 w c. Existing -Natural & Man Made Features within 500 L.F. include eupsiruc4io r! of the Site Boundary as required by §236-17(C)(2) �0 d well main Bin d, Test Hole Data indicating Soil Characteristics&Depth to Ground Water. Wire Backed slite P liactive so*. e. Limits of Clearing & Area of Proposed Land Disturbance. seeding of exposed anal f. Existing & Proposed Contours.of the Site Nlaimun,2 Intervals) g. Location of all existing &-proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and.discharge ring. j. Location of proposed Soil Stockpile Area(s). M0= k. Location of proposed Construction Entrance/Staging Area(s). 00 i 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stoi mwater Management Conti of Plan must include Calculations showing Swo. e e n V Ot that the stoi mwater rmpro�ements are sized to capture,store,and infiltrate o of 1-01j :e•C on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event APPROVAL OF ST®RiVlWAE 3. Details&Sectional Drawings foi stormwater practices are required for approval. +CONTR®L pLAN -Town Code Chaptar ZN Items requiring details shall include but not be limited to: >q, a. Erosion &Sediment Controls. of b. Construction Entrance& Site Access. 00 c Inlet Drainage Structures (e.g.catch basins,trench drains,etc) 00 d Leaching Structures (e-g mfiltiation basins,swales,etc) r-- FOR ENGINEERING DEPARTMENT USE ONLY Additional Information is Required. I Reviewed & /o��� I Stormwater Management Control Plan is Not Complete. r Approved By: (, — — — — — — — — — — — — — — — — — - — — LjStM0CP srmwater Management Control Plan is Complete. j Date. Ib i has been approved by the Engineering Department.{ FORM " SWCP Check List-TOS MAY 2014 �o��Of SO�Tyo` o Town Hall Annex 41 l Telephone(631)765-1802 54375 Main Road y �,aaxx{631)765- 5 P.O.Box 1179 G Q roaer.dchert IOWn.SOUtfi015 ny US Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION { jj t- REQUESTED BY: Afl a n ks 04,,c , L r c Date: a � 'Z Company Name: p,n la g 2c i'C Ln c. Name: RnVALIA l.ra vi aa- ?_ License No.: _ 1 yC Address: 8 Pbw t`t AV e O 114 _—s S wOAck VK p Phone No.: 51 b -,4,q3 - JOBSITE INFORMATION: (*Indicates required information) *Name: Ku a f i *Address: Kos, r Pa ST a n' oh *Cross Street: i *Phone No.: 516- rQ - y3 b i Permit No.: 0 5 _. Tax Map District: 9000 Section: a Block: o Lot: 0 3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) e de�Oel�te QfC,� (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES le Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other \ *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION n�K Q\0 1 i 82-Request for Inspection Form rar=s-� �04OSufF�1Kco`i d. Town Hall Annex y Telephone(631-1802 54375 Main Road o P. O. Box 1179 Fax(631)734-9502 Southold, NY 11971-0959 07 rs BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: , 02.05.2016 Owner: KU PARI LLC Location of Property: 355 ROSENBURG ROAD, EAST MARION, NY 11939 . I Please take notice that the (check applicable line): X New residential structure Addition to existing residential structure _ Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) X Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Signature: Name (person submitting this form): NIKOLA DURAVCEVIC (KUPARI LLC) Capacity(check applicable line): X Owner Owner representative TrussResReg15.docx Effective 1/1/2015 f• _ EP 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE' ` _' DESIGNATION-OF CONSTRUCTION (PMS) 9187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 4 112" STROKE .........--•------------------..... .._. -•.•-DE`3tGNA'PtON"FORS'i'RUC7`ttitA.L .:. . ._..___w.__...:W_.._._..,..._.----•--.W.__�=__....- --_--• COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS- "R"- ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENTIFICATION SIGN COi1/PIJANCE IMTH 19 WC RR PANT 1265eqxm . coDEs CflvistoN, BWVF'LE TRUSS IDENTIFICATION SIGN DATE:03(08,/2005 ......, NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT f'-y AND ADMINISTRATION EXHIBIT`B" RIDER ATTACHED TO AND MADE PART OF CONTRACT OF SALE SELLER: H.Lloyd Kanev and Kaye E.Kanev F ^ PURCHASER: Kupari,LLC PREMISES: 355 Rosenberg Road,East Marion,NY 11939 THE FOLLOWING PARAGRAPHS ARE ADDITIONS TO THE CONTRACT OF SALE AS DESIGNATED FIRST HEREIN ABOVE,AND,AS SUCH,CONSTITUTES A RIDER TO THIS CONTRACT. IF THERE SHALL BE ANY INCONSISTENCIES BETWEEN THIS RIDER AND THE BASIC FORM CONTRACT HEREIN,THE RIDER SHALL CONTROL AND TAKE PRECEDENCE OVER SAID PRINTED FORM OF CONTRACT. 1.COVENANTS and RESTRICTIONS: The purchaser acknowledges that the sale of said premises is made subject to covenants and restrictions which shall be duly executed and filed at the closing of title,run with the land and shall be binding upon all purchasers and holders of said premises,their heirs,executors,legal representatives,distributes, successors and assigns,to wit: a. Should Purchaser,his heirs,executors,legal representatives,distributes, successors and assigns,subdivide now or in the future,he shall be limited as per the restrictions contained herein. From the date of closing through to January 15,2020,the primary lot will be a Sound-front lot which will be no less than five(5)acres in size. For purposes of calculating the five acre minimum size of the Sound-front lot,the area shall have a western boundary running the entire length of the top of the bluff(approximately 300 feet). The top of the bluff is defined as The Coasial Erosion Hazard Zone as shown in the land survey prepared by Joseph A Ingegno,Land Surveyor,dated December 20, 2002(copy attached). The calculation shall only include land eastward of the top of the bluff,and shall not include the land leading from the top of the bluff down to the high water mark of Long Island Sound. Purchaser,his heirs,executors,legal representatives, distributes,successors and,assigns,agree that,until January 15,2020,shall there be no more than one(t)lot north of a line projecting westward from,straight and continuous with,the line forming the south side of Stratmors Road,to the western boundary of the subject Premises..•6n the remaining acres,the Purchaser,his heirs or assigns,may,at any time;subdivide as permitted by,and,after January-15,-2020,may,,as permitted by law, use a portion of the aforementioned five acres in conjunctionwith other acreage to create a second Sound-front lot;if allowed under applicable laws and regulations. b. Purchaser,his heirs,executors,legal representatives,distributes,successors and assigns,agrees to place all utilities underground,on the demised premises and any future subdivided lots. 2.EASEMENT:For a period no longer than two(2)years from date of closing,the Purchaser,his heirs,executors,-legal representatives,distributes,successors and assigns, will be granted a twenty(20)foot wide easement over the south side of the Kanev property,beginning at Rocky Point Road,and running along the south property line of the Kanev property for a distance of four hundred and twenty(420)feet. This easement is limited to pedestrian traffic,passenger and light vehicles only,and shall not include construction or other heavy equipment. Should the property be subdivided,this easement shall apply to the Sound-front lot only,and not to any other lots created through subdvision. Access to any other subdivided lots shall be from the seventy five(75)feet of frontage on Rocky Point Road at the south easterly most end of the property bordering the subdivision of East Marion Woods. 3.FUNDS: All checks presented to the Seller by the Purchaser at the time of closing shall be payable to Seller by certified funds drawn on New York State banks. Seller will shenton architects Up 195 Plymouth Street Brooklyn New York 11201 February 5th, 2016 Mr. Michael I Verity Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Dear Mr.Verity, Re: 355 Rosenburg Road, East Marion, NY Please find enclosed building permit application documents for the proposed construction of a new single family residence on the above noted property. The scope of work includes the construction of a new driveway from Rocky Point Road leading to a 1 t/2 story house over a basement, and a separate three car garage. The proposed work will be carried out in accordance with the provisions of the New York State Uniform Fire Prevention and Building Code,current Energy Code, and all other applicable laws and statutes. The house has been designed as a partially enclosed structure per section R301.2.1.2 of NYS Residential Code.All exterior glazing, including the skylights,will be shielded from windborne debris by fabric hurricane protection pre-tested to meet the stipulated standards. The only exception being the window to Bathroom 4 on the Second Floor,for which a hurricane rated glazing system is specified. Please do not hesitate to contact us if you require any further information. Yours sincerely, Emily M. Mottolese AIA Carl Shenton RIBA Encs. Drawings: A-000,A-001,A-002,A-101,A-102,A-103,A-104,A-105,A-110,A-111,A-112,A-113,A-114, A-115,A-201,A-202,A-203,A-204,A-205,A-206,A-301,A-302,A-303,A-330,A-331, A-601,A-602,A-603, C-001, C-002,5-100,5-101,5-102,5-103,5-200,5-201,5-202,5-203, 5-204,5-205,S-206,S-300,5-301,5-400, M-101,M-102,M-201,M-202,M-300, M-301, M-302, M-350,M-351, M-352,M-353,M-401,M-402,M-501,M-601,E-300, E-501, EN-001, P-101,P-201, P-300, P-301, P-302, P-303, P-501 Property Survey(Dated 01/20/2016) Building Permit Application Form Dept, of Health Services Permit Town of Southold Board of Trustees Letter Property Contract of Sale Covenants&Restrictions('Exhibit B') Notice of Construction Type Form Septic Form 1 D.B. BENNETT r ---- CONSULTING ENGINEER February 9, 2016 I r,,� `! Mr. Michael Verity -F� FEB Building Inspector L Building Department —�— -- Town of Southold —' Town Hall Annex Bldg. 54375 Route 25 Southold, NY 11971 SUBJECT: East Marion House 355 Rosenburg Road East Marion, NY SCTM# 1000-21-1-30.3 Dear Verity: Mr. Shenton submitted a Building Permit application for this project today. I understand you need an original copy of the SCDHS permit to construct. Please find this document attached. I trust this information is clear. If you have any questions, please call me at 631-907- 0023. Re pectfully submitted, D. . Bennett, P.E., P.C. Drew B. Bennett, P.E. cc: Carl Shenton, Architect (24-189) 3 RAiLRoAD AvENUE - P.O. Box 1442 - EAST HAMPTON - NY - 11937 TEL: 631-907-0023 - FAX: 631-329-0324 - WWW.DBB-PE.COM D.B. BENNETT, P.E., P.C. D.B. BENNETT CONSULTING ENGINEER March 2, 2016 Building Department Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 SUBJECT: SWPPP East Marion House 355 Rosenburg Road East Marion, NY 11939 SCTM# 1000-21-0-30.3 Dear Sirs, In response to a verbal discussion with Mr. Jamie Richter, R.A. of the Engineering Department, drawing C-001.00 and C-002.00 have been revised. These revisions were made in order to prepare a complete Stormwater Pollution Prevention Plan for the NYSDEC and Town Engineer. Please find enclosed: • Four(4) copies of C-001.00: Civil Site Plan, revised 2/29/16' • Four(4) copies of C-002.00: Stormwater Management Control Plan, revised 2/29/16 1 trust this information is clear. If you have any questions, or wish to discuss any aspect of this project, please contact our office by telephone at 631-907-0023. Respectfully submitted, D.B. Bennett, P.E., P.C. Dr e B. Bennett, P.E. Cc: Carl Shenton (24-189) 3 RAILROAD AVENUE • P.O. Box 1442 • EAST HAMPTON • NY • 11937 TEL: 631-907-0023 • FAx: 631-329-0324 - WWW.DBB-PE.COM D.B. BENNETT, P.E., P.C. shenten architects Up 195 Plymouth Street Brooklyn New York 11201 August 151h, 2016 D [E0V D 1 I Mr. Michael J.Verity AUG 1 6 2016 Town of Southold Building Department Town Hall Annex Building BUMDING DEPT. 54375 Route 25 TOWN OF S® OLD P.O. Box 1179 Southold, NY 11971 - •- :-- Dear-Mr.-Verity,---- Re: 355 Rosenburg Road, East Marion, NY Building Permit#40590 Please find enclosed four (4no.) sets of amended permit drawings for the above noted property. We have only included drawings that have been revised or added.The key revisions are summarized as follows: 1. House raised by 1'-0"with respect to existing grade. 2. Basement FFL lowered by 4", and structural slab lowered by 5". 3. Basement ceilings raised in Mechanical Room and Linen Closet. 4. Basement Mechanical Room extended into adjacent crawlspace. 5. Fireplace foundation walls changed to cast-in-place concrete. 6. Garage moved West by 3'-0"to avoid existing tree. 7. Bathroom 2 at First Floor split into two bathrooms. 8. Door added to Stair 1 at First Floor. 9. Interior glazed partition between Bedroom 4 and Stair 1 at Second Floor removed. 10. Fireplace chimney moved to exterior gable wall. The structural drawings enclosed have been revised to reflect the above, and also include additional details of the roof structure and steel lattice wall. Please do not hesitate to contact us if you require any further information. Yours sincerely, Emily M. Mottolese AIA Carl Shenton RIBA Encs. Drawings: A-101.01,A-102.01,A-103.01,A-104.01,A-202.01,A-203.01,A-204.01, A-302.01,A-303.01,A-330.01,5-100.01,5-101.01,5-400.01,5-401.00 Cc. Nikola Dura vicevic(Kupari LLC) John McDonald(Taconic Builders) 1 l� shenton architects RP 195 Plymouth Street Brooklyn New York 11201 nnAugust 30th, 2017 I 1 AUG 3 1 2017 Mr. Michael I Verity �� - Town of Southold Building Department �®WW®��® a Town Hall Annex Building LTMOLD 54375 Route 25_ P.O. Box 1179 Southold, NY 11971 Dear Mr.Verity, Re: 355 Rosenburg Road, East Marion, NY Building Permit#40590 Please find enclosed four (4no.) sets of amended permit drawings for the above noted property. We have only included drawings that have been revised or added. The key revision relates to two retaining walls added to the North East of the Main House,which are required to handle the existing grade conditions. Below is a summary of all changes shown in A-002.01: 1. Concrete retaining walls added NE of main house,with steps to upper landscape area. 2. Garage location adjusted to retain existing Oak tree. 3. Electrical transformer and generator locations revised. 4. Elevation tags updated around Main House, per prior amendment(08.15.2016) As requested by your office, amended copies of the stormwater management plans showing the additional retaining walls, have been sent to Southold Engineering Department. Please do not hesitate to contact us if you require any further information. Yours sincerely, Emily M. Mottolese AIA Carl Shenton RIBA Encs. Drawings: A-00201,A-003,A-004,A-005 Cc. Nikola Dura vicevic(Kupari LLC) John McDonald(Taconic Builders) t Jarski, John From: Carl Shenton <carl@shentonarchitects.com> Sent: Wednesday, September 27, 2017 10:26 AM To: Jarski,John Subject: East Marion house Hello John... Thank you for taking the time to discuss our questions regarding the East Marion house for Kupari LLC(permit#40590) on Wednesday last week. Per our conversation, the two Second Floor bedrooms each have large sliding windows to meet the egress requirements. Window openings are approximately 5'-3"wide by 5'-0" high. Egress from these windows requires stepping over a 6'-0" wide skylight to the roof deck beyond, before descending to grade. All skylight glazing units are comprised of a 1/4"tempered outer lite, 1/2"spacer and a 7/16" heat strengthened laminated inner lite.All window glazing is 1/4"tempered outer lite, 1/2"spacer and a 9/16" heat strengthened laminated inner lite. Window sill heights are 19"above finished floor. It is our understanding that this configurations meets code. I would be grateful if you could confirm this for our records. Thank you, Carl Carl Shenton shenton architects Ilp 195 Plymouth Street Brooklyn, NY 11201 T: 646 679 4066 www.shentonarchitects.com 1 Pontino, Susan From: John McDonald <jmcdonald@taconicbuilders.com> Sent: Tuesday, October 17, 2017 10:13 AM To: Pontino, Susan Subject: Building permit extension Susan, Please extend the building permit number 0590 r six months.The building permit is issued to Kupari and the permit address is Rosenburg Rd. East Marion. Please confirm the permit is extended. My email address is jmcdonald@taconicbuilders.com Thank You John McDonald Project Manager 516-695-0368 Sent from my Whone ' toF soUry®l Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 • Q Southold,NY 11971-0959 Q �ycouff BUILDING DEPARTMENT TOWN OF SOUTHOLD May 22, 2018 Kupari LLC 282 Washington Avenue Brooklyn, New York 11205 RE: 4115 Rocky Point Road, East Marion TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Elecirical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. J� �J Plumbers Solder Certificate. (All permits involving plumbing after 4/1/8 G Trustees Certificate of Compliance. (Town Trustees#765-1892) ® 7� 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 BUILDING PERMIT: 42468-Z New Dwelling &Accy. Garage r L W �N LL V 75 XM` DRAMAGE EROSION &SE®IilidEiltT C®6lITff801:S contatt TM agiheering-a068,4560',W ire Shall include but not be`limited to: APPROVAL OF ST'ORMWATER-MAIMAGEMENT U 0>- Baickfall,O-R Pravide Engiti g' i:et'tificetiOn A well maintained Construction Cntrance, CONTROLMN w --Tw 6 o co ZIP— that the drainage has been ImUlled to Code. Wire Backed Silt Fencing,stabiliaation& ®�t�; ♦ v � 0-!:7 Seeding of exposed andjor.ina a o:Q M =N O W CU-Z�O Q._0 CU O ��WCD =M SwA Its /Mus be des;ved Us C1 e7 5 m C115 4 ,34 Irvlo -W Coe-FF:'c;e- -d � �' �. L-) 0 +60' `+58' _ ! - ---' - - I--- I I — ---- ,--- — - -- — ; W L0 +541 = ';i -- I — - �- — ---- - I — I __ i _— —� _� I Q = O `0 r1. .._'_: I I .'�'. ZC - O 113 SF%2 DEEP WALE 4. •1• •• •• _ ♦ ; � •1• � I50 SF%2 DEEP WALE LL � - 'z OSED (2) 3,+0 SF k 2 DEEFY 1 SWALE i Q �0 . +46' w: 23 SFPR%2 DEEF SWALE _ _ _ _ - _ _�_-�-- -- --_ I 1 i ' -�- U cc +40' STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 (EXISTING (49.0') (54.0') (54.0') (54.0') (54 0') (54.0') (54.0') (54.0') (53.5') 52.5') (51.5') (51.5') (51.5') (51.5' w GRADE) ( ) (51.9') (53.0') (54.0') (54.5') (55.5') (56.0') (56.5') (53.5') (53.0') (53.5') (53.25') (53.0') (53.9') (54.1') J LL DRIVEWAY PROFILE °0 HORIZONTAL SCALE: 1"=100'-0" a a Cpw o z N Cf) F7 W ¢ O v v N o r' 1 Y U) �o OJ AOUAVI h �'AVENUE 20 �s z� o � v 0 0 0 ... . .. .. STRATHMORS SUBJECT. ROAD PREMISES N/RAYMOND GRACE SOUTHERN BOULEVARD Ln ! o O � U 2 ! !• N Qo�e3 my ASPHALT DRIVEWAY p+p• O ry 2 ❑ �^ KEY MAP s�= X00 v°�IP o) els xIGHT of WAY o SCALE 1 "=600' �=m� �=2��=ryo ' Z 8.6a o AD q��� �1G0\S 'p 18 m R'O 5) ,C4u hh'U4i ? 79' Rte' 2 Q Q7 r �2�� u y S4 (� S 14-96 496 ~ U o2 5a 1\0 \ ---- (� SCJ )VEY O PARCEL 2 %° �° g� PARCEL 9 \ s6 N ' \ s8 — 0 3Q S CO / / 41�o --------- — SETOFF 1V�AP FOR V1 / /r b / / / / 64°S 3N.1 / l , I , o --- LOT ❑ °' o ,/ ll, , ,l , r , ' ' ' � " 4 82, ,� - ', \\\ �� H . LLOYD �ANEV i iil l ii j i i i r / i i I " 0/•04, C' 6D' �� \ = FILE No. 11523 FILED MAY 09 c`�`' 1\ � , 2007 SITUATE 62 , 1 I Z O EASTMARION d � TOWN OF SOUTHOLD o LOT0 > q�pyq (T N SUFFOLK COUNTY, NEW YORK 4 / 00 <, ` - S .C. TAX No. 1000-21 —01 —30 . 3 l / 1 /I l l / l , l / 1 , I \ ► 1 1 1 I 1 1 1 / a 1 ,' N°� nn1D - / / / / I / \ ♦ It�� 1 \ I 1 J�`P 6o J ♦ / I FENCE f9 1 I I I I 1 / S ° / �P ,19 ' SCALE 1 =50 ' 1 I 1 I 82 31 48" I ' � � �0 ,/ � DECEMBER 21 2012 / / r,,/ / / / // / / / I I \ 1 I I I ► \ \ 1 I I I 12�,9 1 ' I ��O ♦ GNP1Nf�NG6 / // F°U"D / / / /// / / // / // / I I \ ♦ I I I I ► \ \ \ I UT1L1TM OLE I ♦ coNC. M0"' J* O SEPTEMBER 15, 2014 ADD TOPO lr l / /, / lr r I � \ \ \ ► 1 � I � �� ----- Z " / // , , / � �/ //r / / � I I ► \ 1 \ \ ♦ \ I \ I -_--� �� � 5$ m JANUARY 6, 2015 STAKE PROPOSED HOUSE /, / ,, ,/� , \\ ` I I \ \ \ \ \ ♦ \\ I \ I I 1 , 6 f �d JANUARY 20, 2015 LOCATED TREES / 1,// / ,/// //� / , I \\ ♦ \\ \ \\ \ 1 1 1 \ \ 1 \ I I ' II I Vic` ,/ �-..- �� 8 4� Uo / /// / %/////'j / / j \\ +� \ \ \ ♦♦ \\ 11 \ \ ♦ \ I 1 1 1 I f� / s8 , O" \N 1 LOT LID \\ \\\ �� \\ \ \\ \\ ' ' \\ \\ ♦� \\ II '\ 11 I I I� c AREA = 880,203 sq. ft.Ilk 20.207 ac. (LOT AREA EXCLUDING AREA Q SEAWARD OF THE COASTAL i ////'+ / �/ �'—_ \ 1 I I I / ► 1 \ \ \ ♦ \ \\ \\ �/ j 1 ; \\ EROSION HAZARD ARE & TOP OFBLUFF `\' / / / / �/ �'—� � �\ \ 1 , I I I ► \ \ \ \ ♦ � _ I i - - sq. ft. OR 19.518 ac.) 4ea�c ♦ \ \\ \ \ ♦ \\ \\ 11 ` \\ QJ CERTIFIED TO: ♦/ , 1\ I \ \ I , I I 1 \\ <Fq� \ \ \\ \\ ! \ \ I I �� \ 5 KUPARI, LLC o M� , \ 1 \\ \\ ' II I\ \\ \ % ♦ \\ \ \ \ \ \ I I ♦ 1 fr► LOT ❑ �' ��/' _ _ _ '1 \\\ \ �6 \\ 11 '♦\ \ \ \\\ \ ♦! \`\ \\\ II 11 i; '1 LOT STEWART TITLE INSURANCE COMPANY �D a2 — l' \ \ \ \ \ \ \ ♦ \ \ \ \ ♦ \ \ I 1 i 1 L ocNOTES: as \\ ��` \\ \\ \\ \\ \\ \\ ♦♦\\ \ \\ \\ ♦` \\ �BKs \\ \ ! \ \\ i 11 \\ REFER TO a6'' — \~ \\ � \ \ \ \\ \\ \ ♦ \ \ \\ \\ � \ (�\\ \ � \ ♦ \\ \ I I � \ 1 . LOT NUMBERS SHOWN THUS: LOT 10 \ \ \ \ \ ♦ \ \ \ ,�\ \ \ ♦ \ , I \ MAP OF STRATMORS ESTATES / \ \ \ ♦ \ \ \ \ \ \ ♦ \ \ \ ♦ ,\� \ ♦ \ \ / 1 \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \x ROCKS \ hQ ♦ \ I , \ FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY \ \ \ \ \ \ \ \ \ ♦ \ \ \ ♦ \ \ \ y \ I ► \ Q0 ON FEBRUARY 20, 1963 AS FILE No. 3723 \ \ \ ♦, \ \ \ \ \ \ � \ \ \ \ ♦ \ \ \ \ 571 I , \ W \ \ \ ♦ \ \ \ 1 \ \ \ \ \\ \ sTgk \ \ \ Rp�CKs ♦♦ \ , , \ 2. THIS PROPERTY IS IN THE R-40 ZONING USE DISTRICT. a� — \\ \\ \\ \\ \\ \\ I \ \ ♦♦ \\ \\ \ \\ \ sT \ ♦ \ / ► \ W 3. EXISTING CONTOUR LINES ARE SHOWN THUS: ---------5------ 00 ARE REFERENCED TO NGVD 1929 DATUM \ \\ \\ \\ \\ \\ \\\ \ \ ♦♦ \\ \ \ Tq S \ ♦ \ \ \ ♦ '571D, \ F RooROA \ \ \ \ ♦ \ \ \ I \ \ + \\ \ \ 1 \ STAKE' \ � � \\ \\ \\\ \\ \\\ ♦♦\\\ \\\ \\�\ / \\\ \\\ ♦� \\ \ \ 1 `T"�kf 896 \\ \\ T\\ i 69 I \\ \\ \ \ ♦ \ \\ \I 1 I I \ \'R Ak \ \\`v-�;c 565 —-\ \\ 1 fro 42°�Qa \I \\ \\ ♦ \\ \\\ // \I 1 I I II 1 \\ ST�kF \5564, \�\ \1 6 568 ��eh I I \ \ ♦ \ I / /o / I 1 \ \ `\ I �ah I I \ \ ♦ \ / / /m 572 5159F--567 563 `\ \\ \\ I OJ 573 56 \ \\ \ I 574 575 ROCKS 'ROCKS \ \\ LOT 5B1 577 ❑ 010) 585/d I I 1 \ ii����►���' moi' 587 5B6 / 582 5/ 561 \ pkv 585 580 / 579583 I \\ \\ I I 5138 / 584 � Seg ' ' 57B / ` \ I ' LOT 593 590 LOT ❑ 7 592 5g1594 \\ \\ o 595 598 `G- \ \\\ \ \\\ 560 OT O ♦ L 596 ♦♦ \`\\ \\\ \ I n V_jI I I\\ ,' ♦ \\ \ \\\ I Q I ZZ612� I FENCE 59 \ i 7 ♦ \ \\5B \ .� ` j I I 8.35. 8.2 W. A. \ 559 t� \ \ / ++ ' I NGE ' 0, V)\\ /' 3 0, 0 E 1 II F�,'s. 11 � I \ ��\\ �iaa\► ''� ..-- �..-- ,__ ��� I \\\ 557 - , I 11 11 1 z O n \ .. ►� I \ / I 1 1 I m y \ I \ RE-BAR C)l TA --------\ I 555 \\ /' I ► \ \ \ 171b 7 \\ ------ \\ /�' x,55\ 551 �� // , \ 1 \ 1 aDANIS _ & AGDANIS VORGE ME NGELA ME �' \�-- -- - -- \ / 553 m _--`�\ 550 549 11� 1 ' \\ \ I 1 GARAGE F. I I \ \ I I I \ 548 546 PARCEL 2 1545 \\ \ CD 544 1\ \\ N/O TSAMPAS, 543 , \ \\ LEONIDAS TSAMPAS, \ 1 ASPACTIA p1ERRAKEAS. AS 542 539 / \\ m \46 KD IRENE S TSAMPAS ,I \\ JOHN 56--- ----- - 541 \ \\ \\ 1 \ \\ 537 1 \ \ Ln ri 538 536 1 \ N, 6,OCK CO \ \ \ \ � 1 ED 1 535,♦ PIPE 2.6'E. SHED D/ \ \\ I \ NE N 534 ANOS ��� — IRT LLOS ANOS 5a 533 L...J 532 A \ \ z 531 \\\ m ''---------------- - \\\\\ \ x/529------- UJ PIPE 52 •Q /'/ _--'-''-- --'-/--_ \\\\`� \\\\� \\ 530 528 525 NIOIFsSIADIS \\\\\ \\\\\ \ 527 KATHER NE CHRYSSIADIS /0 526 \ i 524 5 i--/ _---- - - �\ ♦ \\ \\ \� 523 - - ----------- \\ \\ \ \\ \ V) � \\ ii \\ \ \ 521 i / / / \ \ ♦ \ \ szz \\ N/o/AMARA DO N �, //' /' �/' \\\ \\\ `\\ `+i \\\ \\\ �\ 520 CJS JOHN M MCS RA p. W 5a 519 d') PATRICIAAMA O O N � C O �� , ,/ / \ \ \ �+ \ \ O y 518 517,, �`�\ ,e o rn 1� 516cam`, T`J"f 512 130 3 80°49 0 to " 50 0 510DIRT 1 48 ROgD \ `♦ \\ 515G__11 5p3 I 1 1 a6 //// \\ 1\ \ ♦♦ \\514 \ 508 509 I 1 I O 1 \ as � \\ �\\ \\ ♦ \\ \\ 507 504 \ \ 1 ♦♦ \� \90b I I m � O A, o J 00 \ I C, \ \ \ ♦ \ \ / 5D2 m I om up O L)i 00 \` \` \\ i`i s $6� •40 \ \ \ 15 ? 1 \ ,SD N - ' --- 46 \ 48 ' A O \\\\ N INC. /N•Y s Rtg. 25) L.rALO \\ N/0 OWNERS ASSOCIATIO l MARION WOODS HOME MON EAST OPEN SPACE GONG Q w ION O MA�PAIO�DS CO"DIVI5 Vv SUvFovK 5 3 SUB MAR NG\-ERK of 8159 FILED 1N oN�UNE 1. F\9g9 AS F1tE No. v PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. j� /l Y. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-058 ^ � . L4, `s W - All dimensions to be checked on site. Do not scale. f� CIDryol' O o OP�I�C�'L , ZZ, ,,56 DRAINAGE NOTES �., THE EXISTENCE AND LOCATION OF AERIAL,SURFACE OR SUBSURFACE UTILITIES INDICATED ON THE Q640 0) \ �Q ; \ r1 - j (f� PLAN ARE NOT GUARANTEED.THE CONTRACTOR SHALL HAVE A UTILITY MARKOUT PERFORMED PRIOR / \ C s O \ / TO STARTING ANY WORK. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO 0 7 7 13 6,0 130 EXISTING UTILITIES,AND SHALL EXERCISE CAUTION WHILE WORKING NEAR UTILITIES.EXCAVATION IN / l q� O/� O • 04 / � THE VICINITY OF EXISTING STRUCTURES AND UTILITIES SHALL BE DUG BY HAND.THE CONTRACTOR WILL J 1 COORDINATE WITH UTILITITY COMPANIES REGARDING SHORING,BRACING AND MODIFICATION OF THEIR / __ -` `� ' UTILITIES AND APPURTENANCES AS REQUIRED TO PROGRESS THE WORK.THE COST OF UTILITY O �� ' '__ \ IDENTIFICATION,COORDINATION,PERMITTING AND PROTECTION WILL BE INCLUDED IN THE PRICE OF � 1--- \ \ crY� 2®3 1 ) �� THE BID. , � O l j QQ c O / \ \ 48 � \ � � � DRAINAGE SYSTEM DESIGNED TO STORE RUNOFF PRODUCED FROM 2"RAINFALL. O � l ' � / / 1� 91 9 / LOT \/ RUNOFF1 OOEFFICIENTS: \ / / LAWNSO. 5TIO:0.9 �� 6 O v _� '• / �� NCE / / DURING THE COURSE OF DRAINAGE CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES WILL BE REQUIRED.SEE EROSION AND SEDIMENT CONTROL PLAN FOR SEPCIFICATION. HOU RAME PUMP O� • "g N S DRAINAGE LEACHING POOLS SHALL BE MIN.10 FT FROM ALL UTILITIES AND 20 FEET FROM SANITARY O ��� / / / I lJ�ft� Y SOLE FOUND N I�. SYSTEMS. CONC �'�clI­�4�7 C�)'� j �� \ \ / �_\ DRY WELLS SHALL BE MIN.10 FT FROM WATER SERVICE. =O \ %I �\ ` \ C) DRY WELL SHALL BE MIN.20 FT FROM SEPTIC SYSTEMS y J % 713`71 S� o Z 1� ALL PORTIONS OF ASPHALT TO BE REMOVED SHALL BE SAWCUT. O=ff ® Q / � OT ' �,` \", \ 7 ' \ THE CONTRACTOR IS REFERRED TO CONTRACT SPECIFICATIONS PERTAINING TO EXCAVATION. co Z DRAINAGE CALCULATIONS WATERSHED 1-MAIN HOUSE ROOF Ill R F - \ � � / 00 X 2/12 X 1.0 - 1,060 cu.ft. y (�° \ ' \ ,� 1,060/68.42=15.5 VF 1 OFT DIA.DW REQUIRED • / �'" // \ M �' USE(3)1OFT DIA.X 6 FT DEEP LEACHING POOLS(1,231 CU.FT. PROVIDED) 5 WATERSHED 2-GARAGE ROOF LOT 6 _ OF 864SF ROOF X 2/12 X 1.0 - 144 cu.ft. 0 144/42.24=3.4 VF 8FT DIA.DW REQUIRED S \ \ r t USE(1)8FT DIA.X 4 FT DEEP LEACHING POOLS(169 CU.FT.PROVIDED) E R CH \DETAIL DRA \ - \ \ I \ DRY WELL SCHEDULE D \ \ \ \ \ \ W NO. SIZE(DIAxHT) X. \ \ \' \ NCH DRAIN \ DW1-DW3 8'X 8' ROOF(WATERSHED 1) NO \DIV\ \ \ \ \ 1 \ \ I \ \ DI 8'X 4' ROOF(WATERSHED 2) PR\ \\ \ \ \ LUNG \ E 'A L DW \ �� EE FRENCH \ h L EXISTIN I r � � � `DRAIN DETAIL GRAbE— \PROPOSE /--GRANITE CAMPBELL NO.21046 OR EQUAL GRADE FINISHED GRADE (��% fL B. MIN '� �.\ I v.i MIN -( fi✓i ".. �%y::. Q ti I Xe DEE / ROPOS SANItr—Y STEM VV __ DRYYWELL /' / a 1,500 GAL. T \ RIM C ) / I Y / (2)8-0 X 9'L s \C) / \i / % \ �`, Q ° 2'-G" �� WRAP WITH oz.(MIN. NONWOVEN Q (� \ j / } / \ I ' lJ T y`�g GEOTEXTIL (FILTER FABRIC) Q �l �---��� / CONCRETE:4000 PSI `�° w \ / j O REINFORCEMENT: `NLET ' `b \\ �\ / // 1,0 G \, \� +7 L O _� y ASTM A615 GRADE 60 aP INVERT u O� `� \ UNDERG OU D I� a ��. \ \ n z 1"x5-314" O' 6 0 //! PROPAN TA K v % h���ii \ \ M _ r OPENING % 3� o�o��u� 4" x co \ a �\ N• 1 O �� ASE ELEVATION N QS \, / / \ \ \ I F �' ❑ o .5 revisions date summary " r C� /' a EE DRIVEWAY ENCH \ / 2�" 00 L O \ i DRAIN DETAIL \ N rev. 02.29.2016 F�°� (TYPICAL) Q U PROPOSED POT E \ 9� FENCE o 1 ELL \ \ 1 6" COURSE GRAVEL J MIN 3.1's. \1 � O E R LL SC EDU E SECTION 54 DRY WELL DETAIL NOT TO SCALE seal & signature 1 0 'T OI F I GE SEG AN I °� NE m ^ GEOR r AIS' DASN G�l,A s c j DREWS BENNETT � \ j A i� JK s. w �,E E ) a 0757 E. (22— o" SS 0 0\ i PROPOSED SWALE \ N/ /FA 0 0 O➢ ,\ / \ �1 J ��� \.� ` CAPACITY=2,275 CU.FT. \. > O n - a a p o � \,, ,'' L�,O _ �pA S key plan AS ACI T ,RRAI1EAS, o > \< NS ANTI SPI oULAs ; \ \ \\ \ IR ISE � E 12"MIN.RING OF TJ 2-112"0 CRUSHED STONE 56 ` Io j1 PLAN \ \ \ \\ SHED.. 48 CONC. bLu1-h 3'� E — S \\ \ TURNAROUND �" ED _PIPE 5p S i 6' 2 F N ��o� \ _ los so � NA —_ o � p j S IPE E d E TANOS O SOUTH NORTH \ \ ST [JLO a client EASEMENT a Dana Ben Ari&Nikola Duravicevic 2 FT CLEAR 10' PAVEMENT WIDTH 2 FT CLEAR 282 Washington Avenue \ \\ \ m CENTER OF DRIVE Brooklyn \ \ � NY 11205 /" \ ---- �� architects GRADESEE DETAIL'A' [,,--THEORETICAL Shenton Architects LLP �i�'�OOT "`�-- 195 Plymouth Street N/�/F IS Brooklyn C r r p YS S IA D DIS 1" DEPTH OF 3/4' BLUESTONE ON OIL NY 11201 / / \ I AS T'R R , SIA J / / "`— �~\, \ \\. \ rN C E RINE C 1 1 S 4' TOPSOIL AND SEED B" COMPACTED RCA BASE COURSE 4' TOPSOIL AND SEED SO-IL 6 :-`f .\ �. �lA 1 j 1 STABIUZED SOIL BASE 320 Livingston Street,2nd FI. Brooklyn NY 11217 CD C DETAIL 'A' structural engineer L ' \ ` \� _ - �\ TWO COATS OF OIL R BLUESTONE FINISH CUT & FILL ESTIMATES FOR DRIVEWAY Silman Associates / j (� 32 Old Slip, 10th Floor Z \ \, \ \ p O CUT: 450 CU. YDS. / NIA A N 6' RECYCLED CONCRETE AGGREGATE (RCA) FILL: 50 CU.YDS New York T� M 1 R AEII ASCE OMPACTI NET: ANY EXCESS MATERIAL TO BE NY 10005 T O jj w J O `(STANDARD PROCTOR USED FOR FILL AROUND HOUSE. v (J PATRIC A M v mep engineer E O r11 2LS Consulting Engineers ® �� TYPICAL COMMON DRIVE SECTION 150 West 30th Street / �, �, 1 (NOT TO SCALE) New York ® \ NY 10001 --48 civil engineer 43 \ \` �� E SPECIFICATION CLAUSE DB Bennett \ �_ 3 Railroad Avenue, P.O. Box 1442 ' DIRT RO \ �� 6.29"[16Dmm] PAVEMENT PER East Hampton / Q"6 %/ \\ �� EE NOTE DESIGN S100K POWERDRAIN-LOAD CLASS B NY 11937 DOCUMENTS GENERAL THE SURFACE DRAINAGE SYSTEM SHALL BE % ,( Q \.\ / POLYMER CONCRETE S100K CHANNEL SYSTEM WITH surveyor N DUCTILE IRON RAILS AS MANUFACTURED BY ACO SLAB ON GRADE WALKWAY \.\ \ �\ \ % 0 POLYMER PRODUCTS,INC. Nathan Corwin Land Surveyor (SEE FOUNDATION DETAIL) \ \ \ \ �� 00 MATERIALS 1586 Main Rd. \ / CHANNELS SHALL BE MANUFACTURED FROM Jamesport \ I \ • d POLYESTER RESIN POLYMER CONCRETE WITH AN NY 11947 IINTEGRALLY CAST-IN DUCTILE IRON RAIL. 2 , a a \ \ / _P U0 MINIMUM PROPERTIES OF POLYMER CONCRETE WILL \\ COMPRESSIVE STRENGTH: 14,000 PSI \\ \ ,� � P 0 a ' project title 'a ° �� �� • N a FLEXURAL STRENGTH: 4,000 PSI L 4 o \ / 45 ,�5 �S 00 O d TENSILE STRENGTH: 1,500 PSI East Marion House Q Q o O� O �G J / 4 d ROS PROOFRPTION: 0.07% YES Rocky Point Road, East Marion, NY o O 3- \ \ \ < ° 4"[100mm] d d / DILUTE ACID AND ALKALI RESISTANT YES PASSIVE USE TURF SOIL O \ V�\� O N 4 8117 SALT SPRAY TEST COMPLIANT YES / THE SYSTEM SHALL BE 4"(100mm)NOMINAL drawing title STEEL EDGING o 0 0 0 '� p.- O\O0\ \\ �\ 4 a INTERNAL WIDTH WITH A 6.29"ll OVERALL AGGREGATE WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL 0 0 0 0 COMPACTED FILL — — — - \ INVERT SHALL HAVE DEVELOPED"V"SHAPE. ALL OR UNDISTRIBUTED - 'd �. CO ' O\\ - � CHANNELS SHALL BE INTERLOCKING WITH A Civil Site Plan SUBGRADE o 0 0 o I I ;" N o Zi ` \ /' F �t(�F �� 4*1100 "4"[100mm] MALE/FEMALE JOINT. � POLYETHYLENE BARRIER GQ �� NOTES. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY .,' \ 8"PERFORATED PVC PIPE I v0 \ ACO POLYMER PRODUCTS,INC. ANY DEVIATION OR a 1.IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. FILTER FABRIC I I 4 00\ / INC.C• 0 L � ENGINEERING ADVICE MAYBE REQUIRED. PARTIAL SYSTEM DESIGN AND/OR IMPROPER Status project n -��� m T O N 1 1 1�� 2.MINIMUM CONCRETE STRENGTH OF,4,000 PSI IS RECOMMENDED.CONCRETE SHOULD BE VIBRATED TO ELIMINATE INSTALLATION WILL VOID ANY AND ALL WARRANTIES Permit x'410 �OO \\ C jA 1 1 icy AIR POCKETS. PROVIDED BY ACO POLYMER PRODUCTS,INC. O \ 9' S O ll 1 ��w Etc. t 3 AND EXPANSION CONCAN SURROUND.CONTRACTION TRACT ON CONTROL JOINTSRING AAN REINFORCY BE EMENT ARE RECOMMENDED TO PROTECT CHANNEL CHANNEL SHALL WITHSTAND LOADING TO PROPER scale AS Noted drawn bySVG �o N 0\F,T X j R S (�, 1 ' 4.THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX.1/8"[3mm]ABOVE THE TOP OF THE CHANNEL EDGE.D. LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE O° \ �' O J N Site Plan \ 5.CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS.ENGINEERING ADVICE MAY BE REQUIRED TO SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD date a e ® \ © O M DETERMINE PROPER LOAD CLASS. CLASS SPECIFIED AND INTENDED APPLICATION. 02.05.2016 page 1 of 2 OCJ GRATES SHALL BE SECURED USING'POWERLOK' H C L 6.REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. 09� WOODS- l v SPACE y SHHALL BBOLTLEE CERTIFIED TOM ET THE SPECIFIED LOCKING SYSTEM.CHANNEL AND GRATE drawing no. 1' DRIVEWAY TRENCH DRAIN DETAIL 1433 LOAD CLASS.THE SYSTEM SHALL BE INSTALLED o a e " IN ACCORDANCE WITH THE MANUFACTURER'S FRENCH DRAIN DETAIL �o coNC. MON S MARION Op �� NOT TO SCALE INSTRUCTIONS AND RECOMMENDATIONS. NOT TO SCALE r—0 EA sT Cale . 1 50 C-001 . 00 n 'IDVJ 831VA93 o. 1SbM 90 330JJA GRACE RAYMOND LMI SITE DATA:EAST MARION HOUSE ROCKY POINT ROAD, EAST MARION, NY �1NEAREST CROSS STREET: 195' FROM SOUTHERN BLVD. �� � Q WAY ZONE: R-40 7� ASpHAET °PNE LOT AREA: 880,203 S.F. (20.207 ACRES) DIV 47.0 B2 0.0 w X BROWN SILTY FINE SAND,13%GRAVEL(SP/" LOT AREA EXCLUDING AREA SEAWARD OF COASTAL EROSION HAZARD LINE: 850,183 S.F. (19.518 ACRES) ELEv 43.0 4.0• OF TAX MAPS I.D. NO.: 1000-21-01-30.3 N ti Z z p�yP RIGHT o PARCEL 2 SETOFF MAP FOR H. LLOYD KANEV, FILE# 11523, FILED MAY 9, 2007 _' d' Cv z z � W 50'20, W a DESIGN FLOW RATE: LIGHT �,,�ORANGE � M 5 �g. 1 BB0 W CONSTRUCT NEW SINGLE FAMILY RESIDENCE; FINE TO MED.SAND.20-408 GRAVEL(SW'f Cn X O o� D / mss\ 4 0o'20' TOTAL NUMBER OF BEDROOMS: 6 PROPOSED O o0 o N - 3 / /\ 5 aFv za.0 27.0' �"' `� a /� mss rI1 VA 1E SWELL SEWAGE DISPOSAL SYSTEM: U M PAR PRI V c co' '�, ,� -'--� o,^ 6�°S D TI�M7PRO�iTTEDq n � -� 1�J�°V� SEPTIC TANK: = z � ® 4® 2 , PR ll 4 Tl I'VTL LL Q / ,� ', , �o NO WATER ENCOUNTERED a o vo C� 1 ®�, 1 F , N DESIGN FOR 6 BEDROOMS AS PER S.C.D.H.S. TABLE 2 To 2zo' BELOW GRADE > p 11-- �.�5 1% \� SEPTIC TANK REQ'D. = 1500 GALLONS CAPACITY TEST HOLE 12/11/2014 Q � LAND, AIR, WATER - "a E co S 82'31 '48" °3 , oO/ / 1 ®J ENVIRONMENTAL W CU Cc � a ��Q� a 2 1 4g„ L Ss mo E �, / ` '1 SERVICES, INC. 0 2 0 1 1 L 2 LEACHING POOLS: V � OT o� 14.91 �7 / rn WELL / co o / pRIVATE D DEPTH TO GROUNDWATER = 45 BELOW GRADE M W o� I�IpROVE AS PER S.C.D.H.S. STANDARDS, TABLE 4 - GROUNDWATER r- ` ' "' ' v DEPTH 21 FEET, CONVENTIONAL LEACHING POOLS RAMS PUMP Hous h�� 00 ="" 11 9 LEACHING POOLS: 2 POOL, 8 FT. DIAMETER, 8 FT. DEEP EACH, TYPICAL C3Y o=P C' FouND SIDEWALL AREA REQUIRED: GREATER THAN 400 SQ.FT. 4 WATER WELL �oLE MON b / ACTUAL 400 SQ.FT. (OK) T m s `� W LOT ❑ VERTICAL DATUM = NAVD 88 OR 24' ABOVE FLOOD LEVEL Q v ' 1 SANITARY WELL SEAL W 6J_ W / - _ _ / ` 1 g-®1 `�® Z� MIN. 12' ABOVE GRADE J PITLESS CASE 3' DIA. CONC. SLAB PROJECT NOTES: 1. NO POTABLE WELLS WITH 150 FEET OF PROPOSED SANITARY SYSTEM. PROPOSED SANITARY SYSTEM z e'ox 'D EP 1 , J AND PROPOSED POTABLE WELL MORE THAN 200 FEET FROM PROPERTY LINES. NO EXISTING OR PITLESS ADAPTER z TYPE I( COPPER OR / �'` M DR �LL I 11 c9 O PROPOSED SANITARY SYSTEMS WITHIN 150 FEET OF PROPOSED WELL. CHECK VALVE HIGH p�NgITY PLASnc LINE PROPOSE 1 w 5 MIN. 0U 75 LD. LINE TO Z �M/ m `I 2-STORY I 1 1 W °� L CON-AIRE CA82T TANK ff �i \ `I DVVELLING , L 2. BASEMAP PREPARED BY NATHAN TAFT CORWIN SURVEYING LAST REVISED SEPTEMBER 15 2014. \ ' OO VED ' ' CTRICAL CONDUIT FF ELEV._+52.0 I 1 I MPRO E19F NtH RAI\ ` �` \ GFA 7,60 sF 1 J O PRIVATE WELL L 1 U 3. THE CONTRACTOR SHALL HAVE A UTILITY MARKOUT PERFORMED PRIOR TO STARTING ANY WORK. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES, AND SHALL CEMENT GROUT EXERCISE CAUTION WHILE WORKING NEAR UTILITIES. EXCAVATION IN THE VICINITY OF EXISTING UTILITIES DROP PIPE MIN, 1' DIA. I CHECK VALVE SUBMERSIBLE PUMP iiTELL SHALL BE DUG BY HAND. THE CONTRACTOR WILL COORDINATE WITH UTILITY COMPANIES REGARDING WATER BEAR 10 GPM 3/4 HP RN�H DRAIN I 1 pRIVATE WELL CASING 12 BC OR EQUIVALENT / IpROVED SHORING, BRACING AND MODIFICATION OF THEIR UTILITIES AND APPURTENANCES AS REQUIRED TO TABLE 8' � 1'°� 1 ^ '3 ,\. IIS PROGRESS THE WORK. THE COST OF UTILITY IDENTIFICATION COORDINATION PERMITTING AND ♦�Y LAS I ry O'WELL P I PROTECTION WILL BE INCLUDED IN THE PRICE OF THE BID. - W 'WELL '1 - WATER BEARING U) �` a 4. COLLAR IS NOT REQUIRED WITH RATEABLE MATERIAL EXISTS FOR FULL DEPTH. FORMATION 1 RIVEWAY TRENCH 1 M O 1 1 EXISTIN \ /` I v 'bRAIN 1 GRAp�\�/ / 1 �` o, �� 1 1 0 5. THE MATERIAL USED FOR THE COLLARING SHALL BE COMPRISED OF SAND AND GRAVEL w O / o e OSEp.� _ N FILTER MATERIAL CONTAINING LESS THAN 15% FINE SAND, SILT, & CLAY (SILT & CLAY `I, GRADE �' i " 1 1 '1 Cr! 9 FRACTIONS ARE NOT TO EXCEED 5%). Z O Z r ZCz 0EE oI ROOSE SANITA,YSYSTEM '1 n ED 1 L ;�R-wEL , lsoo AL. T O MI WEL j/ATE i1' 6. CONTRACTOR TO ERECT 4 FEET SAFETY CONSTRUCTION FENCE AROUND THE EXCAVATED AREA Ld_ \ % ES LE .',`/ (z)6' x s'L g 1 1 pR VATE pR WHEN UNATTENDED DURING OFF WORK. -�.-� ( 1 CV �I''J / 1� LO ➢ LO r 7. CUT ALL PIPING, CONDUIT, AOR ABLE ASSOCIATED WITH UTILITIES SERVICES TO BE REMOVED OR .O O.M Op e'mxW6E / I l� ? �= ABANDONED TO A MIN. OF 24 BELOW FINISHED GRADE. CAP ALL CONDUIT AND PIPING. L O 6RYVVELI- I n? 8. DURING THE COURSE OF DEMOLITION AND EXCAVATION EROSION AND SEDIMENT CONTROL MEASURES -E-r 1,000 GAL. O OPOSED 1 �p f (n DERGROUND( p 1- TO GARAGE 1 1 O �c� 1° WILL BE REQUIRED. SEE EROSION AND SEDIMENT CONTROL PLAN FOR SPECIFICATION. V ((3 PROPANETANKI a FF LEV.=+53.0' 1 F OWN `r�+ L )T O w 9 , GF =864 SF 1 1 '� 2 rn f_ lJ� Q V PROPOSED POTABLt �FFNICE �a U �VGELL 1 1 M + ,+ S 3 S 8 ,• \ \ S� 11 _ JG���S ', h 7 �® FENCE TE "TELL U) Cn 17 5 L O pRIVA ROVED PROJECT NOTES: rR N 3 �V \ a \ \ �y��5 _-- D J ID1p f W \ \ y 53� ,, 11 ,�'�oe�e� 1�;1 eAp ..-' - - I �i o IMPR FD 1. PROPOSED SANITARY SYSTEM IS OVER 150 FROM ALL PROPERTY LINES. `� P< ` _-i ; N pRI A 1 E W LL 2. BASEMAP PREPARED BY NATHAN TAFT CORWIN SURVEYING, LAST REVISED SEPTEMBER 15, 2014. \ r�y d '� I , ® JPO/G ANIS 3. THE CONTRACTOR SHALL HAVE A UTILITY MARKOUT PERFORMED PRIOR TO STARTING ANY WORK. THE b�� GEORGE 11�EE DANIS CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES, AND SHALL EXERCISE LA CAUTION WHILE WORKING NEAR UTILITIES. EXCAVATION IN THE VICINITY OF EXISTING UTILITIES SHALL BE DUG ANGEL NGE BY HAND. THE CONTRACTOR WILL COORDINATE WITH UTILITY COMPANIES REGARDING SHORING, BRACING AND - 4 MODIFICATION OF THEIR UTILITIES AND APPURTENANCES AS REQUIRED TO PROGRESS THE WORK. THE COST WELL OF UTILITY IDENTIFICATION, COORDINATION, PERMITTING AND PROTECTION WILL BE INCLUDED IN THE PRICE OF ' \ ( 7 pRIVA THE BID. PARCEL 2 II ', N/°/ AMPAc' LAS . CIA T RP AS' 4. COLLAR IS NOT REQUIRED WITH RATEABLE MATERIAL EXISTS FOR FULL DEPTH. \ \ ` col , S ,NTI ;AjiOULAS 5. THE MATERIAL USED FOR THE COLLARING SHALL BE COMPRISED OF SAND AND GRAVEL \ I , IR ;NE FILTER MATERIAL CONTAINING LESS THAN 15% FINE SAND, SILT, & CLAY (SILT & CLAY \ \ \ 55- 1 I TOH� FRACTIONS ARE NOT TO EXCEED 5%). SI�\ \ ' I31EE- 4 SHED bw ,. \ 1 ` 'X3o' , 6. CONTRACTOR TO ERECT 4 FEET SAFETY CONSTRUCTION FENCE AROUND THE EXCAVATED AREA TURNAROUND EhEb PIPE I�gpR0VED WHEN UNATTENDED DURING OFF WORK. T101 'OS 7. CUT ALL PIPING, CONDUIT, OR ABLE ASSOCIATED WITH UTILITIES SERVICES TO BE REMOVED OR IRE TE NA 'ANDS ABANDONED TO A MIN. OF 24" BELOW FINISHED GRADE. CAP ALL CONDUIT AND PIPING. ST ;LOS L m pRI ATE i1 8. DURING THE COURSE OF DEMOLITION AND EXCAVATION, EROSION AND SEDIMENT CONTROL MEASURES WILL BE REQUIRED. SEE EROSION AND SEDIMENT CONTROL PLAN FOR SPECIFICATION. \ Southern Blvd. \ 1 1 1 I , PIPE IDfpROVED RESERVED FOR SCDHS APPROVAL STAMP \ W '1 I I' N/O/F SSIADIS \ \ 0 1 1 11 NICOLAS C CHR�'SSIADIS r�ATHPRI ATE WELL PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) CIO I�19PROV ,D o PRINCIPAL n N 0/ ' N (31 STUCTURE ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME n 1 1 I � / VARA c0 FF EL. 52.0 & COVER (INSECT PROOF) FINISHED GRADE%& COVER (INSECT PROOF FINISHED GRADE & COVER (INSECT PROOF) JOHN MCN No EL. �E 0' EL. 53 00' 1 I MC mcx.) min.) LN � 1 ' � PATRIC ATE y'ELL � (max.) (min.) � 8" min. TRA-FIc eEARlydc COVER 1,_0" 1 1 1 ❑ I i �i PRI » E 0 INV. EL. 49.0' 4y0 PVC PIPE @ 1/4"/ft. INV. EL. 48.4' Q 5 g0' �� �n N 4" PVC PIPE 1/8"/ft.(m n (IO 49 1 ` ❑ I I 15 0,� ® min. PITCH 1/4"/1' o _ INV. EL. 47.3' NV. EL. 47.8' I 47 15' TO 60' Ln 0 8'-0" 4., DIR7- Ln Lco OAD __ 00 /`I 1 \ 4" - 4" ACKFILL WITH CLEAN Q �3 ` 1 �,_, - SAND & GRAVEL L ' -.I- LO LCA /F �CIt `1 CJl N N ACV 00 cli E r CSU 1 roZP .. ,` 1 i /- ''"'' 0' ? .P o _ N o ad "- CTt 8 0" DIA. 3'-0" - 0 0 0 �P ARi I c ' 1 - 5' E?� ' �o (min.) v. g 4 N a \ / $)`y� C Nr O�J-�'\ '1 1 / -_ -" 4c� , \SJ W o I tl �� fS °F co f,FAcry _ ; "" �9 N 500 GALLON 8,_0,.CKD a� / Q e'�LY ONS 'FRyjCE '� 1 - Q) fn ' o - 04 Aa��,Cvo� ys, \ �,rc£o��YI>,FaRq s _ - = - --- s SEPTIC TANK SEPTIC TANK K F¢ NO � `1 1 � i --_-' 43 �i `�BOTTOM EL 39 8' o X _ INC' O A 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1 ,500 GALLONS. ihiC�,��AiOR� "' '_ W 1`1111 "'-' ,+ F SSOCIAT " IN ��� 25) 1 TANK; 8' DIAMETER, 5' LIQUID DEPTH YF�R.� 1 ✓ �, _ , �® N�OOWNERS (N.Y 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. LEAC I� I G POOLS a� P,70!€f Q (,+,niy W ,,- °�jg OM 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4'. 44�-��c 0�, 0) N �� 5 ON TVOODS HPEN SPACE ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. EXPECTED HIGH GROUND WATER _ 0 tA,�A ©� co�1c �o A MARL 0 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. ELEV. 8.0' � 2-7 \ R �,�� EAST 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF ±1/4') \ �•. F I ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. \ BDjVISIONM �i O p K COUNTY I AID6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. EXCA V 11�c,�� \ S� ��Ho c`ER`�N Svgs 59 LEACHING POOLS �2) FNE arro� A o W Fop F Ps _ EAMTai c� E_ Q IF, Q jNE oFF�E �9g9 1 . MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. Q�� �� f�i�s' j1x�JiT �Gh; \ F��EO �N oN � 2 POOLS; 8' DEEP, 8' dia. (600 SQ.FT. PROVIDED) cqj DREW B.BENNETT 0z �$Fh.T \ Site Plan 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OB EQUAL) LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 1 " - ' 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). Scale : 0 4 A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED FO 0757CD 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 90FESS _ U) D 33 AQUAVIEW AVENUE 30 JUL 2 5 2016 UnM1r%'G Dom' G E .: S•RATHMORS .............: rr. ROAD SUBJECT::::. PREMISES:: GRACElRAYM SOUTHERN BOULEVARD LO V Ln w Do of OG j J N /�`/) y< ASPHALT DRNEWAV KEY MAP OF WAY 2 SCALE 1 "=600' �oe��.�o2N• �oP oA� 1 a$.sa' � go AD ® e� ra ��a� 11LOtS� m 1\�AY� Rte 25) rvzo�4� 79.50'20„ W N o2u �a V"'-- uo4� o , S 45'0( 20„ W 0 3 44, � a „ �r ���, o� o ��• 14g6 U.IlfSURVEY OF PARCEL 2 PARCEL > 64° LOT SETOFF MAP FOR ti 1 `J / �� O�� 0 40, LLOYD KANEV Re eq °otic 04' E a�2 rn FILE No. 11523 FILED MAY 09, 2007 l R ,tio o SITUATE o ]EAST MARION � 0 o� LOT �, TOWN OF SOUTHOLD �h , ASpk9�TOR 1 '� SUFFOLK COUNTY, NEW YORK CIO S.C. TAX No. 1000-21 -01 -30 .3 r o S , ' PUMP\-\a 0e � Q0 SCALE 1 "=50' 82 .91 E 1 FSE '`° 01\ NGE `� DECEMBER 21 , 2012 UNK 24.91 ' UTILITY POLE CON FOUNOC. MON. 0 SEPTEMBER 15, 2014 ADD TOPO JANUARY 6, 2015 STAKE PROPOSED HOUSE JANUARY 20, 2016 LOCATED TREES Z / I FEBRUARY 22 2016 STAKE DRIVEWAY 20l, LOT JULY 15, 2016 FOUNDATION LOCATION do. i S -794, 01 �o \\ o AREA = 880,203 sq. ft. 20.207 ac. I LOT AREA EXCLUDING AREA \ J SEAWARD OF THE COASTAL EROSION HAZARD AREA LINE 01 O & TOP OF BLUFF = 850,183 o�c I sq. ft, OR 19.518 ac.) LOT LOT D m I CERTIFIED T0: / I ?9°•\ `\�•� j LOT KUPARI, LLC ROCKS , STEWART TITLE INSURANCE COMPANY I NOTES: / UD 1. LOT NUMBERS SHOWN THUS: LOT [E REFER TO OcKS ?�* KS 571 (� MAP OF STRATMORS ESTATES FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 00 ON FEBRUARY 20, 1963 AS FILE No. 3723 3 iF°0N� 570________- ®A� 2. THIS PROPERTY IS IN THE R-40 ZONING USE DISTRICT. 3�.s "Na�n 's� s 3. EXISTING CONTOUR LINES ARE SHOWN THUS: � Q� F Sat,N A lv1 ,�. STF /` ARE REFERENCED TO NGVD 1929 DATUM Q5,� � � J111-- L 1 A - M � OM � os JSB n565 j 564 ° �v0 O x 7.9 r o,3 568 �J I yV m _- n� 9' �1•� ?%*rNw 572 56 ryr5�ab�567 -141�� _-'� 57 ti J 56 QO o� _264.7- 574 575 ROCKS I -T-1 OROCKS LOT e9 581 577 2 587 586 582 576 561 -� L-�---- 585 580 579 83 O - 588 584 sss 1 578 _ — LOT 5,93 O rn 590 1 LOT U °'• 592 591 0600 i i 1 360, 1 1 599 1 1 $NDA ON 5.0 1\ 11 $g�0 594 \\ \\ a T.FWIND.EL.s• 1 1 i 595 G}-598 \\ \`\ 560 11 11 m GE LOT 10 596 ! \\� \\ 11 11 226.2 FENCE 597 \\ \ 1 1 8.3'S. \ \\ 558 559 \\ \ 11 ! 0!! E 3 S �70 30 4 o 55711 1 m e RE-BAR m ILP Cl Z 556 3k \\ 551 t] a� \\\�'S4\�`\\ m GEORGE MEGD NIS 0 ANGE \ m 553 `\ \ \\ \\ 0549 ARAGE o 'E. 548 A 547, 46 A PARCEL 2 546\ SIIF \ \\ \\ 5f-Ka� \\�) ONIDASO TSAMPAS• 548\ \ LE TSAMPAS' ASPACIA PIERRA 5 \\ \\ 539 0 KO IRENEI SAKOULA 5az�11\ �e & JOHN TSAMPAS 5 �� om 1 � 537 �"i \ \ 538 \\ \\" 535 CONC. BLOCK \ � ED 535 PIPE 2.6'E. sviFu NIOIF w 534 \ \\ os IRENE NANANOS w \ \ & STELLOS ��3 \\ 532 � 'lJ�2� \ \ c \ \ m 1 \ LO 11 11 11 11 PIPE (rl 5301\\ 1\\ 28 zs NICOLAS C CIOIF g 527YSS ADIS \ \ KATHERINE 0 \ \ zs \ \ o \ \ 524 \ 1 i 1 l I I ( J 523 1 1 l \ Z \ \\ 521 522 \ F O i—KV; � �`.� 520 U► JOHN M M N MAARA p O W \\\\\ 519 ) PATRICIA Ln C~ 0 A to N b H a 518 1 1 5171 1 TTI a 516 1 1 512 w1 0 $Oe 49!30�! E 1 ! m 511 15 0.10 1 \ \510 D!l�r ROAD 515 \ \ \ 503 514 \\ \\508 09 0 ----------- 507 �\ _ �' 504 -------------- N 506' J' O 502 m C0 o (J7 501 v C) (J1 a m 10 ri ! m Bro '40 450�5 J C" N RE�BAR 0 A�� Rte 25) W O F S ASSOCIATION IN • t cD WO S xoME WNER EAST MARION OD SPACE MON. OPE N aDNc. � MAP 0g „ VIS1014 il VJOODOIK cauNn 5 5°3a S E 1 D �R NO r-,� F f 6159 KE F11EDA �UNE F1g89 AS ON PREPARED IN ACCORDANCE-WIN H MINO IMUM BYATHERDL I.AFL..S,,, `TI 9APPROV DIAObT ADDPITED FOR SUCH US' B HE-NEW Y RK-,$TATJ, LAND TITLE ASSOCI ION. 'N r ' r \..1 N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE III EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 32-283G I le AQUAWEW AVENUE �O y 0 0 a 0 �Q 6 S,�RATHMORS .... ROAD SUB,JECT PREMISES:'::::. RACE/NOIFRAYMOND SOUTHERN BOULEVARD G Ln r 2 D CCfo�I� w D N a � pSPHPLT DRNEwPY O Oi az ad ,o LS MAY 3 1 2018 KEY MAP S SCALE 1 "=600' �9P p VLp�'l RIGHT OF WAY 188.65, o FT.1?.:..DRiG DRI-i. A� O "::'H N oto t� m TOZVN OF S0>iJTHOLD — M�,Y1S R z5) V) di o � ik '79'50,ZO" 0 3 y o S *00 20, O �'� j 14.g6 ^ SUFfOLK COUNTY DEPARTMENT OF HEALTH SERVICES rt 1 APPROVAL OF CONSTRUCTED WORKS FOR SURVEY 0 F PARCEL 2 as S N MiQY ,2 i [!. ANGLE FAMILY RESIDENCE' uHo, s ° PAR CEL 7 LO Date 1 H.S.Ref.Na. R(-o 6 5 oo 05 SETOFF MAP F O R CO a�S f 4. LOT ❑ •� 3156.1 �� _ The semne C and w2ter sapply fadF-jft at th?s lavation have been °' 40, 21 In1pCCl8d&I'dbr 0mr.ed by th!s Departrient or other agencies and found to H . LLOYD ISA N E V Z RF�eq ao'' 04' F a� be enveactmy FORA!, Ih4'JM„QF, BEDROOMS � ., ILE No. 11523 FILED SIT UA TE Y 09, 2007 m It,8 O O Craig Knepper, P.E. Chief EAST MARION Q d �'A I Office Of Wastewater Mann ement LOT a �\ TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK O 4 ASA 1 03 �' S.C. TAX No. 1000-21 —01 —30. 3 S 82°31 '48" 11. fEPJ� (p��0�g K »"g". 00 SCALE 1 "=50' DECEMBER 21 , 2012 124.9 ' E C�N�N� . .. .. ..... . ..._..._._,.. ,... FOUND MON. SEPTEMBER 15, 2014 ADD TOPO UTILITY POLEGDNC. O JANUARY 6, 2015 STAKE PROPOSED HOUSE Z ii .47' I JANUARY 20 2016 LOCATED TREES I g6 FEBRUARY 22, 2016 STAKE DRIVEWAY °20" W LOT ❑ k r JULY 15, 2016 FOUNDATION LOCATION 01 �� 5 7g°01 APRIL 20, 2018 FINAL SURVEY o m ! � Ln AREA = 880,203 sq. ft. 20.207 ac. (LOT AREA EXCLUDING AREA SEAWARD OF THE COASTAL �I I. N EROSION HAZARD AREA LINE o & TOP OF BLUFF = 850,183 sq. ft. OR 19.518 ac.) 'I LOT 5 LOT ❑ I CERTIFIED TO: -'9B , I LIC ' tiRgvc p� LOT ❑ L STEWART TITLE INSURANCE COMPANY NOTES: ` Q0 1. LOT NUMBERS SHOWN THUS: LOT 1❑ REFER TO ` MAP OF STRATMORS ESTATES W03 FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEBRUARY 20, 1963 AS FILE No. 3723 AV ' sr o�OOP ______=z 9' ®AD 2. THIS PROPERTY IS IN THE R-40 ZONING USE DISTRICT. J/. > oRy ��o�R 3. EXISTING CONTOUR LINES ARE SHOWN THUS: qyF y00 as>. _— �� ATM ARE REFERENCED TO NGVD 1929 DATUM 1 1� e / o��oa Olt �H A U W WELL &• SEPTIC SYSTEM TIE DISTANCES �v oecK. W HOUSE CORNER"A" HOUSE CORNER B BCLEANOUT O CLEANOUT 29' COVER 38' CONC. Q) _ NGS • ,—T—i � 9 I I I LOT � ❑ SEPTIC TANK / WALLS2�"' i OUTLET COVER 72 65 CESSPOOL 83' 67.5' PROPOSED DRNEWAY COVER `\\ \ _ CESSPOOL 77' 54' LOT ❑ COVER 2 v � ♦ I I —�' 1, ��� LOT 0 1 ; 36.6•E r 1 1 WELL 282' 252' N 1 1 s \\\ \``\ 11 11 mx FE.a��• 10 LOT N 7� \\\ \\ 1 1 cP FEN w \ \ 11 1\ 0 226'2 8.3'5 ' 071 E 3105 1 00'f"' o \ N 7 m 0 1� \\ \\ ► 0 C11 LTI IS GANGELA MEGD NIS 0 ti WELL \\ \\ IypGE \ \ A PARCEL 2 \ \\ \ \ ZA \ \/ F LEONID 50 TSAIdPSS, \ \ ASPACIA TSAMPA RAAS, \ \ KONSTANTIAS�ORUL S 1 \ m IRENE PAS 1 1 & JOHN TSAM 1 1 l \ m \\ \\\ COED• BLOCK \ \ PIPE \\\ \\ 2.6'E. \\\ \\\ E OIF OS \\ \\ IRENE NAN NOS w \\ \\ & STELLOS NA \ \ fn \ \ Z \ \ m 1 1 c0 1 1 � 1 1 W 1 1 PIPE LO 101 �O N/o F DIS 11 1\ CHRYS SIS O \ a \ NICOLAS YSSIADIS \A\\ KATHERINE CHR \y< \ l 1 0 \\ \ \ Z 1 1 I I Z I I I 1 \\ \\ 0 W \\ \\ W \\ \ N/0/F MARA J JOHN MMc AMARA P 0 o `\ \ 0) PATRICIA N U! � O \\\ \\ L4 CO \ \ N b °' o y r*1 1 1 ° ole E m 1 3 z 1 \\ 1\\ N 800 �0' 5 ..� O \\ -- -------------------------- LnI� � C 0 ul LID i o 0 867 A0 rri OD 450�5 J O, N RE"8PR RO A� w �AI •S. Rte• 25) LID / Y W INC F AS 11r0ODS fISOCIATION `N 6?, �OEoWNERS EAST MARION SPACE C MON. O„ v.) OPEN GD" • P 0g „ 3a 4 IIV15I0NT M A OOD'5 °O�N� S �AST SvSVICE�RHO1vEF�0 515g F1lED �N S aN Of 7, \gB9 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS'FOR TITLE SURVEYS AS ESTABLISHED BY THE'L.I.A.L.S. AND,_�AAPPROVEd"ANDkN\DOPTED FOR SUCH USE BY,,/dPH�JF I Y�SRk+STAT -.LAND TITLE ASSOCIATI NN'' �''���rrr `I V' c� Z®5 r-T C0 A F N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE III EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegn° L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE 631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 32-283I jI \\ t All dimensions to be checked on site.Do not scale. j 46 / vi \ � vv 48 50 Long I52 sland 1 j �.. \ _ \ 1 \ \ 54kv 62 \ I \\ \ /..... \ 56 1 \ 1 \ \ 58 60 1. \ \ 60 Rosenbur Road / 62 g \ i \ \ / \ 64 \ 6 64: j \\ 62 60 / t _ ............................. Pr .... o e line ' p rh' o eh o `. Vegetated buffer ''.. / 0 Toe of slope �- 1; v� P \ .. ....... i 1 Set-back 1! o boundary i _ I I I _ --- - i 1111 10 I _-- \` r i T —___-- -�` o of bluff Coastal erosion 1 N, hazard line 1 I I N 1 I I I N.; Contour lines j (2'Interval) �: � I I I I I 20 �. � I N�. --I ............:. i ... .... . ..... ............ I j 00 N. 34 3C3 \ o I 32 34 36 \ / - I _ (Refer to M-601) Condenser units 38 RI 40 / 42 SEL +54'-6"..... revisions .. ........_. 44 ' ® 08.28.17 Revisions to Permit set Existingboulders - / .... ... ) 11 h 46 i Set-back boundary - _ - .�, \ Retaining walls �� — 30' -� >�4 I / - Ve etated buffer �' \ 1ll i seal&signature -- - - - ----- — Property..line - - 1 164 611 48 1 ' EL. + • , _ Main> House � � ��t fes; key plan 1 112 1 � 3 5 =... 3 .. r EL +53' 0" � �- Exterior walkway --- '- ,1 EL.+53'-0" EL.+54' \ \� 1 Existing Partially 1 �� Concrete walk exposed boulders — --- - �, i `� �� ` i =�� 1; client I uravicevic Dana Ben Ari&Nikola D - v 11• Avenue B82 Washington ..........._ rooklyn ..., � - - NY 11205 y �� _..... 1 architects \ Retaining walls Shenton Architects LLP it ^s�L\ ` % P� ❑ 195 Plymouth Street Brooklyn NY 11201 ..- �� - ............................ _ 1� IL i c r r ` .: S2O Livingston n r �s \�. to Ste 2nd Brooklyngs et 2 FI 1 ............. i ..... ..... _-i NY 11217 1 .... _...... ............ ........................... : -�, engineer 4_2112 _ structural Associates 1 _ 0th Floor : I - Y Garage Forecourt ------ 1 New York Electrical transformer NY 1000 r b others 1 _ 2LS Consulting E m e p engineer 1 - Generator unit onsu ting ngineers Pr p sed drivew y s - ( ) 150 West 30th Street ...................... y i Refer to M-601.00 .. .. ` . \U � - ar ® New York �S i .: 1 G age -NY 10001 1\ _ - n ...... . ................... ...... . . ._. E flll 1 ` Existing rock pile civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 �. surveyor Nathan Corwin Land Surveyor 1 1586 Main Rd. Jamesport NY 11947 project title East Marion House 50 1 \ Rocky Point Road, East Marion, NY 1....._ \` .... �� NI drawing le wig it n t \ \\ ........................ ......................... r'� - Enlarged Site Plan . 52 .....\ \ 11 status project no. `............................. �... � — Permit 1410 \.............. ................................................................................. .............:. \ \\ scale................ _.-o - drawn y ........ ...... ..... .......... (� (� 1�� 20' .1 bS ....... ......... . . 151�a date page D 03.15.2016 1 ~ter \ drawing no. 11 AUG 3 1 2017 A-002 . 01 54 \ \ TING DEM \ — Unpaved p thw y a TOtiYIot OF S®U'I'HOLID 'I I All dimensions to be checked on site.Do not scale. E i 1 CC-2 Reinforced concrete walkway ( ) CC-3 Board formed reinforced concrete 1 parapet wall 11 I I' -1- CC-3 Board formed reinforced concrete .i retaining waV c%> - " T.O.wall 4 ,-.above -,-r- -- gr Ground Floor -- --- -- ' 9 de b y + -- - 7 EL. 0-0 e I . RETAINING WALL SCHEDULE = e — ------ ------ CONCRETE WALL AND BASE DIMENSIONS STEM REINFORCING BASE REINFORCING _ (0' HEIGHT OF STEM BASE DEPTH WIDTH OF E i 11O11 IfLw11 11P11RETAINED THICKNESS TOE (B) HEEL (C) 111-b" "E" o' _ SOIL (A stem) (A base) BASE (W) I 0' to T-0" 0'-10" 1'-0" 0'-10" 1'-0" 2'-8" #4@16" o/c #5@12" o/c #5@12" o/c #5@12"o/c #5@12" o/c 1 i 1 I I I 1 N I E - o - 01-1011 - - - 41-1011 @ 2 o/c # @ 2 o/c #5@12" o/c # @ 2 o/c #5@12" o/c 1 � N 3' 0" t 6' 0" 1' 0" 1' 0" 3' 0" #4 1 5 15 1 _ . Basement 6'-0"to 9'-0" 1'-0" 1'-6" 1'-6" 4'-6" T-0" #6 12" o/c #5 12" o/c #6 12" o/c #5 12" o/c #5 12" o/c EL. -11'-0" @ @ @ @ @ • 1 11 1 „ 11 , It t R 1 11 1 11 11 11 II 11 /1 9-0 to 12-0 11-0 1 -6 2-0 7-0 10-0 #8@12 o/c #5@12 o/c #6@12 o/c #5@12 o/c #5@12 o/c revisions 53 - ---- CC-2 Reinforced concrete walkway (Engawa) rd 3 Basement Retaining Walls: East Elevation enfored concreted parapet wall seal&signature 52 1 005 51 50 'I 48 Wall mounted Footspray key plan 47 - — Exterior wood decking 46 -. 002_5 CC-3 Board formed reinforced concrete f retaining wall EL. -11'-0" -- ® -0� 1 1 EL. +46'-4"(43 - - Li client Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue WI -2 Reinforced concrete — CC o a I mounted hose bib Brooklyn walkway (Engawa) -- NY 11205 CC-3 Board formed reinforced concrete 45 architects parapet wall Shenton 1195 Plymouth LP Street - CC-3 Board formed Brooklyn 1' NY 11201 reinforced concrete I EL. +3-0 retaining wall � __---__ ( 57-0) so-IL 320 Livingston Street,2nd FI. i44 Brooklyn EL .+0'-0" T.O.wall 4"above — -1 A + — NY 11217 (-- grade beyond (54'-0') - li I structural engineer Silman Associates Ground Floor _ ��� 32 Old Slip, 10th Floor +0'-011 --__-_ EL. -- - Q- New York NY 1000 j mil ' mep engineer 2LS Consulting Engineers 150 West 30th Street N I New York 10001 civil engineer l ; ; 20 Inkberry 1 l DB Bennett 53 52 51 50 49 48 47 46 East Hamptonreet -- _ NY 11937 CV co - _ -- ! -- -- - - -- - I i i ------ - Basement surveyor -- Nathan Corwin Land Surveyor 11 1586 Main Rd. o; EL. -11 -0 Jamesport NY 11947 � EL: +451-4" project title East Marion House Rocky Point Road, East Marion, NY 45 44 drawing title Basement Retaining Walls Enlarged Plan & Elevations 2 Basement Retaining Walls: West Elevation 1 Basement Retaining Walls: Enlarged Plan r Status Permit Project no. 141 O scale 1/4" = 1'-0" drawn by SA date 08.28.2017 page drawing no. A-003 . 00 . __ _ _ _ _ i All dimensions to be checkedonsite.Do no scale. t l ........_I.. _ _ \\ , ... .. ___ _ _ 4�\� �� v 1t Z' 'P�. s � \ �, 1J !- � _ V \\ (� �-- " G\ G :. r_�s wN �. �__� - r` N� I t L I nI'll �Nti ..,..,.: V7 ., /N\" \�Tl ........., '`' ,Y\\ \ ?&I \ CIE',. . ... . I ... J ,---& ' ..... r ...... .......... w� . ;. tin.. � ez_ " 3" s rw AGN / . \ ✓' . . 1 .. w 11 -01 .. �� I v\ .... ~? \- �— �y .. � � I . N� , � � b ,tis rr \ \ , ;_ 1Z C L \ ... U. ._.................. —1�I - V 'Ali v M —, S y �.? ,-,3v � nr, v� (`� : 7 V 't' ::: �� ��� T.O.wall 4"above ` --......... �' � � � s„ �i\ �1" z grade beyond �- tiff �j) —1 ---- _ CC-3 Board formed----------- �' reinforced concrete retaining -- -.-- walls ------- -- -- 1 --- - - -- - - -- - - - - -- __. _ _ _ - _- __- - - _ _ _- 1 I -- _ ______ _ _ _ __ _ _ i-- _ _--- -- - _ ___________________ _ _ - -- - - I I - - - -- ---- ---- ------------------ - ---- - - ----'1 _—E'- i j : i —_---_ ..... _ m—----�C'r—���� i _ _ • i e —__-- i i ti _ __ ..---- — — — — i i IT-- __ -------- — _ _ — ' i - _ -- - _ — — i : { — - - i i i I { i : i i — I i M I T I j ....... —T �� i . _ N _,• .._ . . . ..... .....9.., ... .. .. ... .. .. ... .... ... .... ...`,. . . ... L. _ • O ,_., _r.. .. revisions 2 NE Quadrant Retaining Walls: Elevation ... __ _ _ _ - __ .... ._ -_ -_ _ _ _ _ _.. _... seal& ature 11 I 60 - 9 a4 �� 5 - 59 ' - sig n �fs 1 s J" 61 - .._ ....... ... .. ......... .. ...I........__ .. ... J _ ! j _- .i �'� �� �. �� Z, I��% 6 s r r-' - - - . 005; r _-: - J 1 �' _ ,_�.,_. �' J .: �... .. I. ._....._. .L. . ...-... _ .... _ ......... � --t- _............. <11;_ _ L,,_,, CC-2..Reinforced � �I 71 _._..... ...... - = concrete steps 1 0� EL +57. 2.. ...._-- ` �:.. .. - I ........... �{ 1W zo 56 ;� _ yP hn 60 ....... \. t "1�`riset\ @' M UP ': \ \ 1 1 I Ni _ ..... \ M 1 005;, 55 � .. _ .... _.. SAW reinforced Board `� �� 1 ... � EL. +60-0 retammg walls 1 w \' _ -_J_ .......... .......... 54.. — — ... ... — - 11 i �\�- EL. H -6 % 59 o , M EL_. +53'-0" \ client Dana Ben Ari&Nikola Duravicevic \ 282 Washington Avenue .. : Brooklyn ......L'L.. \ I . NY 11205 '' ......._ .. ......... __.... _.. .........._... EL. SKY' `� architects... 4� \ Shenton Architects LLP .. \ 195 Plymouth Street 58 Brooklyn �-- NY 11201 . . .. I \ L .... . \ / I ...... ,, ....L' I . 9 \�\ ) / \ B?ooklLivingston Street,2nd FI. 11 `sr�� NY 11217 \�. I\ structural engineer 57 �`��� \ \\ Silman Associates . %'/ \ 0th Floor 32 Old Slip 1 , ___ /; New York \� j NY 10005 S \ \ \� . / \ _......_.... I/ mep engineer \ � \ % \ 2LS Consulting Engineers 150 West 30th Street . \ New York NY 10001 56 ... civil engineer ... . . DB Bennett : 20 Inkberry Street East Hampton 711 NY 11937 \6' \ ', . ,.. . L. \c'-- surveyor . . / Nathan Corwin Land Surveyor _. .- 1586 Main Rd. 55 + �- �� Jamesport -EL. 54 6 NY 11947 . . .... title .. .. . projecti e . .. East Marion House Rocky Point Road, East Marion, NY ........ .. .......... _ ..._... ...._-._.. ........ -.-.... .-.-''. ... _. ' -._ .. ..... ..... . .. \ �' ........ .......... ......... .. . ...... _. .... ......... .....-......... . .. -... _. ...... . ............ ...... . .......... . .... _......... . ......... ... . .. .... .--. . .__ ....... --" .-... ... drawing title NE Quadrant Retaining Walls ..... Enlarged Plan & Elevation 1 NE Quadrant Retaining Walls: Enlarged Plan status Permit Project no. 141 O scale -1; " — 1'-0" drawn by SA ........-.................... ...........-.__.............__..... .1.......... ........_..........I ...... . _.. date 08.28.2017 Page drawing no. :L———9.� I . -7 A-004 . 00 -_ - - - - All dim c dimensions to be checked on site.Do not scale. ' le.e ............................... ......... _ ........._ ........ ....... . ...... ... ...... ............................................. ........ .... ....................................... .......... ............................. .. ........... ........................................................................................................................ Slope top of back to grade 1B"/ft. Min.3" concrete ° over rebar G a D - .....I ....._.. _ _ DDD >.° DD :°,'.' "- DD f ° DDD °> DDD •G®> DD :GG>> DDD °G®> DDD Gd DDD °G.-i>-->°° °DDDD D G4®i® ot Slope top of back •> �o�0C�oG�O0 oj oo0 OO C�o60C�-.0co'�O l � 01 x00 to grade 1B"/ftOo��ooO0�0OC°o°0CC-2 Reinforced ° /concrete steps O) p ° �/--� �7 )r000 O JjOOG) T #4 Reinforcing bars i 000 @ 12° O.C. oC:��O �,000�CO 0�0� 0OO. Slope top of back 0O to steps 1B"/ft. CJ�o0oOo o°�ooo omooC ° �OO ° OO 00Min:3" concrete 0006 DO overrebar n JaAC�D600C CC-3 Board formed no oOO7O o OOpOoO�O OC reinforced concrete® OI0t parapet wall � - ;i.. . III _ _ I_-•>®DD °o1>>G_�> 4°DD @>°G�> �.D®>��s;_ D 0_ D•____._.al-_>_:___>— _- ;III ,.lI 0O_'-i.rJ�.ti G�.0O,-X0To0J, O60,800 O .do �,t '''R"-_:rD :•I --j- 0,0-�. 0��--;_ 0 ' ° C _ -- _ DD G DDDDDDrDDD '••:DD>>--o® >a00o A ,�oOJoyGO^=J°�C°OOi;- �,. O;`O��Go oOJ��•;o 11,rnr -"•� _oOO,0(CJ,�`OOo..Jo II"�O,,_v0•1 _ OV J, Y ,. r -o. c•- °G - ,�--- l— ,1;V_DDD'_ ..7 0 ;_- — -- . -- l- oop. of neDDtop d_ . P o- _'_ _._ n C I- dbra" in k0(, Qo grade 8"/ft. o0CC-3 Board formed )�reinforced concrete #8,Reinforcing bars. Min 3" concrete Wall cD #6 Remforctng bars,n �m I aO.C. O.C.@ 12 @12 CC-3 Board formed reinforced concrete rol parapet wall elnorcin lar #5 Reinforcing bars #5 Reinforcing bars #5 Reinforcing bars, 0C. @12" O.C.@12" O #5 Reinforcingbar. s #4 Dowels @12iO.C.- @12"@12" O.C.12 O stoneCrushed Crushed stone o Crushed stone° o einforcing ars Found - Foundation dram O.C. #6 Reinforcing bars ----- @12 O.C. #5 Reinforcing bars 12" O.C.Reinforcing bars f 0 101 01i Q O O O O ° O O0 ° 0O ° Concrete footing, refer Concrete footing, refer ° ° ° ° ° ' Concrete footing, refer to charton A-003 /° °to chaon A-003 tochart on A-003 #5 Reinforcing balrs @12" O.C. #5 Reinforcing bars #8 Reinforcing bars@12" O.C.#5 Reinforcing bars @12" O.C.Reinforcing bars #5 Reinforcing bars@12" O.C. @12" O.C. @12" O.C. Min.3" concrete :- Min.3" concrete Min.3" concrete- . — ................................. ............ ............ ............... .. ......... .... ..... -........ ...... ......................................... ........ .......... ........ .............overrebaroverrebar - overrebar .................. .. ........ . ........ ......_ ........ ........................................... ... 10 3-6" 10" 10" " 10" _. - revisions 9'-2" 41-10" , 11 6 North East Quadrant Retaining Wall Detail 5 North East Quadrant Retaining Wall Detail 4 North East Quadrant Retaining Wall Detail seal&signature . ........ Slope top of back to grade 1/8"/ft. o 0 key plan Min.3" concrete overrebar . ... CC-3 Board formed CC-2 Reinforced reinforced concrete concrete steps w.1" parapet wall radiused nosin s client vlcjo ' 0`- A v e l u D u ravic e �C' Brooklyn o NY 11205 °0oLo�ID o°coOutline of wall beyond architects Shenton Architects LLP ----- ---- - -------------------- --- ot195 Plymouth Street 0 Brooklyn NY 11201 O C9 L00C 00O00SO IL #4 Continous reinforcing nosing bar 320 Livingston Street,2nd FI. D Brooklyn c C,, NY 11217 #4 Reinforcingbars 12 O.C. ......... .. ... structural engineer @ ''#5 Reinforcing bars ... . SiIman Associates 32 Old Slip, 10th Floor 0 O.C.Reinforcingbars @12New York Slope top of back NY 10005 to grade 1B"/ft. , CC-3 Board formed #4 Reinforcing bars reinforced concrete mep engineer parapet wall Min.3" concrete 2LS Consulting Engineers over rebar West 30th Street OONew York � � CConcrete footing, refer Pressure treated 2x sleepers NY 10001CC 3 Board formed to chart on A-003 reinforced concrete ® parapet wall lengineer Concrete slab ongrade, 00 refer to S-201.01 DB,Bennett O.C. #5 Reinforcing bars20lnkber Street #4 Reinforcing bars East HamptonConcrete footin ,referO(J J O O1_�O:C. -003to chart onA NY 11937cO 0,--)c OOoO oO o0o surveyor _ OCJr o Nathan Corwin Land Surveyor Dowels 12 O.C. Crushed stone OV D O 00 1586 Main Rd.GCrushed stone_ O 00 o GJ o Jamesport 60 NY 11947Foundation drain Foundation dram. '�J OOrotect title # r �5 Remfocmg _bars #5 Remforcm -bars C ....... ... 12 6 Re#5 Reinforcing bars O.C. Rei bars 12 O.0@12East Marion House RockyPoint Road, East Marion, Y Reinforcing bars 12 Q.0inorce 1fb .fbarcD drawing title .. D D D D D COncrete footing, refer Concrete footing,°refer` =On _ r - r - r D n _ D r T- I1 - - - 3tAtA - Retaining Wall D etails ... _ Min.3" concrete __.._ Mm.3, concrete 5'-2" overrebar overrebar status Permit project e ct no 1410 4'-6r 2r-011-0'r 7-0" fT ... . ...... ... U-11T-0" 10'-01. scale 3/4° _ 1'-0„ drawn by SA T 3 North East Quadrant Retaining Wall Detail. 2 Basement Retaining Wall Detail 1 Basement Retaining Wall Detail date 08.28.2017 page drawing no. A-005 . 00 O . --- i All dimensions to be checked on site.Do not scale. -:- -1- ------------------------------------------------------------ --------------------------------------------------- ° -� I . I --------------------------------------------- - 2- --- --1------- --�-- ----- ------, I I '� � ------------------ 1 601 301 203 1 1 ; 1111.._. I I 1 1 , 1 1 1 in . I 1 1 1 1 I I I I I __ I I - I ___ .. - I I I - - I I I - I 1 ; I I Habitable Room Room Number Room Area Required Actual Light Required Actual -- 1 ________________ ------- (Sq. Ft.) Light 8%Rm. (Sq. Ft.) Ventilation Ventilation ' !----------------------------------------------- ---1 I ------------------- Area (Sq.Ft.) 4%Rm. Area (Sq. Ft.) . II I 1-------------------------------- -- ---------- ------------ 1 I I I - __._..._.___ I I 1 I _____ ___ _________________________________ ________ _______ __________ i Game Room 008 381 30.5 149.0 15.2 32.0 I 1 I_____ ____ _ _ _ _________ _ _ __ __ _ I W'' i i �:1 : I == __ __________________ ____ -_ __-----_ -__ - __ -__] ] F ''J Sun Room 102 318. 25.4 444.0 12.7 135.0 i I 1 ---------- I '--1----L-' I.. 11 1 1==-==--------------------------------------------------------------� I I I - -------------------------------------------- I i Kitchen 103 250 20.0 178.0 10.0 44.0 . I 1 1 I . 1 1 1 1___________________________________________________________________� I I 2 I 1 I 1 1 Living Room 105 455 36.4 444.0 18.2 132.0 204 1 I I-------------------------------------------------------------------- I I .....- 1 I I ; � I I 1___________________________________________________________________ 1 I I Master Bedroom 106 388 31.0 258.0 15.5 88.0 I . I I I 1 I 1 1 ________________________________________________________J I I I ___________-______________________________- � I - 1 1 I I I I- Bedroom 1 108 167 13.4 81.0 6.7 41.0 I crawispace I I 1 I I=---------------- --- _-„___---_- --- - - ----_-=== y I I I I Et--rJ'_3 1 I I I __ __ __ ---__ --__ __� 1 , I Bedroom 2 109 167 13.4 81.0 6.7 41.0 I , -------------- --- ___•-_------------------------- _1 I I I I 1 I I I I Library/ DiningRm. 111 854 68.3 728.0 34.2 90.0 -._.. - I - ----------- ------------------------------------------------====-I I Bedroom 3 201 127 10.2 X4.0 5.1 14.0 1 11--- I ! 5 I I 1 1 1 I I ' 1 1 1 1 M I ; = I I 1 I I ® Bedroom 4 204 189 15.1 50.0 7.6 25.0 ----------------------------------------------- ----------- I I - 1 1 CO I 1 I I I ; M ---- ----------------------� I I I 11_11. _. 1 --------------------------------------------------------------------1 1 I I Light & Ventilation Calculations ._1..___I__ 1 ________ I . I I I 1: 1-- --- ---------------- --- --- -J , li I___________________ __ ___ _____ ____ _____ _____ ________� I I - I--1----r-' I 1 I 1 1 I Il 1 -----------------------=-==__- -------______________________� I I 1 1 31'-6" 1 I I I -21'-4"-- -I I 1 47'-1" -! --------------------- ---------- 1 I 1 _ I _ .. I I *=__Z:===== I1 1 1- -------------------------- III �' 1 2 _" 1111.-.. 11------------------------------- . 1 I --------- ----------------------------------------------- ----- I I 1 ',206 206 , I ,0o2C, i i I 1 _ �- ..-.. .-..- ------------_---- -----_._. .-- --- - - . ': I /I I I I 3' 31/2" �� IDp / I 8 /01A �`:/ :� 1 �' - Y ;\ , 205 214 I 1 \ � ST1 --- \A i 603 Linen I Closet 1 I 1 ; -I ---- - I I 1 j - I 204,' I I - 1 '05A�; A05A r- �i 11 00 A: i i I 1 -� I 1 I I \/,% _�.../ I 1 ! 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I 1 -- - ] ------ ---. - -- I I I . I ; i 01A' ! 11 I - �/ � i 1 I % :. I I I . � .. .� : - 1 2 -I . .IIi. - : 3 4 5 6 7 ...:; I� ... I.. I..I. Ii I I..:: All dimensions to be checked on site.D . .. I �. I . . �. I . .. I .:. I .I. I I I :� . . II$ .II �I.. .;: :I �� ..... .:III .:.... I.:. :.� .� :.:. .... I .. .:I I . o not scale. 2 \ 1 L 601 301 203 . co a_ . - po [ � I M1 CM2 N1 j N2^ Edge of concrete walkway ------------1111--1111 - - -----------1111--1111 ----1111--1111 --- -----------------------1111--- - 1111 - - I 1 1111..1111.._._ I ... .:-. 11:1:1: � ^'-T� -. I.._.1_111....... 1_11_1_ _1111....1111.. 1111....L..__......._ __1111 _._. _ __. _... __ _ __.. __ ........._ _ 0! --------------- -------1111---- ------------------1111--1111 �, __ __ _ _ _ _ _ _- ___. I 9�_2„ 9'-2� I 1 , - Outline of roof overhang I I I .. _ I I (Above) . 1111.. I __1111.._ I 1111. __ ._. _.. _.. , , : I _ ` i . I , ! __. ._ _ _ I- 11_11_ I 1 : .. - : . I 1 .. ...,i 1111. .. :_... __.__ _ ! ! .. ___.... .__.1111... ._...__....._ , 1 _.. _.._._. ._ I . I _ - - 05C 1 . N - 109 :. . 110 N 1 : : : . . . I i� 00E I Bedroom 1 Bedroom 2 0° I . . - 2 ; 1 - - 155sf 1155sfi . I 204 I __ _ ' 1 IIiI 1 1 - i E - . i I I .:. , I � -, I I i I ........ ..... : ..... .......... ...... _ _.. ......... ......... ._.. 1__111. I . I i II:1i I I . , .. I; : i i _. I . .. __. __ _ _... 1111 : ! 1' .1. 11.11. . _.. , � . i : . :.....I � I 1111.._ ......... 11.11... ___... - _ 1 1 1 C _ _ _ �' I I1111.. , ,_ >„ I 1 - En awa1111- �- g <02>C - CI. ---C+.---__ L =GI. = CI. o2c Engawa ZSLOPE I _- __ -J 1111- 1 SLOPE i ' io I 1% = - - 1 1% I Forecourt 11 M 1 Q 03BM o3B j I EL.- 1'-0" __ _ I � X111 -A 112 � I . M! 1 1 ,I Bath 1 N N Bath 2 I_ I I 1 i 3' 6, I(Q, 40sf -- -, 40sf ��; 1 I ,- T 5101/2" __5'-0 1/2" J! 3'-6" I 1 2 � _ \ -' - M 1111-: 1 _ I I 206 206 - -- 1111-- - _ I I I 03B k! 03B- I �� _ _ , C) I - H 1 C, 03A ,- L I i - _ _ _ I 1 N qI __ _ --_ _. .. . _._ _ __ __ .-_ - . H I i� - -_____ 11_11-- -�_-. _.__ , ::- - 1111- . I / 1111-- I 11 1 1 is I . � � � , , \I\ I � � � 'J", > -17 uP I 06 3 1 1 /, 1 I 1 _-�4 �, 1 I - _, �� �� I I I \;602/ 1 �:'_- - - ! 205- 214; I 1 /5A it I 1 Precast concrete paving - �0 1 1 I 1 ,/ _ - - I` I 1 - I 204,E I i '05Bj / 1871. i1___ i i ! 77. - ! - I i '-�z-� )DN 1 1 11� � 1 i � �- - - I � I I 604;' 1 1 - 5 _ EL.- 0'-6" I j l . I I ! 1 - _ _r 1- --- Cast in place concrete step 1 I ! -I r' I I I 1 _ _ . ' GI 11 ---11----1111---- ---------------1111--1111 - 1111--1111 1111- 1111-- 1111 I �1 I i -;1 1111 1111-- 1111--- 1111-- -__ -- . . -- 1111-- - - - - --_==_-- ----- ---------------------1111--1111 ----1111---- -- - - 1111--- 1111 - - -1111 -1111- - • _. 1111- I 1 -- 1111---1111--- -----I- i -----------1111--1111 1111 1111--- 1111-- 1111--1111 ----- r----------------�__ 1111 1111- - _ '1111-1111�-1111--1111 i I I / ,I I - 1111 CC-2 Cast in place G I I' � I I, 1111 - 1 I uJ .( T- -- -_ .. 05D '- --20-2 1/4._.._1111 1111-- 1111- 1111 -1111 I- it / /; ! concrete walkway I - 1 CI. ! j 1; ! 9 wj Engawa W' M 1 En awa o - 1 '! - -so4 0'' 1 `�I - i CSII lI J2 I I i 1! I 1' Ii J1 1 ��io° ��1P �� -} EL.+ 0-0- _J�0 1 I 1 'i .,� i ' I �I- CI. 4' ' ! 1 1 J 5 0 I I I I , I: I. i 1111 - I i I - � , 1' I I I 1111- - - 1111 1111- - _ __ I i L1 - 13 I J1, I i 11 I1 ® 'I J2 i c, B1 C1 D1 ---- j I - 101 ------ - - i ----�1111--- -- -------- ----__---- ----- - _ I , ! � j; �- 1 �I ! - -- - 1111- L � -1111--1111 �__ ____-----.--.------- � __._ 11_11. - -11_11-1111 _1111- - '-------------1111---- -----------_1111--I .. '11__ 1___--.--___.-Ll_.------11--11-1111---- ------1111---- ---------------1111---I ----------1111--1111 - -1111--1111 --- F - --- ---- -------- -- 1 _ I -_ I' ,. _ '. :_ 1111 ._ 1111- 11.11 1111 - ----- -------------------11_11-1111 1111--1111----1111--1111 - - - -. - -_1111--._. - - 1111--1111 1111 - __ _ I - -- I 1111 1111--- 1111 I _ _ - - ___ _ - - 1111--; F r .-----�-------------1111--1111 - 1111--- J. 1111-- 1111--- - 1111-- _.- ----------1111--=� L.. --1111--1111 -1111--1111 1111 __ 1111 -. ----1111--1111 1111- 1111-- 1111--- -1111--1111 1111--- 1111--1111 - 1111- - 1111-- - - - I 11111--- 1111---- -------------1111---- ------1111--11111111--1111 Foyer o O' 1111--1111 ---- ----- --1111 --� - - I 1111--1111 1111 11 11----1111--1111 -1111--__ I I I ----------------1111-4-- ----------1111--1111-1111-- -1111 ----1111--------------------1111--------------1111--1111 1111 -- 1111--1111 1111-_ . III 1 -, I - ' 1 - 1 1 1 11 sf I I ! 1 I: ---- CC-3 Cast in place > 1 I I, ! -- -_.____ 11--1111 - 106A I - - 1111- 1111--- '" .1111- -: _ .I ,.11" .:- 1 1� ------ - ----1111 --------------1111 -- - - 1 1� 1111---1111--1111 15'-4 1/2'' 1 concrete parapet wall I i ! 17 7 7-10 1/2 31 6 � I 21 -0 ' ! 03B _1 I - 1111---� 1111 1111-- - ; 1 1 i Wall studs npped 1 -- + -- 11 1 ! revisions I i 1 I (' I. 1 1 1 M 110 03B down to fit 05B - - - 11'.11- - - 1 ! j 4A \i 1018. _ !, 1 !.. 1111 - 1111- I 1 - _- 1 1. 11`11 - 1111- 11 11--1111--1111 1111 1111--- - -_--- 1 . 1I L 08.10.16 Revisions to Permit Set 1--1111 1111- I: 1111-- - 1111 - - - 1! I - 1111-- 1111---I :: 1111 - I 1111--J ! 1 1 1 1111:....._, - - 1 i I " ! - ---- - ! I 1111.. ......... :: I ,� 11.11-- _ -._ 1111--_- L.. .I I 111 : II -� , 5-11 II ! ! , ; :: .....I. ......... 1111... , 1111 - ! �� I : 11 108A; 'i I : _ _ - �: 1o3i3 - r104 - _ I III - _: ! r I :i I } - =0 1 - J:05A: _ __ _ CI.!I CI. 108 !i ..... `` / i- _� J o 1 x !I j 1 LII I I ' - (.. l _, PWcr, Rr71.M ' ISTD : -�- UP. I! I I _ . . : : : _ : „ I I „ : M '�-- 1 1111 -.i M .. `/\ "I I I "„ r. I I WC ! i ! � '�� /' _ : - 11__11... 1111 11.11. _ j. - 1. _. ,I - [ II - - 1111--- 11-11 1111 -II -1111 1111'--! `-i-- 1111- ! I1j. 19sf 6 5 : „ - , .......... . 1111-1111- 1111-- --1111--1111 _ I ! I 1 t : E-. : : . 1111---.... ---1111---. -_1111--...-------_1111--; , - 1111--1111 1111- 1111_-. ___. -_ - -. -_ 'E1 - I I ; I !c ! ? 11 :11 II j I I , ii -' 1111 _ I .i �, 1111 . _ _ 1111 - ; _ - 14 1 -.T-L=1111 I ! ! J I I : __ - 1111 -- - - - -- ----.-- - - 1111- I r - 1111 - 1111 - - - - 11:11.. ,. , I i -.Lj II ., I \ _ .. ... 11.11- --- - 1111- 1111-1111 11 F11-,11111 " 11 1 I 1 A �'i _ 1111. 1111 II 1 �- N 06C �05B, �!-N j <06A> A; _ ', , , - . : - : - -- / � f E - ...1111_ _........ - __-__ .._ _1 11 1.. _. - ... ..... 1 I O 302;' 602, O , M \ ! �I ;.. I N J� i '� �� -Vi=i --� III I -_ .... ........ 1111--1111 1111- - - I , -- �--- --- 1111 - I - - ----- i EL.- 11 0 302 : 1. t - N : : : o C1.II CI. O � - 1111-- ___L_ _ -1111---- -1111----1111--1111 I F'-' 1v - II \6 1111-- ' ' i : I r ] N _ 1, _ 71 1111- r" ! e 1 .. : :. _ 1 . . ,. I I - :. , _ , i 1111+1111 1111 -__-_- =----�� 1111- -1111--1111---1111--1111 1111-- \ N _ O _ I _1111 !I ... n . . .. I I -I- �t I : I `� 03; I b, j I! seal&signature N I I I 106 ! 107 1, M _113 i i 1103 J I 102 1 j --- % Master Bedroom' Master Bat !i Kitchen ....... , : I Ill o I / SLOPE 1�1 I . ! 1 1 Library.../Dining Room........... I Q M I Sun Room 1 11 1 BRED ARC 1/o I1 I I 358sf ii 67sf _ :, :1111... 1111.. I 1 /off 241 sf 296sf : ;' SLOPE . l : .. ......� .. . . 11 I . 1. - 1 I 1 .............................. 1 sf 1 r;l 1 i I,E2% SLO 1 `�� o-TT 'Sj 1111 ! ',I : ;' II ::I,. ' 1 -N �'_`' I ' 1 1 IL I I !I I I I ! I i I 1/O 0 85 i I I : - : ,. „ ',,; .i `: : -1111-1111---- : I . .,,v ! �_[` r_ i - 1 I �. EL.+ -0 I r--.I 1111 _. 11 11-1111---- I �� I., .. 1: : ` p ! i I EE :' ......i.... I - 1111-- 1111 �' I �� N . . N _ - CI. CI. .. : .. - cr tr i : : I V. II „ : - ! ! , EE .........1111. 1_111.. 1 II i II _ 1 I. .1111 - I - ' 06B --1111--1111 1111 - -1 1 u I - �I ' ! .._._...1111. „ -'--- '1111_1111-'11111111----1111'--^ I Ii I� __ ----- 1111-- - , 1 f - II 1 I I ..1...........11..1......... - - - ' i.i!: I 11 I - * r_ FCeestandin bathtub ✓ ii :: I ' °° i.. J _ I 1 :. t.......... , � I I '01 ,,I 11 . .: L'I I' 1 1111 - - -. -=1111- _ -..,,_I o,I 1 ! I ®1111 I I j N� g 1 / ' I - I 1111- 1111- r,--- - - - I ' . .. '. - ': �3 5� I 1 1 201: ,202, I I I ; ! I I ! I I 1 1 , + 1111-- ------ ------- - ------- L- - - - - 1111 1111; I 2 y�� I,.1 i '_J' I .; - !_... _ ,! I I I I _ ' ... .. 1111.-. I .'I. 1111... _ L, i - F._(�E,V I i i, I j 5'-11" i j 1! I I I 1 I I D1;' ------- Ou I I I I �- t I Outline of glulam beams 1 I o I I -Continuous metal I ; ! L . . ! ! 1j 1 - __� 1111- - I (above) ! I M ventilation grill 1 1 key plan - II E 1111 -- - 1111-- - - - 1111-- 1111- ---1111--1111 - 1111 1111- 1111 -_____�________________. 1111 1111-- - 1111- ----...------ --- --------------1111--1111 1111- ----1111--1111 1111--1111 -----1111--1111 -1---- -_- .__ . -------------------------1111--1111 - 1111-- - 1111-- 1111--1111 - 1111 - ---- - -- --------- . ..11__11._ _. _ _._ _... ... 1111. ,. a I. .. _ - _ _ _ _ , _ 1111 --1111--1111 ----1111---- ----- 1111---�- 1111 L... (' .. .. _.. 1.11.1--�----1111 - �--�---^1111-�1111._.- _.-,.__._. 1111_.- 1111_..- 1_,1_1_1 .., ..� I.-. .:: _ ._._. _ - -- -1111._._ 11111111-- -1111--11111111- -1111--- - 1111-- - -- 1111--- _ _ _:. 1111_ _- - _ - - _ -_ _ _ 1111--- -1111---- I I YI t- .. ... .._ ..._.. ._. .. 1111- - _ I I 1- 1111--- ._1111 _ 1111-1111--1111 -1111--1111 -1111--1111 --1111--1111 1111 ---1111--1111 1111 1111--- 1111--1111 � 1111 E ,__._ ,. -: L.J 1111 ...�...: .:::I ..... �....._...... 1111............. .� 111.11111 -.____-._.. -.7. 1111.1111.. ...1111... 1111.... t�-._-1111___ I� _ 4 1111-__ _ _- __ - 11 11-----1111--1111 111,:1 _ - - ----------1111--1111 _.� __ 11111 1111--1111 1111._ 1111-- -1111--1111 ---11.11----=11_: . 11-- • 1111 ----1111---- ---------- -- ------------------------1111---- ---------1111--1111 1111- _ - - _ __. ._ _ ! I • 1111- _ 1111 1111 1111._ 1111- - - 11 11-1111--1111- - ----- I I_ I�! , ! ;! ;i !I ! •-` - 1111 -- 1111--- -----1 --1111 ,I I -1. -+- 1111 1111 -1111-.. - -1111 1111--- - I - _ -1111--1111-- - - 1111 1111-1111---- 1111--1111-- - I ;, I � �--_1111 __1111--1111---, - -__ _ 1111-- 1111--1111 1111--1111 - - -- 1111-1111--1111-_ J -- --1111 1111-- - 1111--- j I ! < - r I I ; 1111- Two-sided wood burning 11 ' I > - _ - - .__-- -->-- 1111----1111 1111.- ! ----- -- - 1 ! I 'K3 K2 CKi` I J2 ' 1 ! fireplace I1 j 1111 - 1111 - - - - 1111 - - - L I - / - ,; I r r H1; 'G1' `C1`;. 'G1: G1; - --_- - i I I I _ J :C1, I F1 D2' --- i ! i !:I !� I. I ! , o .. I 1 1 I ' I --- o I 1 ' I i';! I 0-1,-- J1 -- Hearth flush iwith 1; 1 I cH2 I �! - _ _ I Engawa �: III finished conctete floor 1 ! 1 i - I �j Engawa 1 +---;- M I ! ' --�1111 1: I;' v ! CA. 1_`, I 1111--1111 -------- 11--- 1111 1 1 I - I i I +1111 11._11--1111---1 -1111--1111 -� I! I I1 I 601 ! II. ! -1111--- D I I i 1111 -- , i. r I L I II I !: I I ! I' I I 'I � '1 I �I I i .. 1111 .. .. 1111. . ... _. ...I----..--.--------.-----.---.-I---------.- I - _.-17-.-11___11_-, I.:i I I i li I, I ! 11_. __ - _ _ _ _1-. - -- 1111-- 11111111- 11111111 ---------1111 1111 - 1111-- - 1111--1111 - 11111111- - 1111 1111-._ -----.-------_ _ -- ---- ___ _ _ _...__ _ _ _ - -. 1111 -11111111-1111 - • - - ------ - ----1111--1111 -1111--1111 -1111---------.-----------1111--1111 - ---------1111--1111 -1111--1111 --1111---- ------_..1111-- - - - - 11 11--1___111----- ---------------1111--1111 11 11-----1111--1111 1111--- ----- ------1111---- ------.__1111---1111--1111 ---- ------1111---� - _ _ - _ -_ - 1111--1111 1111--- _._ 1111 : 1111-- ------ - 11 -- - - - - 1111 _ , 1111 1111 , - - -____--------- T� ' D I1 1 ! I 1111--- - 1111-- . - -1111 - I 1 1l - - 11 l i ,,II I iI I I 1 - 1111---=1-..- 1 I 1111 _ I ,G1, 1 __,__ ______._._-_-_-__L . I, ____._.___ I , I ' i I �-� client I 'I 1111-- 1111-- 1111--1111 - ! 1 1 Dana Ben Ari& Nikola Duravicevic I I I - 1111 19'-4 1/8" - - I I I I -a 1111,-, 282 Washington Avenue 1 !; I y I 1 j'1 ! Brooklyn 1 i :,,4 I NY 11205 1) 1 I : .... ............ .. .... ..... __ I .c . ......... ........... .. .... ...1....1.....11.._ . I - I 1 ! I 7 I ' ; architects I ! i,1 1 C1` 1 Shenton Architects LLP 195 Plymouth Street C 1 I - I 1i 1 j 1 1 : ! Brooklyn Y I I I 1 _ ,> .- . _ . _ _ ... 1 NY 11201 - _ _ __ - - _ - -_ _- 05 .. . . I i L -. 0 _ __ -_ - . - _ . _ _ _ _ _ __ - _ ... _ 1111 - _ . .. -_ _ . ____.. . . .. _ . ... C I 1 Living Room I ! I i SO- IL 496sf 1 I :, 1111::: 320 Livingston Street 2nd FI. ih = . . .... ...... ...... T 1, Brooklyn N 1 I I ! \�' j NY 11217 . 11 jN ... .. . 1 1 ! I / . ..I.... ....... ... 111 __....__. .......I—— ......... 1 1 ! . .....-_.. 1 i structural engineer 1 Associates : . ........ .. 1i Silman 1 1 1 III 32 Old Slip, 10th Floor Jew or . . ....... ... ...; : :l 1 NY 1 OOk ! ..................:..::.::::....:.:......... :: 5 E :: C1, ngawa ii.. I ...1111 ._ 1111_...... ._............ ................ 1.111... ........_.............. : I mep engineer SLOPE i 2LS Consulting Engineers 1 Engawa 1 I 1% I 150 West 30th Street SLOPE !' ° 1► I New York t-- NY 10001 1% _ I ' 602% � I '. 111...1 i I 1 ! ............................. ............ ........................................... 1111. ................_: , - ...... ...........................................................1.............1.... .. .....I....1-........I...",. 1 I I civil engineer 1 \D3/ `';..... I D1 I DB Bennett 1 20'-2 1/2" I 20 Inkberry Street B , I East Hampton L-- ---------11111111----1111-----1111-----1111--1111 --------------------1111---1 NY 11937 _......... _ __.. _ -. B'. 1. 1. .._._ 1111..._ 1111.._. .__1._. 11.11... ___ 1.111__. ..._._1111 _._ 1. 1. __. I 1111 - _ I - - 1111-- 1111-_ 1111 11 11----1111._. I I < > . , surveyor (D1) 2) ( CD2 I Nathan Corwin Land Surveyor 1586 Main Rd. I I . 1 I Jamesport 1 I NY 11947 .......................................................................................... . .:....... .... :: - ,.......................1111.. :: ..:, 3 1 project title c� 6 203 East Marlon House ..................................................... . , Rocky Point Road, East Marion, NY ................. I i 2 I i Porch \2� i drawing title : I n t ' 2 2 I 301 First FI PI 201 a1� irs Floor an .: ;. 0 J_1111... 1111.. 1111.,. - . I � Custom painted steel . I lattice wall structure status project no. A - Permit 1410 . __ . . _.... ........._ 1. ­11-1 1­1 t - _ - - _ .. _ .__ _ 11.11 ....._. -_ __ _ .._ - _ _ - L;___________________ _____________________! _1111. ..........1111 - N 1111 ! scale 1/4" = 1'-0.. y SA drawn b ......................................................................................._............................................................ .._.. r I date page 02.05.2016 05 of 28 drawing no. 5'-3" j 26'-4 1/2" j 5'-3" I 21'-0" j 5'-3" 1 36-9 5-3 1-0 1 l__ l . ; . : I Ii I1 A- 102 . 01 _ ....._ _1 106'-1 1/2" � . . 1 2I'll 3 4 _) _ -_ II­II"I 5 6 7 I8. III 2 134 5 6 7 8 All dimensions to be checked on site.Do not scale. 2� 1 <203 601 301 M LO r 1 8'-1 1/4" 1 5'-0" 8'-1 1/4" 1- I LQ1 Q2 I T Edge of concrete walkway - --- --- --------------- ------------------- ---- ------------------ - . .. ..._... ..... ........... _...... .............. ......_..... ......... .... i --- -- --.. -- -1 Outline of roof overhang _ (Above) -03D__ I I 03D � 205 _ r Bath 400 , 112sf o3D ... 13'-0 3/4 j 2 ................ , o i i - � -- I : 03B 03B - > 205A , . CI1 -_- . I zt CI.!! Mech. I' 52sf M 1co 204 Cl.ii o2A o1A M Bedroom: 4 150sf ;602 ' I ....... ........ ......... _ - Cl.II '� _ ,�1 2 206 206 :. i - Cl I (:204A H 05B __... _.. _.. ....._ _._.._ _.. 1 .. II H- fl -- 2©3 - I 1 11 Hall o1A (603 13 5 - - 41 sf <-2 - \ + " I Outline of foyer roof � <-2-05 4\ ; n f--- -- ++ EL. 10-0 (Above) A III ,_ (64'. 0') 0 I I I I � — ---- ---- —% DN - -' B, r \01Bj IU9 G ---------_------------------------------------------------ ------ ------------------- - - -- -- -.- --- --- - -- - _ -------- -- ----- - .-._- - - --- G ----- - --- - - _ _ - -- -- - - - --, _ 01 ® 02 j - - Open to below I II II I I M Open to below —�-1- Aluminum framed 604 sloped skylight glazing I 11 w.attachments for j 02F\' hurricane protection fabric I i I F -- - - __ F I � I I I I I �01C 102E, Mech. �01c> j revisions - -_ i. ----- ----- ---- --— I ---- ® 08.10.16 Revisions to Permit set F- - - --- — 201A i ' I S j A _ _ T2 Iq > a M c, ...,�--- � - I I hl l__ I n - ---- i I! 05A j I � M N; 1 � �� !► - I � �, � 2071 I : � N i 206 ! I I 2 I � 1 ,302, 602, Oen to below o2c; o Stora e o� °T; - i ---- 1: ......... ��- 603; \302 N p , g Nr - M Green Roof -� -- ---- ---, I N o I Open to below - r \; i) 125sf 886sf i — ia N M 201 202 i seal&signature V-6" n I n 6 :- 0I II _ EL.+ 11 -6 �� EL:+ 10-6 Bedroom 3 °° I +Bath 3 122sf 67sf E A'QC I EL.+ 101-011 : �``� C) 2.1 11 Y ........ .. `�1 1 11 11 C 1T-6 7/8 6'-6 5/8 f 03B` 5 10 1/2 14'-9 3/8 m II 31' 3 1/2" 13'-3 7/8" I I-- — --- - II' Y I I I , ('� , CI. I CI --- Cl. ..'.. I� CI II '9T X321 5� O \201 ' �li — y i Wall mounted ! I I !I!_ - ------I FOF NE�.1 I - -- 01 hose:01C '0?F hose bib - I - -----� --- II �I 02Ai <01C:% E � ,i �-- ------ --- - --- ----- ---- ----- ---- -- ___ el � I , Y key plan 02A; I, Ii I. I d.j Open to below ;I i i Open to below }- ,n' — ' l I --- D I ! I I I I � D ' ..._--- client 01B' Dana Ben Ari&Nikola Duravicevic j I 11 ' 282 Washington Avenue �— 19'-0 3/4 --- ----- Brooklyn -i NY 11205 ........ ._ ......... .......... . ........ .. ....................... architects Shenton Architects LLP 195 Plymouth Street Brooklyn C . . NY 11201 I SC -11- 320 O-IL j 320 Livingston Street,2nd FI. - I Brooklyn q NY 11217 structural N /\\ Silman Associates r 1� N Open to below �01C/ - — 32 Old Slip, 10th Floor New York - NY 10005 I; I I I I mep engineer 2LS Consulting Engineers 150 West 30th Street i I New York ---� —� NY 10001 I , �,\) civil engineer DB Bennett 01C 20 Inkberry Street B .. East Hampton ._...____. _ .. ...._.. .. _. -_ _ I NY 11937 __ _ __.__ B ! -- -- - -: ........................................................................._..................................._....._....................... surveyor Nathan Corwin Land Surveyor I , It , 1586 Main Rd. Jamesport I , NY 11947 3 1 project title v \ I p� u I . 601, 203 East Marion douse Rocky Point Road, East Marion, NY i� 205/ I drawing title 2 2 I 301 201 I Second Floor Plan I I status project no. A - - _ _ Permit 1410 _ -_ ---- scale 1/4" — 1'-0". drawn by SA N . r ; date 02.05.2016 page 06 of 28 drawing no. I 5'-3" 26'-4 1/4" 1 5'-1 3/4" 21'-2 1/2" 1 5'-1 3/4" 36'-10 1/4" I 5'-1 3/4" l I 105'-111/4" T A- 1 03 . 01 1 ' 1 ' 4 ; 2 3 _ 5 6 7 2 3 4 6 17 I$ All dimensions to be checked on site.I5 I e.Do not scale. ............................................. ...... ........................ . ............... ................. ........... . ........ (�I 1 �203 � @01, 301 B.O. Roof T.O. Roof , B.O. Roof EL.+8'-6" EL.+8'-6" EL.+23-3 ----------------------------------- 1— —1— 1— .___ .......___. ............__.. ..................... ..................... ............_.. ... .._............. ............... ................... .......... ...._......... ............ ....._...._..i ._..._.. ........ ........� ..... ....._ ......... .......... ........_ .....:. ......._ _._. .... .__..... ....._. _..... _. _........ _.... ...... .... ...___- .. _... ..____ _.__.. L_. ._ i I I I I I I _ LOPE - - SLOPE 11:12 11:12 I I Line of walls below _I MT-1 standing seam metal roof C14 A r a, —� (2) Standing seam panels per rafter - -_ - -I- bay.Seams aligned w. rafters below M M I ' 4 (2�6- H I I I ,608 3 I 15'-6 1/2" 21'-2" - - I B.O. Roof--,,-- I I I i B.O. Roof EL.+8'-6" `\ I EL.+8'-6" I I I I G I ------------------------------------------------------------------------------- ------------- G Cast in place concrete walkway below I F _ - --------- ! _ -_ I NiLou-, a � � �, wi CL: cnl r rn r revisions - I A08.10.16 Revisions to Permit set i I : 9 I I I T.O. Roof T.O. Roof - - - c� 1- EL. 23 3 3-0 602) :Ride I I % EL.+23'-3" �( 7 r - —1i __ . 9 :___ Ridge —2 ,302, 602; - i -- -------- --- -- -- -- ----- -------------- Green Roof I ---- - -------- ----- - --- - --- -- ---...- ----- ---- - -------- -- -----=-- - - 603 - - -- 302; (Below) seal&signature co i g �, R`�D a M I � c?) 1\201,. _-'�--- --- -- -- - 3215 201 ® 9T 0 OQ i _ wl NChimney flue clad w.MT-4 FOF NE�y 01;= T i j ! custom metal shroud & fir i 0I r mounted to gable wall I j 017 I I cn i key plan E =_--- — ------ _ ------------------— —— I fi , i I �, E ............ ---------------- D _ . .......: ................. -- - - •-- j D ' i B.O. Roof IB.O. Roof_ .o BO j EL.+8'-6.1 EL.+8'-6" Fs client 26'-7" I I 31'-2" ! 3T-1" Dana Ben Ari& Nikola Duravicevic -1--- ------ ----- --- ----- --- — — -- ------- ---- -- - -- ---- •------ ---------------- --- --- - --- --._._._ . -- - --- ------ -- -- -------- --------- --- ---- • ------------ - ------------ -- - - ---- ---- ---- ------------ --— - --- -- -- — - Washington ton Avenue 282 g Brooklyn NY 11205 i .................. I I architects B.O. Roof Shenton Architects LLP " 195 Plymouth Street Brooklyn C I NY 11201 .._.- ........ ._ __ __. _._.. _. _ __... _.._. __._ '. ... ._..__ ._ -... _- -_. _ _ -_.. _.... -_._ _. _ -. ... -._ _..._ -._ i .. .. - .._... -.- _..... _.. SO-IL 320 Livingston Street, 2nd FI. Brooklyn l NY 11217 structural engineer - Silman Associates I ' 32 Old Slip, 10th Floor _. New York _ I . NY 10005 mep engineer 2LS Consulting Engineers I _.._ _; .. 150 West 30th Street M New York NY 10001 \602 civil engineer DB Bennett .. 20 Inkberry Street East Hampton B - - ... _. NY 11937 - -__ -_ B - . I i — I I __ __-_ _._._.. ___.. _.. _..._. _... ___. __._. .._ ..._. -...- _.. ._ _.... .. .. _. -..... ..... _. .......... .......... ......................... surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 i I i I I 3 ; I project title .. ..... .. __.. 601 I East Marion House SLOPE Rocky Point Road, East Marion, NY 11:12 11:12 i I I I drawing title I I I ; - Roof Plan T.O. Roof status project no. A --- -- --- -- ---- --- ----------- -- - ------------------------------------------------------ Permit 1410 .... _._ _.. _..... ____ - _ __.. - -_ ...._._. _ _... _.__.. ._ _._.. scale 1/4" 1 -0 drawn by SA B.O. Roof /2\)\ B.O. Roof date . . page 02.05.2016 07 of 28 EL.+8'-6" EL.+8'-6" 26'-2" 1 31'-11 1/2" 36'-8" 1 drawing no. l I°; 94'-10" 1- A- 104 . 01 1I- L2 I3 L4 15 - I7_ 8 All dimensions to be checked on site.Do not scale. MT-1 Standing Seam — —� Metal Roof I T.O. Roof Li U EL. +23'-3 I - : I II -- —---- ----- --WD-2 Vertical 1x4 I _ wood siding w. open loInts Ii I j I I `, I I ! I I ® --- ' ---- - - I I I j I I - — -- - WD-7 Exposed tongue revisions & groove boards _ GL-2 Aluminum �i St . ..... j / I I I .._.. I , __.-.. _r Revisions_ to -P ermit set. . --framed skylight coGL-1 Aluminum frame system glazing system orage - 1 - - Green Roof < - Bedroom 3 Bath 3 I I �„ili _- --=::� _--- --- iIIi-=--_. ...-_•:.._ -_- -���I I I I LF �, -� -- r Ir - - -=--=---_----- lIiI ---- —_-—_-_ . " ________ ___ __ I . I I I . I . . . . I � I I � � � .., . . � � . . I I I . I I I � I .1 � . 1 11 I . I . I I I I � . I I � . . All dimensions to be checked on site.Do not scale. � . . I . . I I - . . � � : : . . . . : . � . . I . - I (;D . . � I . . . � : . I . . � . . . I I � I I . I . I . . . � . . . . . . I . . I . I � . I . � . . . I � I � . � I I I � . I . I I I � . I . . . : I I . . I . . . . I . . I � I . . I I � I . � I I . . . I . � I I . . I . I . . � I . 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Nathan Corwin Land Surveyor � I . . I . . I . 1586 Main Rd. I I � I Jamesport I I I NY 11 947 1 Building Section 2 � I � . I project title � . I . East Marion House . I . Rocky Point Road, East Marion, NY I I . - . I . drawing title I . � . � Building Section 2 . . . . . . I I . I � . I . � I I � . status Permit project no. 1410 1 . - I ......�...11..........I.............................11..................................................................I'll....I..........1....... I - . scale if drawn by . 1/411 = -Off . . SA � . . I I I � . ...........................................................................................................�..........I--.......- ­­�.. . . I I . � date 02.05.2016 page 18 of 28 � I I � I . . drawing no. I . . . I I I I . I I . . I . I : I . . . . 11 . A-203 . 01 I I � I ! � ! i I a- , I I I 1, I , I I I , . 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I I All dimensions to be checked on site.Do not scale. T.O. Roof T.O. Roof EL. +23'-3" hi EL. +23'-3' '/X revisions X/ Revisions to Permit set "T A08.10.16 f MT-1 Standing Seam MT-1 Standing Seam d M 4 Cl. I Metal Roof Mech. Be ro Metal Roof Hall Second Floor Second Floor ----------- ------------- seal.&signature ----------------------------------------------------- E L. +1 OA C? zo E L. +1 U-0 ---------------------------------------------------- --------- B.O. Roof Jilt ------------- B.O. Roof 04 EL. +8'-6" WD-7 Roof rafters WD-1 Vertical wood siding w.closed joints EL. +8'-6" 0 MT-2 Custom 'Po, 1�� I fabricated corrugated 6 C? metal panel A CI) MT-2 Custom fabricated corrugated f metal panel zo 032151 201 0 F NE CC-2 Concrete slab Engavva Bedroom 1 Bedrobm 2 :�ngawa Z�- CC-2 Concrete slab En'g' awa Stair 1 on grade walkway Engawa key plan on grade walkway =4 Ground Floor Ground Floor EL. +CIA" ri -0" --------------- 2 2 ff EL. +0' j Crawlspace --E-- 3' cea, Is'pace !ic client 282 Washington Avenue Brooklyn asemen Cl. C1. Ha Dana Ben Ari&Nikola Duravcevic A., A NY 11205 ..............-.......... ............ a rchitects 195 Plymouth Street ��k C Shenton Architects LLP J, 'EL, 1!4-07;';�,:,�'," J k B t 6, Brooklyn NY 11201 4 SO-IL 320 Livingston Street,2nd Fl. Brooklyn NY 11217 .................. Y structurat engineer Silman Associates Vi 5- 13/4 �l 3/4"�� -13/4 --1 3/4 'R 5 5 -1 T-6 Z-0 3/4 1 '-3 1/4 0 3' -P 32 Old Slip, 10th Floor T 2 .......... -7-77'-77 New York -2 2 V-2 1 21' �1/2 NY 10005 J, n, ............ ................. mep engineer �J 2LS Consulting Engineers 150 West 30th Street New York 0�. NY 10001 �,p ............................................................................ ....... ...................... civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 ............................... ................................................................................. Nathan Corwin Land Surveyor 586 Main Rd. 2 Building Section 04 1 Building Section 03 Jarnesport NY 11947 project tit[e East Marion House Rocky Point Road, East Marion, NY drawing titte Building Sections 3 & 4 status project no. Permit 1410 .......... ....................................................... sca[e 11-011 drawn by 1/4" SA ................................................................................................................................... date pa,e 02.05.2016 19 of 28 drawing no. A-204 . 01 - I _. -- - ___- ___ _____ _______ ___ I- _____� - 11 -__ - _____ __ ___ __ . __ _____ - I _____ ______ � �-I �____­­ -____._- -____ - - __ ------------- __ - - - ___ -- I I� -_____ -_____ I I--_--- -_.- - I . I I . . . I I I I . �� I �. I I I � I I I I . . I I I I I � . . � . . I I . All dimensions to be checked on site.Do not scate. . . . . . . I . � I . . . . . . � . : I . � . . . . . I . I . I I . I I � I I � . . I � . I . . . � - I I I � . . . . . . . . I I I . . . . ___ . :::::::::::::::::: . . . :::::::::::::::::: . . . ; �::::::::::::::::I . : : . . I A . . � . . . —Chimney flue clad w. MT-4 . I I . ; custom metal shroud & I ; . : . mounted to gable wall . . . . T.O. 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I � � � I . __ - - . _ _ All dimensions to be checked on site.Do not scale. 31'-3 1/2" 5'-0 1/2" i 5'-4 114" i 10'-6" i 5-4 1/4" i 5'-0 1/2" I - - . _ - ._ _ _ _ -.- ..- _ ._ __ - _ . .. -1- - MT-1 Standing Seam Metal Roof f 1.WD-2 Vertical 1. r I i wood siding w.open1. ❑ ❑ 1. io joints GL-1 Aluminum frame ' glazing system w, \ I attachment for hurricane protection fabric / . rn 17-1 1/2" O2 - Stainless steel C 01 railin fixed to g - - . N glazing frame > \ 1'-3 3/4" 1'-3 3/4" 1'-3 3/4" 1 1'-3 3/4" 1'-3 3/4" 1'-3 3/4" 1'-3 3/4" 1 V-3 3/4" i V-3 3/4" i V-3 3/4" V-3 3/4" V-3 3/4" 1'-3 1/8" i exterior i T I -I �� - !I i� F_ 0 .- - -__-_... ...-.-... .... ..... ... ...... -...... - . - .__.... . ... .._ - , III ...................................=.- - - - 4 Green Roof: out Elevation 31'-3 1/2" 1 5'-0 1/2" 1 21'-2 1/2" i 5'-0 1/2" 1 -- T.O. Roof EL. +23'-3" MT-1 Standing Seam- ---- ---------- Metal Roof _ i r�i ( Exterior louver vent - L ' I 1I�I:I::�iiii;I* tt I 1 I_ - -�� - - cD ! ; ii Triple LVL ridge --- -_-- -_-_ r g � beam, refer to _._ ! I�!`. structural drawings WD-2 Vertical 1x4.__--------._ -- 7 --._--- _ I --- ---\----- ----\- wood siding w.open E . +R1' 3 3/4 joints -_ . i -- -- ---- = - ' ----\ --------- --- --- --------------- Steel plate saddle w. I- ?,j bolt nut connection, \ refer to structural ' I 1 \. \ drawings j i•� I 00 revisions N I . .II..I:I;:I:I.I.I.I......I.I�I.����...........I.III.�..:.I..��I.. II..� �..II�.I.�I..I�.I.�I.II.��III..:I I. -- �'� -.- _----- -_- - -= - -- -- �� __P__ 16 Revisions to Permit set 1 \ \ ---- - -J f 81 .Ii!:iI.i.'� I. I1 _1— AI ------ - —_:_ A00 ----- - ----- o I --- - . , -.--- f- _ J\ -- - ---- - -------- ---- - - .. . - \� \ I l . _- -_ -- . 00I \• \ •• -- --- -- -------- _T_ — N i \\ - - -- Cross bars .. -. _. : . `_ € \ I ---- . --- --- -- —=�.. -- : . --- __. 1 _ 3 Green Roof: North Elevation - . M \ . —-------------- — - N I � \ seal&signature I - - -- - --- - - - ----— __ - --- - - ��FtE A RC rT yi - --- - - : -- - o '\ \ 31' 3 /2" - --- -- --- --- - -- - ----------- --------------------------------- ------------------ - 1 ���` - N��n co \ , M • ' 5'-0 1/2" 21'-2 1/2" 5'-0 1/2" I IM N ---------0 — ---- ----- ----------------- — - --*-- ----- 1I —-1— , * -- -- --- I j -- . " r — ----- - - ._ -- — - - :!7---- ------ =' -- ---- _. 1 N - -- j -yJ 251 yOQ' \ FF NE`N 1 M N I \'\ \ _ _- _ - - _ _ ._..__. _.. _- ._ ... I. _ . . _-._ ._ ._ \, . key plan . . --1- ---.--.---- ----- --_ -- - - ---- ---- ---- _ --- - -- ---- . --- -- - 1 -- - 1 - -- -- - --. --- ---- - --- -- -- - -- ---- MT-4 Custom metal — ------ - --- --._._.._ _ - -- •- A . 1 - _ flue shroud - -- - Ni (p 11 -, r I __i_ --- --- __ ----- - - - - - ----- -_ ---- -- MT-1 Standin Seam- ----- -------- - - ---- ,._. �; .-- -- - -- ----- - ---- ----- ---- - --- I Metal Roof j I ---— . -- -- --- -- _T-- ---- - ' I = 1 -�� \ ! j 1 -+------- o 1--- \ C) --- i' : . . ; " . "� I 'I', I � -r ...I.I.III I� .. .� �.� I I I . .I . . . : is N : . : l I! 1 _-- , _____--- - -- --- --------------- --- -- ----- ---- --- Glulam purlin,refer to Exterior louver vent -------- ----- -- I ;=! L�i -� structural drawings ! 1 .. ;2-L;=-C--0;=;!=;;-;-=-=:=-.0;0OY;-20I_-I-II-___-_---)_00--I_I___--4_�!_!II1!iii;i!i�1iIII�IIIii1'i*I Ii 1.i;;Ii!!1i�.:iI i i.I.��I��I�_-___ . .I I - - = - . -- ---.- - --- ----- -- -- -- ------ - -._ ---- - - � - - i! f ..I \ I \ WD-2 Verticallx4 - \' ! Mi \ wood siding w,open N i a,I M N! joints I - ,� client . ' i , - -- -� - - -- --- ----- --------- -- Steel plate saddle w. I `? I \. bolt nut rconnection, !; iv Dana Ben Ari& Nikola Duravicevic - ------- -- ---- =-- =- __ -_ --- ._- ----I -- --- --- - -- -- refer to structural 282 Washington Avenue N __I__ 9 T - ---- ---- - --- -- - ----- ---- --- ------ -- --- -- -- ---- -- ---- ---- - - - . . drawings g I Brooklyn _ NY 11205 wl - ch, MT-1 Standin seam 9 is - _....._ I I N metal rocof I i s : : : : , I . arch'te is ---- - - ------ --- -- -- - ----- ---- .--- -- - \ P 1 -- - -- ---- --- ------ \• -- - uth Street -- --- ---- - . - . ----- -------- ---------_ - ------_.. --- --- - - -- I \ _- --------------- - ------ WD-7 FRoof rafter I - ----_ _ _ \\ 5 Plymo Sh rchitects LL 19 -_' - __�_�-- _� _> --_ `=-� _t- I Brooklyn \ --- - -- _­F. [_.__ --�_ _ _ : -- - ---- c� - �. ---- ------ -- N NY 11201 N, . ' _________----------------------- -------------------I. : , I : : - - - --- -- - -- - - - - -- - - - - \\\\ ---------------- --- N - 32L vin ston Street 2nd FI. - ---- --1 -1- 9 -__ .... __.- Brookl n I I I'.II:I I I. ,1iiIIII1i�!I_,. ,_1�,.I�.I1�.II_ .-I I-I.IIi.-,I.i."I...:I�I.-.I._ .II.I.�.,_., .......,,.1.._ II.�_I.�:III"� ..��,,I�/_' � I_��I'.IL I_�'__�. "II I.III�I:i�..I��.�I:(_ 7,I-_I\:-�-�I,I ''.7.-..1!II:� ,.1-.--I--,..I:,�-.Iz II ��I II1 I. -'-- - --- ' - -- _ - -- .�- - -__ . .. _ Y ----- LL � NY 11217 ._....�I II"II.,:,-�..��I�I�II,I�� .�1I,, I_I.�..0_._1�,II:I. �.-.�. _!I I_�I���.I L1_�.I� -�1-.I..'1",:I II_II-_ _- -_\IIII..:.- f ; : , ._-''�I1 I . : 2 Green Roof: West Elevation - - - ----...-..- structural engineer _ _ _ Silman Associates -- -- --- - --- ---- 32 Old Slip, 10th Floor New York : : :: : : I NY 10005 ` 31' 3 1/2" . . , , „ „ „ „ „ I mep engineer ...._ 1 (' 1 5-0 1/2 5-4 1/4 10-6 T 5-4.1/4 j 5-0 1/2 i 2LS Consulting Engineers I � IJ�" - - 0th Street 150 West 3 j New York M 1 o \ ' j NY 10001 iD ; r : . ; . civil enginee DB Bennett 20 Inkberry Street MT-1 Standing Seam '--1- East Hampton Metal Roof \ NY 11937 \, \\ : : ' : ......... . .I........ ......... .......... : : : : : :. ........... �, ) WD-2 Verticallx4 surveyor f wood siding w.open Nathan Corwin Land Surveyor joints ~ 1586 Main Rd. 1 3B" Square steel bar ` `D Jamesport 7!-III':IiiiI�iIIi;i��I�I/ w.welded connections \ NY 11947 & paint finish,refer to GL-1 Aluminum frame � _ structurail drawings glazing system w. - - - "- - - - - „' - - attachment for ro'e t titl i ` I . . . -- - _ --- _ p 1 c e I I /-"._�II.Z���I_�-..�..::...—I I—I..I.1—I...II_I.- I'"_,1:1I"""I_I",I"_=I 1:;.:::::::::::::i:i:i::.I.�.....II..I.I::::::�;I...I...:I:...q..:;...::I!:;::..��;.:I.::...:;..;i::::;::::::!.: .;.�::.;...I:........:.:.::::.:::1:::V:::a....:1::::!w::.:;::::.::;..I.I...:::::.:::;I....:.::::.:.::::.ZI.J I—_I.::;....::.:.::;.�;::I.I�III..�.IIZ:!:...:�:..I::::::;�::.�.::;I:..I;:..:..;:7�..:.::::.�.:II:I;..::.—.II:.......�......�I_q:::::.;:::.z;�.....I.I:.:;:.;l::.::::::;:..—:':::::.::..::;......I��.::.:i:::�:::::__:I .-1_.-_-'I'''" .H —_l--___'-_ -I.._I�_-._-I--I­_7-___..,�,-,i�_-_,-1:::z:-..:.::....*'I;:a-:---:.--�I:�...;.'**.::-�i;:�...-;.�Z-.,��::jII....,..I...I..I�,'�i�5..II.,...�I:�::��,,�.,..:1.,IS::,:;'I'..* ,',,�--,I.-..�.i!I...:,*I:..:_I........:7:::�;;��,:;:::a-:::...:.�.: ..:.::-�.I.i::z.:�:a�:::..7 1.-�_I'"�,I�_�_...11--'_.7I I I_"—I-"_­,1_,�I_-,_.-.��',1-,�_I:.:::T::;:::.�.....:�;.:;:�:..a::.:I:::::.:::::;qq:.:::.:;:..I..:.I�:I....:I:::::::�:-.:�:i::::a.::.�::;�.:;::::::1: .;;;:::::::4:::;::f:i::.:;...:�1 I,_I�\1',"I_I�"11,,1-,_�­I-�-I�—\\\I \1,\_,a;::::a.::.:::�::.::::�:::.:......;:::::I......;�.�:.I.::�I:.I I..:II.:......:: ���:.�II;:::::.:;::��.t.:.:::;::::::.!;::!II..II:::.:I:.:::."—I::q.:::::—a;;::.:.;::i::.:::i.�...�:::..::::...::::.I.:.:�.:i:.:::::.;.�;7;;:.I:.......::p::::..::.::..:q;;;:i;:::��.;::.i.::::::::::::. :::...:i:...:.., ::I:::::::::::.\,—\_I I", "I�'"I�1�, -,T:::::�.;;:..:::::�:.::::.....:t:::::::.::::::.....iI....I.�:;..;.:::::::::�::::.I.::::�.;.;.;.::::::::.:�....:.:::::::III;.::;::: �::::::::.;�:: ::�:I:::..::.:::�::::::a�.:;::::::::::::::�::��..i:;..:::...;:::I.::::.::::i.:a:.....::.::....:::..:�::.::;;I:;.....:I.�.;.:...:II.:::::::::;:::�: I,II\\I_"T,I\�_".I.:.:;:..w::;:..aa;::..:.:..:..:..:.::!�::..::::::::�.:.:...:;:.I.I:;;:::��:::;�::::::a::q..:::;;::�!::.:::.:.:I:I.: Fi..:iii:::.:..:.I::�....:::;a:;:i.��::.:.I:..:::::::::.-_:I:::.:.;.. .:.:;::::...:........:::;:.::..I....w.::;;:..:..;.. -1 I'II,\I--I,\\."I 1—��.1�"I.,1, \�_;.:.:..::::;:;:.:;;:I.I..I...::..I.::.....!..:.;:II�:::.I...q;:.I.!:::;::�::::::.;.:;:!;;;;.:;.:..:::.:: z:�I.::::�;::;::::..:a.;;..::.;:i;:::.—.....:::�:::i:::.:..:;:a::.:::::::i::: .:....i:!:;:::�:z::..:...;I..::.::... \�::�i:_:::..::I::.q:..w;::..::::.!:.:....�.:;;::1�i�..;I:..�::::::::::i:::..I1.......�_'-__1._). ,I\.�\ �-I�.I-I-"_, I,I�-\.- :::::I.:.III..:�:i::::..�.:.:::.�:.I..:!::::.....�.:I���...::::II.�-:::;::;I.::..:;::::.::�...:...I..:::a:..;;:;:::.::::.:;:��.:::...���-I,,IIi.--,..��!:i i....I1.\I "-11'-t�I1II";"1'.1-\-\�1I_1,II�I-_"�.,-I- 1-—1I;:::::.w.;..::::;.........;:i:ii:i;:::::::::::::::::::::..:::;::;::.:.:::::::::.....:..�,:::::::i:Z::::i;�:;.:::::��;::;:�:I�.....q:.....:...:.:.:......I.I..� :;;I:iI..—;.:.::�:�;:..I..:;;:.:::::::!::�-:::::::;:::::ta:::::�:::::::::::::::::::::::::::::::::::::a::;:::::..II.I.�� —..�,I—�—I-\.L� _-.\\—I.II-I �.1-—I.-I11�-,.::-d:::.:III.:::::I....::.:.......:................IIII....:::::::;:I::..:::::..:::�....:..I�I.I:::�II....I.�.II.III,.;;....�— I I IL��,I/I I I-....I�I.....1.I.'T.."....I I:I;:::.:w.:!i���a.:.I�::i.�:..;;..:;;:;:::;;a:::.:....:.:II:I��..:::a..a.::...I.�I..:::.:...��.::II. I;:;:I:��::::::::::...q::..:...:.::::..I.�::::.:.:t;:::�...:.�:�:::::::::;:!..::::::.I::!I::.:::::q::::: I..I...I� ,. IF '.,.�\I�\-�I-.-I_ �.-�.I�-. �..I.I�.1.I.�I,I1I�.iIII...�I� T hurricane protection •-_ oo �.�I_-.-'I1.-,,I.--\-�,-�,I1,.I,I1,_���I I fabric \ M _ c403; .II::II....-I..I..II.�I.I...�II�.:�.II��.-����:.II.;.I.I.��-�I."__"-�-,_-,/_-, l_l___Ii--'�__:i_dIi_ IIii-�;:::::;;;;;;;;;::::::;;.;;::::::;.::::::.;::::::::...;;:::::.:...;.;:::::..::�:::::..:.I.::::::..:::::......:.::;::;..7-7,III;_--:i:.--:::::.:;;:;:::::::.:;::::::::::::.:a::::::::::::.4.;i:::::::::::::::;;.;;::;;:.::::;::.;::;:;:::::.:.:;w::::::..­-_-IIi J ..I.:::::.�..�:::;:.:;;:::::;::.II�I::..:.1..:.II..::�::::..:�..:, r—�:I: —I-� -_1,.f�I\."1,.-,I_._�.I East Marion House N . . I . I . . - Rock Point Road E . ast Marion NY . . _ Y , Stainless steel N ! railing fixed to `D 1 glazing frame drawing title exterior First Floor M ,r, — '-O —,-- _ ,� y- = _ \ - Partial Elevations EL. +0 " i �! _ _ _ \ : M CD -- — - i : i ii --I--- — — i : - O i i i € '. ; : M status Permlt Project no. 1410 ... ........... ............... ... .......... ................. . scale „ _ , „ drawn b - _ _... __._ _ . _. -- . _ -. _... Y __ _ __ - _ - 1/4 - 1 -0 SA ...... ..... .. ........... .................................................................................................... • 1 Green Roof: East Elevation date 02.05.2016 page 24 of 28 A 5 Lattice Wall: Enlarged Elevation _ drawing no. 3/4"=1'-0" A-303 . 01 Att dimensions to be checked on n ot SIC 13'-4" 7'-7- 3'-6" 2'3 1/2 A .......... ........... ............................ L 6 5 4 3 2 7� ....................... .................. 18 _N] 00 A Hall ........... ....... ........- ;9 I 6'-6 5/8 13'-4 3/4 .... ..... .................................. ............... T 15 risers @ DN T-0" T-0" 2'-7 5/8 5'-2" 5'-2- 5 1/8 @ ...... CI) L A A 6 5/8 Z X'10 12 13 14 15, j� A 3 Stair 1: Second Floor Plan B.O. Ridge B.O. Ridge E L. +21'-3 3/4 EL. +21'-3 3/4" revisions CI) 0.16 Revisions to Permitset A08.1 C?l A L_J 15-0 1/2 51 T-O" 3'-6" T-6" Cf) ce) 00 C? C;? WBA H" Gypsum -board w. level 4 finish ------------------ 6 5 4// 3 1 2 1 1 seal.&signature GL-5 Low iron glass railing 7 A A 0 4 )UP C) (P @ CI) 15 Irisers I 4 _-At LI ---------- :8 0 03215 Zo OF N �J 2nd Floor 2nd Floor ---------------------- EL. +10'-0" EL. +10'-0" key plan 9 161 risers J I,) DN 1/4 A ' 10 1 14 15 16 113 --------- ----------- WBA 5/8" Gypsum board w. level 4 finish 2 Stair 1: First Floor Plan WD-9 Solid wood handrail 9 91 w.stain & poly finish client C?I Dana Ben Ari&Nikola Duravcevic EO co 282 Washington Avenue IST1 Brooklyn NY 11205 WD-9 Solid wood .............. ................ ......- stair tread & riser w. architects stain & poly finish J .9 WD-9 Solid wood stair---, Shenton Architects LLP CI) read & riser w.stain & 195 Plymouth Street poly finish Brooklyn t NY 11201 SO- IL 320 Livingston Street,2nd Fl. I st Floor 1st Floor Brooklyn EL. -L 0'-0' EL. U-0 NY 11217 Reveal between- ..............­­­........... .......... ....................... stair treacWser& wall(W" wide) structural engineer _T 14'-10" Silman Associates 32 Old Slip, 10th Floor A T-O" 6-9 1/2 New York NY 10005 5� ............ ineer 2LS Consulting Engineers 150 West 30th Street 3 2 1 1 New York NY 10001 ...........­............. .................................................................... ................. civil engineer 16 �ri Fr-4)UP 9 C? @ 8 V4 9 DB Bennett ZY). A 20 Inkberry Street "Z East Hampton Z'X NY 11937 Hall ................................... .............. ................................................. co surveyor 107011 ':z A 9 co co Linen Cl. Nathan Corwin Land Surveyor --------- zo 1586 Main Rd. Hall A FST11 Stainless steel Jamesport handrail brackets NY 11947 I w. brushed finish ZY) Clpset project title East Marion House Rocky Point Road, East Marion, NY Basement co A Basement drawing title EL. —111_01�+ EL. —11'-0" Stair 1 (ST1) Enlarged Plans Sections 5 Stair 1: North Elevation A4 Stair 1: East Elevation 1 Stair 1: Basement Plan status project no. Permit 1410 ............ .................................................................................................... scale 1/2" = 11-011 drawn by SA ............................... ................................................................................... date page 02.05.2016 24 of 28 drawing no. 1/2 A-330 . 01 ........... ........ — — — — — - — — — — — — — — — — — — — — — - — — - — — — — - - — — — — — — — - — — — — — — — - — — — — -- - — — — - — - — — — — — — — — — — — — — — — — — — — — — - — — - — — — — — — — — - — — — — — - — — - — - — — — — — - — - — Alt dimensions to be checked on site.Do not scale. I I 1 S-300 30'-2" I - I d' 21'-4" ° NOTES LEGEND _ 1. TOP OF FINISH SLAB AT EL. -11'-3" U.N.O. THUS: X'-X' i _ ; - INDICATES STEP IN WALL FOOTING I -� 2. APPROXIMATE BOTTOM 0' FOOTING AT EL. -13'-4" U.N.O. THUS: ———— I [x'-x"] INDICATES 12 REINFORCED CONCRETE FOUNDATION I I d ' WALL WITH 2'-4" WIDE CONTINUOUS FOOTING I _ 3. ALL NEW FOUNDATIONS .HALL BEAR ON 3.000 POUND, PER I SQUARE FOOT COMPACTED OR UNDISTURBED SOIL OR BETTER. _ DETAILS FOR SOIL CAPACITY SHALL B CONFIRM BY PE LICENSED IN STATE OF GB-X INDICATES GRADE BEAM. SEE TYPICAL ET - NY. REFER TO GENERAL NOTES FOUNDATION SECTION FOR SCHEDULE. ° oo BEARING CRITERIA. a.I i Al ^ a 4 FALL INAL GRADE, U.N.O. INGS SHALL BE A MINIMUM OF 3'-6" BELOW T I i ro 5. SEE ARCHITECTURAL DRAWINGS. FOR TOP OF INTERIOR JOIST u SHELF AND EXTERIOR SLAB SHELF ELEVATIONS. .d I 2" RAT SLAB AT 6. NO BACKFILLING OF FOU DATION WALLS MAY OCCUR WITHOUT I S-300 CRAWLSPACE ° ' THE INSTALLATION OF FIRSTI FLOOR FRAMING OR TEMPORARY .I (TYPICAL) BRACING (DESIGNED BY A LICENSED PE IN THE STATE OF NY a i T.O.—SLAB EL a AND HIRED BY THE CONTRACTOR.) a a' 7. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING WITH MECHANICAL, PLUMBING SND ELECTRICAL SYSTEMS. COORDINATE ALL MEP FOUNDATION P'NETRATIONS WITH ARCHITECTURAL/ MEP DRAWINGS. PROVIDE A M NIMUM OF 6" CLEAR BETWEEN PENETRATIONS. 00 u I I ' S-300 8. SEE S-200 FOR GENER,L NOTES I 9. SEE S-200 SERIES FOR TYPICAL FOUNDATION DETAILS 5 j,d 10. SEE CIVIL/ MEP DRAWINGS FOR UNDERSLAB AND PERIMETER -301 ° DRAINAGE. 2'- 16'-7%" .',• i I DIMENSIONS INDICATE LOCATIONS OF ,-, ° ' CRAWLSPACE VENT PENETRATIONS _I - ABOVE THROUGH FOUNDATION AND a a d FROST VfALtS- EE S=101-AND-ARC H'L I DRAWINGS. (TYPICAL TWO LOCATIONS AT d r———————— EACH WING'S CRAWLSPACES) 1 I ---- I I I d d I 4 3 4 3 4 4 1ll� I I 1 �. S-300 S-301 S-300 I S-300 S-300 I I I 1 I Q. � I L— J ° : ( TOP OF BRACING WALL 1 I I STOPS 12" BELOW » 1 I UNDERSIDE OF SLAB ON 31'-7Y4" a 1 1 d 42'-0' i GRADE ---I I LOCALLY HAUNCH DOWN I I ° .a. # a 9 I.. : I AND THICKEN SLAB AT I i ° 1 Q BASE OF STAIR (TYPICAL) » a 1'-8�� 6'-3" I I ; . 5'-1" 21'-0" 15 -034 .I... CM 14 [-6'-11"] [-7'-4"] 4 ! A ° d° d l a. ° I ° ° ° . . d p --1------J-----1- --- ---- L_.L - --L- ------------ ---- --- _5-------------L- I J�-- F———— — '-4' m 11'-2" —! — [ 14'-4"]II I I revisions - - - - - - - - - 1 i 0 F5.Ox4.0 z F5.Ox4.0 F5.ox4.0 ( I I Qj 08.02.16 Revision to Permit Set { L� I I I I I — — - — — — — — - — — — I I I I I I — 1 x 3'-4" 1,-8„ x 3,_4„ I ( 1 ( I. CONCRETE PIER I I 11 I - - - - - - - - - - - - 0 CONCRETE PIER 1 I I I I I I I — — — — — — — — — — — — I 1 I S I I I I I I _ I » 1 ° I I ( 11 I seal&signature N 2 RAT SLAB AT 1 1A o -� 1 CRAWLSPACE 1 I ON GRADE ( I I - F.-... (TYPICAL) A. I I I Y i I T.O. SLAB EL. I m " I I I I I I I I 5 „ „ » I S-300 5 1 -8 x 3'-4' 1 -8 x 3 -4 I I I a I 4 S-301 CONCRETE PIER CONCRETE PIER I 3 -1 4 d•d i i i S-301 I ° I � 1 '• I „ I I I I I key plan • I 7'-6" 1'-4" 21-3" F5.Ox4.0 - ———F5.Ox4.0 F5.Ox4.o_ — ° d r- -- — ----- r -- ---- — r------I---- ---- L — ------- -- --- -- -------- ------- -----10 L------------- ---J 0 L------------J ° { I A -------- ------ ---- I ° I _ ` [-6'-11"] [-7'-4"] [-9'-4"] —11'-4"] r 9'-10" ° 5'-1" 21'-0" 15'-03�° i� '-11y' �' I = 1 4 • ~ 4 I 710 1123-21' oo d • � I � 1 L ° . � 'd I client N `r F4.T I Dana Ben Ari &Nikola Duravicevic oo / 1 "6 1 1 I 282 Washington Avenue -301 3 a "' I I - 4 8 REINFORCED CONCRETE FROST TOP OF BRACING WALL Brooklyn L-—————— — ————J I i� ^ S-300 WALL ABOVE. BOTTOM OF WALL STOPS 12" BELOW I NY 11205 S-300 ° I F11.Ox7.0 I ' �r I - - - - - - - - - - [-12'-4"] I i ELEVATION 3 -6 BELOW GRADE UNDERSIDE OF SLAB ON C) I architects (TYPICAL). SEE GEOTECHNICAL FOR GRADE 2 1 ° FILL COMPACTION REQUIREMENTS I Shenton Architects LLP 1 I `ter a. FOR GRADE BENEATH SLAB AND 195 Plymouth Street .� S-301 6 CMU SUPPORT FROST WALL I Brooklyn I j� u j WALLS (TYPICAL r I NY 11201 1''-6" X 1'-6" J--� AT FIREPLACE) SO- IL REINFORCED ^ CONCRETE PIER `r a 68 Jay Street,#501 f 1 I REINFORCED I Brooklyn NY 11201 I L I CONCRETE PIER — — — — — — — — — — F4.G I I°„ I structural engineer Si►man LO 32 Old Slip, 10th Floor S-300 I I M i New York NY 10005 2" RAT SLAB AT 1 i d 3A CRAWLSPACE I ; — — — — — — 1 S-300 I a , � , d.. I � '� (TYPICAL) I j.a I mep engineer \ 2LS Consulting Engineers T.O. SLAB EL 150 West 30th Street T LO -5 —3 I f' I New York -� .,d I ; . m NY 10001 "' I — — — — — - — civil 3. DB Bennettef 14 20 Inkberry Street d. I � 1, I East Hampton NY 11937 - — — — — i —————————— L- --------1 J - d � surveyor ° °• ° Nathan Corwin Land Surveyor a a 41 a I 1586 Main Rd. Jamesport NY 11947 y F4.0 F4.0 21'-4" I project title 2 I East Marion House S-300 ° I Rocky Point Road, East Marion, NY ° ° I 12" REINFORCED CONCRETE W LL � I drawing title SUPPORTING LATTICE WALL AB E. 30,_2„ 1 FOUNDATION N DAT)O N /1N D BASEMENT PLAN FOUNDATION AND �10 SCALE: 1/4"=1'-0„ I BASEMENT PLAN 6 LOADS: S-301 ° DL=90 PSF LL=40 PSF I status Permit project no. 1410 d ° a I scale �4' = 11-0" drawn by I --�-- • • •• ` . : .. . a ••. d . . . .• a. �. �- . .d : . ° - • a - ..d I date � — — 16 page 1 f 15 I I 2.05.20 0 drawing no. S- 100 . 01 I _ I SILMAN#15989 ------------- ------- —------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - All dimensions to be checked on site.Do not scate. S-300 --- ------ -------- ——————- NOTES: 1., TOP OF FINISH FLOOR EL. 0'-0" U.O.N. THUS: Fx x� CBP_i CBP-1 ------- -------- -5:Y TOP OF JOIST SHALL BE 4') BELOW FINISH ............... FLOOR U.N.O. THUS: (X'_Xpl). 9-——— —— ———————————————————- - 3. TOP OF STEEL SHALL MATCH TOP OF JOIST U.O.N. AS THUS: <X'-X">. V1 LF 4. SEE S-200 FOR GENERAL NOTES. 5. SEE S-200 SERIES FOR TYPICAL DETAILS @ ENGINEERED LUMBER INCLUDING ALLOWABLE. CUTS A FOR MEP. -200, FOR STEEL PAINT 6. SEE GENERAL NOTES, S REQUIREMENTS, TYPICAL. 7. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING WITH MECHANICAL, PLUMBING AND ELECTRICAL. SYSTEMS. it-oil 8. MAINTAIN OPEN JOIST BAY ON CENTERLINES OF it-of) WINDOWS, TYPICAL U.O.N. h 9. COORDINATE JOISTS LOCATIONS WITH ALL RECESSED z -—--—--—--—-- LIGHTING )J PRIOR TO JOIST INSTALLATION, SEE ARCHITECTURAL DRAWINGS FOR LIGHTING -7 1 INFORMATION. 3 10. ALL POST TO BE BRACED AT EACH FLOOR LEVEL. PROVIDE ADDITIONAL TWO (2) NS-300r JOISTS BETWEEN UNDERSIDE OF SUBIFLOOR AND CONTINUOUS SILL PLATE 5 S-301 7 —————————— LEGEND: —————————— ——————---———- INDICATES 14 TJI 360 @ 12" O.C. JOISTS, U.O.N. (3) 1 Y4"x 7Y2 LVL r4 3 4 4 4 FASTEN MEMBERSTO SLAB @ 24" O.C. (TY S-300 INDICATES STEEL BEAM Z -7 . 3 NS-3007 P) S-300 WP-X q (2) #5 BARS FROM TYPICAL (2) 1Y4"x 7)/2" LVL INDICATES FOUNDATION WALL EMBED PLATE STEEL 0 CONNECTION - SEE TYPICAL DETAIL, S-203 JOIST BETWEEN UNDERSIDE LOW PROJECTION, THEN BACK UP STEP IN SLAB C) OF SUBFLOOR AND AND WALL, SEE I I I INTO TYPICAL PROJECTION CBP-X INDICATES COLUMN BASE PLATE - SEE SCHEDULE, CONTINUOUS SILL PLATE TYPICAL DETAILS . ........ FBP-1 S-203 ............. PROVIDE SINGLE TJI OR RIM CBP-11 ' PROJECTION, STEPPING DOWN TO (2) 1Y4" x 14" LVL --- --------- -------------- --- -- ---- ---------- ----- --- ---------- ----------- - ------ -- ----- L------- -- ---- -------- -------------- -1------- ------- 13 INDICATES WOOD POST (5Y4" X 54" PSL U.O.N.) 0 INDICATES STEEL POST (3" DIAMETER STD PIPE U.O.N.) 8 8Y2 Y2" 8 LLF CBP-4 CBP-4 CBP-'l Y2 CBP-4 INDICATES STEEL POST (4Y2" SOLID ROUND BAR U.O.N.) L LL CBP_i X; 0 —————————— ———————— /&C /&0 INDICATES POST ABOVE ONLY "0 WP-2 WP-2 revisions CD I WP_1 - - T - - - - - - - - INFILL DEPRESSION WITH \0/0 \0/0 \0/0 INDICATES POST BELOW ONLY aJ8.02.16 Revisions to Permit Set LF PROVIDE #4 BARS @ 12" O.C. LF LF 4 - - - - - - - - - - - - AT MID-DEPTH FOR LOW SLAB SAME CONCRETE USED FOR (TYPICAL) Of INTERIOR SLAB INDICATES 6" NORMAL WEIGHT CONCRETE SLAB ON GRADE - - - - - - - - - - - - 6X6 W2.OxW2.O WELDED WIRE FABRIC REINFORCED W Ir - - - - - - - - - - - - - I Of r-----I 0 L-----i INDICATES CONCRETE WALL/CONCRETE PIER BELOW I n > - > INDICATES THERMAL BREAK IN CONCRETE PORCH SLAB I - - - - - - - - -7 _J�a - - - - :D __J DOUBLE LVL HEADER OVER Cn (ARMATHERM FR OR APPROVED EQUAL) I CRAWLSPACE ACCESS HATCH, C/) T T seat&s na DEPTH TO MATCH ADJACENT LO _J _J INDICATES 6" ONE-WAY NORMAL WEIGHT CONCRETE SLAB Me 11 - : -4- / 6 JOISTS -7 CD x �x x JR C) WITH #4 @ 12" O/C TOP AND BOTTOM AND #4 @ 12" 0 O/C TRANSVERSE BARS BOTTOM 1�tl 51 x x INDICATES STEP IN SLAB ON GRADE T7- 77F PROVIDE ADDITIONAL 5 STONE TUB — 5 TWO (2) JOISTS INDICATES WOOD BEARING/ SHEAR WALL ABOVE MAX WT. = 2300 1 4 4 BETWEEN.UNDERSIDE 2x6 MINIMUM SEE ARCH'L DRAWINGS FOR ACTUAL ti-Jul LBS (WITH WATER) S-301 OF SUBFLOOR AND O.N. A-1 CONTINUOUS SILL PLATE 42"x12" C key plan ONCRETE A BEAM. SEE SECTION -J-. WP-2 -L-WP-2 WP_1 FOR REINFORCING T.0 - -- ---- ---- -------- 1�1771_ -- --------— -- ------- - ---------- - - ---- ---- -- ----- --------------- _J P 1 ----- -- -- -- FF F C CBP-1 _3 CBP 4 CBP-4 CBP-4 T.O.S. EL. �O t-:p L--------- - ----------- > ---------- -------------- ------ --- -- -------- j M _>J 0 J L -- --- ------------------------ 0 CBP-2 --------------- ------------ ------ - ------- ------- I CBP-3 -7.Ill 4- C) 'q- 0 PROVIDE ADDITIONAL REINFORCING client L BARS AT CRAWLSPACE VENTILATION Dana Ben Ari &Nikola Duravcevic L———— —————— S 30 4 282 Washington Avenue `7N OPENING PER TYPICAL DETAIL, S-201 (TYPICAL TWO LOCATIONS 3 S-300 NY 11205 AT EACH CRAWLSPACE) S-300 CBP_3 - - - - - - - - - - - - 6" CMU SUPPORT WALLS architects 6" XS STD PIPE BELOW (TYPICAL BENEATH Shenton Architects LLP 2 FIREPLACE) 195 Plymouth Street Brooklyn -AS-301) NY 11201 6" STRUCTURAL I SLAB WITH CBP-2 SO- IL CBP-3 68 Jay Street, 501 #4 @ 16- O/C BOTTOM Brooklyn BARS EACH WAY (TYP-) NY 11201 T.O.S. EL. +0'-2" - - - - - - - - - - - - structural engineer 3A Silman 32 Old Slip, 1 Oth Floor '��500 CBP-3 New York 3A� NY 10005 xs-30�r 6" XS STD PIPE - - -- - - - - - - - - - mep engineer 2LS Consulting Engineers 150 West 30th Street New York NY 10001 CBP__3 4, 0 - - - - - - - - - - ci I.engineer DB Bennett 20 Inkberry Street East Hampton 6" XS STID PIPE NY 11937 /A — — — — — — — — — — — — ——————————— —— ———/5 surveyor J Nathan Corwin Land Surveyor — ———————— —— ———— —————————— CBP-2 CBP-2 1586 Main Rd. Jamesport NY 11947 project title 2 S-30� East Marion House Rocky Point Road, East Marion, NY drawing title q FIRST FLOOR FRAMING PLAN 6 S-101 SCALE: 1/4"=1'-0" FIRST FLOOR FRAMING PLAN LOADS: DL=65 PSF DL @ EXTERIOR PORCH SLAB 130 PSF status project no. L——————————————————————————————— - ———- __ I I Permit 1410 LL=40 PSF L--------------------------------------- I - - - - - - - - - - - - LL @ EXTERIOR PORCH SLAB 60 PSF scale drawn by —————————— —————— —— --- ——— — ———— ————————— ———— Y411 = 1 1-011 .......... ....... ............... — — — — — — — — — — — — ———————— - ———————— —————————---——————————— -----_----- date page STEEL LATTICE WALL ABOVE 02.05.2016 2 of 15 SEE ARCHITECTURAL DRAWINGS drawing no. CBP_i S- 10 1 . 01 . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - 7 SILMAN#15989 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — All dimensions to be checked on site.Do not scate. A 1 PLYWOOD SHEATHING SCREWED AND GLUED TO ROOF.RAFTERS PLYWOOD SHEATHING NOTCHED AT RAFTERS ROOF RAFTE�/RS PLYWOOD SHEATHING (TYP.) (SEE L, N) NOTCHED AT RAFERS (TYP.) 2x STUDS @ 16" O.C. 2x STUDS @ 16" O.C. (SEE ARCH'L DRAWINGS FOR STUD (SEE ARCH'L DRAWINGS SIZE-2x6 MINIMUM) SEE FOR STUD SIZE-2x6 IV MINIMUM) SEE TYPICAL SHEAR WALL DETAILS, DETAILS, S-204 & S-205 R OF RAFTERS (SEE PLAN) S-204 & S-205 PLATE WASHER AT BOTTOM o., OF COUNTER—BORED HOLE 4" PLYWOOD SHEATHING P E WASHER AT BOTTOM 0 COUNTER—BORED HOLE WITH DOUBLE NUT. FILL WITH EPDXY AFTER AT ALL EXTERIOR WALLS Wft DOUBLE NUT. FILL .-R (TYP.) WITH EPDXY AFTER Y8"O x6" LONG LAG SCREWS Y��',',O THRU—BOLT IN 1 PLYWOOD )/2"0 THRU—BOLT IN -ERSIZED HOLE FILLED AT 16" O.C. (8" OFFSET FROM OV SHEATHING SCREWED OVERSIZED HOLE FILLED vii rH EPDXY 2x STUDS @ 16" O.C. (SEE LAG SCREWS IN FACE OF AND GLUED TO ROOF WITH EPDXY LVL RIM JOIST FOR RAFTERS ARCH'L DRAWINGS FOR GLULAM) AND 6" FROM EACH DIAPHRAGM ATTACHMENT S LID HARDWOOD SHIM (2) Y8"O x5" LONG LAG SCREWS PLATE WASHER END I STUD SIZE-2x6 MINIMUM) SPIKED TO GLULAM (TYP-) Ix AT 16" O.C. AND (2) AT 4" SEE TYPICAL SHEAR WALL FROM EACH END x Y4" PLYWOOD DETAILS, S-204 & S-205 PLYWOOD SUBFLOOR P �TE WASHER JOISTS, ONE EACH SHEATHING AT ALL (8" OFFSET FROM LAG SCREWS IN FAdE V4" T&G WOOD SHEATHING SCREWED AND GLUED TO P YWOOD SHIM Y8"O x6" LONG LAG SCREWS SIDE OF RAFTERS OF GLULAM) AND 6" FROM EACH END EXTERIOR WALLS SCREWED AND GLUED TO �I I JOISTS AT 16" O.C. (8" OFFSET FROM (TYP-) (TYP.) PLYWOOD SHIM Ahl P MATCH STUDS ABOVE P BFLOOR ALL EXTERIOR WALLS (TYP.) LAM) AND 6" FROM EACH PAF's THRU DOUBLE ROOF RAFTERS WE AND GLUED TO SCREWED AND GLUED 0 Y4" PLYWOOD SHEATHING AT V, L�WOOD SUBFLOOR 2x FURRING STRIPS TO SCREWS IN FACE OF LYWOODISU SOLID BLOCKING END FLOOR JOISTS BETWEEN CEILING BOTTOM PLAIL INIU JOISTS I TOP FLANGE OF (SEE PLAN) STEEL Z P. 2x FURRING STRIPS PAF's THRU DOUBLE ------ Wy Top BOTTOM PLATE I TO MATCH STUDS co SKYLIGHT ABOVE bo 2x FURRING STRIPS TO PAF's THRU DOUBLE FLANGE OF STEEL "Z" SOLID BLOCKING MATCH STUDS ABOVE (SEE ARCH'Q BOTTOM PLATE INTO TOP J BETWEEN JOISTS (TYP.) E -1 FLANGE OF STEEL "Z" AT KNEE WALL (TYP.) PAF's TH R U ABOVE (TYP.) 2x FURRING STRIPS TO L M=FhANGE=Q.E:: MATCH STUDS ABOVE EEL.-f Z—" �TYP,) FLOOR JOISTS (SEE PLAN) JOISTS .(SEE PLAN) NOTE: SOLID BLOCKING BETWEEN JOISTS AT KNEE WALL GLULAM (SEE PLAN) RECOMMEND TEMPORARILY SHORING� CANTILEVERED PAF's THRU BLOCKING STEEL "Z" (SEE PLAN) 11Z11 I ABOVE (TYP.) ENDS OF LVL BEAMS UNTIL FLOORS JAND WALLS ARE STEEL E I GLULAM (SEE PLAN) HSS AT 3A (SEE SIMILAR INTO BOTTOM FLANGE OF COMPLETED AND INTEGRATED WITH I ONE ANOTHER PLAN) AT SECTIONS 8 & 9, THIS (2) Y8"O x5" LONG LAG SCREWS (2) Y8"O x5" LONG LAG SCREWS STEEL "Z" (TYP.) TO ACT COMPOSITELY. AT 16" O.C. AND (2) AT 4" SHEET) AT 16" O.C. AND (2) AT 4" FROM EACH END FROM EACH END 2x STUDS @ 16" O.C. (SEE ARCH'L STEEL "Z" (SEE PLAN) DRAWINGS FOR STUD SIZE-2x6 NO "Z" AT 2A — SEE GLULAM (SEE PLAN) GLULAM (SEE PLAN) MINIMUM) SEE TYPICAL SHEAR WALL 1 S-400 DETAILS, S-204 & S-205 I SECTION K�2�2A SECTION K�3�3A SECTION r4 SECTION 2x STUDS @ 16" O.C. S-400 SCALE: 1"=if—Olp (SEE ARCH'L DRAWINGS S-400 S-400 SCALE: 1"=l'—O" S-400 S-400 SCALE: 1 1 1-0" 10, SCALE: 1"=l'—O" FOR STUD SIZE-2x6 MINIMUM) X 1" PLYWOOD SHEATHING 1 PLYWOOD SHEATHING SCREWED AND GLUED To SCREWED AND GLUED TO ROOF RAFTERS ROOF RAFTERS PLYWOOD SHEATHING PLYWOOD SHEATHING NOTCHED AT RAFTERS NOTCHED AT RAFTERS revisions (TYP.) (TYP.) ROOF RAFTERS (SEE PLAN) — — — — — — — — — — — 2x STUDS @ 16" O.C. (SEE PLATE WASHER AT BOTTOM 2x STUDS @ 16" O.C. (SEE PLATE WASHER AT BOTTOM — — — — — — — — — — — — OF COUNTER—BORED HOLE ARCH'L DRAWINGS FOR STUD ARCH'L DRAWINGS FOR STUD —BORED HOLE OF COUNTER WITH -DOUBLE NUT. FILL SIZE-2x6 SIZE-2x6 MINIMUM) SEE WITH EPDXY AFTER MINIMUM) SEE WITH DOUBLE NUT. FILL — — — — — — — — — — — — A TYPICAL SHEAR WALL DETAILS, TYPICAL SHEAR WALL DETAILS, WITH EPDXY AFTER — — — — — — — — — — — — —204 & S-205 S Y2"O THRU—BOLT IN S-204 & S-205 Y2"O THRU—BOLT IN — — — — — — — — — — — — — — — — — — — — — — — — OVERSIZED HOLE FILLED WITH EPDXY OVERSIZED HOLE FILLED 2x STUDS @ 16" 0 C WITH EPDXY Y4" PLYWOOD SHEATHING Y4" PLYWOOD SHEATHING + (SEE ARCH'L DRAWINGS AT ALI EXTERIOR WALLS AT _v 2x STUDS @ 1� I SOLID HARDWOOD SHIM FOR STUD SIZE-2 Id, seat&signature ALL EXTERIOR WALLS 16" O.C. x6 SOLID HARDWOOD SHIM (SEE ARCH'L DRAWINGS A f I I . MINIMUM) SEE TYPICA (TYP.) FOR STUD SIZE-2x6 (TYP.) L 4 PLATE WASHER MINIMUM) PLATE WASHER SHEAR WALL DETAILS, S-204 & S-205 r N."O x6" LONG LAG SCREWS Yh"O x6" LONG LAG SCREWS AT 16" O.C. (8" OFFSET FROM Y4 PLYWOOD SHEATHING A] I b" O.C. (8" OFFSET FROM Y4" PLYWOOD SHEATHING 9/4- T&G WOOD SHEATHING LAG SCREWS IN FACE OF 9/4" T&G WOOD SHEATHING LAG SCREWS IN FACE OF AT ALL EXTERIOR WALLS AT ALL EX- SCREWED AND GLUED TO GLULAM) AND 6" FROM EACH SCREWED AND GLUED TO GLULAM) AND 6" FROM EACH (TYP-) ROOF RAFTERS (TYP.) ROOF RAFTERS END END PLYWOOD SHIM PLYWOOD SHIM \4 '14 ey p an PAF's THRU DOUBLE PAF's THRU DOUBLE ——— ——————— BOTTOM PLATE INTO TOP BOTTOM PLATE INT OF STEEL HSS AND OF STEEL HSS AND HSS (SEE PLAN) 00 HSS (SEE PLAN) PAF's THRU DOUBLE CONTINUOUS L (TYP.) PAF's THRU DOUBLE CONTINUOUS L (TYE,) 100, BOTTOM PLATE INTO TOP BOTTOM PLATE INTO TOP L3X30/16 WELD ED—TG—HC1C1 i L300/16 WELDED TO HSS FLANGE OF STEEL "Z" FLANGE OF STEEL "Z" x X, It (TYP.) (TYP-) (TYP.) (TYP.) N7 (2) Y8"O x5" LONG LAG SCREWS RM 2x FURRING STRIPS TO 2x FURRING STRIPS TO 2x FURRING STRIPS TO 2x FURRING STRIPS TO _J MATCH STUDS ABOVE AT 16" O.C. AND (2) AT 4" MATCH STUDS ABOVE MATCH STUDS ABOVE MATCH STUDS ABOVE FLOOR JOISTS AT 5A FROM EACH END SEE 2/S-400 PAF's THRU BLOCKING PAF's THRU BLOCKING PAF's THRU BLOCKING PAF's THRU BLOCKING GLULAM (SEE PLAN) INTO STEEL L (TYP.) INTO BOTTOM FLANGE OF (2) 3/8"0 x5" LONG LAG SCREWS INTO STEEL L (TYP.) INTO BOTTOM FLANGE OF STEEL "Z" (TYP.) AT 16" O.C. AND (2) AT 4" STEEL "Z" (TYP.) -3/8 WELDED TO FROM EACH END L5x5x HSS L5x5x3/8 WELDED TO HSS client STEEL "Z" (SEE PLAN) (TYP-) STEEL "Z" (SEE PLAN) 2x STUDS @ 16" O.C. (TYP.) Dana Ben Ari& Nikola Duravcevic GLULAM (SEE PLAN) (SEE ARCH'L DRAWINGS 282 Washington Avenue FOR STUD SIZE-26 MINIMUM) r8 Brooklyn 5�5A SECTION 6 SECTION 7 SECTION SECTION NY 11205 SCALE: 1"=1.—Opp SCALE: 1"=l'—O" SCALE: 1"=l'—O" SCALE: 1"=1#—Opp — — — — — — — — — — arcWitects Shenton Architects LLP LVL RIDGE BEAM (SEE PLAN) 1 yp N 1 yp I 195 Plymouth Street LATTICE Brooklyn 1 PLYWOOD SHEATHING 3/4" 0 BOLTS (4 TOTAL) BARS NY 11201 SCREWED AND GLUED To (TYP.) ROOF RAFTERS SO- I L 9/4" T&G WOOD SHEATHING .... ..... 68 Jay Street, 501 C14 i SCREWED AND GLUED TO PLYWOOD SHEATHING ROOF RAFTERS Brooklyn NOTCHED AT RAFTERS to NY 11201 (TYP.) — — — — — — — — — — — — structurat engineer Y8" PLATE SADDLE ROOF RAFTERS (SEE PLAN) 10" TALL x 9" LONG Silman 2x STUDS @ 16" O.C. (SEE 32 Old Slip, 10th Floor PLATE WASHER AT BOTTOM New York ARCH'L DRAWINGS FOR STUD SIZE-26 MINIMUM) SEE OF COUNTER—BORED HOLE 6"x1Y2"x2Y4" BAR WELDED NY 10005 TO UNDERSIDE OF TYPICAL SHEAR WALL DETAILS, WITH DOUBLE NUT. FILL I — — — — — — — - -- — — — WITH EPDXY AFTER SADDLE ALIGNED WITH mep engineer S-204 & S-205 11 If I It It 2x STUDS @ 16" O.C. (SEE LATTICE LAYERS (TWO 11�3 2LS Consulting Engineers 11 TOTAL) L 11 .. ARCH'L DRAWINGS FOR STUD if if 11 11 if I if 150 West 30th Street Y2"O THRU—BOLT IN I I I 1 11 11 1: :I Ii Y4 PLYWOOD SHEATHING OVERSIZED HOLE FILLED 11 If it It I, If 11 4 LATTII E/ New York SIZE-2x6 MINIMUM) SEE RAFTER BETWEEN I AT ALL EXTERIOR WALLS TYPICAL SHEAR WALL DETAILS, 11 It if 11 it It 11 NY 10001 WITH EPDXY if LAYERS (TYP.) S-204 & S-205 11 if 11 If If _T_ It It - - - - - - - - - - - - It civilengineer ry SOLID HARDWOOD SHIM 3 11 if 11 1 11 It 11 1 if Y8 0 THRU—BOLT AT 2)—Ol$ CROSS BARS BETWEEN -r,` I V H DB Bennett Y4" PLYWOOD SHEATHING O.C. AND 4" FROM EACH 11 1! 1i I! It 1 11 11 11 11 1! LATTICE LAYERS 20 Inkberry Street X PLATE WASHER AT ALL EXTERIOR WALLS END I I if K'—RLYWOO PLYWOOD SUBFLOOR East Hampton r r if 11 if -A SECTION A—A 9/4" T&G WOOD SHEATHING (TYP.) HEATH.K SCREWED AND GLUED TO NY 11937 if SCREWED AND GLUED TO JOISTS PLYWOOD SHIM A - - - - - - - - - - - - surveyor ROOF RAFTERS L3x3X-5/16 WELDED TO HSS FLOOR JOISTS Nathan Corwin Land Surveyor (TYP.) PLYWOOD SUBFLOOR (SEE PLAN) ------- 1586 Main Rd. Jamesport SCREWED AND PAF's THRU DOUBLE GLUED TO JOISTS NY 11947 BOTTOM PLATE & BLOCKING INTO TOP & L5x5x3A WELDED TO HSS project title SIDE OFSTEEL HSS (TYP.) it C14 (TYP.) HSS (SEE PLAN) Y4" 0 BOLTS (4 SKYLIGHT — if East Marion House PAF's THRU DOUBLE TOTAL) 3/4" PLYWOOD SHEATHING 0— BOTTOM PLATE INTO TOP (SEE ARCH'Q Rocky Point Road, East Marion, NY CONTINUOUS L (TYP.) 3/8" PLATE SADDLE AT ALL EXTERIOR WALLS Y2 v FLANGE OF STEEL HSS & PLYWOOD SHIM (TYP.) 10" TALL x 9" LONG L RIDGE—BEAM EE drawing titte 7� 2x FURRING STRIPS TO V: PAF's THRU DOUBLE TOP -PLAN) SUPERSTRUCTURE MATCH STUDS ABOVE PLATE & BLOCKING INTO FLOOR JOISTS (SEE GLULAM (SEE PLAN) SECTIONS I BOTTOM & SIDE OF STEEL 6"x1)/2"x2Y4" BAR WELDED PAF's THRU BLOCKING HSS (SEE PLAN) HSS (TYP.) PLAN) TO UNDERSIDE OF SADDLE FLITCH BEAM (SEE PLAN) ALIGNED WITH LATTICE INTO BOTTOM FLANGE OF iYh7x1%" LATTICE status project no. 0 -------- LAYERS Permit 141 STEEL L (TYP.) 2x STUDS 6 16" O.C. (SEE a�13S Mn — — — — — — — — — — — — ARCH'L DRAWINGS FOR STUD scale AS NOTED drawn by SIZE-26 MINIMUM) SEE CROSS BARS BETWEEN — — — — — — — — — — — — TYPICAL SHEAR WALL DETAILS, LATTICE LAYERS V date page S-204 & S-205 02.05.2016. 14 of 15 SECTION SECTION drawing no. 9� SECTION ENGN SCALE: 1"=l'—O" S-400 SCALE: 1"=l'—O" ��4O 0 SCALE: 1."=1'—O" S-400 ) SCALE: 1"=l'—O" A S-400 .orl ..................... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SILMAN#15989 — — — — — — — — — — — — — — — - — — — — — — — — — — — — — -- — — — — — — — — — — — — — - — — — — — - — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — — - — — — — — — — — — — — I All dimensions to be checked on site,Do not scale. I SOLID HARDWOOD BLOCKING OR SINGLE PIECE TAPERED PURLIN. SEE 4/S-401 . FOR SIMILAR THRU—BOLTING DETAIL BETWEEN RAFTER AND PURLIN. (TYPICAL) NOTE: FOR BOLTING OF FINAL RAFTER WHERE PURLIN SITS IN SADDLE CONNECTION, BOLT MUST BE INSERTED 1 BEFORE PURLIN PLACED IN SADDLE I RAFTER BETWEEN LATTICE I LAYERS I I GLULAM PURLIN (SEE PLAN) %4"O BOLTS (4 TOTAL) I A4�15111�, =L61 I J�16i N - 13/"x13/" LATTICE Ll o BARS TYP. %" PLATE SADDLE 10" TALL x 9" LONG i 6"xY6"x2%4" SHIM. PLATE V WELDED TO UNDERSIDE OF SADDLE ALIGNED I I I I Al I 1 WITH LATTICE LAYERS I sraT V I- —A - 5/a" T&G WOOD SHEATHING IA J--' SCREWED AND GLUED TO ROOF RAFTERS — — CONTINUOUS TAPERED BLOCKING BETWEEN TOP CROSS BARS BETWEEN s „ OF W14 AND UNDERSIDE PLATE WASHER AT BOTTOM 1 LATTICE LAYERS /4 T&G WOOD SHEATHING OF SHEATHING (TYPICAL) OF COUNTER—BORED HOLE I q SCREWED AND GLUED TO WITH DOUBLE NUT. FILL 9" ROOF RAFTERS WITH EPDXY AFTER I RAFTER BETWEEN LATTICE 2 — _ HSS (SEE PLAN) PROVIDE i�f HSS BEFORE AND BEYOND (SEE „ „ I LAYERS — i . PLAN). CAREFULLY COPE TO W14 (TEFL Z )F/S CONTINUOUS SHIMS AS REQUIRED 'f;�� 1 s BETWEEN HSS AND UNDERSIDE �/� ' AND CONNECT WITH PARTIAL PEN ,'`�;�' SEE PLAN OF SHEATHING. PROVIDE PAF's WELDS GROUND SMOOTH AND / N THROUGH DECKING, SHIMS, AND / i READY FOR ARCH L FINISH. PROVIDE !y, /. PAF'S THROUGH DECKING, TAPERED i I — --`�—_—...`_�_-- INTO HSS 2 AT 12" O.C. , C) BLOCKING, AND INTO THE TOP LO j ._. — ----- _,.�_— --- FLANGE (2 AT 12" O.C.) / / GLULAM (SEE I 1 = ROOF RAFTERS (SEE PLAN) r. BOLTS (4 TOTAL) ++ �f,�� \ � j ROOF RAFTERS BEFORE PLAN) AND BEYOND (SEE PLAN) I �J I PLATE WASHER WITH DOUBLE NUT. FILL WITH EPDXY AFTER Y THRU—BOLT IN OVERSIZED w W14 (SEE PLAN) HOLE FILLED 'WITH EPDXY 6"xYs"x2%" SHIM PLATE STEEL POST (SEE WELDED TO UNDERSIDE OF 3/6" PLATE SADDLE I " I Y � THRU—BOLT WITH PLATE PLAN) PL 1'-4" x %" x 5" FULL SADDLE ALIGNED WITH 10" TALL x 9" LONG NOTCH RAFTER CAREFULLY z NOTCH RAFTER CAREFULLY PEN WELDED TO STEEL POST LATTICE LAYERS ' AROUND HSS WASHER IN OVERSIZED HOLE FILLED AROUND HSS & MORTISED INTO UNDERSIDE I 13/"x1%" LATTICE ( I WITH EPDXY. COUNTERBORE 1 DEEP OF GLULAM BARS TYP. l INTO RAFTER TO ALLOW WOOD PLUG ( ) I TO CONCEAL BOLT HEAD I I A I 1 4 SECTION I 1 SECTION 2 SECTION 3 SECTION I revisions I 1 S-401 SCALE: 1"=1'-0" S-401 SCALE: 1"=l'—O" S-401 SCALE: 1"=l'—O" S-401 SCALE: 1"=1'—O" I — — — — — — — — — — — — I NON—LOAD—BEARING WALL I — — — — — — — — — — — — BEFORE/ABOVE (SEE PLAN) TRIPLE LVL — PL 0'-8" x %" x 5" FULL RIDGE BEAM 1 — — — — — — — — — — — — MORTISED CONCEALED I I PEN WELDED TO TOP OF POST 1 — — — — — — — — — — — — OR CONNECTION APPROVED EQUAL.RPA ( I — — — — — — — — — — — STEEL "Z" F/S (SEE PLAN) CAP PLATE WELDED CONNECTOR BY CONCEALED 1 STEEL HSS NO SPLICE PERMITTED AT THIS TO END OF W14 TO OR APPROVED EQUAL (SEE PLAN) CONDITION RECEIVE CONNECTOR seal&signature COMPONENT I �� 2RA q L——J WELD HSS TO POSTS ROOF RAFTER (SEE PLAN) r+tla WELD HSS TO I R rA PLATES (TYPICAL I I 8,9 's TOP & BOTTOM) IO' SStO �' I � � I -------- --- 777 keyplan I GLULAM (SEE PLAN) GLULAM (SEE PLAN) I 1 I /s _ p _ 1 STEEL POST (SEE i )/"0 THRU BOLT IN OVERSIZE I PLAN) PL 1'-4" x Y4" x 5" FULL I HOLE FILLED WITH EPDXY T------ PEN WELDED TO STEEL POST WELD HSS TO & WELDED TO UNDERSIDE OF PLATES (TYPICAL PL 1'-4" x %4" x 5" FULL I HSS TOP & BOTTOM) PEN WELDED TO STEEL POST & MORTISED INTO UNDERSIDE OF GLULAM SLOPED/ SKEWED HSS (SEE PLAN) W14 BEAM (SEE PLA1 I I I client Dana Ben Ari&Nikola Duravicevic 5 SECTION 6 SECTION 7 SECTION 1 282 Washington Avenue Brooklyn S-401 SCALE: 1"=1'-0" S-401 SCALE: 1"=1'-0 S-401 SCALE: 1"=1'-0" I Br 11205 1 .architects Shenton Architects LLP 1 I 195 Plymouth Street Brooklyn NY 11201 SO- IL 68 Jay Street,#501 Brooklyn NY 11201 1 structural engineer — — — — — — Silman 32 Old Slip, 10th Floor I New York i I NY 10005 — — — — — — — — — — — — mep engineer I 2LS Consulting Engineers 1 I 150 West 30th Street New York , I I NY 10001 civil engineer — — — — — — — — DB Bennett 20 Inkberry Street East Hampton NY 11937 1 I — — — — - -- — — — — — — surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 1 I project title I I East Marion House Rocky Point Road, East Marion, NY I - I I I I drawing title l j SUPERSTRUCTURE SECTIONS 1 I status Permit project no. 1410 1 I scale AS NOTED drawn by — — date 02.05.2016 page 15 of 15 drawing no. S-401 . 00 a I - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - I - - SILMAN1#15989 . - . - . . � � . - . , I I __ - Att-dimensions to_bechec�eid on site.Do not scate. . � I . __� I >� � I- . I . ,,. r-,-,­, �,�,IN�� r , , , I .��� .*,Y i '4,"%.". .', T"'. � �,�­_­�O` qa%g 1-11 1. ,i�,�I. � ., � � . � �,'. "� , 1 1 � � ,, f I I-I 11-7�1.1 I I�I I , � T111--I A 11_1�1_..� I I . �. " � � , : t, I . ,- - . 1 . I I . , " ,_ I - -, .. ,it"��!_- ,� - � � � . � �Lj I - , � DiJE I k.A,��, A I Q b_ 1 1� 7._,"- , - CL_� F!--',-.q- -��5__I-(,C-- i f,:I- - ........- , . , r�­Tl�� I 111J!!�r" " �,, 5L_��_ ,�_ 1� L­,�j I C11 1. ;­ i -� I -- 1 7; C .0 . ; 4 F�,.; _U:� 1H - " f,',j', '� I [ . TRUSS PLACARD!NG RE07--tM 7(_*,-'1"`2 L " _�,,,"Iri ,�!(�F,=­-J,-�',,,I,0: � , " Foi-I, _1� .�­ .i . _�I � � - - " . ,�J -,-"�,,� F�7 C,1�' FE D �1. r!-�!�MD,l "' - I'- ,__,,�_ �- . � 'JI": -,I,-,,,') C1-N1(1Mf,­­­ - ,C)"l,�, , D!_ FOR f n I- �AJ,��il I . . ­ ! �, i .i I - ,��­&.�, .-*�,r � L,71 'cv , I . ,!,!.c,*,!­r:c"Ijo� ,.,,r,,:mu=D �. r� _! - F:r",�.-�111.!":" ,�, r1u 11 !�1�7 .. - ­� - 6 ,1.,I' "I I j! , � . Contact TOS Ergineerino at 765-1560 bcf= 3. !I`1_)�. ..!Jlot, - - I , ,T S Ccrtln- tion 4. FIN!"AL - Co�,!c,,*p,,UCT�')�,i 'V`_1�� B-,,CJrf1I1,OR Provide EnC,Incer' ,,,a - ­. . � P,': COV,oLETE F017i C,G. t'l-!,tt"dralm,Te has been 1n!!t7!11,'-'d tO CO'"- I I- At,L CIONSTRUCT110IN , t1f0_L Ml_t-ET TH'. 1 - F',E QU i R�*:I'!7 N T'S, 0 F 7 P,L-'(�,'_'),E\7:Si 0 FF N E'i`J �, - .I Y0JRI!\ STJ�TF-. -� p�:�, ­­ - FO I tj�). ­_ ,,��ON­Dl,,F ,,i 'wil-TICIN ER"ORS, , 11 DF-0101il OR CO3',1`1 _J`.1 . . I I . � � ­ 1 -1 '. � 1�1 I ' 'I , , I . .,,� - . . 11 . I.. a 1, �� I �. , � I I.. �I i 1.� 7�,�­r � - '��_ - . . I - � - z � � , I "',� , ..;-, - , (..,_,",� ,, ,'-, - , * " , , , '_ �`('DES OF .... I � -( ­�" Q - tt VA a ca � , -It:," V` 711- �J i!-� i .�- i.e. I , . 1114 11 7 . . - i�', -� CODES - V14 W . Le I 1. � , I J I , N, OWi . � - -r IL --�' -NO I W1 - I tit A',, RE-QUiRED ANP .,,D DITiONS OF I ". 11" 1� - " __ , 01 - , - .-, � - , .n, I 1� ;I � sa,1114�__��N _ � .. - � , __ . , 1�j ,--.- "N . arm House � -_-_----L,111-C 1,�1'11 It"I�ANN,3'BOARD East M i on _­­­ . 11___ - , �� �,�tF ri!r-�7 ,� ,,�,, IS"'E_�S . . I -- _.- ��� Rocky Point Road , East Marion , New York . ­ . � OCCUPANCY OR �* " ' Dwg. No. Drawing Title Dwg. No. Drawing Title - I Dwg. No. Drawing Title I USE IS UNLAWFUL I Dwg. No. Drawing Title V11THOUT CERTIFICATE A-000 Title Sheet, Drawing List, Notes & Legend A-301 North & South Elevations . S-203 Typical Details III - M-401 Mechanical Details Sheet 1 r.- - b. , I . OF OCCUPANCY . I A-001 Site Plan A-302 East & West Elevations S-204 Typical Details IV M-402 Mechanical Details Sheet 2 ­­­_­�,�_­.__ A-002 Enlarged Site Plan A-303 Partial Elevations S-205 Typical Details V I � S-206 Typical Details VI M-501 Mechanical Riser Diagrams . PLW ISER CER Tl,'-,',^,,t T13*I A-101 Basement Plan A-330 Stair 1 Plans & Sections I O,V L 151.D CONITENT C 2*F0,'7'T CERTIFfCA TE 67 0,^CUP,?r�?^y A-1 02 First Floor Plan A-331 Stair 2 Plans & Sections S-300 Foundation Sections I M-601 Mechanical Schedules I " ' " A-1 03 Second Floor Plan - S-301 Foundation Sections 11 SOLDER USED' hV' WA'TER A-1 04 Roof Plan A-601 Exterior Wall Sections SUPPL Y's YS TEt,'CA MV0 T E-300 Electrical Equipment Plans EXCEED 211 0 OF I e,o' L EA 0. A-1 05 Garage Plans, Sections & Elevations A-602 Exterior Wall Sections S-400 Superstructure Sections I -, _ . A-1 1 0 Basement Reflected Ceiling Plan A-603 Exterior Wall Sections E-501 Electrical Riser Diagram PLUMBING A-1 1 1 First Floor Reflected Ceiling Plan M-1 01 Mechanical Notes, Abbreviations & Drawing List . ALL PLUMBING WASTE &WATER LINES NEED - � L A-1 12 Second Floor Reflected Ceiling Plan C-001 Civil Site Plan M-1 02 Mechanical Symbols * EN-001 Energy Compliance Check Sheet 1 TESTING BEFORE COVERING A-1 13 Basement Electrical Plan C-002 Stormwater Management Control Plan A-1 14 First Floor Electrical Plan . . - . M-201 Mechanical Specification I P-101 Plumbing Symbols, Notes, & Schedules revisions A-1 15 Second Floor Electrical Plan S-100 Foundation & Basement Plan M-202 Mechanical Specification 11 S-101 First Floor raming an P-201 Plumbing Specifications A-201 Site Sections AA & BB S-102 Second Floor Framing Plan M-300 Mechanical Ductwork Basement Plan A-202 Building Section 1 S-103 Roof Framing Plan M-301 Mechanical Ductwork 1st Floor Plan P-300 Plumbing Basement Plan A-203 Building Section 2 M-302 Mechanical Ductwork 2nd Floor Plan P-301 Plumbing 1st Floor Plan A-204 Building Sections 3 & 4 S-200 General Notes M-350 Mechanical Piping Basement Plan P-302 Plumbing 2nd Floor Plan I A-205 Building Sections 5 & 6 S-201 Typical Details I M-351 Mechanical Piping 1st Floor Plan . P-303 Plumbing Roof Plan sea[&signature ?�ED,1/� A-206 Building Sections 7 & 8 S-202 Typical Details 11 M-352 Mechanical Piping 2nd Floor Plan .11� 1:�)\ , V�. I /I , ,,- 0 M-353 Mechanical Piping Roof Plan P-501 Plumbing Riser Diagram & Details �\� \'IN - � �Z 10) 0 - .----, )t - M --i �_____�__­.I � - I �1 * i . I 0'? 1 61 _� OP N I I _-, , I\ key plan GENERAL NOTES: LEGEND - ........­................- .......­... .� .. ..... . ...... ...............................�. .. .......I............­.... ..I I..........� -....... -.......... �. .............­­­ .......................... ­I...........­ ­­..................� -1......... .. ­ . .............. . I .......... . .. .......... � ......... � ....... ... .....­ ­.. . . ....­I 11 ......... . I I ........ . I ­....�. .... ......I.......�.......... 11 ............­ ..... ..........�.......� -......I....11 .: : : � 1. All work shall conform to the requirements of the applicable New York : . I State codes (including the Building Code, Fire Code, Residential Code, Elevation level Cable/ Data Jack � --------- : : -1--__ : Plumbing Code, Mechanical Code, Fuel Gas Code, Property Maintenance y : I : I ! -__ � Code and Energy Conservation Code), utility company requirements, and � : the best trade practices. -t-CL Ceiling level (j� Smoke Detector . . _ + ­--- I 2. Before commencing work, the Contractor shall file all required Certificates : 'A : ; : of Insurance with the Building Department, obtain all required permits, and 7M � 11 . I pay all fees required by governing New York State agencies. .�101] Room number ��) Carbon Monoxide Detector "I 1�, , I I I. I , � I , 11 3. The Contractor shall verify all existing conditions in the field prior to 1* I I �", " 'O _. commencing work, and shall report any discrepancies between drawings I i6iA A "A", I'll� " ,, �. -i�4_!�- -� . � and field conditions to the Architect. __ Door number A � Recessed Light Fixture ",I 11 ,, , - ;, "I client , , , I � I I I I I I I z "I " � Dana Ben Ari& Nikola Duravcevic 4. Minor details not usually shown or specified, but necessary for proper 1� . construction of any part of the work shall be included as if they were A Window type B i- Recessed Wet Light Fixture t . I 11 1, 11 � 282 Washington Avenue ,�" ,e tv I A , 0 W, 111111111111111111 I � '�, jf" Brooklyn � 11 * 1?1 N� �Iw_ ,� %o indicated in the drawings. 1. 1,',�, . �Ar I— � -, , I 'Z, 4A 1,1011-1 .-Cj W�W',4-� 1, NY 11205 �: "I --'V­'g � I � 'M,, -1 A �01A , ,�#,, " t , . � t ��', � I " � I I I M 5. The Contractor shall coordinate all work procedures with requirements of ,'�� I � T, IIIIiIIIIIIiII111111111111 4 , A Partition type C _1� _.____F�Cecessed Light Fixture �� , 9 , , i"04"'t I k'�k, �, I 11 � � 11010�11 I �, ,,, , � ", I , I I'll , �ji W V , � I �I architect I - � fi'­':Z "k� - . .0 local authorities. �,,*.A,, "'i, ,W, �,_ 'k , I ,,­ - , AVI&I, - R � , .� i "I , , �.1� �1 I �,Iw I, . .�, � - - � ��_ I , - I I�, q, , ­.. 1 6. The Contractor shall be responsible for the protection of all conditions and I .1 . � ,�i N � A�-, I�V , "' V!40�� ,,,�T M�4 - Shenton Architects LLP � _- �,7 �� ` " ,-"- , "I , (Slopeco A, ,�4,'�. ,,4 r. ,t,o �,41, I " Irli, �, "", I" " ;,-*�,�J , , " ��.�'P"� 1, iiv-,�-,�� �� I I IN, 0 ( ' ,�; � ,�,, � 1111111111111111111111111 I i "I", , ITIF � � L A- .." , I , Ai%."4 1� i.4 ,�R` , .0 1 195 Plymouth Street , ". "I� A 1� , "' Y� � � �, 1, , ­ �" t" " �-T, A , I materials within the proposed construction area. The Contractor shall Elevation marker Recessed Light Fixture " V I . Y,�, '! I I "t'i&, I k: �_, " , "I , 1 �; A I ,� � , . "*,� � �-Iwa * .� I I � I � 1 . I � 1 "" Brooklyn " " ,�,, �, � � ,� . I �, � \ 4P'­'-`.-.,�4, �, _-_ . I � V� z, I , . , I . . ' 'I ! 1 I 11, ( Sloped' Wet Location) it' 'i��_ , . , , I , 1411 � D ,, ­­ 1"i, ': � �� �� X - " , I I � . I - , R "I t,", , " ,I %,v �� design and install adequate shoring and bracing for all structural or I I 114 . 1 . . 11 H 1111 h1111111111111111111111 I : e, A! - lk .11 -l" �', - , . 11 ­­ ­ I I . I � - . 1111_- , ,- Z. MII'V� "?t" 1 1 . 11 _i,�4 _,� r I .1 , - � :'l NY 11201 " I . , ,,* 07� . . , I � ­ , .. I I I I � �� ,1 . � �, I . /I , , I I N, V '1-r $[ removal tasks. The Contractor shall have sole responsibility for any f , � , . � I , 1111 " I I I -I I . � I 11 - 1 1 i I tlp� 111 , 11 4 1 1 , Interior Elevation marker E - Fl. Strip Light Fixture � 111�1�',," �W­- . . I I I z 11 � ,. . I _ � , , I � I .. I " 1� ,;4r. IV SO- IL I . �4�, �0 I .1 I I ., I � I I i I �, 1 -11 ......4- , . I . I z I 'A 1 ' ­ . . I I I . � 1, "',, I �4 damage or injuries caused by or during the execution of the work. 4>� ,,�, ", - . �t, 1111 111111111111111111111111111 ", I k i�'_k * ' ' . I -it, - V,.,',;,, 3 1 . , �." - . I I I I I I , I _� 7_49- K, ". 7. The Contractor shall lay out his own work, and shall provide all dimensions 1. ,� 4 � ­,,�, 1� � � . � . .1 1, I 11 ! I I I I I i . ­-,,,,,, 'r, � 320 Livingston Street, 2nd Fl. � ,,�-7,'� -il ./" 11, '.I " .1 I . " I I I . ,! I ,� � _' V 4 1, �' , . I , -_ -1 14 , I I '�,�Z�%',,,,,, I I � I I I � . �11 �� ;�F_#,�V,*, , . I � , � ,, , I . � � i ! � I I %, 1;�11'11­ / I . , .� %"� 4 , I I- " , , Brooklyn , ,� Z ,"; , � , I . . � I , , I I , , I " ,,, � required for other trades (plumbing, electrical, etc.). id , , .1. I . I I I 11 I . I " I HIM 11 . .1111 11111111111111111H1111111, I , It, ;4tv � A41"t I I �,�-*--,,, , .il I I I I t ,t�',,,,, �, 'A'. I., " I I I . I .1 - I i � I to �, �J, " NY 11217 , Section marker F F-�:= LED Strip Light Fixture ." " ,� "�''_, 1, �,", " ` ,� I I 'll I/ 1 :7, ki, I . I 1, �Z' #Tl� T17*7ff_._, � , , , 1," , . I 11 I I ., 11 " , �,Id � I I I I 1, I �� . ,, "/ � .,."� ­�� �� ! � : L . I I .� . I � 11 . . li �e i � :" I ", , � . , , I // , , , I . ,� "I � I I I i I � I I I . ", � ,r; I , ,� - ,ir ! 'I 1 1 11 I I I ., '�T a:1 , 4 . ,a, , , " , ,"_ , I I � 8. All rubbish, rubble, discarded equipment or other materials, empty packing �` I wsz� - -T_," I� I � I I , , .�,,.� 1, I f , I , I .: �,.-�-. ��:, , I /1 . , ' ' 1 � � _-, ,�� " , , . i � i , , I I � ,qA I cartons, etc. are to be promptly removed from the property, in barrels or 1_`1 o., " � �,'11/ ��'� . , , " , , r � ! 1 1 . I � : "; ���, �', .. � , � , , I � I ., � I bags, at such times and in such manner as appropriate. �i , 05A ,� ". * ", � .,I, I , I , ,/�, "/'���, ''I I I �_ 1111 III 11111111111111111111111 � , I . I ' ' I � ,;�,P,�,I � structural engineer I /�,, ,,.. . � I , I I . . . / . / " - ,�,� ", . , , 1�1;, �,� 1 1 1 ! I I � � : , �," ,, I I tt 0 .r. �' I .i_ -1 /,' I � , ," ,.,� '.I ","",-, -,,,,�,, , ,. I � �. � . . � . . . � ,, �,i,,y!, , `� ". I J,, , , I i �1, 1, I I ,-,k "V , ,; , - .,,� , , , �,,,I, ". ,� , :,�,,� I'll.; 'd, r ���.�� �I I I I i i I I : i ,. � � 141%, 6 oQ " Silman Associates � Wall Section marker G F__1 LED Uplight Fixture � `-,�, ­ " "' "I �, I - � I /,� . . . . . . I . _,_ , I "'.'r. I . I -­� , . , , " I I . , " , I . , , , I . � I T,�,, , , ' ' , �� 1- .", ��, I I , ; I I I � , 9. 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Power Sources for Smoke Detecting Devices: Dwelling units shall be - . � . , "� , . " " \ � , �� _,�,`._-�4,i�,' ii;,4 04 W ,;,,.;* -, , � � _- ,�Q , """\""\"�"""\�,\�\",\\���,,,, _. i�1�1;1`111'1�1'1 il \ , �; " 11\\,,�'�',`, ,."",-i"�, ,,,'\',,,',,'-' �x�"4,'T-,14, 11 , I ,,% , "'. W��11� 1.14-111-1- F ` ",-� " -"ii ,Rg""I,­�111`11�-V­,-­�,,%i­,,�,, ",�, , , ", , ` - , ,,\ , , , � � , S� ,,­� ,� , I ,'\,\, V­,q ,,, , � ,1, � � , , 'T * " , ,"i, ;�""�,',­,,_ ", J, , , , , , " � , equipped with smoke detecting devices receiving their primary power from Half Switched Duplex Outlet N (�) Interior Wall Sconce ., ,,, " . "" :�`I z"Z \, "- , " , - , ,�4 " \ , ,� �� V ", , - ,,,, ,�_ the building wiring and there shall be no switches in the circuit other than � ,,�Z`,\­' \,\7 Rl�lli , ,,1,�., E, ',t� 6 � """,, ,,,, ,-'&,\i,,,W - :; ," , ....." - � - I., , _ �,� "I", 1, . Ai 'm ,'�� - , �� ,\i�,­ "' , ��, I "\1 � " , , INIQ - , � �i�,� -."-,4-- , M � , 1 .44i� " ''' . Q, ­� �, - ig­�� �­- 'i�-! ,W , ��', ,\� I , , ,�, M_� �,1, , .1-1 ,\\,\\\,\,.\ n SK1,111 1\11�11 ,I Jamesport 4%i, 'i . �, �-,,­'-', �, �, I I --x""'i" , "t", ,� � \" . ", , , ,V I I ,�\" " " , ��­ �,,,,, 7 ", ,k\, ­, -_�'� - , ,,,, ,\ � \ I \M W\, .� , , I" t-r,_�-�-,� -ka \ -5�` V.� I \ - "'Vi -1 , , , " � �1'1"`V'�`,`�\:,",,,M\W�� �,**�;tll`l�� !�_,.,*�Ii,,U'l ,f � - I '16 "'."", i J - , u - �.i,3"",z%J"',," `" , , "i" , , ,, ""��:'","' 114 , � �,_�, ;,t� �W, 1586 Main Rd. 'r," ,,,, , 1-1 � t " 4 , - ­!�­ - �z� ,\ , _0\1,,�,,-:z,\o, !", ,I �11 , -1-"__ I - %!t� __,,_,,,',.'1" ","", _'�I� , 4-5�` 1� "'': ", , p ,�;­ " � , - : \ \1 I— , - - " " ,,ii*�, 10.14-_` , M, ,,, ,,,, k ,,,, , IN t-P�#4-k " ,",- \ 1� �,,, , ,� , , ,� ,\\,�\�,� � S", , "'N4 KF,,�", "",-,',, �,, ,," �,� �, , `"I � :\g ,-- , \ M " , " I , - ", q " � I "" \ - if r �� i A ­\,�_, - N fliail _� _�', , _#,� P A _', L - , �� , , , the over-current device protecting the branch circuit. . , t X , , \, ,��i k__�,&, -,, On ,:� -, I WK, Ldi,,,", ,", " 4 ,:�,, \,4\, a�;�*,,�Z ���Z ,_� \ - , a , , _ ,� " ,, ,\ , ., , n\, , N _ , , J �� , , , 'A , �a,� - 'r 4;,��r **p ,� ", , ,�­4":, 1 ­ I 1�, st", "A i " , �.,�,-�_��_1Z 4 t : �, -X%",, " I e-; , , , N-",-'-'-J, Z,RNR­1:1�', - 1�'�,,�­ ,,tf ' 'N '_� -1 A 1\1 , , ") - - '�' \11", __ I'Z'�' � ,��, , , `�z: , ,I'1, '�` , 4 U .,�.V7 I I \W,X, t,k , ,,�,� k,k�k�V� , 0\.���"\ " i I , I V \ �"'' ," i ,�ORVI­� ,�,,""'�, \ 7%0�,, NY 11947 `Z ,,, ­�,�e" " �+Iisllll Wm' P I , , , I il, &,,,�ti \' , 'T��t _­�. �N�",\",*:, ,�--,­ ," .,,�, " V_- 6 1 �t -, , � , '"' 4fir, 06,I , ­, ",`:": "I I I I ,� z% �%%. - - , ,il , 1\ 1 1�111111 ft t"' ", � �,, ,\ ,,,,""', ­ " I ".-w, . '"' I I" �� - , ,Z 40"", -A", I., ":4,""",\,"I"z,4h, V 7",#��,,O,',,'��',, Jkd " N "I" "" " ,­4"­-�") Za�- - 1�, � - ",", �",-t -i ' _ i I h T .4 4r "I" N�\N\ ',,'�"i,',,�,� -, , ,�\ �p,\� _�r,f,�,,"\","� , ,,�, �zz , "."" !��,��l-,"t , � _ ,,"�,p". ,�\�� A " \s\, , A � w \ I , project title _ -6�, � ,� �-"­­'Ax ­V`TV,,,,,,,,,k:, I ,Sk ; : , I � %­� ," - \',' , - , , , , , , I -*,r , "' 4. Smoke Detectors shall be installed within fifteen feet of each room lawfully -4 , "' �',,� "'" A\�,, 0 ��,­ , ",­,, t , ...xwuj� - , I �% , , fi-, -, , ,�� M t, ,� I �­ , � " ���i 11 2 IARV��'I't,�, I "'1_1�20 , 1,:'�,_��-�,�',"�`,�,l , xi't " "A' " �111'\ I ", '' 1, ­�" "' 1, - 11 I 1 3. Smoke Detectors shall by NYS-Approved ionization chamber or - ­�, ­Itr�'& \ 11. 0: :""-",z;zR11c, � : �11 \, ,,,, \"; `11141119\Z 1,',`\�2_,'] I �I"I L4,"W", J 17\�, 117"_'� �`­,_'v i _40_-1- ,,, , , r� " *11 ��,;.,;,,,,�,\,��,,�,��"",���,,, , , , � � - ,j! �� �', � � � "I" " " I k ,, M,�,� , _�,�;- �.Z ,, �. , " , 7�� Z%�i rp!­r 'A ,,,,�- :1 �,,�',1111', , , ` 11 __ '! , �� � , ,,, �, " \ \ �,,, " \\,,i, , , , ���'_� " , , Duplex Outlet P (- Compact Fluorescent _�, \\\ , "" ""A' _\ � \ ,�k � " 10,it ,,� , i\, , 0 � . � 00 � � �_, \, photo-electric type. _ " , � ,"I" , 11 - P,11111 A. , I � � I , :1 ;6, ,11� , , I , + 111 \ , , ,._�w ;t�,*, ,,, � , , , _�,,,, ,,,� ," i , um k ,�t,,,, "i,�, i I 1"I,,,,,, 1� ,,,�"',�\" ,k 'k o, , 11 I , ', \T .:% ,�....... "�, . �- ",*" n � I ,`11.1 I ", "" , '­ ,, NO N ,W�`,�"N I"I I 1 41, rl�- 1 ,R`4­-,�x­ .", 111, -,"'­ -,*- 4' ' i ':­" ,I '�"', ,,,"',"",10"'I"T "I'1.�`\1\'11,'1'1V1 \ , " " �, \ - r,\\-\ �,,�,,-� 't"' U�A'C' � " \�,,�­�-"' , � � �,, ,�,,, P I �\ ,\,W0 -1,I­ I "" �' " I I %",\ ""k?"A I� - " '' - 41\ & " ,\ 00" _____ I 1Z'* �;"y ,�k"'Ij'!� " , "- ii� ,5�, �:"",100 , - :��7;Y,4 :, I !� g& " . ,�t" r!, � � 1'�', ,\ , \2'I, , I ,�� - � "" "", -k", ,I,\ ,1\'1`\` il� ,1'111\101'1`01'1�_ -1_41'11`1"�", I I * "`�_� im", " t , , A �1 I ", " " , i\ , , I is "E \ 220V Outlet X 1 (�) Exterior Wall Sconce . , , , , i '� "I 1;e; ,\ , ,,, 1, i n, � ":"'I, ,I � I , ut, \, , , \ ­ - ,\M!"", "-, " � .I- ,, 14" ", \,*,* Cl,,�, , , \\W,��1'11'1 � � , 'Y , � �,I, - , , � , � 'a , � z I 11 ",01 ��, �\ , I", ,\ \:i�-�, i,,,, ��:,Jk, ��'­-ilk­ ",,-*-N J'i �,,,wi,,,,, "\� "'I " . 1�� �, `� , t 11 1��, I :��" ,I '1�I'll 1* 11 &11 1", " , I �,Aux '14k i 11KI& ','Z,� 1, _,;".,�� 1-1� __ ­. �� , �, A, I'll ,��\�\��,,�,,�,,,,�z",.\,\�\\�\;,�I-I z \\�\\\,,'11\1 I I,A 1-1p, Lo�,110.1:�, " : " Z " � z\", , P d " -1, , ,ii, ,1pml',�,"1��4,"', , , i�: 4,,�s ,,?%t,���'N�� " ,,,"i, , ­,',� - , "\\,,"." � i \,,,�,,, \�\,�,`W I , &O", 11 .V,��,i, :, , , "` I , , 2% ,, - - , t" "�z,,, � , , " ,�* J ,""" 1, ,*-" ,� ,ikk iC­�, �_,a,91101 t\ , g , "Ll"', ", I J \ ,ol ��, ", , � \ f. . _,,�, , �, \ -_� _ - 07 - � ;� " 01� I � I 1, ," " I - ,\ (i �_\�, , \, , , ;;��," - , used for sleeping purposes. 0 - 71'.�Ift , ,, ,\ ".1",�� \\:::z,'4111� \ �,"`�l , I ,,,, , �, I " I 10,\,'? " \ \11", , ,, V\ 11"i",, I't-" Ix I I 11 "I, I , ,t'"i'l ,p;,,V _�zg I Rqw,-�, , � - , I" �", , � k � 1`1 I li\i,ii��, I I I " I "I' ' \\ \, kllffil 11 11\0,11 - �a ­�­' ,, "1* � , ', " 01"':OF , ", A A �, '' M111- 11 ��ZG 1, ", & 10 , , ,� \ """', ,A,',�t 5. Every dwelling unit in a building that is in close proximity to a source of %, 'i �i��� A , 11't-1'1:X111V1t1`�" 11 t, � ,',\1\,.� \�, i 5 � East Marion House �, " " , I " \ , , I , ," - J J - 0 im ,� I\_ _�, , I " '__� I � , � - \�F'111` ""I \i"I, "' L i_ , _ I '� � ,\��". ­ _,V'I:Z� ,e � toar - &#,j,\ -­��--k',�,%- ,'Q1,'M-Ir-\1W , Rocky Point Road, East Marion, NY , 11 \ " , � , \*'< \ " I, .�� I 1 %'�41 , '\ , �, " , ­�W 1. 11 .. I - "\,��k�,"VZ�,Y�v,,�*"\�-"--\!','*,\,!- , ,,',�11 , Iii , , - ,�.,_ 'i I , ,\, " ,� I "t,4 , 11A I I , , , I �f ,­.,� -, __ ,i� 't�; -ii ",\" , - F, �\�­%�'-"�,' 1, �:i,,,,,,1, \ , 's � -- , 7� ' , I � �, r , "A"V ,,, ,, , �I'Vitt"i, , I'll, ,,ii' ,,,,,,, " ", "\� , ,,,,, -, n 1." '. I W ii"', , W,,� � i"',i�A",,`� �,,F" ,,,,, ` -�*4*. 111� X2 (�) Exterior Wall Sconce - , , % �, § , , , t \11, ,,, , ,,,� , � __Z�__ ),, ',� , ,a �� k,\�1\1\Mi\�lN\\\\,,\,\, ""'O, " \ ­,`,4,,�,A �i , , 4\1 Ir , , F4, , , '40 �!,�,:7� ,�� ,\ '111"'I", \­\�,,,�� \',�t' , " 1-1 'i , " , �,,mi�"'�, " , � I, �, \" "'.­ � "W", ,�\,�_"i, " , �, ,,"I�,�'111 �'.,111�\ �, r ,'�­,,' �',', ,// 11, " GF1 �', � , , , ,"',�, I , , , i X , , ,,,, , , ,,,,, ", ,�", �,� �'­:_'\� "I 1 jl­li�t ,� �� 0 GFI Duplex Outlet r. )� " , ,ar , I , I � ,, , , carbon monoxide shall be equipped with an approved, operational Carbon �, , , �� , ,4 , , .t � , � �� I �4,,,,A,5 �, ,,,,\\\'­';,',', i� , , ,� �!,"',,,, " I I , _,% � ul , I . , 1, t 1:\�I ,� � , _ '', , " , " , M", , �",, lli',� "­­� I I , , I " ,,,,,, , " �, �_11�:�! '� \ _ -�14: I i��',"I�t , I 11 I , \M` I I ,,� I -�- ,"� ,,1�1 1'*\��t 'C' - , 'I, \,", " , "' � " '), , It'-' � , A I-, - , , z `:,� , ,W,,`�_'\"'"",�,�,R,� I I � ,I; `;Af�`� <- � � 'F \,� I 1`11 , J­­'-j�,,�,� "* k , � 1� I i"'., ,�X -�c A� I �� I Monoxide Detector. d4i" ,*� , , .&" ",\\-,\"�""",\",��>�"'�",� 1, 1� W, ��,,��,i�,-_ � \ - .- � I 1 4 11 � ,_�,�%',t','pg ""'� "\� \,,,,,, ,,, \,\ ,�p i", � �6, N\"_ ,�k ��­ 1%, " 1� "I'll ,,,,,,, ,,,, � " V " I P,11�;,,,,� ,� vw�,, , ,"\�\ItIffilit"�J, , �, ,, I ., � \ZfA 11 - i,; ,�i, � , 1# , "' Rko�111%'T ,,, ') " , 6. Carbon Monoxide Detectors may be combined with a smoke detecting '. I - \,I ��� W," , "," ;,., ,",I � , I ,�, , 4"'I 11,1;1 *1 � ,,�..�-4 drawing title I� A,', � - �flllli­ , 1?,�rl ,-N_ I'll - , ��g 4 ­­ _ I! "I If, ,k�,t,\,�,:t'­ 1-i'm ,; :-" �flll Ykl� , 3 _ '­ , - ", V11 \ 11=-`0 "*,r,;",,,�,c_, ­­ ,\\", ", 4k ,,-� -`��J*'\"\"`A*, ", , ," , " , , C �k lz�� ;:,:� ,�\ \­� '", A , 4-A device, provided it is an approved-type. M]) Floor Outlet I - � I., �i"A ­�* - �,\",,,-',', � ,\"�,�,\�,," ,\;',"" �,��X�,,: , I \,\� , - "' I ,,,,, \ ,�\ �� \_ , " '' �I I , " I , �A " , ,t, ;�A 11 ,, , ,11?1'111�'IINUNI'l �,",,\" ,:'-g,"_, 4 e ,� I \ t, \;i t �, _ i���, . , ,A , �'�,�- """', OR f, $1&­ 1, I I , .0 �� �, % , �\ 'I" , " '� ­i� \ M-\ ,S ,� 4\ - &'�',Ii"­, 4'' \ �4 , \ Q111\ 'Ilq �� r X ­rn '­� 1_.I I �11_1 I * ?� \ 11 lg\" ",i �,)�zi,� - " .A , , �, 4,'MWNA­I I �,-,ii! ii�� , I z. �,�,'�,,M�1� � i , -, 1� . " r 11 , \ ,g',',�'t 4,11 _��.� I, ,\ , '\ \ ��&\,� , , I � _\, O!" \, , " I I . di 11\11z"", \" 'i , I , I -," Title Sheet , � , \,,� - �3�, I I -1 , 7. Carbon Monoxide Detectors shall be installed within fifteen feet of each , , ,* "N ___- ," - t\\'i, " , "', .011111 \1 I iz " I , , " I "zl��.,�,­ �,\, 11 * \ , 9� w """ � "I I I , \Y� ", ,," � '!� -,.-� , ,� �'� ,,�,N�,\g,�',,', I I r) , , � � ,i __ I ,�, ,,,* . I I , :,', ,a, ­� I "Zi , � , _ , I 'M , , ­�iml - \ ,,','��� \ \1 , , , , , "' , '_:���5 ,'� � ,.,� . , , , ,,\ _',� \2 "I ,� -" I �N' 1��11111W<11 11 I V* "Tt, "I ­ I .1 , 41 , ,% -* � , , .,,�t��,'.��,�',����\.�,�,,�\:��",*""�",\\�,,� �oz A J� Drawing List & Legend , I I . '�' ".-I-6---'-,.,,I �141'_�_CMI . , i , ," 1�1_ - '' , I , , � �17�;�,,�\,�uc,',,�,',',-� r"-­,1'11� 1� --\,", , room lawfully used for sleeping purposes. _ IX , 5 , ,* � t I N I ,, , ,Z6, , Telephone Jack I - I &-, ,,.k,� �Vll` h __ `K ltr��,=�, i FJ I 1�" ,,, ,,, "'�� 107i,,,N,M', �, , -f- , ".7%,44 � ,­, , , ­ I I , , - - 1*1 - 'A..;�� ". " ",*- \471' -1 z . I 11"i ­ 1, il - - I I ­ , � 'a 1,11L. `A " - ";-,,,��� i�" - it0l% " 'I, * �1, "A `�,s � � i� 7 SL.,J ",L�,:, , "I � I _,a-__!�--1 1\I_� �_1 �_, - �0 11 __ k,_­I V. ,\u'n,_Zie-e'., ,�.,_",�1\1� -�S�_4:1,e�I 1:1 status Permit project no. 1410 I . I. .... .. . . . . I scale NITS drawn by SA . . ** date 02.05.2016 page 01 of 2*8 drawing no. - I - ________".' I (�'�S-1�OO��F( �n a gi o n - B a e m�en �Pl a n� - '5' ' s ' 't I loor� m F ra�in�d an , -_ I , t- I fioi,ti ,4-A"_,N � A-000 . 00 I � -­ ­ I � I . ­-;­---__ I . All dimensions to be checked on site Do not scale � A - Long Island Sound _ — / Rosenburg Road Toe of slope CD\ / Set-back boundary Vegetated buffer Property line 1 1 1 1 I % 1 j Condenser units I I % \1 Top of bluff \ Coastal erosion hazard line 'Main 2 3,11 112j House,/ Stra1 0 Road _ Existing boulders I I Garage Generator 1 I I revisions G seal&signature 1E.D \_ vN Proposed driveway (J v , /' 1 \ \ 1 VI'` ' I • - \ II I - -- f __ ---- I O 71 — key plan 355 iRosenburg Road I I 20.2 Acres I 11 1 \ \ \\ II I ---_ IE I i client Dana Ben Ari & Nikola Duravicevic 1 282 Washington Avenue Brooklyn NY 11205 1 _ Southern Boulevard architects Shenton Architects LLP 195 Plymouth Street Brooklyn 1 \ I I { NY 11201 1 i SO IL 320 Livingston Street, 2nd Fl. Brooklyn \ 1 \ 1 1 \\ I I I I NY 11217 structural engineer Silman Associates 1 — 32 Old Slip, 10th Floor New YorkUnpaved pathway \ I NY 1 005 1 1 \ \ mep engineer Set-back I I 2LS Consulting Engineers \ boundary 150 West 30th Street New York Vegetated buffer NY 10001 - ------ I ---- -------- II civil engineer _ I _ Contour fines - _ I DB Bennett (2'Interval) ___ I 20 Inkberry Street \ ( ( \ 1 - I East Hampton \ \ / Property line -- - --- -------------------------------------------------------------------- s p Y � � •'i \ \ • '1 ", � \ • ' NY 11937 ; ------- ----- --------- --------- E Nathan Driveway Entry a Orwin Land Surveyor 1586 Main Rd. y 1 ' Jamesport NY 11947 project title - East Marion House Rocky Point Road, East Marion, NY drawing title I Site Plan status Permit project no. 1410 scale _ drawn by 1 - 501-011 SA date 02 page .05.2016 02 of 28 \1 1 i ll drawing no 1 � A-001 . 00 • � I — 1 All dimensions to be checked on site Do not scale 46 48 / \\ 50 11 Long Island Sound �' 1 \\ 52 / \\ 54 1' 2 Rosenburg Road \ 64 / \ 66 / 1 _ / 64 62 60 / 4 1 / o Property line — � o i - /' o Vegetated buffer - — 1 / Toe of slope — / Set-back boundary / 10 ` Top of bluff - - ,1 Coastal erosion hazard line N Contour lines 1 (2' Interval) I I 20 0 t c- `n I 1 / 34 1 1 / \ / co I 30 I M 1 i 32 I� 34 36 \ / -/ ' — Condenser units - (Refer to M-601 00) I 38 40 i I \ I / 42 ` / % ' revisions 44 1 I I / — j Existing boulders � o 1 46 j Set-back _ boundary Vegetated buffer seal&signature Property line 220' _ _ G'� - C 48 li�x 1, �" C4 EL.+63'_0" Main House key plan '2 253^ 213'% EL.+521-011 � 1 I '�r 2" Exis 11 111 / % (To the removedinboulder)de J lam' Exterior walkway T 1jt Forecourt i EL.+52'-0" client Dana Ben Ari& Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 EL. + 42'-4" I j \ ' _I 1 ' � ------ Existing partially architects ' 1 ` - Retaining walls exposed boulder Shenton Architects LLP, 195 Plymouth Street 1 1 I Brooklyn , 1 \ II NY 11201 SO- IL 1 320 Livingston Street, 2nd FI. IBrooklyn NY 11217 Istructural engineer Silman Associates . 32 Old Slip, 10th Floor 13 New York NY 10005 1 mep engineer 2LS Consulting Engineers EL.+52'-0" 150 West 30th Street New York � 1 NY 10001 j Existing rock pile Garage civil engineer DB Bennett j 20 Inkberry Street Generator unit '1 East Hampton (Refer to M- 601 00) NY 11937 I surveyor Nathan Corwin Land Surveyor Garage Forecourt 1586 Main Rd.James ort \ NY 11947 -- Proposed driveway project title 50 �, (East Marion House 1 Rocky Point Road, East Marion, NY 1 1 drawing title Enlarged Site Plan 52 status Permit project no. 1410 1 ` scale 1„ = 20'-0" drawn by SA 1 1 date 02 05.2016 page 03 of 28 1 ` drawing no 54 1 A-002 . 00 Unpaved pathway 1 2 13 4 15 16 17 18 All dimensions to be checked on site Do not scale - — - L----------------------------------------------------------------------------------------------------------------i -------------------------------------------------- ------------------ _---------------------------------I ----------------------------------- --2- - !-1 r ---------_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--_--_--_---_--_---_--_--_---_-_--_--_---_-_-�-_-,-_-�--__--_-__-_-_-_-_-_-_-_-j_- _-_-_-_-_- -r-J-�lII ---- 601 30 203 U') IIIIIIIIIIIIIII IIIIIIIIIIII Habitable Room Room Number Room Area Required Actual Light Required Actual (S q. Ft.) Light 8%Rm. (S q. Ft.) Ventilation Ventilation Area (Sq.Ft.) 4%Rm. Area (Sq. Ft.) -------------------------------- ---------------------------------------------------- Game Room 008 381 305 149.0 15.2 320 ________________________________ _____________________________== J ____-------------------------- __-- Sun Room 102 318 254 444.0 12.7 1350 --------------------------------------------------------------------- Kitchen 103 250 20.0 1780 10.0 44 0 i ®' - ------------------------------------------------------------------------------------------------------------ --II Living Room 105 455 36 4 4440 18.2 1320 �, I -11 ----------------------1---------------------------------)-----------------21------------------�-�--------I�IIjIIIIIIIII IIIIIIIlI�II IIIIIII----_-- --------------��"------- ;-------C----------------- -----------------------1-I ------------------ 0-----S----------T-----1--------------------�---_---_------�_-----_=�_/----_—�------- lr---/' -----IIi----------- I----�IIi.-----te-----------iIi ------------------�--------------------------, --------------------_----------------------------------------- ---------------------------\------0------1A \- -4 ---------------------------- ________________________________________________________________-- ----'_-----_----- _-------J-,- IliIII1I - IIIIII� sMaster Bedroom 2- ;01 6 106 11 388 31 0 202 65 81 .0 15 5 8_8_0 ------------ --- ------ Crawlspacel Bedroom 1 10$ 167 134 81.0 6.7 41 0 __________________________________ �__________----------____ -- --.=5- - Bedroom 2 109 167 134 81.0 6.7 41 0 ------------------- --------------- J ----------------------------------===== ---------===-------=C_===-- Library/ Dining Rm. 111 854 68 3 728.0 342 90 0 ---------------------------- Bedroom 3 201 127 102 54.0 5 1 14 0 - 135 720 6 8 9.0 ---- I Bedroom 4 204 169 CO -------------------------------------------------------------------JLight & Ventilation Calculations ----- ------- -------- ------------------------------------ ---------------------------------------------- - 4l 602 == 31'-61 21'-4" 4T-1 ------------------------------------------------------ \01k, ------------------------------------------------- -----------------------------------------------------01A------------------------------------------------- ---------- ----- -----------r---- - ----------------------- H 2 uP /01A FFA 20 214 ; 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L II I I 00 6 1 �5 \03A N 2 602i / EL -10'-8" -10 8n / 302Bth ,N 41 Sf00 N 05A� �II seal&signature I II II 11 II 003 004 005 5- 008 Outline of parapet wall ICrawlspa6e Mech. Room Storage Family Room Game Room I (above) 205sf 89sf 286sf Cl. A3� (-r�i./;�•r„��i�'�`M��C�4brxLC""`r-jY •_iti�"Sa'-,i"r,�:���'.;-i"1!-`�g�' -6 b� "`.�. y yI'ELI _5L Is (_C Ca.^` \y*�-,_ - ) /CI) 52I 0� C;.Overhead prector 02C/-- / 2C 1 01 201 � �02 I r'\ iCl. 007 Line of facade `A4• 6 6" 19'-01/2" A� (AbovQ2A 01Ai '01A 05 Pantry 01 e) 28sf key pian ' ' I ' I ' — --E - -- --- -- --- ------ ------I --- -- --- ---------------------- ---------�------I -- I --I---�-- --- - 03B E ----------------- ------ ----------- --- - ------------------------------------------------------ ---- ---------------------------------------------------- - ------------------------- Refer-to-M=350-for-layoutButress walls r--------------- 60 ------------------- ' ---------------- .� 1� CI=�I�Fr----_-------_---_--_--------_----_-_--_---_--_-------_-_-_--------_-----_----_----_-------_-------__----_----_------_----- -__---_-_----__----_-_----__----__----__---_-_--_--_-_----_T_----__----__----__----__----__----__----__----_-_---__----__----__----__----__----_-_---_-_--_-_----__----__----__----__---_---__--_—_----_—__-----_-__-----___-----___----_-- __----_-----__----_--_--__-----_-_--_-_---_-_--__-----_-_--__----_--_--__-----_-_---__----_---__----_-_--_---_----_--_-----_--_-----_---_-----_---_--_-----_-_------_- ---_--i-- 1{,IIIIIII II IIIIIII IIIIIII IIIIIII (Refer to Structural iidw s) IE L --------------------------------------------------------------------- ---------------------------------- DD --- -- --- L---------------- ---------------1L Line of walkway (Above) _-- cli ent Below grade duct& Dana B e n Ari & Nlk o la D uravic evicwell for crawlspace ventilation (typ _____________________-________________________ _ ____---- 282 Washington Avenue Brooklyn Outline of frost wall supporting walkway NY 11205 (Above) -------------- architects Shenton Architects LLP L - -------I 195 Plymouth Street Brooklyn C NY 11201 E m SO- IL ------------------------------ 320 Livingston Street, 2nd FI. -------- Brooklyn zo NY 11217 = -- - Crawlspace-------- - -N ----- ------- ------------ =EL--.--5%d-3-"===__________________________ structural engineer Silman Associates ------- IIII,IIIIIIIII IIIII --rI-------------------------------------------------------------------------------------------------- --_-----_----_---_---_--X-_---_-3----_----_----_- ---_-_---_----_----_----_-----_-----_----_--_----_1-_----_-_- ---_-_- ---_-_----_-_----_-_----_-_----_-_----_-_----_-_----_-----_-----_----_----_----_----_---_--_--_---_---_---_---_---_-J- IIIIII I1II II �`iIII,IIIIIIII�IIj I 32 Old Sl i p , 1 0 th F lo o r New York NY 10005 ---------------------------------------- - mep engineer 2LS Consulting Engineers ------------------------------------- New - ___________________ New York 150 West 30th Street -------------------------------------- I YA6 NY 10001 602 ---- -- --------- civil engineer --------------- Below grade duct& DB Bennett _ ____ __ __ ____ _ _ _ __________ ___________________________ __ _ ___ _ _ well for crawls ace 20 Inkberry Street 1==__________________________ _ __ _ _ __ ventilation (typ East Hampton B ------------------------ - ----------------------------- NY 11937B surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title 203, East Marion H ou s e Rocky Point Road, East Marion, NY N 2 205,' drawing title 2 2 30 201, _ Basement Plan --------------------------------------------------------------------- ---------------------------- status project no Permit 141 0 scale 1/4" = 1 -0" drawn by SA date 02.05.2016 page04of 28 5-2 1/2 26'-5" 5'-1 21'-4" 42' 0" 5'-3" drawing no 110'-4 1!200 13, =31/2 " r- A- 1 01 . 0 -T 1 2 13 14 15 16 17 18 1 2 13 4 5 16 7 1 8 All dimensions to be checked on site Do not scale w O 6011N1� > 23 oin M1 2 Edge of concrete walkway ----------------------------- --------------------------------------------------------------------------------- _-- - -- i_ IIIIIIIII I IIIIIIIIIIIII IIIIIII �I _ \ -------------- -I_ T9_. 29'-2 ----_TN-- ---- II-II;i,IIIIIIIII IIIIII 6 v40 2 I �IIIIIIIIIIII IIIIIII I Outline of roof overhang (Above) o5c N 108 10 Bedroom 1 Bedroom 2 2 167sf 167sf 204 '05B\- o3A o5BEngawa Engawa CF. SLOPE C - - SLOPE \ 1% 1% co 0- Forecourt 403B EL - 1 -0 , 110 Bath 2 86sf 3'-6" 10'-10" 3-6' 03B -103B .---- 206; / i - i / I , I H - - 201i/5 2014 • I,I I�II --r ---I - � �,��i.00_5_01rD I1 12 13 14 15 16 7 18 All dimensions to be checked on site Do not scale. 1 75' 1; '301 203,1 ) r) LO 1 8'-1 1/4 " -0" 8'-1 1/4" P1 P2 Edge of concrete walkway II I Outline of roof overhang 01311/ „ � I (Above) II � I � � I C 205 Bath 4 CD 77sf 03Ci 11'-0 3/4 - .03D' I •,204, ; --------z-------- III 1206A' II 93B 11'-0 3/4 " I j CI.''ll I I II I I II I II I II I I I p I I I I I I I _ 204 I I � Mech. = Bedroom 4,,,,',' II r 52sf V) 169sf II C? CI. II II I Cn / Zo / < 1q` - II 01A\ 0 I i II I I II I I .I li II i t 602 `" 1 2 206 Cl Ii 1 I = I I I II 204A 01- 102• 05B H H I � I \ 14',4 _ 8 E CO3 ( 603 01C�F 1 A _ Hall Outline of foyer roof 0 I Above- 35sf 205 -- l I I (Above) ; 214, I 'i EL + 10'-0" 20 i Z ( 63-0� DN i 01Bj ---------- ------------------- I 01 ;02 I I I I M Open to below Open to below LID i \2F/ IF F - -I ' /01C� 02E - Mech. /01 \/ 50sf revisions I I Aluminum framed sloped - 01A0/3C/ skylight glazing w. ' attachments for hurricane protection fabric -- — I- 201A, — / J, _ I 03B i S 2 -- ', D� - ,03A' VIII I DN ' I - II 2 _ _ I I 0 I I I I I I = III I I I i L A ch ^ I� I 05 I 2 1 5 I 207 _ 206 _ co � , N �� Q 603 ;302- 302 / 602, M o _ ' _ Green f Open to below o2B o Storage _ Gee Roo I Oen to below `� � I I �IN) o p I � N p M = : � 125sf 886sf seal&signatur ---, N N 201 r 202 ,E D �r, I � I I 01 60 EL.+ 10'-6" _ Bedroom 3 o Bath 3 C,� 127sf 68sf o1c -- k tt r' a . - 1 T-6 7/8 6'-6 5/8 31'-6" 13'-5 1/8 " 03� I' 6 1 1/2 14' 9 3/8' - III � ��..-�Z , P G321 r' C -- -- f' ___ �� ✓ i I J CI. c 201 202 f; 2F '02E'- \ 01B '01C' 0 i 01A 01A� 01C \ key plan E E - - — -- � - - ------� — - -l - —— --- I I I I I i I I I I II I I I I co Open to below Open to below I I I 1 I - 601,' 7--f I , I -- - — D - - --------- --------------------- I j\ client Dana Ben Ari & Nikola Duravicevic 01B 282 Washington Avenue Brooklyn I I NY 11205 architects Shenton Architects LLP 195 Plymouth Street Brooklyn C NY 11201 I C SO- IL 320 Livingston Street, 2nd FI. � II Brooklyn w NY 11217 04 ; structural engineer / N Open to below �C - - Silman Associates I �01C 32 Old Slip, 10th Floor I I i New York NY 10005 I � I � mep engineer 21-S Consulting I I Engineers 150 West 30th Street I New York ' 6 NY 10001 •602 civil engineer I DB Bennett I I 20 Inkberry Street 01C/> East Hampton - ---- ---- -- - B NY 11937 B - _ surveyor I I Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 I I I project title I , C 60 2031 East Mari®n House Rocky Point Road, East Marion, NY I ti I N li 2 205 drawing title I — I �2 2 j 303 201) j Second Floor Plan I I I I I I I A - _ ❑ ❑ I status Permit project no 1410 -- 11 H A scale 1/4" = 1'-Q" drawn by SA —�— —mo o ❑ - ❑ o ❑ a ❑ ❑ o ❑ o o h o 0 0 ❑ o �❑ N date 02.05.2016 page 06 of 28 r r r drawing no. 5'-3" 26'-4 1/4" 5'-1 3/4" 21'-2 1/2 " 5'-1 3/4" 1 36'-10 1/4" 5'-1 3/4" t 105'-1 1/4" 1} A- 103 . 1 12 13 14 15 16 17 18 11 2 3 4 5 16 17 18 All dimensions to be checked on site Do not scale 2 _ 1 � 1 \. 0 301 T.O. Roof T 205, B.O. Roof B.O. Roof EL.+23 3 EL.+8'-6" EL.+8'-6" , - — - — -� - ------------------------------------- SLOPE SLOPE ,I I ' I I I I � I I � I I I I I I I I I l I ; 1112 1112 Line of walls below I I I I — MT-1 standing seam metal roof 04 M j 601, i 1 2 206 206) HI I I I H 8 j3 15'-6 1/2" 21'-3 1/2" I II I II 'I B.O. Roof , 13.0. Roof F I I EL.+8'-6" G G ------------------------------------------------------------------------ Cast in place concrete walkway below I -------------------------------------------------------------------------------- - F - -i ---- - II F i � I I w Cc O r I revisions � T � r � r i I I I II i I I I I I I I I T.O. Roof � II � � T� T.O. Roof EL.+23'-3" + 0 65 Ridge Ridge ' - 2 Green Roof _ sca5 (Below) seal &signature M N (�3Ly ) 201) 202 / �.� '0 �t W N O = OT n key plan EE I I I - ----------------------_°_---------- ----------------------------------- ------------------------------------------------------- - - --------------------- --------------------- _ , I I I I I I I B.O. Roof r s B.O. Roof f I I I EL.+8'-6" o � Fs client 26'-8" 31'-2" l Dana Ben Ari& Nikola Duravicevic 37 2 _ T- 282 Washington Avenue T Brooklyn I II I I NY 11205 I I , architects I I Shenton Architects f B.O. Roof 195 Plymouth Street LP �-Tr I - EL.+7'-6" II II � Brooklyn CC NY 11201 I I I I I II I SO- IL 320 Livingston Street, 2nd FI. Brooklyn NY 11217 I I II I I I I I I I II structural engineer I I Selman Associates l 32 Old Slip, 10th Floor New York NY 10005 �I I II I II mep engineer I I 2LS Consulting Engineers I I I I 00 o 150 West 30th Street M `rNew York YA6- NY 10001 602 I I civil engineer DB Bennett 20 Inkberry Street East Hampton BB NY 11937 , I I surveyor I Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport II NY 11947 project title 3 1 601East Marion House Rocky Point Road, East Marion, NY SLOPE SLOPE \ i 11.12 1112 I � drawing title I I I I Roof Plan I I I I I I I I T.O. Roof --------- ---------------------------------------------- -------------------------------------------------------II status project no q - - - - q Permit 1410 scale 1/4" = 1'-0" drawn by SA - date 02.05.2016 page 07 of 28 rr o B.O. Roof ' B.O. Roof 26-3 1/2" 1 31'-11 1/2" r EL.+8'-6" j 36'-9 1/2 drawing no T t T- 1 2 13 14 15 16 17 8 A- 104 . 0 All dimensions to be checked on site Do not scale � II 1 36'-5 1/2" Overflow Drain Roof Drain C I I ' SLOPE / SLOPE 2% / 2% 36-5 1/2 30'-2 3/4" 3'-0" 3'-2 3/4 1 T / N --- - - - - -- N N / \ WD-1 Vertical 1x4 - wood siding w closed \ Joints ih _ / w N � \ d / � N r / T O 00 2" reveal at base 6 Rear Elevation 3 Roof Plan --- - -- -------- --- --- revisions r i 24'-0" 36'-0" 20'-8" - 2'-8" 7 3/4" 3-0 9' ,. � -0 -0 18-0 3'-0 T ' 1 fit t , „ ,. � � 3, „ � �� � T- Overflow Drain o T � I BO 1, seal&signature . e Roof Drain III 11 i y 'I `� , Overhead garage door - - _ mechanism _ E E E E E E E - _ r a/ t^ WD-1 Vertical lx4Il u i N �, f wood siding w,closed I II � W13-3 5,8" Gypsum "5' joints ', T board w. level 4 finishCI) - T •T- it ---------------------------------------------------------- -----WB-3 5�8" Gypsum 4 board w level finish WD-10 Surface mounted baseboard --------------------------I ------------------------------- WD-10 Surface i key plan mounted baseboard CC-2 Cast in place concrete floor -- III -------------------------------- -----------! 2" reveal at base i - ----------------------- ------------------------------- _I I I I ----- II -------------------- 8 Cross Section 5 Long Section 2 Reflected Ceiling Plan client ® - Dana Ben Ari &Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 architects Shenton Architects LLP 36'-0" _ 195 Plymouth Street T3'-0" 3'-0" 30'-0" Brooklyn NY 11201 SO- IL 320 Livingston Street, 2nd FI. WD-1 Vertical 1x4 - Brooklyn Cedar Grade A tongue NY 11217 & groove siding w closed Joints — _ -- - - - - - structural engineer .G01C Selman Associates 32 Old Slip, 10th Floor New York NY 10005 �—= mep engineer 105 i 2LS Consulting Engineers I 150 West 30th Street New York I NY 10001 I ' �1 civil engineer 1 36-5 1/2 " 20'-9 3/4 2'-6 1 1 3/ ? _ - _ 3-0 9'-0" 3-2 3/4 20 Bennett 5 j � 201nkber Street - -1 -� 3-2 3/4 18-0 1 r 1 �, N East Hampton 1\ NY 11937 - - -1 — - - -- - - - - - - - - — -- - I II I j II l � I _ 5 \ ° G01 WD-1 Vertical N sNuartvheayno Corwin rwin Land SurveyororWD-2 Vertical 1x4 Garage . wood siding w.open wood siding w closed 1586 Main Rd.i 864sfj/ 1omts1omts � 52_2) Jamesport I I ch NY 11947 I i , i I I I I I I I I I IIIding wood Verticawxopen ' I project title V N Overhead garage --- N joints '1 T doors w.WD-1 closed i East Marion H O ®USS Joint siding _ Rocky Point Road, East Marion, NY T I T I I _ 1 lo I II _� CC-2 Cast m place EO concrete floor L drawing title - GL-1 fixed glass panel 04 Garage Plans, IIII behing cedar siding Go1A:, Go1BSections & Elevations 2" reveal at base a j- --------------------------------------------------------------------------------------------- GL-1 fixed glass panel r 1 status Permit project no 1410 -T 18'-0 9'-0' _I scale 1/4' - 1,-O„ drawn by SA 7 Side Elevation - Typical 4 Front Elevation 1 Floor Plan 8 _ date 02.05.2016 page 08 of 28 105 105 drawing no A® 1 05 . 00 1 2 3 4 5 6 7 8 All dimensions to be checked on site Do not scale 2 1 1\ .I 601, T301 20�' i ` P( Crawlspace 00 a, I 602 i 31'-6" 21'-4" 4T-1" I I H H , I I KI 1 2 1 A-1, .206 206 I I I I 2 2 4 CI. - -- -- -_- -----1--�---I , ,204, I 8 E / Cl. 603 I E - -- ��- -- - - -_ --� � G G Fool] 002 Hall Laundry CL. +8'-0" r E E Ln O A_Ly F - - ws X2 I I i I I I I I I E A+ A�D AFb A+ A(P Aub revisions I I I i I I L L IL I I I I A& I EEO ----' L A A+ A-H CI 006 I L � CL. t8'-O" I i I Bath l , 302 602 / P- P r .,�� / A E \ 603 / 3p2 l 003 004 005 -- L 008 _ N N r ra Isr Mech. Room Storage Family Room Game Room \� seal&signature E El A 4 A4, A-1' Cl. BFB, L � rT c L I - G� - -- -- d I r L I - r E .l projector I I I Overhead p l ro I I �le20 o% E� - A�-b AGF, A= CI. -------------- \ ) El 70077 L Op �' A,11 Pantry _.=Y I I I key tan I ws X2 y P 1 -E LLHLL-�-L uu---u ELLL-LL �- --------- �_ E r - - Cn D - — 1 601 client -- ----- Dana Ben Ari& Nikola Duravicevic - - - 282 Washington Avenue Brooklyn NY 11205 architects Shenton Architects LLP 195 Plymouth Street - _ Brooklyn C P iC NY 11201 Cn =rawlspaee SO- IL 320 Livingston Street, 2nd FI. Brooklyn N NY 11217 structural engineer Silman Associates 32 Old Slip, 10th Floor New York NY 10005 mep engineer 21-S Consulting Engineers PC 150 West 30th Street New York 6 NY 10001 602; r civil engineer DB Bennett 20 Inkberry Street East Hampton B B NY 11937 - — - surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title 3 1 C M 6 E 01 20 East Marion House N I Rocky Point Road, East Marion, NY iv 2 2 205 drawing title �- 2 Basement 301 201,! Reflected Ceiling Plan status project no A _ A Permit 1410 scale 1/411 = 11-011 drawn by SA date 02.05.2016 page 09 of 28 5'-2 1/2" _ 26'-5" 1 5'-1" 1 21'-4" I 5'-1" 42'-0" t1 1'-0" drawing no T 1 1 —T 105'-1 1/2 " }- A- 1 10 . 00 I1 I2 13 14 5 16 17 8 1 12 13 14 15 16 17 8 All dimensions to be checked on site.Do not scale. 2 i 1 1 601% 301 203 � I it A+ A+ Aq) AD - I N N " i , I � 'II 108 109 Bedroom 1 Bedroom 2 204 CL. +8'-6" CL. +8'-6" N N I � AQP AFP AFP AT , CI. Cl. __-_______ N CY) i I w . .......... . JL------------------- A+ ----,--------(----- AFP B B � A� 110 B I —_L 4 � Bathroom 2 ----- ---- 8-6--- sot/ + I --- 206------------------ 206, ------------ F-;-B+ i B� B=� -------------' H - - H 8 A+ I AP .603 El 1-1 K -- 205/ ItJ 204 � r P A A� K K G -- — -- - G CL. +8'-6" CL. +8'-6"' N i Open to above Open to above I I -- - -------------- --------------------------------- -- ------------------------- --- - - --- CL. +8'-6" 101 0 AQP Ali AFP AQP Ar-, Foyer AFP AFP , { revisions lit I . - H H Ili i ii II A i; A--- 10� ----- CL. +O'-6' ----- J Pwdr. Rm. ----- WC N W K K K J J -- CL. +2 3 3/4 L-==--- -- -_ I1 I2 13 14 15 16 17 18 All dimensions to be checked on site.Do not scale. T—, 203 i \i sl — -- - -- 1 - f N8 f I - L_______'------------ X --(67) l 71 — — 66') 205 ----- Bath 4 CL. +21'-3 3/4" �� 1 - - - -- - x IIII -- 2 - - ,. C-D C�D i 73 — 64 Cl. i Mech. 204 L\ X1L —Bed-ro-om----21- [4 x 63) I N 75— 62 M Cl. - SD `7s1— XiL E X1 ts1 ) 4 \602, 1 2 CI {6o 206 206; i C-P CI I H ie� Xi X1 _. \59) H C�? C� ' 8 2 5 7s F T !6603 �581 21 1 .......... ................ .............._.......... 203 (as i '..204,/ -- _,... ..............................' 801 F Hall --f57) - 50) \ -�� - r (48 I 921 991 (90� �89) X 88) 87 86) 85 1 �84� 83\1 1 Xi (54•) (53l 52 51) / r 47) 46 - - 52) ) (45) 44 I 43) (42) (,41) C� C+ SC T T T T T \ 1 1 T T IF 1 \ \ G - - --- -- r - --- G 82) - l55 N - Open to below I i Open to below xi toI I X1 X1 X1 X1 X1 xi X1 X1 X1 -----------------'--------------------------------------------------------------------------------------------- F F G G G. G G G G G G G G Mech. E E I r vi i I I e sons I I e 1 i SII 1 � i 1 , I I, 2.....1.......................... ........... C+ --NA JL sc C r--T \ CL. +2' '-3 3/4' . +21'-3 3/4" ?� CL.I 21'-3 3/4" N i �� ' I 1 5 ' Bedroo 3 Ba 3 I 7 \302! \6 �_I 2 6.0_3- \302; v Oen below \ seal&signature N p 2.7 206 CL. +21', 3 3/4" --- Op to bel g St rage Green Roof `\ c� \ \ c� \ c� ---N aED AA i \ , \ E \ F \\ \ ih r \ \ I 1 74' i I N I N N II p Cl. Q' �201 � - - CI. X.202 l F I' I OF E�1 G G G G G G G G G G G E -- key plan -- ---------------------------- Xi Xi X1 X1 X1 ------- - X1 X1 X1 X1 N Open to below ! Open to below \\ 1031 O j — 1104! 120) \ I i D \ \ 93 I 94) i 951 (96 I (97) (98 199) 1001 1011 1021 v \ i - g 40 \ I L - - - - - \ ('36) (37) (36 I 13 1 - X1 - xi _ _ - - - - 105' ` \_ 31 32 (33 1 134 1 35 1 -. 1291 130 - 28' - client G G 27 - __ _ 126 -- Dana Ben Ari&Nikola Duravicevic 1106----_ -- --- -- -- - \ P5 \ 2a 282 Washington Avenue I I G G 123,, Brooklyn NY 11205 X107' --- — - -Y1 -- X1 21', architects (20 1 Shenton Architects LLP G G I:I - 195 Plymouth Street (191 - Brooklyn C - 18) C NY 11201 (171 G - G - SO- IL 320 Livingston i 1 I ston Str s eet 2n FI. N d r los, 1 \\_ X1 - - - Brooklyn (1s, NY 11217 co N G - ; _ _ G �_ - C X14) structural engineer -13) Silman Associates 1�-+21--3 3/4 Open to below - -- `_� `; I —(12 32 Old Slip, 10th Floor G ----� _ _ New York NY 10005 1- I X1 � \-/ - (10) mep engineer G G �� 2LS Consulting Engineers 150 West 30th Street 112 osl New York .,602, - NY 10001 G G civil engineer (113\ 1 1 �O7 DB Bennett 20 Inkberry Street East Hampton B _ B NY 11937 (114 ---- ----- ---- - �06) X1 X1 X7 X1 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. 05) Jamesport NY 11947 I project title 016 60 ' 2D3, East Marion House Rocky Point Road, East Marion, NY M 117} {03) ,205! drawing title r` 2 2 �,is 0 2on� - (02� Second Floor Plan Reflected Ceiling Plan A (119 status project no. moo,) A Permit 1410 y 1 — scale 1/4" = 1'-0" drawn b SA date 02.05.2016 page 11 of 28 -T 26'-3 1/2" 5'-4 1/2" j 21'-2 1/2" 51-41 " 36'-9 1/2" 1 drawing no. -- '- A- 1 12 . 00 95'-0 1/2" 11 12 13 14 15 16 17 Ig All dimensions to be checked on site.Do not scale. ............................ .......................... .......... ............ . ....... ........................................... ................................................................................... ...... P( I , / / Crawjspace / / I \ - 1 J / / / 1 / / I 'K i z z E Cl. i E A ..................................................... ........ ...... ......... 002 ;/ 001 _...__ .... .. ..... .................... ......... .... .... .......... _...... .. ._. ......... ............ ...................... ...... ......... ................. Laundry � Hall I 0 \ r ----- AI&,\ Id�J r' \\ ws , `\ A�'' 008 revisions E �, `j ---- Gameroom I ------ ------ / / / \1 p 2 2 j / 1 D D �L f �L I iE r A ic=100 ; 1 , \\\ -- 1 �, \� Bath \ P 1 03 004 I I I 005 A 1 L Crawls aZe\\ g Media Room 1 -i E p I Mech. Room Storage 1 1 """"" " seal&signature / ARE D q Cl. 1 C 9 Landscape Lighting m .............. .. . L I / I __ i \\ i o \ / - ' E Cl. ----------- I I ) 1 �\ O 03215 E `\\\ i L L L i OF N E� AI---"[0-0 ------ 7 / X2 i Wetbar 2 ' `\\ D D D wS key plan 1 I ----- 4 / / / / / ................................................ ...._..................................................................................................................................................... I I 1 1 1 / I i client I Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue Brooklyn \� NY 11205 architects \� Shenton Architects LLP \� 195 Plymouth Street Brooklyn P; NY 11201 SO- IL GfaWISpaCe 320 Livingston Street,2nd FI. Brooklyn NY 11217 \ structural engineer Silman Associates \`\ 32 Old Slip, 10th Floor New York NY 10005 1 , 1 mep engineer i 2LS Consulting Engineers � 150 West 30th Street P New York NY 10001 civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Basement Electrical Plan ........ ........ ........ .......... ........ ........ ............................................. ......................................................................................................................................... , status Permit project no. 1410 L: scale 1/4" = 1'-0" drawn by SA date 02.05.2016 page 12 of 28 drawing no. A- 1 13 . 00 All dimensions to be checked on site.Oo not scale. .............. ............ 17-1 ......... ..........- .............................. ...... .................... N N A /0 10 NO-91 Bedroom 1 % Bedroom 2 N N A .......... '?\.............. HI C1. C1. GFI U Imo. UGFI LL 144 64 L IN �iA Ali" B k, B 17 %Bathrocim 2\\ ------------- ,--- I 1--T—-----_______7 ------------- ---------- -= K k K J \A K �2 ST1r.....__........................... 2 A K D K,=4, $ Exterior Lighting Exterior Lighting H H ............. H H .............. ............................... .....................i ................................................................... .... ....... ...... ....... ..... 0 FO Fl-071 Foyer A>, A_ A Ceiling Lighting �3 �2 4 4 2 �2 revisions D 1) D Do ITI) D H 1 I H ........... 1 170 47 z 4� ------ [$:T:21 , ,Fwdr. RMT ---------- Ceiling 'J ------ ----------- N Lighting rL WC U� ...................... 6q 0------------ z z Fl Z' J ',,IN4FI GFi N rpi- - El 07Z GFI GFI --------------- H 1 0=6 X4 t2--I"I\ --------------------- Sun Room Master Bedroom ----------- ............. .................... ------------------------------ F1 0-31 seat&signatur B --------/I AN, Library/Dining Room Kitchen A"t Ceiling Lighting M, 44 5athroom \,1 ----------7�-'----------------------- -------------- A- 4< ---------- -------- IB We -- H IM M Uu ---------- F(DI) 932 5 --------------F1---J-------------1 --------------- Ceiling ------- ------ N Lighting //B _+< A,< H H': 11 Fa 10 key plan ............ ..................... ......... ........... ........... ,........... Li ... ... ........ . ..... .......... .. ..........- ... ........ 1� H If, H H H Exterior Exterior Lighting Lighting in 0: 0 Julf o4- Ceiling client Lighting Dana Ben Ari & Nikola Duravcevic 282 Washington Avenue Brooklyn 0 NY 11205 architects Shenton Architects LLP 195 Plymouth Street Brooklyn 0 ::. NY 11201 0 SO-IL 320 Livingston Street, 2nd Fl. Brooklyn NY 11217 [I Q-51 structural.engine er Living Room Silman Associates 32 Old Slip, 10th Floor 0 Ceiling New York Lighting NY 10005 mep engineer 2LS Consulting Engineers 150 West 30th Street uo New York FO NY 10001 civil engineer Exterior Lighting DB Bennett 20 Inkberry Street East Hampton 0 0 NY 11937 ..... .......... .............. ..... ........ surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title First Floor Electrical Plan status project no. Permit 1410 scale 1/411 11-011 drawn by SA date 02.05.2016 page 13 of 28 drawing no. N C4 A- 114 . 00 All dimensions to be checked on site.Do not scale. . ............................. i------- p sM N I - I GFI ,,—, I I �__===_='----------- \ Al -' �,\ xr\\ I It I \� 205 `\\ Bathroom 4 D F / Al _ D X1,`\ Cl. 1 Mech. xi X11\ I ; \ 1 204 'Cl. ` Bedroom 4 ; / E I I \ //X1 i NI i `\' X1\\ I 1 i Cl. 11 1 \ � --__,i)C \1 I \ \ / X1 F \ 203 1 F' Hall \ ... xi xi �/ — ----' D D \I I I t I 1 xi X1 X1` Xi` X1 X1` xiX1J X1 ' X1\ v _) G , \\\ G, \`\ G ` G, \\ G, \\` G ,\\ T Mech. Switch from Switch from G \ G \ G \ G G ' '-- ---' `,� E Foyer �--' �-- �--- Master BR 1 i ('tlrlin" revisions G a �\ / z z i ----- FS-T72 D , E \ .................................... i \\ Kms- .......... ...... . 1.............,.................© f \ / I I 207 720-61201 J It 202 I Open to below ; Storage Green Roof Bedroom 3 It \�Bathrool`t,� T31 Open to below ;` seal&signatire i I I r: P Al \ E -- 3Switch from\ %, �' NE`Ny Master BR i __ �- ; Switch from :'- -' I Sun Room �. G G G GFn G G G G G G G `.\ key plan I 1 1 1 X1, X1, X1, X1, X1, - X X1 X1 X1 /I --' 1 I` X1, X1, -----' / / t t I 1 . I I / Al f Switch from Xi`\ Living Room `` client i G \� i G ; Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue `\\ ; Brooklyn NY 11205 \\ G`\\ G / architects //'X1 � \\ Xi`\ Shenton Architects LLP �' \\ \\� 195 Plymouth Street G \ / G Brooklyn NY 11201 1 SO- IL \� G\\�� �' G ; 320 Livingston Street, 2nd FI. Open to below Brooklyn ''X1 \\ XT\ NY 11217 1 It G \\� �' G it structural engineer Silman Associates 32 Old Slip, 10th Floor 1 i New York `\\ G \\� �' G ' NY 10005 /'X1 i `\\\ Xi`\\ mep engineer / 21-S Consulting Eng G�\ ' G li 150 West 30th Street eers \\ New York 1 NY 10001 \\ G \ --- j i � civil engineer , \ Switch from DB Bennett ���,- X1 `� -a Living Room -----' ----'' Xj\`\ 20 Inkberry Street 1 East Hampton � t NY 11937 \`\ X1,W. X1, X1, X-177-- i/ \ `---'' '-------' -'-------' \ '`------'' \\ '`---� surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Second Floor Electrical Plan status ... .......:............ project no ' .... Permit 1410 scale 1/4" = 1'-011 drawn by SA date 02.05.2016 page 14 of 28 drawing no. A- 115 . 00 All dimensions to be checked on site.Do not scale. It T.O. Roof I EL. +23'-3" Green Roof Hall Bedroom 4 Bath 4 —❑� �—� 0: I ilit Second Floor EL. +10'-0" I ❑❑❑ ❑❑ _ t�rN_���. i-I' ath 2I ------------------------------------- o Living Room i m co Bedroom 2 ) ��-J I HII-1 F — HL �T Ground Floor 1 ---- l t EL. +0,-0„ Existing grade line - - -'-- Crawls ace -�-----r-_____ i rawlspace ---------------------------------------------------- ---�------_ _ _ --- Proposed grade line �� — � �--� -� Storage Hall Basement_ EL. —10'-8" revisions 2 Site Section BB seal&signature ED ��5 y M.M 0321 OQ� FOP NE`Ny key plan B A q B client Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 architects Shenton Architects LLP 195 Plymouth Street t 3 T.O. Roof Brooklyn EL. +23'-3" NY 11201 SO-IL 320 i Livingston ton r St eet,2nd FI. 9 Brooklyn NY 11217 °= Green Roof,l ` Bedroom 3 Bath l 3 _-__ I _ structural engineer LlStora e g i Silman Associates — L � Second Floor 32 Old Slip, 10th Floor -- --- -- -- - 41 - . New York EL. +10-1---o" NY 10005 I I mep engineer 2LS Consulting Engineers Master Bedroom Bath 1 @ Living/Dining Room Kitchen Sun Room o / .J 150 West 30th Street New Ground Floor NY 1 001 Proposed grade line ---`-- ---- ------------- EL.------------- +0'-0° ------------------- - ------- civil engineer Crawlspace — Existing grade line DB Bennett 20 Inkberry Street ------ East Hampton Mech. Rm. Stor ge Family Rm. Bath __-_ Game Room NY 11937 - surveyor Nathan Corwin Land Surveyor Basement 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Site Sections AA & BB 1 Site Section AA status Permit project no. 1410 scale 1/8" = 1,-0" drawn by SA date 02.05.2016 page 15 Of 28 drawing no. A-201 . 00 _ . All dimensions mbe checked onsite.Dnnot scale. MT-1 Standing Seam Metal Roof T.O. Roof X WD-2 Vertical lx4 wood siding w.open joints WD-5 Exposed tongue revisions & groove boards GL-1 Aluminum frame Aluminum framed skylight system glazing system �orage--� Green Roof Bedroom 3 Bath 3 J I U Li Li Second Floor PolycarbonatE diffusion pan)Is 3216 Engawa Mast,:.,r Bedroom Bath 1 Library/Dining Room Kitchen ngawa N CC-2 Concrete slab— Sunroom key plan on grade walkway Ground Floor Crawlspace CD Mechanical Storage Family Room Bath Game Room GL-1 Aluminum client Room framed glazing system Dana Ben Ari & NikdoOunavnovc 2D2Washington Avenue Brooklyn T ~ NY 11205 Basement architects | | ��--�� ----------- E[ -10'-8" Shenton Architects LLP iQ5Plymouth Street Brooklyn NY 11201 GO- |L 33DLivingston Street, 2nd F|. Brooklyn NY 11217 - ' structural engineer Si|mon�000c�at�a 18'-6" 7�1O1/2" 5'-8" 1O�8" _ 32Old Slip, 1DthFloor 11O'-4183" ' New York NY1DOU6 / - ' mepengmoer � 2LSConsulting Engineers 150 West 30th Street New York NY 10001 � civil engineer DB Bennett . 2O|nkberryStreet East Hampton NY'11937 surveyor Nathan NathanCorwin Land Surveyor 158GMain Rd. Jomenport 1 BuildingiD� Section 1 NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Building SeCt'<]O 1 status Permit project no. 1410 ' — scau: 1/4" �� 1'-0" SA SA date 02_05.2016 �aQ» 16mf28 All dimensions to be checked on site.Do not scale. fl MT-1 Standing Seam Metal Roof _1- T.O. Roof EL. +23'-3" WD-5 Exposed tongue WD-2 Vertical 1x4 & groove boards wood siding w.open joints revisions M Aluminum framed GL-1 Aluminum frame skylight system glazing system Green e Roof Hall Bedroom 4 Bath 4 I ; T - 4 �� Second Floor sea &signature - EL. +10'--o" F Po carbonat N diffusion panels � E111=LE-11Op � Porch Po Living Room o I� [� Jubrary/Dii�ing Bath 2 Bedroom 2 En aW CC-2 Concrete slab key plan lF L 1 on grade walkway 2 �� 11 l! r' II I Grown F oor i; =J�j If I IF LM TI- L—[--- M--T=T'T—U-TT—T--T E L 0—0 Crawlspace Crawlspace bF E:J Crawlspace EL. —5'-3" 2 Storage Hall , client Dana Ben Ari& Nikola Duravicevic j 282 Washington Avenue Basement Brooklyn EL. 10'-8 - NY 11205 architects Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO-IL 320 Livingston Street,2nd FI. Brooklyn NY 11217 structural engineer 12'-8112" 23'-71/2" 2'-71/2° ! 5'-8" 20'_2" 5'-8" Silman Associates 31'l 32 Old Slip, 10th Floor 10T-21/2 New York ----- - — �.._..-.. ------- ------ - -- - --- - NY 10005 mep engineer 2LS Consulting Engineers 150 West 30th Street New York NY 10001 civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport 1 Building Section 2 NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Building Section 2 status Permit project no. 1410 scale 1/4" = 1'-0" drawn by SA date 02.05.2016 page 17 of 28 drawing no. A-203 . 00 All dimensions to be checked on site.Do not scale. T.O. Roof ;t T.O. Roof EL. +23'-3" EL. +23'-3" revisions X io MT-1 Standing Seam % c� MT-1 Standing Seam Metal Roof Mech. Bedroom 4 Cl. Metal Roof Hall Second Floor % \ Second Floor seal&signature / ------- -- - ,i \, EL. / N B.O. Roof / _- -------- , ____-------- -_' �I � B.O. Roof RED qRc EL. +8'-6" - - - - - EL+8'-6" ��5\�y M TTo ;A MT-2 Custom MT-2 Custom — m fabricated corrugated fabricated corrugated metal panel - metal panel 1 � N �- 0321 51 �OQ� OpNE`N CC-2 Concrete slab— Engawa Bedrom 1 Bedr m 2 n awa CC-2 Concrete slab En awa Stair 1 "- En awa key tan 9 vp on grade walkway on grade walkway g Ground Floor Al I Ground Floor - ---- EL. +01-091 2 2 ------------ --------------------- IV-��- ----------- ------------ 1 1 M LO Crawlspace CrawlspaceT m - EL. -5'-3" c I I til I client Cl. Cl. Hall Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue i-. I LI Basement Brooklyn EL. -10'-8NY 11205" architects EL Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO- IL 320 Livingston Street, 2nd FI. Brooklyn NY 11217 structural engineer 8 1/4" Silman Associates 5'-13/4- _l _ 10'-3" �0,� 10'-3 1/4" 1_—5'-13/4" _ 1 +� 5'-1 3/4" 1'-11 3'-6" i 12'-0 3/4" T 3'-6" �1'-1'1 6-1113/4" T 32 Old Slip, 10th Floor ------_--__—_____._ - 21'-214/2" 1 21'-21/2"v_-----___- �_ New York NY 10005 mep engineer 21-S Consulting Engineers 150 West 30th Street New York NY 10001 civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport 2 Building Section 04 1 Building Section 03 NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Building Sections 3 & 4 status Permit project no. 1410 scale 1/4" = 1'-0" drawn by SA date 02.05.2016 page 18 of 28 drawing no. A-204 . 00 All dimensions to be checked on site.Do not scale. T.O. Roof T.O. Roof EL. +23'-3" EL. +23'-3" revisions CP i� MT-1 Standing Seam Metal Roof MT-1 Standing Seam \' Metal Roof ch N WD-2 Vertical U4 wood siding w.open \ seal&signature joints B.O. Roof B.O. Roof ED A9c --- ............................__..... . EL. +8'-6" � EL +8'-6" e GL-1 Aluminum frame { N glazing system w. attachments for hurricane _ \ \l X321 5� l co protection fabric GL-1 Aluminum frame �� - O� f glazing system ao Q F N E CC-2 Concrete slab — PO ch CC-2 Concrete slab Engawa Master Bedroom i Engawa key plan on grade walkway 1 on grade walkway i Ground Floor 1 _ Ground Floor EL. +0'-0 ---- _ -- - EL. +0'-0 CO _ Ln Crawlspace II ' i _ Crawlspace EL. -5-3 ELT client Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 architects Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO-IL 320 Livingston Street, 2nd FI. Brooklyn NY 11217 structural engineer 21 Silman Associates 32 Old Slip, 10th Floor 31'-6" 31-6 New York NY 10005 mep engineer 2LS Consulting Engineers 150 West 30th Street New York NY 10001 civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 2 Building Section 06 1 Building Section 05 1586 Main Rd. -- Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Building Sections 5 & 6 status Permit project no. 1410 scale 1A = 1'-0" drawn by SA date 02.05.2016 page 19 of 28 drawing no. A-205 . 00 All dimensions to be checked on site.Do not scale. T.O_._R_oof T.O. Roof .... ............ ....... ......... ............................: —1--1- 1- �� EL +23'-3" EL. +23'-3" i j \ revisions MT-1 Standing Seam \\ MT-1 Standing Seam Metal Roof Metal Roof ;\ o� Bathroom 3 _ ch I \/ \ N i `1�\ seal&signature \ --------------------------------------------- ---------- ---- \ ED B.O. Roof R Aq - - �� 5 n. 'y EL. +8'-6" m ( M ch M M a N= �A i GL-1 Aluminum frame 0 � I oGL-1 Aluminum frame � 9� 3215 Q glazing system glazing system F � y [� ( �} F N ESN i, r slab En � . S n Room En awa I� Fo oyer Kitchen En aWa CC-2 Cast in lace key plan CC-2 Concrete g P Y Y 9 on grade walkway g �� 1 Ground Floor concrete walkway _ � 4 I EL. +0 0„ - - - , , ' Ground Floor 1 N N 0 -6, 00 00 CD i, Game Room ; Bathroom Pantry client ii Dana Ben Ari& Nikola Duravicevic W A -d Washington n venue g82 ash'n to Basement Basement Brooklyn EL. -10'-8' _ — -” 7'-EL. -10'-8"-- -" NY 11205 architects Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO-IL 320 Livingston Street, 2nd FI. Brooklyn NY 11217 5'-3" E 21-0 I 5'-310 7'.8" I 21-0 1 5--3" 1 structural Silman Associatesr T 31'-6" j 33'-11" 1 32 Old Slip, 10th Floor New York NY 10005 mep engineer 21-S Consulting Engineers 150 West 30th Street New York NY 10001 civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport 2 Building Section 08 1 Building Section 07 NY 11947 r project title East Marion House Rocky Point Road, East Marion, NY drawing title Building Sections 7 & 8 status Permit Project no. 1410 scale 1/4" = 1'-0" drawn by SA date 02.05.2016 Page 20 of 28 drawing no. A-206 . 00 All dimensions to be checked on site.Do not scale. T.O. Chimney Stainless steel chimney + shroud & cap EL. +26'-3" - -- - - - -� Roof EL T.O.23'-3" en i ........... .......... .............................._.................................................. MT-1 Standing Seam i Metal Roof X, Second Floor EL. +10'-0" GL-1 Aluminum frame \ _ - � B.O Roof glazing system w. \ - GL-1 Aluminum frame EL. +8'-6" attachments for - _ glazing system w. hurricane protection Iattachments for fabric hurricane protection l fabric M MT-2 Custom Custom painted - fabricated corrugated steel lattice wall metal panel structure I ' J I f Cast in place concrete CC-2`Cast in place - parapet wall concrete walkwayr7 --- f - - Ground Floor EL. +0'-0" { I .___»_________-.-------------------------------------------- ._---..--------------------_------_.—.»________.__........__� ii 0 Basement revisions EL. —10'-8" 2 West Elevation j 5'-3" j 15'-10 1/4" j 10'-6" j 31'-6" - j_ _ 36'-9" j 51_3" 1 _ 94'-6 3/4 " - - seal&signature RE D q Rcti a � 032 y�Q OF' NE�/ key plan 1 1 'SII - _ T.O. of E.L 23'-3" 12 21 client Dana Ben An&Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 architects GL-1 Hurricane rated Shenton Architects LLP Aluminum framed 195 Plymouth Street III windows Brooklyn I NY 11201 SO-IL 320 Livingston Street,2nd FI. MT-1 Standing Seam I Brooklyn Metal Roof E NY 11217 Second Floor io SEL. +10'-0" structural engineer - -- - - ciates 32 Old Slip, 10th Floor GL-1 Aluminum frame - - - -- - - t B. Roof Silman glazing system w. - 3 EL. +8-6 glazing system w. glazing system wame attachments for GL-1 Aluminum fram New York hurricane protection i WD-2 Verticallx4 � g g y NY 10005 i attachments for hurricane protection fabric wood siding w.open attachments for joints - hurricane protection r fabric l t mep engineer \ fabric " 21-S Consulting Engineers -- MT-2 Custom MT-2 Custom / fern el fabricated corrugated l fabricated corrugated �\� 150 West 30th Street p metal panel New York NY 10001 JCC-2 Cast in place -- Civil engineer . concrete walkway ci � � 1 DB Bennett - - - - -- 1 Ground Floor 20 Inkberry Street - -- - -- - - 4, -1» East Hampton EL. +0—0 NY 11937 surveyor Nathan Corwin Land Surveyor _............................._...,............_.. 6 Mai Jamesport ao NY 11947 } _ ......................... ......,. project title a ` s I i i ._........._—.......................». . East Marion House Rocky Point Road, East Marion, NY i 1 _ Basement drawing title .... T - - EL 10' 8" East & WestElevations 1 East Elevation status Permit project no. 1410 4 scale „ , „ drawn by 1/4 - 1 -0 SA 111 - j 36'-9" 5'-1 3/4" 21'-2 1/2" j 5'-1 3/4 " l 26'-4 1/4" 5'-3" datepage If 02.05.2016 21 of 28 94'-6 3/4" _ T drawing no. � I A-301 . 06 All dimensions to be checked on site.Do not scale.00f ll ----- ------ - EL. +23'-3" c Cl) i / \ \ MT-1 Standing Seam / WD-2 Vertical ix4 Metal Roof wood siding w.open joints \ \ Second Floor EL. +10'-0" B.O Roof — - GL-1 Aluminum frame \ EL. +8'-6" glazing system w. MT-2 Custom Custom painted GL-1 Aluminum frame attachment for fabricated corrugated ` steel lattice wall glazing system w. hurricane protectionmetal panel r attachment for hurricane ( �} fabric protection fabric M CC-3 Cast in place 1 concrete parapet wall ( co r1 + Ground Floor — - EL. +0'-0" j III " ...................................._.............._,.............,......_...........,_......_.........,......... .,...,,......,..............................,..._............,............................,.......,_....................._.,..............._........,............,...._._.._................,...,............................,.......,...,...,. .......; ' .....:.....,...,._.._...._._...........,....._....-........_.........,........... gGL-1 Aluminum frame - � azingsystem w. o _.. . attachment for hurricane protection fabric Basement revisions EL. -10'-8" 2 South Elevation 26'-3" 5'-3" 10'-6" 10'-6" 5'-3" 2'-3 3/4"l 1 5'-1 3/4" — ---1 1 _ —T 1 T 29'-3 1/2" 1 89'-3" 1 seal&signature BRED qq N� 03 � 21 Q F0F NE�y key plan 1 2 - - ---- it - - - --- - - - - 1- -1- O. Roof 1 2 client Dana Ben Ari& Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 iv architects Shenton Architects LLP woodsidigVertical lx4 - - - - 195 Plymouth Street wood siding w.open joints y Brooklyn NY 11201 .......... . ........... ............................................................................ ................... ..... ........................ ...................... .......... ....................................................................... . ...........................-... ............................ ............ _... .................. .............. ... ... ........... .............. .. ....... SO-IL 320 Livingston Street,2nd FI. Brooklyn NY 11217 MT-1 Standing Seam Second FIOOr Metal Roof to T EL. +10'-0" structural engineer B.O Roof Silman Associates 32 Old Slip, 10th Floor EL. +8'-6" New York NY 10005 - GL-1 Aluminum frameGL-1 Aluminum frame Custom painted glazing system w. glazing system w. M mep engineer attachment for steel lattice wall attachment for 21-S Consulting Engineers MT-2 Custom hurricane protection ! hurricane protection fabricated corrugated fabric fabric ZD 150 West 30th Street metal panels bo New York NY 10001 civil engineer J CC-2 Cast in place DB Bennett f concrete walkway Ground Floor 20 Inkberry Street ILL— - - -- -- -- -- - -- EL. +0'-0" East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport :................ _._.;.............. .-_................................_......._........,..._._.... = NY 11947 .................................... _ .....,, project title ......................................., East Marion House Rocky Point Road, East Marion, NY Basement drawing title �- . -10'-8" ELNorth & South Elevations 1 North Elevation status Permit project no. 1410 scale _ drawn by 1 5'-1 3/4'. 31'-7 1/4" 5'-1 3/4" l 21'-2 1/2" 1/411 1 -0 SA 1 1 T -- 1 5-13/4 26'-3" T 02.05.2016 page 22 of 28 89'-4 1/4" date 1- drawing no. A- 302 . 00 All dimensions to be checked on site.Do not scale. 31-6 5'-13/4" 21'-2 1/2" 5'-13/4' I MT-1 Standing Seam Metal Roof i \ Exterior louver vent ❑ r. ZD WD-2 Vertical 1x4 wood siding w.open joints / LO 7711/ - - - — o l ' ih 3 Green Roof: North Elevation 31'-6" 5'-1 3/4" 1 21'-2 1/2" 51-13/4 revisions MT-4 Custom metal flue shroud q ih MT-1 Standing Seam \ Metal Roof i' seal&signature Exterior louver vent —❑ ❑ ED qRc WD-2 Vertical 1x4 -� � 0;T- wood siding w.open joints \"� -°�' „ n CIJ�- \ �A i 9 03151 7 Q' OF \ key plan r (V i 2 Green Roof: West Elevation client Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 architects Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO- IL 320 Livingston Street,2nd FI. Brooklyn NY 11217 -1 31'-6" 1 31'-6" structural engineer ,� " " " Silman Associates l 5-1 3/4 1 5-4 1/4 10'-6" _ 5'-4 1/4 5'-1 3/4 1 5'-13/4' 5'-4 1/4 1 10'-6-1 5-4 1/4 6-11 3/4 - 32 Old Slip, 10th Floor New York NY 10005 mep engineer 2LS Consulting Engineers MT-1 Standing Seam MT-1 StandingSeam 150 West 30th Street Metal Roof \ Metal Roof \, New York NY 10001 WD-2 Vertical 1x4 . .. I WD-2 Vertical _ wood siding w.open j ❑ ❑ ; m wood siding w.open / \' . civil engineer joints joints m DB Bennett \ 20 Inkberry Street GL-1 Aluminum frame i \ East Hampton glazing system w. GL-1 Aluminum frame \ NY 11937 attachment for / glazing system w. i hurricane protection attachment for _fabric protection / ""of (02 surveyor fabric CO2- �01> � � �'�, � Nathan Corwin Land Surveyor Stainless steel \, cable railing fixed s Stainless steel 1586 Main Rd. to glazing frame i N i cable railing fixed N Jamesport exterior `n to glazing frame u� NY 11947 / exterior project title East Marion House Rocky Point Road, East Marion, NY — — - drawing title Partial Elevations 4 Green Roof: South Elevation 1 Green Roof: East Elevation status Permit project no. 1410 scale 1/4" = 1'-0" drawn by SA date 02.05.2016 page 23 of 28 drawing no. A-303 . 00 All dimensions to be checked on site.Do not scale. 14'-4" 8'-2" 2'-8 1/2" 2'-6 1/2 T I- I 5 4 3 2 --1 - 0 , ih 7 Hall '—® LO 6'-6 5/8" j m 1 8 14'-4" / 15 risers DN 3'-0' 3'-0" 2'-7 5/8" 2'-8 7/8" 5'-0 1/4" 3'-0" 11 1/8"i %' 8" T r L 6 5/8" / 9 '10 11 12 13 14 15 - % `\ 3 Stair 1: Second Floor Plan B.O. Ridge B.O. Ridge EL. +21'-3 3/4" EL. +21'-3 3/4" ' i revisions M / 15'-1 1/2" v '-2 i \ '-0" 1 1/2" 1 '-5" 3'-6" 344 GL-5 Low iron / ---- ------------------- \ �— - -- -- --- ------------------- seal&signature, glass railing i 6 5 \ 4 2 1 7 A co 4 � ha 330 _ 15 risers �* @ 8„ UP o Fhb -t I I I I I co 8 i 032 57 (l --- - - - E02OF -- - - -- — - -- - -- �t n Floor NE�1 2nd Floor t _- EL. +10'-0" - EL. +10'-0„ - / - - key plan io 9 16 ris8ers DN i j @~ N i I I / I I i I I I I I 10 12 - 13 14 15 16 ----- WB-1 5B" Gypsum board w. level finish , CD M M r / I i ;%'� 2 Stair 1: First Floor Plan —Lr -' WD-9 Solid wood handrail- - — M Cl) W.stain & poly finish - -- -- client 00 Dana Ben Ari&Nikola Duravicevic co I I j I 282 Washington Avenue ---- — ; Brooklyn WD-9 Solid wood - -- i - NY 11205 stair tread & riser w. stain & poly finish architects Shenton Architects LLP I I 195 Plymouth Street II WD-9 Solid wood stair - Brooklyn tread & riser w.stain & _- poly finish J I NY 11201 SO-IL 1st Floor , + 1st Floor r/ I 00 �� 320 Livingston Street, 2nd FI. --- + , +- - - - - - _- , - _-- - Brooklyn EL. _0'-0' _ - EL. -0'-0" - -- NY 11217 structural engineer N 14'-11" Silman Associates 32 Old Slip, 10th Floor (V fV i 3'-0" 5'-1 1/2" 1 6'-91/2" New York NY 10005 r- 5 330/ mep engineer 2LS Consulting Engineers West 30th Street 3 New York NY 10001 16 risers civil engineer @ 8„ UP Cl) q DB Bennett ry Street j' East Hampton -_ NY 11937 c ao ; �� - - ------- __-___-- - - -- - - -- - Ln surveyor LO �o -� - ---- - 1001 Co ED Nathan Corwin Land Surveyor Hall 1586 Main Rd. Jamesport NY 11947 coI i I ao Closet N project title I East Marion House -- Rocky Point Road, East Marion, NY Basement - Basement I -- - ---- ---- -- - - -- -- - --- - - . -10'-8" EL. -10'-8" - - -- - --- - - drawing title Stair 1 (ST1) 5 Stair 1: North Elevation 4 Stair 1: East Elevation 1 Stair 1: Basement Plan Enlarged Plans & Sections status Permit project no. 1410 scale 1/2" = 11-011 drawn by SA date 02.05.2016 page 24 of 28 drawing no. A-330 . 00 All dimensions to be checked on site.Do not scale. 19'-9 5/8" I 4 3/4" 3'-0" 1 6'-1 1/2" �7 1/4 3'-4" 1 6'-5" 3'-3 7/8" l � I I i B.O. Ridge _ B.O. Ridge ; % --- �- -- - -------------- ------------- =---------------- _,------------,------ --------T EL. +21'-3 3i4" \ EL. +21'-3 3/4" I %f %% j� �I / -' 13'-1" revisions 3'-4" — 6'-5" 1 1'-2 1/2" i_ 2'-0" i 1i 1/2" M � 7-7 co Cl) \ DN o seal &signature ra ling Low iron glass toLow wall hardwood cap 331; M Ep ARC j 4 5 6 7 8 9 10 11 12 13 14 15 - -- - - - - x i (P 0 0 % 03 15 QQ �OP NE`Ny M M M M 2nd Floor N _ 2nd Floor N J - � key plan EL. +10'-0" " EL. +10'-0" - -- - - - - - - -- - 2 Stair 2: Second Floor Plan ZD J 1 ; I II I ( u I - I� i - � � IT-O" WB-1 5B" Gypsum '� � - board w. level finish 7" 2�-8" 1 " i � 9-4, 1 f T I I E L 5 1/2" client 4 Dana Ben Ari&Nikola Duravicevic WD-9 Solid wood - - - 331 (' ------ - — WD-9 Solid wood io 282 Washington Avenue hpoly handrail w.stain & j co handrail w.stain & ao of finish _ —moi Brooklyn - -- poly finish J NY 11205 -- — _-- architects Shenton Architects LLP Plymouth 195 PI m Street Y j UP 15 risers o Brooklyn WD-9 Solid wood stair M tread & riser w.stain & � j WD-9 Solid wood stair '', �—� NY 11201 tread & riser w.stain & poly finish j �� poly finish SO-� � L 320 Livingston Street, 2nd FI. 1 2 /' 3 Brooklyn --- -- -- - --- - - - - NY 11217 1st Floor 1 st Floor structural engineer Silman Associates 32 Old Slip, 10th Floor New York NY 10005 4 Stair 1: North Elevation 3 Stair 1: West Elevation 1 Stair 2: First Floor Plan mep engineer 2LS Consulting Engineers 150 West 30th Street New York NY 10001 civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Stair 2 (ST2) Enlarged Plans & Sections status Permit project no. 1410 scale 1/211 = 1'-0" drawn by SA date 02.05.2016 page 25 of 28 drawing no. A-331 . 00 All dimensions to be checked on site.Do not scale. MT-1 Standing seam MT-1 Standing seam metal roof metal roof T.O. Roof 1- MB-1 Self-adheriing T.O. Roof MB-1 Self-adhering sheet membrane EL. +2 ' - 3-3 sheet membrane EL. +23'-3" 1 1" Plywood roof deck - s Plywood closure I' 1" Plywood roof deck 1 behind rafter 6" Closed cell spray foam T 6" Closed cell spray foam insulation R-09 14 insulation R-09 WD-7 4x12 Rafter,refer to B.O. Ride WD-7 4x12 Rafter, refer to structural drawings 9 structural drawings B.O. Ridge _ II g EL. +21'-3 3/4" WD-5 Tongue & groove EL. +21'-3 3/4" WD-5 Tongue & groove ceiling boards I; ceiling boards _>< WD-2 1x4 Vertical wood siding,open joint— Pressure oint Pressure treated 2x4 horizontal batten w. beveled top edge,16" vertical centers MB-4 Liquid applied membrane weather barrier 3/4" Plywood sheathing sWD-2 1x4 iding,open joint Vertical wood 2x10 Stud framing 4 II Pressure treated 2x4 Batt insulation R-19 I- horizontal batten w. beveled top edge,16" vertical centers 2" Closed cell spray foam insulation R-13 x �' �; -MB-4 Liquid applied WB-1 5,8" Gypsum board Ali x membrane weather barrier w.level finish 3/4" Plywood sheathing t ---2x10 Stud framing �X 2" Closed cell spray foam N Cn Y''r 'jl insulation R-13 Batt insulation R-19 MT-1 Standing seam metal roof / = WB-1 5B" Gypsum board MB-1 Self-adhering sheet membrane ; -/ w. le v :s• `s. els finish , 1" Plywood roof deck / h6" Closed cell spray foam insulation R-39 2x Rafter block I WD-5 Tongue & groove Y Wood block at stud location r::i .� ceiling boar I ds % 9 Sheathing meet underside ; I of decking / - V2" di g � a. bolt in oversized - % P bore hole w. late washer& I- I / - I�� VIII WD-6 S4 Tongue & double nut in counter bore at groove roof deck boards y to of rafter,fill bore w.epoxy T.O. Wall r'f T.O. Wall 1 / / flush w.top of rafter li - _ f I T.O. Wall WD-7 4x12 rafter,refer to EL. +12'-3" -_ - EL. +12'-3 structural drawings- l; = -- Solid hardwood 4x block _ EL, +12-3 WB-1 5,8" Gypsum board / W. level finish I. l Batt insulation 12 t'on R-19 / 2" Closed cell spray foam - j - insulation R-13 2x10 Stud framing 1-joist, refer to structural I drawings MB-3 Self-adhering sheet Second— SecFloor i"_ _ membrane EL. +10'-0" - - Continous steel angle / _ revisions HSS Beam refer to - - = Continous steel angle Wood cladding to match =1 � �-�_. 9 = 9 structural drawings y exposed lulam face _ WD-8 Glulam beam w. �_ p g steel Z reinforcement, refer to ;i� 3/4""PI ood sheathing hu 4'-0" Pressure treated 2x4 MT-9 Metal flashing�� - i structural drawings yw g horizontal batten,16" Steel angle suport for \ 'k' `I f- �' s; , vertical centers,every other - , MT-9 Metal flashing / Steel angle support for section staggered 8" i vertical) aluminum hurricane _-_ 11i aluminum hurricane ; y,sections overlap B.O Glulam screen track - screen track oh�l 8" horizontally B.O. Glulam StYeel angle suport for B.O. Glulam _ / �� WD-8 Glulam beam w.steel EL. +8'-6" -- - - f aluminum hurricane screen EL. +8-6 MT-9 Metal flashing Aluminum track for track EL. +8'-6" /� Z reinforcement,refer to M hurricane protection o - Aluminum track for structural drawings fabric co hurricane protection fabric Aluminum track for Aluminum frame hurricane protection fabric glazing system MT-9 Metal roof flashing seat&signature GL-1 WB " Gypsum board ���E D qRC -1 5'8 ceiling 'lam ) 6�A Steel column, refer to structural drawings (P Aluminum frame glazing 1 Aluminum frame glazing ATF 2151system yQQ GL-1 system OF NE`N it GL-1 i I key plan io = 00 . _ 0o 00 2 I II I -WD-9 Wood floor Warmboard-S plywood 1 subfloor w.radiant tubing or approved equal Steel column, refer to ! structural drawings I I II MT-8 Recessed aluminum bar grille - - MT-8 Recessed N 6x6 welded wire mesh ! 3 aluminum bar grille - --- MT-8 Recessed aluminum I I i I I 'I; 6x6 welded wire mesh ;r, I i I N I --CC-2 Concrete walkway _._CC-1 Concrete floor CC-2 Concrete slab on � bar grille client - CC-2 Concrete slab on grade walkway Concrete substrate slab grade walkway - CC-1 Concrete floor w. Dana Ben Ari&Nikola Duravicevic ! I I j I I I Stainless steel anchor radiant tubing -embedded for hurricane -3/4" Plywood subfloor Stainless steel anchor Stainless steel anchor II g 282 Washington Avenue I protection fabric embedded for hurricane j ! — ___- Brooklyn - - - -- - embedded for hurricane protection fabric --Concrete substrate slab -- protection fabric NY 11205 s - First Floor- - - ;IFirst _ First Floor �_. r - - - - EL. +0'-0" =�, � I� 3�4' Plywood sheathing I --- architects r D r l - =- - EL +0' 0" --- Shenton Architects LLP Cl) 1 a y _ _', `� 195 Plymouth Street -` 1!, M II II I( }( ! ii I I to _ _i_ _ _ir - _ _ _ - J = - _ - -� -- - � - _, � I I� ) I I, I I)� j c r_ p 1 �_'�- '_{ I ; -'�_.7 F �� ; 1 '- t. � _ - - - _ _ I I � � I ,_, � I Y )' 3 N M N I',r I ,� _� , �- y_,^ ,_ ' .., Brooklyn P I T - t` e-e='p or�'q lazl YgT `�j --Sound attenuating batt l _VV e fbr i� - � g NY 11201 7 ys em,ryii er Tai -I _' ,- °_ o __ _ - s�ystem,�mer dazing - W - �� r r - insulation i+ ;l`h,_ .I,=' 1 �,`�, I. � of n I ,- SO-IL Y spa e quail __ ,_ b pace �- P �� ! �� ��� i . I eq p�rh ____T � s dor gl Ing }-�, '= r r - - J _ - _--I, --!_ -- y - - g = } _ 320 Livingston Street 2n _ ontlnuous 2 LS elf o _ -'' f s '-'. p D ` - 11 I Joist, refer to structural Br d FI. r hTe st _ - 3" Closed cell N - �`ti I a rsp ce equally _ D _ - r ceiv co6crete Ikwa - - , drawings Brooklyn spray foam -I �, _ I L,I r ,`r NY 11217 r i s I ion R 0 - - 8 °*- 4 st �ebar aj8 - P Y - - structural drawings D ,I _` - --- - - _ ra 1-joist, refer to Insulation R-19.5 � - - -I- 1_rt_. �_ _ f fern r c't r�l-dr - I S D u l - 51 I tuid pli d „� _,�� ` me k7r e w tdrl5r ofin D D p y Batt insulation ,_ _ - _ _ structural engineer _I Ir, ,� - � D , - �`_. - - , do i "erimt r ° Silman Associates - _ i ati - 3 Closed cells ra D res d s one ren a1n' re�e� g IT IL Batfoat insulation 10R-919.5 D D r `i - — v�At 11 `iI_ �I 1 V '� -� 1 ' J` „ - I I I -WB-1 Suspended 5B" gypsum 32 Old Slip, 10th Floor R board ceilingNew York `` D f L I- LI - J Cast in place reinforced u cla p le fin_ 3" Closed cell spray foam IL 11 li—IiD r D D ° ' em ren ate r ing + `r, - ,�+ r -, -�, ° - ! _ _, �,I NY 10005 o r concrete foundation wall ,y r I f insulation R-19.5 CO b _ r ° °°'° - _ 0 2x4 stud framing me en ineer 1_;;� o r e al I � I '�� _I�, ° . 9 P 2LS Consulting Engineers WB-1 5B" - - _- - - - -- gypsum board LL _ D D D6 D °° CI - i J ° ;J,_�' - J` 150 West 30th Street Rat slab,refer to — T _,`�' r ° ° D •o structural drawings Rat slab, refer to structural drawings D ° ° ' = °` D o D New York NY 10001 Crawl SpaceElo d ° o J �nfll Crawl Space _ D ° D °� D :' - _ - - a rl� - `� . ,, civil engineer IT " ]1 IT G D I- '�_ LI ,-, -iJ - I _,- o ation r I L EL. -5-3 u dati i I �� ° ° -- J = 1, ' J- J J ,.- U( l of J1), DD 1"1 0 j':J-cl J , �I - - - _ 2 Insulation R-10 0. 1,10, (J���'�. �nUoi-Ji�00 ` _"J" n_ Rigid I_�' -ice `I 'I ° DB Bennett 201nkber Street ILMB-5 Liquid applied rY J- L, � „-, ' _ °y membrane waterproofing East Hampton ncrete tl g r er to ° ° - NY 11937 HCast in lace reinforced - t u ural1d ng D D °" D ° °0r • ` D �u° Ot-Wel a ea -- ° ° ' D D y , - concrete foundation wall surveyor _Ji L B.O. Footing ° ` ° ° ° n ton =' ° ° _ u ed t n B.O. Footing _ _ a ° ` - ---- WD-10 Flush baseboard EL. -6'-11" - D D DE 11 Basement l AEL. -6-1 I - Ho a idn rain4E JI ° ° D x ( oa d 586 Main Rd.Nathan Corwin Land Surveyor EL.--10'-8" CC-1 2" concrete floor w. Jamesport -7�e1- heri g, o t f ofin of IT ria _ ci D D s ee mem _r e aw h - - radiant bslab on grade, refer NY 11947 t - water r I g l J^_\ Protect title U J1_ � I — } to structural drawings M_BIF ,t eldeddJ t H 11 TT IL7 -2" Rigid insulation R-10 LL s f3 'Itic s ��t vapor a ri r -T;� I: ° �°d 1 =`� ;,° MB-8 Hot welded seam East Marion House "�Cr tb e asphaltic sheet vapor barrier E[ H-IT -1 L-7 11 fl: 11 il _LLRocky Point Road, East Marion, NY o :E iL H L D ° 4 0 ° D a 6" Crushed stone I L _LL AL —11 ITHET B.O. Footing _ _ g °O LL Concrete footing 9 9 drawin title EL. -12'-11" Refer to structural drawings IT-11 �i L, _L -H - 11 ]i___1L ]i _H L_:E_ 11 -1 H 11 H E 7 MB-8 Self-adhering sheet Exterior Wall Sections 1, 2 & 3 JL :E T - waterproofing (Typical) —H H_R_ L_ 1!- IT__:=1 3 Wall SectionT_ _77 _F -T-T--L[- 2 Wall Section _ — status Permit project no. 1410 1 Wall Section : - scale 3/4" = 1'-0" drawn by SA date 02.05.2016 page 26 of 28 drawing no. A-601 . 00 All dimensions to be checked on site.Do not scale. \ Y i MT-1 Standing seam metal roof T.O. Roof + _ MB-1 Self-adhering EL. +23'-3" sheet membrane 1" Plywood roof deck 6" Closed cell spray foam �� r insulation R-39 --- - WD-7 4x12 Rafter,afte refer to B.O. Ride structural drawings III 9 g - EL. +21'-3 3/4" WD-5 Tongue & groove ceiling boards 1y !Y )' litr WD-2 1x4 Vertical wood siding,open joint - Pressure treated 2x4 horizontal batten w.beveled top edge,16" vertical centers - MB-4 Liquid applied membrane weather barrier _ 3/4" Plywood sheathing 2x8 Stud framing , 2" Closed cell spray 1 PF foam insulation R-13 Batt insulation R-19 MT-1 Standing MT-1 Standing seam metal roof ' ' g seam metal roof WB-1 5B" Gypsum board _I rr I MB-1 Self-adhering sheet membrane _. MB-1 Self-adhering sheet membrane 9 1Plywood roof deck -' ? :, 1" Plywood roof deck 6" Closed cell spray foam ♦ spray�� ����,£\�., ♦ insulation R-39 6" Closed cells� ;`�.'.,� ';._r`,, \� r. P Y foam insulation R-39 Wood block at stud location - Wood block at stud location `\ `,A, �♦\ 12' dia.bolt in oversized bore hole w. �. l pate washer& double nut in counter \ s _ ` n /.,. '' 12" dia. bolt in oversized bore \ , > ♦ sunk bore at top of rafter,fill bore w. ' �. hole w.plate washer& double y I nut in countersunk bore at top epoxy flush w.top of rafter I'� -� �I.�\\ of rafter,fill bore w,epoxy flush \ 4, \\\ WD-6 5/4 Tongue & �;� \� w.top of rafter sSolid him hardwood 4x �! \ _• e i. ♦ groove roof deck boards WD-6 5/4 Tongue & T.O. Wall t _1 WD-7 4x12 rafter, refer to I ♦\' groove roof deck boards - T.O. Wall EL. +12'-3" _ \ structural drawings _ I \� L.. \� - EL. +12'-3" l WD-7 4x12 rafter,refer to _ ; MB-3 Self-adhering sheet - --. structural drawings \\ membrane -' MB-0 Self-adhering sheet ! HSS beam membrane l reinforcement,refer to \ . l structural drawings ♦` I 12 - 1 Solid hardwood 4x \� 1WD-1 1x4`Vertical \� _> I shim \ 12 wood siding;closed 11 - r WD-1 1x44 Vertical Cl) joint \ ♦` ". _j l,l wood siding,dtosed ♦� 11 II - _ Y 4'-0" Pressure treated 2x4 horizontal ♦\ _ Cl)" jM� joint �\ ♦♦� revisions = batten,16" vertical centers,every other r ;. section staggered 8" vertical) ,sections ♦� _ I 4'-0" Pressure treated \2x4 horizontal Y WD 8 Glulam beam w. II, overlap 8" horizontally ♦ steel Z reinforcement,refer to batten,16" vertical centers,every other \ - \\`� structural drawings section staggered 8" vertically,sections ♦� .\ WD-8 Glulam beam w.steel Z - v 'I overlap 8" horizontally reinforcement, refer to structural drawings ♦�\ t I `� \\\ WD-8 Glulam beam w. _ Steel angle support for aluminum \� _ j steel Z reinforcement,refer to \' B.O Glulam hurricane screen track \ B.O. Glulam ,� ,a +, B.O. Glulam EL. +8'-6" Steel an le su I I_ structural drawings m Soffit vent _ Soffit vent g support for aluminum EL. +8—6 =.=i EL. +8'-6" hurricane screen track - _- - 1 MT-9 Metal roof flashing M MT-9 Metal roof flashing Aluminum track for y� �� j MT-2 Custom corrugated >< hurricane protection fabric metal panel seal &signature Aluminum frame FLED glazing system I MB-3 Self-adhering �� q9C -= I sheet membrane GL-1 \5 y O T p I 3/4" Plywood W Yw sheathing 2" Closed cell spray m foam insulation R-13 a Batt insulation R-19 2x10 Stud framing � I,IIi- i SX321 OF NO IIJI_ I key plan 1 00 00 4 Continuous perimeter French - drain,a n, refer to C401 o, 6x6welded wire mesh iq, I Steel column, refer to CC-2 Concrete slab on R structural drawings grade walkway MT-2 Custom fabricated metal panel 6 CC-1 Concrete MT-8 Recessed aluminum ol;-_ Continuous perimeter French floor w.radiant bar grille 6x6 welded mire wesh n'-` - WB-1 5B" Gypsum board WB-1 _",;', drain, refer to C-001 l _ Gypsum tubing Stainless steel anchor CC-2 Concrete slab on I;_ - WD-10 Flush base board- client _ - Concrete embedded for hurricane - grade walkway °- F WD-9 Wood floor WD-9 6"x6" welded wire mesh - Ia{ilii Dana Ben Ari& Nikola Duravicevic substrate slab-- protection fabric Wood floor �,'' p_ t ',� 282 Washington Avenue 3�4" Plywood -- Weeps for glazing system, --Warmboard-S plywood WD-10 CC-2 Concrete slab on --I �'-- subfloor w, radiant tubing or I rade walkwayBrooklyn subfloor -, I',- 9 g min 5 per glazing bay, Flush base- First Floor spaced equally approved equal t I� NY 11205 First Floor --- 1- --_-_ ____ - Soffit vent -_- - - _--_-______ -- - Soffit vent- First Floor EL. +0-0 -0 EL --- . - architects arc e s _ 1 1 - .\4i\11 1 �- \ i i. lt --- o Shenton Architects LLP \µ{� n r r o ' 1 i �I 1 -"-` o r kV_' - -' '1 ,= f� l - _i =;L._' i,' K m o Plymouth Street _ 195 P u n- M n I N N �I I Y M M N ', 1 Brooklyn M u, P, II II II 11 )I )L Il )I - w 1 1 '��'��f 1' .'1 , _Iii f �i-h ;r �n-i r I < .r - -1`� �'� 1-i, - _ ,�l NY 11201 -'! oh inu us sh (f-to °- _, �� _ - - - ° _ _ on in'uoas -� - � I - � _ � 2" s elf td , " - _ L r�delV p c Ete-11V I a r n ��i_,`" 1 i-. ,= -.,,� D � Y -, _�I` I ° 9 .� ' �'. f_�=,i � - -, � � r ' SO IL _ I y - ',- r�cely�c cr_ete �r�lkwa r ° n - _ _ ° I ,--,, -� _ ,_ ) i\ - Ti r ; `-- -Co tenuous 2�I hetf- _,,' -,TAT• - 320 Livingston Street,2nd FI. rues e ton ush t ne - 3" Closed cellsprayfoam _, ° �, ..i -'� � '- ° ° �-', } r r C r n _ I'^•, I� _ ° -1 -joist,refer to insulation R-19.5 �neW4y _'T Brooklyn c ��ff ulati 0 0 ,J' _� "i �L,k�� -1-`if - TI ' -Ri d n- - o oJn -Batt insulation R-19 n structural drawings ii in u atio �1 _ gye n " _Pb I - - structural en ineer Batt insulation R-19 _,�'`, 'C; ;, _ w a lied _ ->, _ - `'' -J' F _ _,�` , ` - L qui ir lie {- �' = a b ane�wa etproo i g - -._ 1-joist,refer to structural ,_ igid ins I n R - g 3" Closed cellspray u'1 ° - ( b n drawings ^rJ _ ,=_., r�. Silman Associates - �,- iq i ap lirr _, 32 Old Slip, 10th Floor foam insulation ° v .iJ b( —IJli_�, I 1'- Ji �t - - - ) n J . r n J� i 1 , R-19.5 n _°� r °J - '�,, w r, me brane�yvater o0 in r C,, - ,t Csa t' -re' o'.1 - °° ° Cast in lace reinforced r o• r r P °D �' lo._l New York - - NY 10005 ++ ° - -. ]i ret our�c�ati �rva11 _, �,_, n concrete foundation wall t- e - _, 1IT i O- ° ° ° ° ° n - (= ❑Cre el Und'4011 r IT -- ° ° - - �It elpray-fCIO 174 1 i mep engineer TF 7 �\ ® ° a J`�Jk' in Ii n 1.— �l`�o o r. o r' D r �-�� u- 9 2LS Consulting Engineers _LL tt in u a i --R 1 150 West 30th Street �IIL _ D `- New York NY 10001 Ra I b�efe t \�j_ '° '° Rat slab,refer to °• \ -; 7 IT CraWISpaCe y° tr' t+frl-drawl s �L structural drawings Crawl n raw Space 1 civil engineer , n — °° n ° d' i. , �� , „ , D ° ° n r o n -o D i"1_U� ::J 'Ir rarCrawl Space - ° ° DB Bennett EL. —5—3 �_'u N ° r �r� rai EL. —5—3J - _ `r_ ; Jo of � _,=r,--. � , _ \,�, ° ,.�,,_ oun i n� _ � .rte ° ° � - _ _ EL. —5—3 _ L , _ _�I 20 Inkberry Street _ _� _ East Hampton -TF- ]i Lc x_ J r_ �- w I,\O( °D _ICS 'a C i���Cx,(_ ° o ' C��`_ { ° ���'''�n�'_'''=�'�%����'�? �__ �_ J ter: n_ i NY 11937 _ 6" Crushed stone o• °o c r d ° no D n 0 -IT-b b d — I o D ` ° D n ° D MB-8 Hot welded seam o ° surveyor R _LL asphaltic sheet vapor barrier n n ° ° r �_ Nathan Corwin Land Surveyor B.O. Footing 6 y° ° ° n ° B.O. Footing o D ° °Op . D ° O OD ° ° ° ° g _ °° tl° 1586 Main Rd. „ - _ ° ° ° Concrete footing, refer to B.O. Footin _ EL. —6—11 144T -GO i r t foo i g, efer o - EL. —6'-11" ml I - L structural drawings EL. —6'-11" } - Jamesport s d I dradvi�ig MB-7 Adhered sheet NY 11947 membrane waterproofing T IEoncrat o ting fe =M - elf- err' H- I - IL E trubtur drawings - el fgni - IT- U-iL-IT H 1 � _L - _ project title t ]I I - o w Ided; eam-- L= 1�� emba a water o fin East Marion House a's halti apor barr e - FI � -- of e d -sea "Crus E Ji_T t e - 1 1 11 Tl hal is s e t v �r ie Rocky Point Road, East Marion, NY ru e ton �-IT iL— L____1�n -i-iL li=� T drawing title HL-1i -1 _LL � I - ]J IL IT4 Exterior Wall Sections 4, 5 & 6 11 H (Typical) _U IT - status Pe project no. T-_L� li_�i_]T IL ___[L _H ]I Ji i 6 Wall Section - 5 Wall Section 4 Wall SectionH I 1 77 7_7 Permit drawn b 1410 ;� _ scale 3/4" = 1'-0" y SA date 02.05.2016 page 27 of 28 drawing no. A-602 . 00 All dimensions to be checked on site.Do not scale. MT-1 Standing T.O. Roof seam metal roof _ EL. +23'-3" MB-1 Self-adhering sheet membrane -- --- -T --r- --- ---- -{--- - 1" Plywood roof deck - DIUr 1 - 6" Closed cell spray foam insulation R-39 B.O. Ridge EL. +21'-3 3/4" 'I It 11 °I 'I l l `i t _1 WD-7 4x12 Rafter,refer to t structural drawings WD-5 Tongue & groove ceiling boards WD-2 1x4 Vertical wood siding,open joint Pressure treated 2x4 T horizontal batten w, beveled u.., top edge,16" vertical centers "'i membrane Liquidapplied barrier T.O. Wall / �I EL. +13'-5" h ,: /,✓..;, Y: ��" /, I' _�_ ,, 3�4" Plywood sheathing :n:: r> =I 2" Closed cell spray /'`'� :" ' j' Al foam insulation R-13 Batt insulation R-19 T.O. Wall EL. +12'-3" 2x10 Stud framing WB-1 5B" Gypsum board MT-1 Standing seam 1:: < j metal roof MB-1 Self-adhering 'v sheet membrane pm 1' Plywood roof deck : ."" '� �/ ,� ;� ° ; r wood U4wood 6" Closed cell spray foam opened joint revisions insulation R-39 / 4'-0" Pressure treated 2x4 horizontal /moi ., WD-7 4x12 rafter,refer to %<<?%::<: -.. % -`- structural drawings i .: :;:•: :: '-' batten,16" vertical centers,every other g / _ - section staggered 8" vertically,sections I,, N c'Y;> overlap 8" horizontally Dropped ceiling I g 2x8" supports, %:�G'�_ :;:•: u ? ._.'I HSS beam,refer to structural drawings refer to structural drawings i _ ' / p„I Steel angle support for aluminum B.O. Glulam - _ _ _ _________ _ B.O. Glulam r ----- a hurricane screen track EL. +8'--6” MT-9 Metal roof flashin h'' _4: EL. +$'-6" ! 9 Steel angle support for aluminum hurricane screen track MT-2 Custom corrugated I metal panel x ! MB-3 Self-adhering Aluminum track for seal&signature IIII sheet membrane lila _ _ I=y N I ,; hurricane protection fabric RE D 3/4" Plywood sheathing Iff M Aluminum frame 2" Closed cell spray glazing system O �i�A GL-1 foam insulation R-13 III,. N Batt insulation R-19 - x- m 2x6 Stud framing 032157 �OQ� F N E IIIII Y key plan lilt :� io ZD 00 iv I I I - 8 I i III I I I� I II i I � Steel column refer to i structural drawingss ! MT- 8 Recessed e i' aluminum bar grille I I 9 < Y CC-1 Concrete I F I io v I N floor w.radiant ° I CC-2 Cast in lace P tubing concrete walkway Concrete MB-5 Liquid app lied1" Plywood sheathing -------- j q substrate slabmembrane ater waterproofing client refer to structural ---- - O I - 3�4' PI ood Dana Ben Ari &Nikola Duravicevic drawings - slubstr toe slab 1 1/Z" joint w.compressible 282 Washington Avenue 2 1 3/4' x 5 12' LVL, I 9 - - I subfloor filler& sealant CC-1 Concrete I Stainless steel anchor -- - _ Brooklyn , 3�4" lywood ----, 2x (3) 1 3/4" x 512" LVL, --- -: i 4 x I -! Y N �Y;T., tubing subfloor li NY 11205 refer to structural g embedded for hurricane . . . protection fabric Floor Floor drawings _ ------ - ------ arch Itec i s EL. +0'-0„ Soffit vent EL. +0'-0" Shenton Architects rh it t L LP Battinsulation 195 PlymouthStreet NY 11201 MT-9 Metal roof flashing Brooklyn i4 A �- 1 N a a u` 320 Livingston Street 2n F -- d I. C ast n Ice -- -- 7 I " —Suspended concrete Brooklyn rice NY 11217 soffit panel 1 'r 7 ,!1' _,-r�'�, `a f - _ Plywood stiffeners 1,-s,_,_r. ,�-,,-,o- i insulation R-1 '?;' -- btwn studs structural engineer Continous perimeter _ - "_d " h - _ _ MT-7 Custom Silman Associates French drain,refer to +�' _ -I - - - -- -- - -_. C-001 _-r _, „ J _' fabricated claddingi f L 32 Old Slip, 10th Floor panel New York I-101St,refer to structural NY 1 005 _ - drawings Aluminum frame WB-1 Suspended 5B" p gypsum glazing system �= board ceiling mep engineer Solid blocking btwn steel and GL-1 2LS Consulting Engineers 7 h three adjacent joist bays at 3' Reinforced concrete 150 West 30th Street �I O.C.Refer to structural drawings g New York r ° retaining wall - - LU - - — - W 1443 w.WT8 at 3'0.C, Grade beam,refer to NY 10001 refer to structural drawings structural drawings - oo`� 2" Rigid insulation R-10 C3 Continuous steel shelf angle w. civil engineer stiffener,refer to structural Crushed stone -- DB Bennett _ a LIL 2 i MB-5 Liquid applied drawings 20 Inkberry Street �I_,o membrane waterproofing East Hampton IT U-1o r, °. CC-1 2" concrete floor w. 2" Rigid insulation R-10 ° Cast in place concrete radiant tubing foundation wall draiConnage metal trench NY 11937 Concrete slab on grade, refer draina e to structural drawings MB-5 Liquid applied WD-3 Wood decking surveyor T I membrane waterproofing e ton u f :1 --- Nathan Co rw in Land SurveyororWD-10Flushbaseboard ielepBasement nti Basement 1586 Main d.membrane roofing EL. 10'-8" IL CC-1 2" concrete floor w. EL. -10'-8" amesport o radiant tubing NY 11947 p ° Concrete slab on grade,refer C , to structural drawings _ ` - a ' r,N+I rr-N�;N+r H+{ 'f � } r r � [ r r � r r r r r 2" id insulation R-10 Rig JOo ° ° �',j)r_7C„�, bC MB- _ —YJ(, X_II_) , 1 , �G xr�_.1^_ ,v_ rJr o � Cti, kr`�.'- -I�r�°�� IG- ,_,OC.XcI,_J�C�. o�,�r,��-)��_.n ,-Xo� ,r, 1 .r_' ,O vI•.l�,r_,) �I,.Gtr. ° �_Or�G-'°GrJv-l(o" ao o Cw 8 Hotwelded seam -0, _ ° easpa --- East Marion Hous cseevaporarrer Rocky Point Road, East Marion, NY 6" Crushed stone 0 _iL_E bo B.O. Footing _ ° ° Concrete footing B.O. Grade Beam �, !. r ur)r .=_I r drawing title EL. -12'-11" iL i Refer to structural drawings EL. -12'-11" I IT —MB-8 Self-adhering sheet - Exterior Wall Sections 7 & 8 waterproofing (TypicaD l stags Permit Project no. 141 O IL I.. k—A 1i h 8 Wall Section - 7 Wall Section t- scale 3/4" = 1'-0" drawn by SA date 02.05.2016 page 28 of 28 drawing no. A-603 . 00 r) O V \% s4 S 4 w All dimensions to be checked on site. Do not scale X4.96 00 C)\a PARCEL 7 � `S6 � DRAINAGENOTES" �• / / / J� Q) 640 o/ THE EXISTENCE AND LOCATION OF AERIAL,SURFACE OR SUBSURFACE UTILITIES INDICATED ON THE PLAN ARE NOT GUARANTEED.THE CONTRACTOR SHALL HAVE A UTILITY MARKOUT PERFORMED PRIOR \ % TO STARTING ANY WORK. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO \ / - 6 EXISTING UTILITIES,AND SHALL EXERCISE CAUTION WHILE WORKING EA O� O 0 � L \ / / � � NEAR UTILITIES.EXCAVATION IN THE VICINITY OF EXISTING STRUCTURES AND UTILITIES SHALL BE DUG BY HAND.THE CONTRACTOR WILL /, � " � J COORDINATE WITH UTILITITY COMPANIES REGARDING SHORING,BRACING AND MODIFICATION OF THEIR 00 -7 O / j" _� � UTILITIES AND APPURTENANCES AS REQUIRED TO PROGRESS THE WORK.THE COST OF UTILITY IDENTIFICATION,COORDINATION,PERMITTING AND PROTECTION WILL BE INCLUDED IN THE PRICE OF �) �Q�OZ� ��Z�� �v \\ ��� 9 '� ® 6�" %/ i THE BID. o/ �\ v Q� / O \\ �S (D E j \48 DRAINAGE SYSTEM DESIGNED TO STORE RUNOFF PRODUCED FROM 2"RAINFALL. Q r Q-1- c) �\\ Q��vQ J / / �� / L O / WALKS/PATIO: COEFFICIENTS: " / / OLKS/PATIO:0.9 _4, LAWN:0.15 o R� Ew , `�*`60 \ Q Q J \ / Y 6 \ \ �S S� / Cp NCE y \ DURING THE COURSE OF DRAINAGE CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES OO�Q \ / u RAMS PUMP NOUS 1 Q� 1 g N• i WILL BE REQUIRED.SEE EROSION AND SEDIMENT CONTROL PLAN FOR SEPCIFICATION. Z DRAINAGE LEACHING POOLS SHALL BE MIN.10 FT FROM ALL UTILITIES AND 20 FEET FROM SANITARY S = F\ND M 1. SYSTEMS. OLE --\0 CONC. Of CD O "� JQQ \\ \ ' j/J � (� \\ DRY WELLS SHALL BE MIN.10 FT FROM WATER SERVICE. i "Q- w \ \" ` �� C / \ \ 1 V Z 4 DRY WELL SHALL BE MIN.20 FT FROM SEPTIC SYSTEMS v \ r J \ v J /' % I J� S L O \ ALL PORT O % ' �� Z / IONS OF ASPHALT TO BE REMOVED SHALL BE SAWCUT. 00 ' \ THE CONTRACTOR IS REFERRED TO CONTRACT SPECIFICATIONS PERTAINING TO EXCAVATION. DRAINAGE CALCULATIONS WATERSHED 1-MAIN HOUSE ROOF 6,355SF ROOF X 2/12 X 1.0 = 1,060 Cut. /,� 1,060/68.42=15.5 VF 1OFT DIA.DW REQUIRED J \ \' \ \\ USE(3)1OFT DIA.X 6 FT DEEP LEACHING POOLS(1,231 CU.FT. PROVIDED) t LOT�' 6 , / WATERSHED 2-GARAGE ROOF L 864SF ROOF X 2/12 X 1.0 = 144 cuff 00 144/42.24=3.4 VF 8FT DIA.DW REQUIRED USE(1)8FT DIA.X 4 FT DEEP LEACHING POOLS(169 CU.FT.PROVIDED) \ \ `• E R C}f DRA \ \ L D I �� -- PROPOSE \ � � � '\ \ ETAIL \ °° HAY BALES \ \ \ ' \.\ DRY WELL SCHEDULE NIO \ \ \\ % \ W NO. SIZE(DIAxHT) \\ DW1-DW3 8'X 8' ROOF WATERSHED 1\ E NC DRAIN \. ( ) \ \ \ \ \ p \ \ \ I \ II 8'X 4' ROOF(WATERSHED 2) DW nom\ ` a (0 IS \ \ I EE DRIVEWAY TRENCH 0 4Z \ EXIS71N �� IN DETAIL -� Q� PROPOSE / / \ ROPOSED SILT , I GRADE M' FENCE � —GRANITE CAMPBELL U ' / f / /� L e' " NO.21048 OR EQUAL ^[� Q .1 j �, e, MIN ^ FINISHED GRADE /%' %. / I /O MIN \ F y ,Y IX DEE ; ROPOS' NITARYSYSTEM •` O \ _ �(V �� i I ' DIEt L / a 1,500 GAIL. T \ RIM / '0X8'L s n"J i \ (2)8 cU� WRAP WITHCONCRE 2-0" oz.(MIN.)NONWOVEN W OUGEOTEXTIL (FILTER FABRIC)® CONCRETE:4000 PSI P \ \ / / \.\ \ j \ D ASTM A615 GRADE 60 of INVERT S" b / w v ^ J \ SED 1,0 G 1� ° ` ST CKPILE AREA UNDERG OU D �_� e \ I Z m \C \ ' PROPAN TA K ��°o?4y \ \ I r 1"x 5-3/4" ` w pp O�< q VCi C ( QO� \ \ z OPENING— ho 3 ZZ C9 co �' o o ° nate summary _ \\ c} , O �� ASE ELEVATION �� a 2�. L revisions ,o O �\ \ \ I �d d (TYPICAL) C \ PROPOSED POT E \ \ i �I ELL ` \ j .� � ' I I ,—FENCE ,W � .. :• .. ..• •• ,� I U)8.3 S. oo� o°���,° oI CE n COURSE GRAVEL- � �� LLS F y �� CO�� II `.� R _BAR ,, � \\ � SECTION \ DRY WELL DETAIL F S NOT TO SCALE seal & signature CD0 LI1 \ 1 E A N F NES, � m v EORGE, ME DAMS ° y r a A S G E LA ; '' c j DREW B BEANETT GE GARAGE IN U1 \ E. a o '\� PARC�'L \2 N/°\AMPAs a� 0 \ \ \ \ PROPOSED SILT \ ASkey plan FENCE F O TI ' ` - L A A \ AS ACL ,PRAI�EAS, \\ o kNTI pI A S _<q,ONS NC IJL \-12"MIN.A4 NEI' RING OF 56- \`\ ` \\ \ \ \ I O H 2-1/2"0 CRUSHED STONE SHE PLAN _ -177 10'X30' 3.8 E. SHED TURNAROUND _PIP E i \ S ED N \ 2.6 \l O\F \ NA r 0 S N \ IRE i Fo S jA S O S SOUTH NORTH \ / L s T e EASEMENT e client 2 FT CLEAR 10' PAVEMENT MADTH 2 FT CLEAR Dana Ben Ari& Nikola Duravicevic \ G 282 Washington Avenue CENTER OF DRIVE Brooklyn NY 11205 \ \ THEORETICAL GRADE architects DETAIL 'A' Shenton Architects LLP 195 Plymouth Street F 'lv�-- —/r�� _roe rroor— ®c9 — \ \\ N\C/ �SIADIS Brooklyn t"a / �/ \\` \\ ` O T A s C H 1 "Y, S IA I�I S 7' DEPTH OF 3/4"BLUESTONE ON OIL NY 11201 /� C L E C H y `— \``` \ \\\.. \ ` NIC( I THE R I IV 4" TOPSOIL AND SEED 6" COMPACTED RCA BASE COURSE 4" TOPSOIL AND SEED SO-IL / — — \` \\ �A T1 1 STABILIZED SOIL BASE 3320 Livingston Street,2nd Fl. Brooklyn O _ NY 11217 \ \ \ � � DETAIL 'A' 0 structural engineer Silman \/ \ \ \\'\ \� �d ' N ® TWO COATS OF OIL & BLUESTONE FINISH CUT & FILL ESTIMATES FOR DRIVEWAY 32 Old Slip, Floor i \ \ \ \ O CUT: 450 CU. YDS. / \ \ \ \ V/0/ ARA c9 6" RECYCLED CONCRETE AGGREGATE (RCA) FILL: 50 CU.YDS New York 514 // \ L N V N f�1 b ABI A$E OMP C11 NET: ANY EXCESS MATERIAL TO BE NY 10005 \_ O j I V ® `(STANDARD PROCTOR USED FOR FILL AROUND HOUSE. I 2 j , \ \ \ \'�, PA TR C � mep engineer \ 5 ji \ \\ \ \\ '9 O iT1 2LS Consulting Engineers 5� 09 TYPICAL COMMON DRIVE SECTION 150 West 30th Street \, (NOT TO SCALE) New York cpl ® \ I \ 5 / / 5U . %/ 1 \ NY 10001 \ \��� I 48 civil engineer \ ' �j \ \ PROPOSED CONSTRUCTIO I ;,E SPECIFICATION CLAUSE DB Bennett / a, RT ENTRANCE E 3 Railroad Avenue, P.O. Box 1442 46' \ RO,q� , s.2s"(160mm] S100K POWERDRAIN -LOAD CLASS B East Hampton EE NOTE 4 PAVEMENT PER DESIGN NY 11937 DOCUMENTS GENERAL / �' \ ` THE SURFACE DRAINAGE SYSTEM SHALL BE \\ \ \ POLYMER CONCRETE S100K CHANNEL SYSTEM WITH surveyor DUCTILE IRON RAILS AS MANUFACTURED BY ACO SLAB ON GRADE WALKWAY 1' O POLYMER PRODUCTS,INC. Nathan Corwin Land Surveyor (SEE FOUNDATION DETAIL) \�- 0 0, MATERIALS 1586 Main Rd. CHANNELS SHALL BE MANUFACTURED FROM p \ I I f James ort \ d POLYESTER RESIN POLYMER CONCRETE WITH AN NY 11947 \� \" \ i p INTEGRALLY CAST-IN DUCTILE IRON RAIL. MINIMUM PROPERTIES OF POLYMER CONCRETE WILL A a As FOLLOWS: project title ' Iv a FLEXURAL STRENGTH: 4,000 PSI COMPRESSIVE STRENGTH: 14,000 PSI ZO I . M,,, 00 -� _ '' \\ \ / [�Fj 1 G `®� 00 d a TENSILE STRENGTH: 1,500 PSI East V st Marlon House \,\ J ° 4"[100mm] d WATER ABSORPTION. 0.07% O ° / d / FROST PROOF YES Rocky Point Road, East Marion, NY 6117 SALT SPRAY TEST COMPLIANT YES PASSIVE USE TURF SOI � .� O o EEL GING o 0 0 0 A.: -I I-) N Q 4 / DILUTE ACID AND ALKALI RESISTANT YES O 4 Q 00 o O \ \\ / INTERNAL WIDTH WITHA629"(160mm)OVERALL drawing title AGGREGATE 0 / THE SYSTEM SHALL BE 4" 100mm NOMINAL COMPACTED FILL - - - I ,� �O Y / / / / / WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL . OR UNDISTRIBUTED d CC) o4 INVERT SHALL HAVE DEVELOPED"V"SHAPE. ALL Cx� �` CHANNELS SHALL BE INTERLOCKING WITH A CMI Site Plan SUBGRADE o 0 0 0 � Ooo `" � 4" t00mm POLYETHYLENE BARRIER I I \\\ ' RR 4 [ ) 4"[100mmj MALE/FEMALE JOINT. 8"PERFORATED PVC PIPEO 0 o I I I � !:�O� '� \ � NOTES: THE COMPLETE DRAINAGE SYSTEM SHALL BE BY FILTER FABRIC 0�O \ 1.IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ACO POLYMER PRODUCTS,INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER Status project n 2.MINIMUM CONCRETIE STRENGTH OFU4 000 PSI IS RECOMMENDED.CONCRETE SHOULD BE VIBRATED TO ELIMINATE INSTALLATION WILL VOID ANY AND ALL WARRANTIES Permit x'410 , AIR POCKETS. C IA T I \ �� \ t,e. 2 5 ) 3.EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL PROVIDED BY ACO POLYMER PRODUCTS,INC. O 9 Site AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED. CHANNEL SHALL WITHSTAND LOADING TO PROPER SCQIe drawn by Odo / \ TAT/O/f �i p! /N. 1 ' LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE As Noted SVG o \ 9 1 ��j J� ( 4.THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX.1/8"[3mm]ABOVE THE TOP OF THE CHANNEL EDGE. ® O O V 1 1 \ 5.CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS.ENGINEERING ADVICE MAY REQUIRED TO SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD date page OQ \ NI E P DETERMINE PROPER LOAD CLASS. CLASS SPECIFIED AND INTENDED APPLICATION. P g GRATES SHALL BE SECURED USING'POWERLOK' 02.05.2016 1 of 2 � O 6 (� O l n C E 6.REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. BOLTLESS LOCKING SYSTEM.CHANNEL AND GRATE O 1J SPACE 0250° a. ^' , \\� N WOOD e OPEN SHALL BE CERTIFIED TO MEET THE SPECIFIED EN drawing no. FRENCH DRAIN DETAIL �g GONc. M°` MARDI` �p ■ �' —_ DRIVEWAY TRENCH DRAIN DETAIL 1433 LOAD CLASS.THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SO Sca e ■ 5of NOT TO SCALE INSTRUCTIONS AND RECOMMENDATIONS. NOT TO SCALE \� EA C-001 . 00 V All dimensions to be checked on site. Do not scale. LOTAREA: 880,203 S.F.(20.207 ACRES) /-GRANITE CAMPBELL AREA OF DISTURBANCE:115,920 S.F.(2.66 ACRES) FINISHED GRADE NO.2104B OR EQUAL c, T 0 F- --n C, 0 ELEV 48.0 82 0.0' BROYM SILTY FINE SAND.15%GRAIII(SP/SM) ELEV 44.0 4.0' S 79-50"20 1 RIM DRAINAGE NOTES- _J u) 0 7-0' (MIN.)NONWOVEN UGHT BROVAN TO ORANGE 0 4, if LTER FABRIC) PLAN ARE NOT GUARANTEED.THE CONTRACTOR SHALL HAVE A UTILITY MARKOUT PERFORMED PRIOR FINE TO MED.SAND.20-40%GRAVEL(SW) REINFORCEMENT- LINLET 96 THE EXISTENCE AND LOCATION OF AERIAL,SURFACE OR SUBSURFACE UTILITIES INDICATED ON THE CONCRETE:4000 PSI co 0 TO STARTING ANY WORK. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO ASTM A615 GRADE 60 PARCEL 1 �5 - INVERT z EXISTING UTILITIES,AND SHALL EXERCISE CAUTION WHILE WORKING NEAR UTILITIES.EXCAVATION IN OCIV 64. THE VICINITY OF EXISTING STRUCTURES AND UTILITIES SHALL BE DUG BY HAND.THE CONTRACTOR WILL ELEV 21.0 27.0' �0 I (I N 1 9 1l'x 5-314" cr) // 1�1 15 COORDINATE WITH UTILITITY COMPANIES REGARDING SHORING,BRACING AND MODIFICATION OF THEIR OPENING C A/, C, 6 UTILITIES AND APPURTENANCES AS REQUIRED TO PROGRESS THE WORK.THE COST OF UTILITY 00 IDENTIFICATION,COORDINATION,PERMITTING AND PROTECTION WILL BE INCLUDED IN THE PRICE OF 4- NO WATER ENCOUNTERED /Y 04 Q) 00 THE BID. ASE E TO 27.0' BELOW GRADE 0 4J /Y DRAINAGE SYSTEM DESIGNED TO STORE RUNOFF PRODUCED FROM 2"RAINFALL. 4Z I DO LEVATION TEST HOLE 12/11/2014 C11) C�51 `Z� (� A- LAND, AIR, WATER 0 (Ty J Q: ENVIRONMENTAL 14� 7- 'V- 8203 1 148 73' RUNOFF COEFFICIENTS: ICAL) 'T SERVICES, INC. 2 ROOF:1.0 7 00 T WALKS/PATIO:0.9 �"Q ,V- 4112-4. 9 L 0 LAWN:0.15 Z� 6*MIN 4�- ')Q:_ (0 COURSE GRAVEL 4) '17- 41J I-) ITT SEE RY WELL SCHEDLTE Q _1� (�Ib6o DURING THE COURSE OF DRAINAGE CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES 4,J WILL BE REQUIRED.SEE EROSION AND SEDIMENT CONTROL PLAN FOR SEPCIFICATION. SECTION �.q DRAINAGE LEACHING POOLS SHALL BE MIN.10 FT FROM ALL UTILITIES AND 20 FEET FROM SANITARY PUMP HOUS SYSTEMS. UTt�-Ty D0LE _T1 C) Q_ V, DRY WELLS SHALL BE MIN.10 FT FROM WATER SERVICE. DRY WELL DETAIL �13 DRY WELL SHALL BE MIN.20 FT FROM SEPTIC SYSTEMS NOT TO SCALE &) 55 �7 II L OT Z0 ALL PORTIONS OF ASPHALT TO BE REMOVED SHALL BE SAWCUT. Z 0 0 -� IS 9c, THE CONTRACTOR IS REFERRED TO CONTRACT SPECIFICATIONS PERTAINING TO EXCAVATION. -7 B6 4, DRAINAGE CALCULATIONS Q) WATERSHED 1-MAIN HOUSE ROOF IV 6,355SF ROOF X 2/12 X 1.0 = 1,060 cu.ft. -0 1,060/68.42=15.5 VF 1 OFT DIA.DW REQUIRED USE(3)1OFT DIA.X 6 FT DEEP LEACHING POOLS(1,231 CU.FT. 0 T 6 PROVIDED) WATERSHED 2-GARAGE ROOF NO PROPOSED E R CH IL 864SF ROOF X 2/12 X 1.0 144 cu.ft. HAY BALES I\ 144/42.24=3.4 VF 8FT DIA.DW REQUIRED W USE(1)8FT DIA.X 4 FT DEEP LEACHING POOLS(169 CU.FT.PROVIDED) \\ 7 DRY WELL SCHEDULE �_12"MIN.RING OF NOO a DRAIN 2-1/1 CRUSHED STONE NO. SIZE(DIAxHT) PLAN rLEV -5' DW1-DW3 8'X 8' ROOF(WATERSHED 1) F E DW DW4 8'X 4' ROOF(WATERSHED 2) (0 IS I= DRIVEWAY TRENCH ExisTtNG IN DETAIL SPECIFICATION CLAUSE D E GRA ;7 1�1 __�FROPOSED SILT I 6.29"[160mml S100K POWERDRAIN-LOAD CLASS B PROPOSED------- �ENCE PAVEMENT PER GRADE I EE NOTE 4 DESIGN GENERAL MIN I I I DOCUMENTS 9 MIN \\ THE SURFACE DRAINAGE SYSTEM SHALL BE Cl/) 4'D ".,4s Nn`�RY SYSTEM L 0 POLYMER CONCRETE S1 OOK CHANNEL SYSTEM WITH 1,500 GA( DUCTILE[RON RAILS AS MANUFACTURED BY ACID (2)81 Is POLYMER PRODUCTS,INC. TES-T-H_LE OPOSED CONC�E MATERIALS 8 OUT AREA 1 CHANNELS SHALL BE MANUFACTURED FROM �zl I/ I I IIII n LOT POLYESTER RESIN POLYMER CONCRETE WITH AN V I�J, / /1 1/1 1 __Z INTEGRALLY CAST-IN DUCTILE IRON RAIL. 0� SE X 11,0 G UNDERG OU D MINIMUM PROPERTIES OF POLYMER CONCRETE WILL D STOCKPILE AREA AS FOLLOWS: PROP N T K �C7`_ 11,0 G LO or 0"'. < COMPRESSIVE STRENGTH: 14,000 PSI 0 _0 FLEXURAL STRENGTH: 4,000 PSI TENSILE STRENGTH: 1,500 PSI T 16 < WATER ABSORPTION: 0.07% 0 C) 16 - /� � 4-[1 00mml FROST PROOF YES �_�I CO L )T DILUTE ACID AND ALKALI RESISTANT YES Cl) 0 < B117 SALT SPRAY TEST COMPLIANT YES C�4 PROPOSED POT ELL F E N�CE THE SYSTEM SHALL BE 4"(100mm)NOMINAL N41 3 S INTERNAL WIDTH WITH A 6.29"(160mm)OVERALL (0 WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL 0 INVERT SHALL HAVE DEVELOPED"V"SHAPE. ALL VA/ 3.1 CHANNELS SHALL BE INTERLOCKING WITH A 4"[100mml 4"[100mml MALE/FEMALE JOINT. revisions dcte Summary NOTES: THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACID POLYMER PRODUCTS,INC. ANY DEVIATION OR 5.4 1.IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ENGINEERING ADVICE MAY BE REQUIRED. PARTIAL SYSTEM DESIGN ANDI IMPROPER 2.MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED.CONCRETE SHOULD BE VIBRATED TO ELIMINATE INSTALLAT ON WILL VOID ANY AND ALL WARRANTIES PROVIDEDIBY ACID POLYMER PRODUCTS,INC. AIR POCKETS. P t7� AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED. 14 , 0 V OIF 3.EX ANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL CHANNEL SHALL WITHSTAND LOADING TO PROPER > - ANIS 4.THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX.1/8"[3mml ABOVE THE TOP OF THE CHANNEL EDGE. LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE (1, R E qp:(; DANJ�; 5.CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS.ENGINEERING ADVICE MAY BE REQUIRED TO SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD G L A -C' DETERMINE PROPER LOAD CLASS. CLASS SPECIFIED AND INTENDED APPLICATION. 6.REFER TO ACOI LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. GRATES SHALL BE SECURED USING'POWERLOK' BOLTILESS LOCKING SYSTEM.CHANNEL AND GRATE SHALL BE CERTIFIED TO MEET THE SPECIFIED EN DRIVEWAY TRENCH DRAIN DETAIL 1433 LOAD CLASS.THE SYSTEM SHALL BE INSTALLED GAFPGE N ACCORDANCE WITH THE MANUFACTURERS NOT TO SCALE :NSTRUCTIONS AND RECOMMENDATIONS. seal & signature 0 N1101F > PARCEL\ 2 A S, U \\ \\ PROPOSED SILT A ATP S, b`F NE FENCE LEO 0 4CIA T AAfPA_EA�) AS p,PZA E Co DREWB BENNETT �N 'AKOULAS �N 4 M I P, rz x- 56- JO 0 S H6 3 E 4-5-C 0 -B' SHED FESS TURNAROUND �ED EROSION CONTROL MEASURES 2.6' 1.In accordance with the provisions of the USEPA General key plan 0 F Permit and the NYSDEC,during the course of construction, TOS certain erosion and sediment control measures may become 00 A 1PE TANOS necessary to prevent the transport of sediment to off-site LOS areas,ponds,water courses,drainage inlets,recharge basins, ST etc. Actual erosion control measures Will be dictated by field 71 conditions as construction progresses,but the following general conditions shall he observed: Existing vegetation to remain shall be protected and remain I 50'MIN. EXISTING undisturbed. 1AVEMENT Clearing and grading shall be scheduled so as to minimize I 5 MIN. the size ofexposed areas and thelength oftimethatareas t ZIMOUNTABLE BUM are exposed. EXISTING FILTER NIOIF *The length and steepness of cleared slopes shall be GROUND CLOTH PROFILE (OPTIONAL) 4R)rSS1AD1S . minimized to reduce runoff velocities. 50'MIN. SICOLAS C' SIADIS Sediment shall be retained on the site. IN E CTTR ys Specific methods and materials employed in the installation and EXISTING MIN. maintenance of erosion control measures shall conform to the GROUND (J) ;New York Guidelines for Erosion and Sediment Control". 10, 2. ediment barriers(silt fence,hay bales or approved equal) 12 IN. 1-12'MIN. EXISTING 0 shall be installed as required along the limits of disturbance PAVEMENT client for the duration of the work. No sediment from the site shall Dana Ben Ari&Nikola Duravcevic be permitted to wash onto adjacent properties,wetlands or PLAN MEW MIN. roads. 282 Washington Avenue CD 3.Graded and stripped areas and stockpiles shall be kept Brooklyn "1Z /0/ �,J (y, stabilized through the use of temporary seeding as required. NY 11205 4r 0) J014 Af cN MARA Q0_It-i Seed mixtures shall be in accordance with National Resources CONSTRUCTION SPECIFICATIONS CD Conservation Service recommendations. 4.Drainage inlets installed as part of the project shall be 1. STONE SIZE USE 2" STONE. OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. architects C7) PATRIC A VC protected from sediment buildup through the use of sediment barriers,sediment traps,etc.as required. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE Shenton Architects LLP 5.Inspection and maintenance of erosion control measures is A 30 FOOT MINIMUM LENGTH WOULD APPLY). 195 Plymouth Street 15-� 49 to be performed daily by the contractor prior to the start of 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. construction for the day and after heavy or prolonged storms. Brooklyn 50 5C) . 1 0 Maintenance measures include,but are not limited to,cleaning 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT NY 11201 and/or repair of sediment basins or traps,sediment barriers, POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE berms,diversions and inlet protection. ENTRANCE TO SITE. P. X 48 6.Appropriate means shall be used to control dust during 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PR10R TO PLACING SO-lL PROPOSED CONSTRUCTION construction. OF STONE. 320 Livingston Street,2nd Fl. I / 7.A stabilized construction entrance shall be maintained to DIRT 11� ZE 1 1 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- Brooklyn 6 R04D ENTRANC prevent soil and loose debris from being tracked onto local NY 11217 roads. The construction entrance shall be maintained until the STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS site is permanently stabilized. IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 8.Sediment barriers and other erosion control measures shall 7, MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL structural engineer 4-4 remain in place until upland disturbed areas are permanently PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL Silman Associates stabilized. After permanent stabilization,paved areas shall be SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY cleaned and the drainage system cleaned and flushed as MUST BE REMOVED IMMEDIATELY. X- necessary. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH 32 Old Slip, 10th Floor 9.Engineering Division to be contacted no less than 48 hours STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. New York CTI Q0 in advance,to inspect;erosion control measures,drainage 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH NY 10005 before backfilling,before and after paving of roads and 0- parking lots.Failure to obtain Engineering inspections during the RAIN. construction process will either delay final approval,or incur mep engineer 45 . 03 0 substantial costs to the applicant to expose installed STABILIZED .---I 2LS Consulting Engineers components,in order to obtain approval. CONSTRUCT10N C-) 0 11�� 150 West 30th Street WOVEN WIRE FENCE New York 2"1 WOOD FRAME (MIN. 14 1/2 GAUGE NY 10001 W/ MAX. 6* MESH 10' MAX. C. TO C SPACING) civil engineer 1.5' MAX. STAKE 36* MIN. LENGTH FENCE DB Bennett FABRIC -. POSTS DRIVEN MIN. 16" INTO GROUND. 3 Railroad Avenue, P.O. Box 1442 �7- 3 MIN. East Hampton NY 11937 OCIAT'ON INC Rte. HEIGHT OF FILTER SS IOIF S Y.S. 16' MIN. Q0 40 N surveyor 0 owpgp, 8 MIN. SLAB ON GRADE WALKWAY 3B OODS PACE Nathan Corwin Land Surveyor ETAIL) 0) EAST MAP" WITH I GATE FRAME 36" MIN. FENCE POST Jamesport WOVEN WIRE FENCE (MIN. 14 1 NY 11947 GAUGE W1 MAX. 6- MESH SPACING (SEE FOUNDATION D - 0 OPEN S DROP INLET BURIED FABRIC cnw VIEW 1586 Main Rd. WITH FILTER CLOTH 1' MIN. 20"MIN. project title P IN 4 .4 MA �4 4_� .. I I ..;. . . ()'0'3 C 0 UNDISTURBED GROUND 0 0 GATHER EXCESS COMPACTED SOIL East Marion House 0 Stj]3D ov '8-7 59 AT CORNERS IVI, 5\3VVC0 11111 V A MIN. OF 6" IN GROUN STEEL EDGING t PASSIVE USE TURF SOIL A �A 0 CONSTRUCTION SPECIFICATIONS W-M�!Tt 00 rawing title AGGREGATE \I -7, 1. FILTER FABRIC SHALL HAVE AN EOIS OF 40-85. BURLAP MAY CONSTRUCTION SPECIFICATIONS COMPACTED FILL 00 O�A BE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL To ELIMINATE JOINTS. IF 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS NTH WIRE TIES Stormwater Management OR UNDISTRIBUTED JOINTS ARE NEEDED THEY WILL BE OVERLAPPED To THE NEXT STAKE- SUBGRADE OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR NUN TYPE OR HARDWOOD. 3. STAKE MATERIALS WILL BE STANDARD 2" x 4' WOOD OR EQUIVALENT. Control Plan POLYETHYLENE BARRIER If5o 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE 8"PERFORATED PVC PIPE 0 METAL NTH A MINIMUM LENGTH OF 3 FEET. FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED statu project ln� 10 FILTER FABRIC FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6- MAXIMUM MESH OPENING. WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- sPermit 4 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, 0 BACKFILLED. IT SHALL BE SECURELY FASTENED To THE STAKES AND FRAME. MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT. scale drawn by 6. A 2" x 4' WOOD FRAME SHALL BE COMPLETED AROUND THE CREST 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. As Noted SVG OF THE FABRIC FOR OVER FLOW STABILITY. date page MAXIMUN DRAINAGE AREA 1 ACRE 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED MEN Site Plan "BULGES" DEVELOP IN THE SILT FENCE. 02.05.2016 2 of 2 FILTER FABRIC drawing no. DROP INLET SILT FENCE FRENCH DRAIN DETAIL 200 Scale_, -0 -002 . 00 NOT TO SCALE 18 )c C — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — kit dimensions to be checked on site.Do not sca te.1 11 12 13 1 4 S-300 15 16 17 1 8 1 A* 'd A 4 A NOTES LEGEND 1. TOP OF FINISH SLAB AT EL. -10'-8" U.N.O. THUS: , ., '9 '. * "' INDICATES STEP IN WALL FOOTING A 4 A. 2. APPROXIMATE BOTTOM OF FOOTING AT EL. -12'-11" U.N.O. A THUS: [X'-X"] INDICATES 12" REINFORCED CONCRETE FOUNDATION 3. ALL NEW FOUNDATIONS SHALL BEAR ON 3.000 POUND PER WALL WITH 2'-4" WIDE CONTINUOUS FOOTING LF SQUARE FOOT COMPACTED OR UNDISTURBED SOIL OR BETTER. SOIL CAPACITY SHALL BE CONFIRM BY PE LICENSED IN STATE OF GB-X INDICATES GRADE BEAM. SEE TYPICAL DETAILS FOR NY. REFER TO GENERAL NOTES FOUNDATION SECTION FOR SCHEDULE. BEARING CRITERIA. 4 4. ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 3'-6" BELOW FINAL GRADE, U.N.O. 5. SEE ARCHITECTURAL DRAWINGS. FOR TOP OF INTERIOR JOIST SHELF AND EXTERIOR SLAB SHELF ELEVATIONS. I I 3 1 1 RAT SLAB AT 6. NO BACKFILLING OF FOUNDATION WALLS MAY OCCUR WITHOUT A RAWLSPACE THE INSTALLATION OF FIRST FLOOR FRAMING OR TEMPORARY I I T TYPICAL) T BRACING (DESIGNED BY A LICENSED PE IN THE STATE OF NY I I CD .0. SLAB EL. AND HIRED BY THE CONTRACTOR.) 5-3" _J 7. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING WITH 4d T MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. COORDINATE ALL MEP FOUNDATION PENETRATIONS WITH ARCHITECTURAL/ MEP DRAWINGS. PROVIDE A MINIMUM OF 6" CLEAR BETWEEN PENETRATIONS. T 00 00 3� 8. SEE S-200 FOR GENERAL NOTES xs-30�r -A 9. SEE S-200 SERIES FOR TYPICA_ FOUNDATION DETAILS 4 10. SEE CIVIL/ MEP DRAWINGS FOR UNDERSLAB AND PERIMETER V DRAINAGE. T T _CD b T 7 4 4. F- — ——————————— 7 F_ A 4 4 4. r4_'� 3 4 XS-307 S-301 S-300 3 1��10 0 S-300 L _J TOP OF BRACING WALL STOPS 1 2" BELOW UNDERSIDE OF SLAB ON GRADE G LOCALLY HAUNCH DOWN .4 AND THICKEN SLAB AT "d BASE OF STAIR (TYPICAL) 4 A .;W ,I .. A ----------------------- J. A .le _J .4 4 <A A F A A A 4 A 4. _L _J——— ———————————————————— -------- -- ------ ---- _F--------- ---- revisions date summary F ———T5.N 4.0 F5.Ox4.0 F5.0�x_U 13'-11' L — — — — — — — — — — I LF LF LF I — — — — — — — — — — -I - — — — — — — — — — — - V-6" x S-4fp I V-6" x S-4" - - - - - - - - - - - CONCRETE PIER CONCRETE PIER — — — — — — — — — — - — — — — — — — — — — - — — — — — — — — — — - RAT SLAB AT I seat&signature SLAB T RAWLSPACE I OF 4 T bN GRAD TYPICAL) T 0 .0. SLAB EL. -5j-3ot M 4 4 F- 1 I 11-6" x 3f-4" V-16" x 3' 4" CONCRETE PIER CONCRETE PIER NV key plan F5.Ox4 --— ———— —————- -————————— —— -T— .4 ——————————————————————————— - ———--- ———————————— ———————— — ———————————— ——————— 4V 4 4 4 A .4 4 L 4* A4 ......... ............. . 9,_1 0" A ..................... F5.Ox4.0 F5.Ox4.0 F_ _J 4 -4 A A A 44 4 41-0" >< D CD C) >< T Iclient I L F4.OT"- 46 Pana Ben Ari& Nikola Duravcevic K I K 4 82 Washington Avenue I I �rooklyn 7 A S-300 8" REINFORCED CONCRETE FROST TOP OF BRACING WALL NY 11205 3 L-—————— — ———— WALL ABOVE. BOTTOM OF WALL STOPS 12" BELOW S-300 F1 1.Ox7.0 ELEVATION S-6" BELOW GRADE UNDERSIDE OF SLAB ON L — — — — — — — — — — rchitects pi V-1 1 co (TYPICAL). SEE GEOTECHNICAL FOR GRADE ld- Shenton Architects LLP 2 1 - FILL COMPACTION REQUIREMENTS 4' FOR GRADE BENEATH SLAB AND 495 Plymouth Street co S-301 6" CMU SUPPORT WALLS I - Prooklyn FROST WALL (TYPICAL AT FIREPLACQ- rY 11201 V-6" X V-15" 77 REINFORCED ISO- IL C P8 Jay Street,#501 CONCRETE PIER 11-6ff X V-6" Brooklyn NY 11201 REINFORCED L CONCRETE PIER L J F -1 Istructural engineer 4.0 1 A Silman 3A 132 Old Slip, 1 Oth Floor I P4ew York �300 �Y` 10005 4- 'A r .: I 2" RAT SLAB AT r3A T 'RAWLSPACE T — — — — — — — — — — - XS-307' Frnep engineer JYPICAL) T 12LS Consulting Engineers T.O. SLAB EL. 150 West 30th Street Q York hy 10001 L — — — — — — — — — — I civil engineer �BBennett O Inkberry Street A- 4 Fast Hampton NY 11937 L———— — ——————— ——————— -J rs-u r v—e y o7r — — — — — — — — - B A Nathan Corwin Land Surveyor 0586 Main Rd. Jamesport _J hY 11947 F4.0 F4.0 I project title 2 S-300 East Marion House Rocky Point Road, East Marion, NY I Urawing title A FOUNDATION AND BASEMENT PLAN FOUNDATION AND SCALE: 1/4 ol=1 1-0. BASEMENT PLAN ��10 0 LOADS: DL=90 PSF LL=40 PSF Istatus Permit project no. 1410 44 v . A' 4- 4. Isc a Fe 1 drawn by Y4" -011 I A - - - - - - - - Iclate page 4 02.05.2016 1 of 141 drawing no. 4 Ly -r�w/ F5 4�O Y^3A S- 100 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SILMAN#15989 | - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - | | NUdimensions hobochecked onsite.Donot soabJ | / | | | | | | | | | | | | | | | | 1. TOP OF FINISH FLOOR EL. | | � | | | | | | | | | TOP OF JOIST SHALL BE (-5%") BELOW FINISH FLOOR AT ARCHITECTURAL CONCREVE AND (—lY2") | | / | | | | | | | | | TOP OF STEEL SHALL MATCH TOP OF JOIST BENEATH CONCRETE U.O.N. AS THUS: | | | | BENEATH WOOD FLOORING SHALL BE | | | | | | | | 4. SEE S-200 FOR GENERAL NOTES. | | | | | | | | ENGINEERED LUMBER INCLUDING ALLOWABLE CUTS | | | | FOR MEP. | | | 3 4. ALL EXTERIOR STEEL SHALL BE GALVANIZED PER | | | | | | | | RECEIVE SHOP PAINT WITH 2 COATS OF 135 130 1 | | | | ( | | | | -u10 J TOOL CLEAN MINIMUM. | | | | | | | | FRAMING WITH PLUMBINGAND | | | | ELECTRICAL SYSTEMS. | | | ! 1 1 1 1 1 6. MAINTAIN OPEN JOIST BAY ON CENTERLINES OF |I WINDOWS, TYPICAL U.O.N. | | | PROVIDE ADDITIONAL TWO (2) 1 | | | | | 7. COORDINATE JOISTS LOCATIONS WITH ALL RECESSED | | | OF uvorLoun AND LIGHTING PRIOR TO JOIST INSTALLATION, SEE | | | CONTINUOUS SILL PLATE ARCHITECTURAL DRAWINGS FOR LIGHTING | INFORMATION. | | | | | | | | TO BE BRACED AT EACH ' L-~^ ^^`E- | | | | | | | | A | | | | INDICATES 14" TJ| 360 @> 12" U.C. JOISTS, U.O.N. | | | | | | | | x�._�7FASTEN MEMBERS TO SLAB @ 24" O.C. (TYP) EXTERIOR CONCRETE INDICATES STEEL BEAM | | | | PROVIDE SINGLE TJI OR RIM WALKWAY SLAB / | | | y4�_ , JU|5| BETWEEN UNDERSIDE INDICATES 000D POST (5�" X 5V" PSL U.0.N.\ | | | | CDCONTINUOUS SILL PLATE SAME CONCRETE USED FOR ' |STEP IN SLAB C) >EXTERIOR | �_l | CONCR | | | WALKWAY SLAB TYPICAL DETAILS 0 INDICATES STEEL POST /3^ DIAMETER STD PIPE U.O.N.\ | � ' / | | � | INDICATES STEEL P��� (uY" SOLID BAR U.0.N.) | | | | / | | } INDICATES POST ABOVE ONLY | | | | 11 11 — / | | | INDICATES POST BELOW ONLY | / | | | | | | | ( INDICATES 5"x9BEAM BEARING PLATE | | | INDICATES O^ NORMAL YVBCHT CONCRETE SUU] ON GRADE | 'e«/^mxu v*u: summary L � | REINFORCED W/ 0X0 Y2.O�2.O WELDED WIRE FABRIC | | - - - - - - - - - - INFILL DEPRESSION WITH F 4 " _ _ _ _ _ _ _ _ _ _ _ _ | [- -- ---1 INDICATES REINFORCED CONCRETE BEAM BELOW /G8-2 | | | | - - -- UNO \ SEE TYPICAL DETAILS FOR SCHEDULE. | - - - - - - - - - - - - ' ' ',' ' | | | r---� | - - - - - - - - - - - - L-----J INDICATES CMU WALL/CONCRETE PIER BELOW / | | ' | � - - - - - - - - - - � | -------- |N0CATES THERMAL BREAK IN CONCRETE PORCH SLAB | l- -- -- -- -- -- -_ -- -- -- -_ -1 /uR�ATHER� FR OR APPROVED EQUAL)| '' � | � _ _ _ _ _ _ _ _ _ _ - x | INDICATES 0^ ONE-WAY NORMAL WEIGHT CONCRETE SLAB | | WITH #4 (� 12" O/C TOP AND BOTTOM AND #4 �� 12" | |sea/a t | 0/C TRANSVERSE BARS BOTTOM | / | | | INDICATES STEP IN STRUCTURAL SLAB | | | A y INDICATES UPSET REINFORCED CONRETE BEAM POURED | "-'` MONOLITHICALLY WITH CONCRETE SLAB. SEE TYPICALPROVIDE ADDITIONAL 9 | | | | DETAILS FOR BEAM SCHEDULETWO (2) JOISTS . | | | | | | | | OFSUBFLOORAND CONTINUOUS SILL | | | | | 42^x12. CONCRETE | key plan BEAMSEE SECTION � | FOR 'REINFORCING ( | | 0 [� | | | 01 -1 -��� | _J | | | | | | | | | | | | | | ! | | | | | | | | [l | | � 7 4- --�� | �zUJ ro | PROVIDE ADDITIONAL REINFORCING -~^ -| | CRAWLSPACE ACCESS HATCH. | `-| �Uent | BARS AT CR/�/LSPACE VENTILATION ' DEPTH TO MATCH ADJACENT ' | OPENING PER TYPICAL D-"" JOISTS � | DanoBen Ad &NikdaDurovc�v� | | S-2O1 (TYP|CAL 7WK} LDC�l0NS � | Washington Avenue | �=�x" | AT EACH { ~~~'�~ ~~�/ NY 11205 | | S-300 CBP- `� | L _ _ _ _ � � _ _ _ _ _ _ | O" XS STD PIPE | architects BELOW (TYPICAL BENEATH I | | | Architects LLP FIREPLACE) I � �g5P�mo�hS�uet | | | � Bnook�n | | | NY112O1 | | | STRUCTURAL SLAB WITH | � �O- |L | P | . | Jay #5O1 --- --` | | | Brooklyn^ NY 11201 | | } | | i engineer | | � | omxun �2O�Slip, 10hF�or | | ``^_-�' | New York | | | �Y1OOO5 � | | | O' XS S0 PIPE | ��e- � - - - - - - - - — ,. pengmeer �L3Conoub�gEngineers | | | 30th Street '"'^ CBPY NY 10001 | / | L _ -, _ _ _ _ _ _ _ _ ] | | Civil engineer / | | DBBenneff �" |nkber�S�eet | | | 0^ XS �D PIPE Fast Hampton | | | NY 11937 | | / | [� - - - - - - - - - - - | L� | ---' Nathan Conw� Land Sumeyor | | | Rd. | | Juxe^put kp/ 11Q47 | | i | | project title / | | | U����� �����^��� K���U ���� | �~~~~°u U�U~~. U~°. . UU | | ~~=== Rocky Pont Rond, East Marion, NY | | | | | | | / Unawing t�� / | | | | | | FIRST FLOOR FRAMING PLAN ��|RST FLOOR | | SCALE: 1/4"=V-0"` ' | ��R��K�1y��� PLAN | | LOADS: � | DL=85 PSF � | LL=40 P3F | status project/ ��2[�l� � 1^41[U | � | ��� _ _ _ _ _ _ _ _ _ � =^== t<" �c 1�O" drawn by - ' - - A i -- '.` -- ` - __ __ __ | `------------------------- ---------_ ------'� � -- | �a� 02,O5 2016 page 2nf1� STEEL LATTICE WALL ABOVE SEE ARCHITECTURAL DRAWINGS � | drawing no. | � | � � ' S- 101 _ _ _ �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Wt.dimensions to be checked on site.Do not scate. 11 12 13 14 15 16 17 1 8 NOTES: 1. TOP OF FINISH FLOOR EL. +11'-6" UNLESS NOTED AS THUS: 2. TOP OF JOIST SHALL BE (-lY2') BELOW FINISH FLOOR, UNLESS NOTED AS THUS: (X'-XX"). 6"X115" GLULAM 3. TOP OF STEEL SHALL BE Y2" BELOW TOP OF JOISTS UNLESS NOTED AS THUS: 4. TOP OF GLULAM SHALL BE (-l9Y4') BELOW TOP OF JOISTS UNLESS NOTED AS THUS: -J 5. SEE S-200 FOR GENERAL NOTES. ?0- x x 6. SEE S-200 SERIES FOR TYPICAL D ETA]LS @ ENGINEERED LUMBER INCLUDING ALLOWABLE CUTS FOR MIER 4. ALL EXTERIOR STEEL SHALL BE GALVANIZED PER ARCHITECT'S DIRECTION. ALL OTHER STEEL SHALL RECEIVE SHOP PAINT WITH 2 COATS OF 135 CHEMBUILD AT 4-6 MILS DFT, SSPC-SP3 POWER 1 11T Til 560 \0/ TOOL CLEAN MINIMUM. @ 12" O/C 5. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING WITH MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. 6. MAINTAIN OPEN JOIST BAY ON CENTERLINES OF Z:) ZD -1 -1 1 WINDOWS, TYPICAL U.O.N. CD 2.0 7. COORDINATE JOISTS LOCATIONS WITH ALL RECESSED I I x -X LIGHTING PRIOR TO JOIST INSTALLATION, SEE I I ARCHITECTURAL DRAWINGS FOR LIGHTING INFORMATION. I 8. ALL POST TO BE BRACED AT EACH FLOOR LEVEL. I (3) 1 Y4" x 9Y2" LVIL 9. ACTUAL GLULAM SIZES 6Y4" x 19)/4" U.N.O. I \0/ W/ (2) FLITCH PLATE \0/ I 14" TJI 560 14" TJI 560 H I @ 12" O/C @ 12" O/C Cl) _>J I C-) Ckf ZD 0 -.1 x x 0 LEGEND: 'oo 200 ry I x [04 <C14 I r,4 --7 INDICATES 14 TJI 560 @ 16- O.C. JOISTS, U.O.N. I (0 1 W Ld I Ld V) '0 INDICATES WOOD BEAM, SEE PLAN 6OR SIZE Q 13= I -- 00 100 (3) 1Y4" x 14" LVIL in I rx ax W/ (2) Ya" x 14" FLITCH PLATE F- a INDICATES WOOD POST (54" x 54" PSL DOWN, U.O.N.; z X I ix 6XI6 SAWN POST UP, U.O.N.) < < 2 INDICATES STEEL POST (4Y2" SOLID BAR, U.O.N.) 01 off I AN14"x3/8- STEEL Z REINFORCING 4"x14"x3/8" STEEL Z REINFORCING I I I — - — - —- —- — - —- —- — - —- — - —- — - —- — - — - — - —- — - —- — - — - — - —- —- -CANT-- — - — - - L - — - 4"x14"x3/8" STEEL Z REINFORCING -- - — -— - — -4!x14!x3A'.'-&TEEL 1-RELISIFORCING INDICATES STEEL POST (3" DIAMETF STID PIPE U.O.N.) — — -- —-- —--—--—-- — \0/ — 0�' -- I � I 6"X18" GLULAM 6"08" GLULAM 6"X18" GLULAM 6"x18" GLULAM 6"X18" GLULAM \0/ I \0/ \0/ revisions date summary a /&0 INDICATES POST ABOVE ONLY I L - - - - - - - - - - 0 0 0 INDICATES POST BELOW ONLY (2) 1Y4" x 14" LVIL \/6 a \/O I- - - - - - - - - - - INDICATES OPENING IN FLOOR DECK - - - - - - - - - - -I 0 - - - - - - - - - - - - - - - - - - - - - - > INDICATES STEEL BEAM < - - - - - - - - - - - -- 0- -.1 (2) *4" x 14" LVL INDICATES WOOD BEARING/SHEAR WALL BELOW (SW-1 0 M CD ZD M co ZD x -4 U.O.N.) -i I seat&signature x CD CD x x I - I I 1 00 x -00 00 2 104 x 00 — V) 0 -x a 00 V) Cn C.0 eo eA 0/),, (0 C14 I r x x LO Cn �T _8 key plan 0" 6"x18" GLULAM ILA 1011 GAISIT 6"X18" GLULAM CD, 6"x18" GLULAM 6"08" GLULAM \0/ 61108" GLULA eA E \0/ C) T'ME7 Z--REINT�ORDNT ' C) '47-x14-x3/79" MELT17-RIETWOMINU- —- —- — - —- --4"xT4"x7/6-STE1L­2- R-EINFORC-1-NO-- - —- —- — - —- —- — — - — - — - 4771'4-x37ff"' -STLEU L < D �T- -- ------6"x18"-GLULAM \0/ Ichent Pana Ben Ari&Nikola Duravcevic Fx18 LULAM x 82 Washington Avenue x �rooklyn x NY 11205 x L — — — — — — — — — — -J 6" XS STID PIPE la rchitects I Shenton Architects LLP 1`195 Plymouth Street Prooklyn PY 11201 CD ISO- IL 0 C P8 Jay Street,#501 0 Brooklyn \0/ \0/ NY 11201 L — — — — — — — — — — 1`14 istructural engineer -.1 Silman Old Slip, 10th Floor V) 00 New York 00 x 00 �y 10005 x 6" XS STID PIPE 1-m e p—e n-g7i n e e r — — — — — — — 7 -_x 12-LS Consulting Engineers I 150 West 30th Street Q York I NY 10001 1 L — — — — — — — — — — J Q/ Civil engineer I DB Bennett 120 Inkberry Street Fast Hampton 011 1 �Y 11937 - — — — — — — — — — — - HSS 18x6x3/8 rsurveyor 6" XS STID PIPE Q Nathan Corwin Land Surveyor L - — - — - — - — - —- — - —- — - .. .. . . . . . . . . . . . . . . 1 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY I I I SECOND FLOOR FRAMING PLAN !Jrawing tit[e I �11 I SCALE: 1/4"=1'-0" I I LOADS: ISECOND FLOOR I DL @ INTERIOR =35 PSF DL @ EXTERIOR =70 PSF IFRAMING PLAN I DL @ SKYLIGHT =30 PSF I I LL @ INTERIOR =40 PSF istatus project no. LL @ SKYLIGHT =60 PSF Permit 1410 SL @ EXTERIOR =20 PSF a— — — — — — — — — — I rs-c I e )/411 = 1 1-011 drawn by STEEL LATTICE WALL A I— — — — — — — — — - I SEE ARCHITECTURAL DRAWINGS Idate 02.05.2016 a'e 3 of 141 drawing no. S- 102 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S I LIMAN#15989 Wt.dimensions to be checked on site,Do not scale. 12 13 14 15 1 6 17 18 (2) 1 Y4". x 9Y2" LVL NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR APEX AND EAVE ELEVATIONS. 2. SEE S-200 FOR GENERAL NOTES. 3. SEE S-200 SERIES FOR TYPICAL DETAILS @ ENGINEERED LUMBER INCLUDING ALLOWABLE CUTS FOR MEP. 4. ALL EXTERIOR STEEL SHALL BE GALVANIZED PER ARCHITECT'S DIRECTION. ALL OTHER STEEL SHALL RECEIVE SHOP PAINT WITH 2 COATS OF 135 > CHEMBUILD AT 4-6 MILS DFT, SSPC-SP3 POWER -'01 TOOL CLEAN MINIMUM. x LEGEND: INDICATES WOOD BEAM, SEE PLAN FOR SIZE INDICATES WOOD POST INDICATES POST BELOW ONLY 2 x 8 CEILING JOISTS PER ARCHITECTURAL (3) 1Y4" x 9,Y4" LVL HEADER INDICATES STEEL BEAM I 412 (NOMINAL) WOOD C) RAFTERS (TYPICAL) INDICATES WOOD BEARING/SHEAR WALL (SW-1 U.O.N.) 412 \0/ 402 . . . . . . . . . . . .. G (3) 1 Y4 x 9Y2" LVL 7' -7--- 7-71 T - 1 ji I revisions date summary L . . . . . . . . . . — — — — — — — — — - — — — — — — — — — — — — CONCEALED CONNECTOR BETWEEN I I RAFTER AND RIDGE BEAM BY - - - - - - - - - - - -I SHERPA OR APPROVED ENGINEERED EQUAL (TYPICAL THROUGHOUT) - - - - - - - - - - - - - - - - - - - - - - > - - - - - - - - - - - --I > Y4" x 18" LVL seal.&signature \0/. .C—_ I __ I ___ ——— ——— 0) 1 1y4" 18 L�V 0/ r—- - - -- (3) 0$1 '10 0 LI 698 CUSTOM CONNECTOR ANCHORING RAFTER TO KNEE WALL (TYPICAL THROUGHOUT) key plan C14 E BRACES BETWEEN OPENING FOR RAFTERS AT FLUE FIREPLACE FLUE - -- - -- 25�1�- - - - -- -- A .—LA 412 (2� i 0 i Iclient —--—-- Dana Ben Ari&Nikola Duravcevic; 82 Washington Avenue rooklyn NY 11205 HSS8x4X5/16 L 1?v I architects Shenton Architects LLP I'l 95 Plymouth Street Prooklyn �Y 11201 ISO- IL C 8 Jay Street,#501 HSS8x4x5/,B Vooklyn NY 11201 — — — — — — — — — — Istructural engineer 7-� Silman co �2 Old Slip, 10th Floor New York �y 10005 me p engineer 12LS Consulting Engineers HSS8x4X5/16 West 30th Street �ew York INY 10001 civil engineer �DOBBennett Inkberry Street Fast Hampton rY 11937 \0 \0/ \0/ rs-u r v—e y o—r — — — — — — — — - 13 Nathan Corwin Land Surveyor 1 586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY > Urawing title -x x x ROOF FRAMING PLAN IROOF SCALE: 1/4"=1'-0" FRAMING PLAN LOADS: —--—-- DL=15 PSF SL=20 PSF Istatus project no. Permit 1410 C) �c — — — — — — — — — — STEELI LATTICE WALL BELOW ate Y411 = 1 1-011 drawn by — A — — — — — — — — — =- —- —- —- —- —- .. . . . . .. .... - —- —- —- —- I Oate page SEE -ARCtitTEffURAL -DRAWtNG-S--—-—- —-— 02.05.2016 4 of 141 drawing no. 01 S- 103 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S I LMAN#15989 - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - All dimensions to be checked on site.Do not scale. PROJECT DESIGN CRITERIA (AS PER TABLE R301.2(l) OF NYS RESIDENTIAL CODE) GROUND BASE EXPOSURE SEISMIC SUBJECT TO DAMAGE FROM FLOOD SNOW WIND CATEGORY DESIGN WEATHERING FROST LINE TERMITE DECAY HAZARD LOAD (PSF) SPEED (MPH) (WIND) CATEGORY I I (FEMA) 20 (1) 1 120 (2) 1 C (3) 1 C (4) SEVERE (5) 42" (6) 1 M D TO HVY (7)1 SL TO MID (8) 1 NA (9) NOTES: STRUCTURAL STEEL FRAMING LUMBER THIS PROJECT FALLS UNDER THE JURISDICTION OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK AS DEFINED BY SECTION 101.2(l) 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: OF THE BUILDING CODE OF THE STATE OF NEW YORK. CONTRACTOR SHALL FOLLOW ALL MINIMUMS ESTABLISHED IN NOTED CODE UNLESS A. AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS "AND AISC 303" CODE OF STANDARD PRACTICE FOR STEEL A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, "TIMBER CONSTRUCTION MANUAL" LATEST EDITION. SPECIFICALLY WAIVED BY LOCAL CODE OFFICIALS. IF CONTRADICTIONS OCCUR BETWEEN THESE DOCUMENTS AND THE NOTED CODE, THE MORE BUILDINGS AND BRIDGES". B. NATIONAL FOREST PRODUCTS ASSOCIATION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION," LATEST CONSERVATIVE SPECIFICATION SHALL APPLY. B. AMERICAN WELDING SOCIETY (AWS D1.1) -STRUCTURAL WELDING CODE - STEEL-. EDITION. 1. GROUND SNOW LOAD IS BASED ON FIGURE R30f.2(5) FOR NEW YORK STATE AND HAVE BEEN ADJUSTED AS PER ASCE 7 FOR FLAT OR 2. ALL STRUCTURAL STEEL SHALL'CONFORM TO THE FOLLOWING ASTM SPEC'1FI CATIONS: 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE SURFACED DRY (EXCEPT STUDS, WHICH SHALL BE KILN SLOPED ROOF SNOW LOADS, DRIFT, ETC (EQUATION 7-1 AND 7-2). THE FOLLOWING FACTORS WERE USED FOR THIS PROJECT: A. WIDE FLANGE BEAMS, COLUMNS AND STRUCTURAL TEES: ASTM A992 DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE: a. 1, IMPORTANCE FACTOR: 1.0 (TABLE 7-4, ASCE 7). B. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B RAFTERS AND JOISTS: DOUGLAS FIR-LARCH #2 b. CE, EXPOSURE FACTOR: 1.0 (TABLE 7-2, ASCE 7). C. STRUCTURAL PIPE SECTIONS: ASTM A53, GRADE B. BEAMS, GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 c. CT, THERMAL FACTOR: 1.0 (TABLE 7-3, ASCE 7). D. CHANNELS, ANGLES AND PLATES: ASTM A36 UNLESS OTHERWISE NOTED. E. STRUCTURAL STEEL PLATE SHALL BE ASTM A572 GRADE 50 HAVING A MINIMUM YIELD POINT OF 50,000 PSI. STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE 2. BASE WIND SPEED HAS BEEN CONVERTED INTO DESIGN PRESSURES FOR MAIN WINDFORCE RESISTING SYSTEM AND COMPONENTS AND GRADE 42 HAVING A MINIMUM YIELD POINT OF 42,000 PSI FOR THICKNESS GREATER THAN 4". 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: CLADDING PER TABLE 1609.6.2(l) OF THE NYS BUILDING CODE AND TABLES R301.2(2) AND R301.2(3) OF THE NYS RESIDENTIAL CODE, F. BOLTED CONNECTIONS OF BEAMS/GIRDERS ARE TO BE DESIGNED AS FOLLOWS: POST AND TIMBER: DOUGLAS FIR-LARCH #1 RESPECTIVELY. a. STANDARD BEAM TO BEAM/GIRDER: ASTM A325, ASTM F1852, ASTM A490 OR ASTM F2280 BOLTS IN BEARING BEAMS AND STRINGERS: DOUGLAS FIR-LARCH #1 TYPE CONNECTIONS (Y4" DIAMETER MINIMUM WITH HARDENED WASHERS). 3. EXPOSURE CATEGORY IS BASED ON R301.2.1.4 OF THE NYS RESIDENTIAL CODE. b. BEAM/GIRDER TO COLUMN CONNECTIONS: ASTM A325, ASTM F1852, ASTM A490 OR ASTM F2280 BOLTS IN SLIP 4. PRESERVATIVE-TREATED WOOD: PROVIDE TREATED LUMBER COMPLYING WITH ACQ-D (CARBONATE). COPPER AZOLE (CA-B), OR 4. SEISMIC DESIGN CATEGORY IS BASED ON TABLES 1616.3(l) AND 1616.3(2) OF THE NYS BUILDING CODE. AS PER R301.2.2, DETACHED CRITICAL CONNECTIONS (Y4- DIAMETER MINIMUM WITH HARDENED WASHERS). FAYING SURFACE SHALL BE CLASS A SODIUM BORATE (SBX (DOT) WITH NaS10/2) AT ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, OR AS OTHERWISE ONE- AND TWO-FAMILY DWELLINGS LOCATED IN SEISMIC DESIGN CATEGORY A, B, AND C ARE EXEMPT FROM THE SEISMIC REQUIREMENTS UNLESS OTHERWISE NOTED. INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ACZA TREATMENT IS NOT PERMITTED. TREATED LUMBER AND/OR PLYWOOD OF THE CODE. G. ANCHOR BOLTS: ASTM F1554, GRADE 36. SHALL BEAR THE LABEL OF AN ACCREDITED AGENCY SHOWING 0.40 PCF RETENTION. WHERE LUMBER AND/OR PLYWOOD IS CUT OR H. STRUCTURAL STEEL NOTED TO BE STAINLESS STEEL SHALL BE ASTM A276 STAINLESS STEEL GRADE 304. DRILLED AFTER TREATMENT, THE TREATED SURFACE SHALL BE FIELD-TREATED WITH COPPER NAPTHENATE (THE CONCENTRATION OF 5. WEATHERING IS DETERMINED BY FIGURE R301.2(3) OF THE NYS RESIDENTIAL CODE. 1. ALL STAINLESS STEEL BOLTS SHALL CONFORM TO ASTM F593 ALLOY 304. WHICH SHALL CONTAIN A MINIMUM OF 2% COPPER METAL) BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD J. ALL STAINLESS STEEL NUTS SHALL CONFORM TO ASTM F594 ALLOY 304. ABSORBS NO MORE PRESERVATIVE. REFER TO NOTES 2 AND 3 FOR SPECIES AND GRADE OF WOOD UNLESS OTHERWISE NOTED ON 6. THE DEPTH TO BOTTOM OF FOOTING IS ESTABLISHED BY THE LOCAL JURISDICTION. PLAN. 3. STEEL CONNECTION SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS, AND SHALL BE DESIGNED BY A LICENSED ENGINEER 7. TERMITE PROBABILITY IS DETERMINED BY FIGURE R301.2(6) AND BY LOCAL AUTHORITIES. SEE ARCHITECTURAL DRAWINGS FOR ALL WORKING FOR THE FABRICATOR, WHO SHALL PROVIDE CALCULATIONS, UTILIZING ASD LOADS AND PROCEDURES. 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING, BLOCKING, FIRE STOPPING, ETC., SHALL CONFORM TO THE LATEST EDITION APPROPRIATE DETAILS TO ADDRESS THIS CONDITION. A. FOR NON-COMPOSITE MEMBERS. PROVIDE CONNECTIONS BASED ON REACTION AS DETERMINED FROM AISC UNIFORM OF THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND ITS SUPPLEMENTS AND SHALL BE INSTALLED IN LOAD TABLE. (UNLESS OTHERWISE NOTED ON PLANS.) ACCORDANCE WITH THE NFPA "MANUAL FOR HOUSE FRAMING" OR THE GOVERNING LOCAL/STATE BUILDING CODE. 8. DECAY PROBABILITY IS DETERMINED BY FIGURE R301.2(7) AND BY LOCAL AUTHORITIES. SEE ARCHITECTURAL DRAWINGS FOR ALL B. FOR COMPOSITE MEMBERS. PROVIDE CONNECTIONS BASED ON 1.5 x REACTION FROM AISC UNIFORM LOAD TABLE. APPROPRIATE DETAILS TO ADDRESS THIS CONDITION. (UNLESS OTHERWISE NOTED ON PLANS.) 6. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF: THE GOVERNING LOCAL/STATE BUILDING CODE, (LATEST C. REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE CUTS REDUCE THE SHEAR OR MOMENT CAPACITY BELOW EDITION), OR THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES. 9. FLOOD HAZARD IS DETERMINED BY LOCAL SURVEY AND FEMA MAPS. WHERE APPLICABLE, THE FOLLOWING PARAMETERS HAVE BEEN USED: THAT REQUIRED TO SUSTAIN THE REACTION. FLANGES AND WEB ARE TO BE REINFORCED WHERE THE LOCAL CAPACITY a. DFE (DESIGN FLOOD ELEVATION); TO SUSTAIN CONNECTION LOAD IS INADEQUATE. 7. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM HANGERS, MINIMUM 18 b. BFE (BASE FLOOD ELEVATION); D. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY, CONSIDERING THAT THE CONNECTION IS AN GAUGE, INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. c. ESW (DESIGN STILLWATER FLOOD ELEVATION ABOVE DATUM); EXTENSION OF THE BEAM AND GIRDERS. I d. DS (DESIGN STILLWATER FLOOD DEPTH IN FEET); 4. MINIMUM WELD SIZE IS Y4" FILLET UNLESS NOTED OTHERWISE. 8. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM, STEEL OR FLITCH-PLATE GIRDER, SET THESE GIRDERS 1/2" CLEAR e. DWS (WAVE SETUP IN FEET); (MIN.) BELOW TOP OF FRAMING LUMBER, TO ALLOW FOR SHRINKAGE. f. G (GROUND ELEVATION IN FEET ABOVE DATUM); 5. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL CAMBER UP. CANTILEVER BEAMS g. EROSION (LOSS OF SOIL DURING DESIGN FLOOD EVENT) SHALL BE FABRICATED AND INSTALLED SO THAT NATURAL CAMBER RAISES CANTILEVER END. 9. STUD BEARING WALLS ARE TO BE 2 x 4 @ 16"o/c. AT THE INTERIOR AND 2 x 6 @ 16"o/c. AT THE EXTERIOR, UNLESS NOTED OTHERWISE ON PLAN. GENERAL NOTES 6. FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE STRUCTURAL 10. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW, WHERE REQUIRED INSTALL ADDITIONAL STUDS. 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE ENGINEER OF RECORD (IN WHICH CASE ALL BURNING OF STEEL MUST CONFORM TO THE THERMAL CUTTING REQUIREMENTS OF PROJECT SPECIFICATIONS, INCLUDING THE NEW YORK STATE RESIDENTIAL BUILDING CODE LATEST EDITION. AISC AND AWS) 11. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING, AND SHEETING AS PROJECT CONDITIONS REQUIRE. SHORING AND 7. WELDING SHALL BE PERFORMED BY CERTIFIED LICENSED, AWS-QUALIFIED WELDERS. ELECTRODES SHALL BE AWS 5.1, CLASS E70XX 12. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. SHEETING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE PROJECT JURISDICTION HIRED BY THE (USE LOW HYDROGEN ELECTRODES FOR A572, GRADE 50 STEEL). WELDING ELECTRODES FOR ASTM A276-97 STAINLESS STEEL, CONTRACTOR WHO SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE OWNER'S REVIEW. GRADE 304, SHALL CONFORM TO AWS A5.4 FOR SHIELDED METAL ARC WELDING, ELECTRODE CLASS E304; OR AWS A5.9 FOR GAS 13. USE DOUBLE STUDS @ ENDS OF WALL AND ENDS OF WALL OPENINGS. METAL ARC WELDING, ELECTRODE CLASS ER304, Ft=70 ksi. 3. THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. THESE NOTES HIGHLIGHT RATHER THAN REPLACE THE 14. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO I SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL. 8. SHOP PAINT EXTERIOR EXPOSED STEEL MEMBERS, STEEL MEMBERS NOT ENCASED IN CONCRETE OR SPRAY FIREPROOFED, AND ALL THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" (NOM.) AT INTERIOR WALLS AND 6" (NOM.) AT EXTERIOR I STEEL MEMBERS AT THE EXTERIOR WALL WITH TNEMEC #10-99 OR APPROVED EQUAL. FIELD PAINT ALL EXTERIOR EXPOSED WALLS UNLESS OTHERWISE NOTED. MEMBERS WITH TNEMEC 530 OMNITHANE OR APPROVED EQUAL. FOUNDATIONS 15. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. I 9. LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS: 16. PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8' o/c. I 1. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING MINIMUM BEARING CAPACITY OF 3.000 PSF. AS SPECIFIED BY THE GEOTECHNICAL CONSULTANT. ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE. ALL MASONRY OPENING LINTEL 17. BUILT UP BEAMS LESS THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 2 - 16D NAILS @16"o/c. BUILT UP BEAMS GREATER NECESSARY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF 4'-0" OR LESS L 4" x 3 )�" X 91/6" L.L.V. THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 3 - 16D NAILS @16"o/c. revisions RECORD. 4'-1ff TO 7'-0" L 6" x 3 Y2" X W16" L.L.V. - - - - - - - - - - - - 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTAINED 18. WHERE THERE IS NO PLYWOOD WALL SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF STUD WALLS AT EACH FLOOR. THEIR 28 DAY STRENGTH. A. 3 1/2" LEGS ARE HORIZONTAL. (1" x 4" BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING WITH 2 - 10D NAILS.) B. PROVIDE ONE ANGLE FOR EACH 4" OF WALL THICKNESS. 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF S-6" BELOW FINAL GRADE. C. PROVIDE L 5" x 5" X 51'6" ANGLES FOR 6" THICK WALLS AND PARTITIONS WITH OPENINGS UP TO 6'-0". 19. CHIMNEYS: ALL STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL UP. CHIMNEY SHALL BE FACED WITH D. PROVIDE MINIMUM 6" BEARING AT EACH END. )/2" APA GRADED FIRE-RETARDANT PLYWOOD GLUED & SCREWED TO STUDS. WHERE WALLS EXCEED 4'-0" IN WIDTH, INSTALL 4. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS. CONTRACTOR SHALL NOTE SOIL AND WATER CONDITIONS AS SHOWN BY E. LINTELS OVER 6'-0" SHALL BE FIREPROOFED. DIAGONAL METAL BRACING AT INSIDE FACE OF CHIMNEY AT ALL FOUR WALLS - - - - - - - - - - - - BORINGS AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS. 10. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION 20. WHERE CANTILEVERED BEAMS ARE INDICATED, THE FAR CONNECTOR SHALL BE CAPABLE OF RESISTING AN UPLIFT OF 2500 LBS. - - - - - - - - - - - - CONCRETE OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. MIN., U.N.O. - - - - - - - - - - - - 21. NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL. seat&signatu 1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS. WOOD STRUCTURAL PANEL SHEATHING A. AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" 22. WOOD HEADER SCHEDULE OF­N� e' _, k��11_' (ACI 318), LATEST EDITION PER GOVERNING BUILDING CODE. 1. PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE END USE: "EXTERIOR" (PERMANENT ROUGH OPENING WIDTH HEADER A 0 EXPOSURE), OR "EXPOSURE I- (CONSTRUCTION EXPOSURE ONLY) 2 x 4 WALL 2 x 6 WALL B. ACI "MANUAL OF CONCRETE PRACTICE" LATEST EDITION C. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE" LATEST EDITION LESS THAN S-0" (2) 2 x 6 (3) 2 x 8 Ir 2. FLOOR SHEATHING: NOM. -Y4" THICK T&G PLYWOOD (48/24 SPAN RATING), APA STURD-I-FLOOR, OR ADVANTECH SUBFLOOR. 3'-1 TO 4'-0" (2) 2 x 8 (3) 2 x 8 2. ALL CONCRETE COMPOSITE ON METAL DECK SHALL BE LIGHT WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4'-1" TO 6'-0" (2) 2 x 10 (3) 2 x 10 3,000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. 3. ROOF SHEATHING (STANDARD): NOM. 1" THICK T&G PLYWOOD (60/32 SPAN RATING) OR 9/4" THICK T&G STRUCTURAL WOOD 6'-1" TO 8'-0" (2) 2 x 12 (3) 2 x 12 DECKING. OVER 8'-0" SEE PLANS SEE PLANS 3. ALL OTHER CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. 4. ROOF SHEATHING (UNDER SLATE OR CLAY TILE): NOM. -Y4" THICK T&G PLYWOOD (48/24 SPAN RATING). NOTE: PROVIDE (1) JACK STUD FOR SPANS LESS THAN 4'-0' WIDE, 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY COATED WHEN CALLED 5. WALL SHEATHING (STANDARD: NOM. Y2- THICK PLYWOOD (32/16 SPAN RATING). (2) JACK STUDS FOR SPANS LESS THAN 8'-0" WIDE, key plan (3) JACK STUDS FOR SPANS OVER 8'-0" WIDE. OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI "DETAILS AND DETAILING OF REINFORCEMEN (ACI 315), LATEST EDITION. 6. WALL SHEATHING (BEHIND SLATE, CLAY TILE, OR MASONRY VENEER): NOM. Y4" THICK PLYWOOD (48/24 SPAN RATING). 23. ALL LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED G185 (1.85 OZ OF ZINC PER 5. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064, WITH A MINIMUM YIELD STRENGTH OF 65,000 PSI. 7. USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. SQUARE FOOT). ALTERNATIVELY, STAINLESS STEEL CONNECTIONS MAY BE USED. FASTENERS SHALL MATCH THE HANGER FINISH AND MATERIAL. 6. REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60. 8. LEAVE X16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND Y8" SPACE AT ALL PANEL EDGE JOINTS. 24. WHERE JOIST ORIENTATION IS PARALLEL TO EXTERIOR STUD OR FOUNDATION WALLS, PROVIDE FULL-SECTION BLOCKING FOR 3 BAYS 9. UNLESS NOTED OTHERWISE, WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS @ 4" O.C. AT EACH SHEET @ 4'-0" O.C. MAX. WHERE SHEATHING IS NOT CONTINUOUSLY FASTENED TO TOP OR BOTTOM OF JOIST. PROVIDE 18 GA x 1-1/2" 7. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES. MINIMUM CONCRETE PERIMETER AND 12" O.C. ELSEWHERE. PROVIDE 2x6 BLOCKING AT ALL FREE EDGES. x V-0" (MIN.) FLAT TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS. BETWEEN SLEEVES SHALL BE 6". 25. ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH Y2" DIA. HEADED ANCHOR BOLTS (ASTM 10. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS @ 6" O.C. AT EACH SHEET F1554) @ 4'-0" O.C. AND WITHIN 12" OF ALL SILL PLATES SPLICES. (MIN, 7" EMBED.) 8. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. PERIMETER AND 12" O.C. ELSEWHERE. 9. PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS: 11. ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED ADHESIVE AND #8 SCREWS @ SLABS" Y411 6" O.C. AT EACH SHEET PERIMETER AND 12" O.C. ELSEWHERE, UNLESS NOTED OTHERWISE. I BEAMS, COLUMNS: 1 Y2" I ctient FOOTINGS: 3" ENGINEERED WOOD PRODUCTS Dana Ben Ari&Nikola Duravcevic EXTERIOR WALLS: 2" FOR #6 OR LARGER, 1 )/2" FOR #5 OF SMALLER 282 Washington Avenue INTERIOR WALLS: V Brooklyn 1. WOOD I-JOISTS: PROVIDE ENGINEERED WOOD I-JOISTS, SIZES AND SERIES AS SHOWN, AS MANUFACTURED BY WEYERHAEUSER OR NY 11205 10. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS, I CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. INCLUDING CONSTRUCTION BRACING, MINIMUM BEARING LENGTHS, WEB STIFFENERS, SQUASH BLOCKS, BLOCKING, KNOCK-OUTS AND a rciTitec-ts - - - - - - - - - HOLES, ETC. Shenton Architects LLP 11. CLEAN AND ROUGHEN TO )/4" AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT. 2. RIM BOARDS: PROVIDE CONTINUOUS 1 )/4" THICK RIM BOARDS, TIMBERSTRAND LSL AS MANUFACTURED BY WEYERHAEUSER OR 195 Plymouth Street 12. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND EMBED ITEMS. APPROVED EQUAL. INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR Brooklyn PLATFORMS. NY 11201 13. WELDED WIRE REINFORCEMENT IN COMPOSITE CONSTRUCTION SHALL HAVE TENSION SPLICES AND BE ANCHORED AT DISCONTINUOUS SO- IL EDGES. 3. MICRO-LAM BEAMS: PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, MICROLLAM LVL OR PARALLAM PSL AS MANUFACTURED BY 68 Jay Street,#501 WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS Brooklyn CONCRETE BLOCK AND DETAILS. NY 11201 1. ALL CONCRETE BLOCK WORK SHALL CONFORM TO THE "NATIONAL CONCRETE MASONRY ASSOCIATION TEK MANUAL FOR DESIGN AND 4. GLUED LAMINATED TIMBER (SOFTWOOD): PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, IN ACCORDANCE WITH AITC 117-84 DESIGN stru-ctu-ra[e-ngin-eer- - - - - - - CONSTRUCTION OF CONCRETE MASONRY," LATEST EDITION AND "ACI 530-BUILDING CODE REQUIREMENTS FOR MASONRY STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES. UNLESS NOTED OTHERWISE, ALL Silman STRUCTURES", LATEST EDITION PER GOVERNING CODE. LAMINATIONS SHALL BE SOUTHERN PINE. DESIGN LOAD PARAMETERS 32 Old Slip, 10th Floor 5. ROOF TRUSSES: PROVIDE PRE-ENGINEERED ROOF TRUSSES, AS SHOWN ON THE DOCUMENTS, TO RESIST LOADS TABULATED ON THIS GOVERNING CODE: New York 2. CONCRETE BLOCK SHALL BE OF LIGHTWEIGHT AGGREGATE AND CONFORM TO THE FOLLOWING STANDARDS: SOLID/HOLLOW BLOCK: SHEET (INCLUDING NET UPLIFT). INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND NYS RC 2010 NY 10005 ASTM C90. DETAILS. FABRICATOR SHALL SUBMIT LAYOUT PLANS AND ENGINEERING DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. BUILDING CATEGORY: - - -7 - - - - - - - - - 11 mep engineer NET AREA COMPRESSIVE STRENGTH NET AREA COMPRESSIVE STRENGTH POST INSTALLED ADHESIVE AND MECHANICAL ANCHORS ROOF SNOW LOAD: 2LS Consulting Engineers 20 PSF Pg GROUND SNOW LOAD 150 West 30th Street OF CONCRETE MASONRY UNIT, PSI OF MASONRY ASSEMBLY, F'm, PSI 20 PSF Pf FLAT ROOF SNOW LOAD New York USING TYPE S MORTAR 1. POST INSTALLED ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER TECHNICAL DATA TO INTACT BASE MATERIAL. NOTIFY 0.9 C. SNOW EXPOSURE FACTOR NY 10001 1900 1500 ENGINEER OF RECORD PRIOR TO INSTALLATION IF BASE MATERIAL CONDITION DEVIATES FROM STRUCTURAL DRAWINGS OR 1.0 1, SNOW LOAD IMPORTANCE FACTOR -7 -7 MANUFACTURER TECHNICAL DATA. 1.0 Ct THERMAL FACTOR civif-engine-er - - - - - - - - 2800 2000 WIND LOAD: 2. MANUFACTURER DATA FOR ALTERNATE ANCHORAGE PROPOSED BY CONTRACTOR SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR 120 MPH V BASIC WIND SPEED (3-SEC. GUST) DBBennett 3750 2500 20 Inkberry Street REVIEW AND APPROVAL. SUBMITTAL SHALL INCLUDE THE ICC EVALUATION SERVICE REPORT WITH ICC TESTED CAPACITY MEETING OR 1.0 1. WIND IMPORTANCE FACTOR East Hampton 4800 3000 EXCEEDING CAPACITY OF ANCHORAGE SPECIFIED IN CONTRACT DOCUMENTS. C WIND EXPOSURE(S) NY 11937 ±0.18 GCpi INTERNAL PRESSURE COEFF. UNLESS OTHERWISE NOTED ON PLANS AND/ OR ELEVATIONS, CONCRETE BLOCK UNIT STRENGTH SHALL BE 1900 PSI MIN. 3. UNLESS OTHERWISE INDICATED, POST INSTALLED ANCHORAGE SHALL BE ADHESIVE TYPE HILTI HIT-HY200 INTO CONCRETE OR 28 PSF q C&C VELOCITY PRESSURE AT MEAN ROOF HEIGHT I - - - - - - - - - - - - NOTE: CONCRETE BLOCK WITH UNIT STRENGTH HIGHER THAN 1900 PSI GENERALLY REQUIRE LONGER DELIVERY LEAD TIMES. HILTI-HIT HY70 INTO BRICK MASONRY OR GROUT FILLED CMU OR UNGROUTED CMU BASE MATERIAL. I surveyor Nathan Corwin Land Surveyor 3. ALL MORTAR SHALL BE ASTM C270, TYPE S. 4. EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED ON THE 1 1586 Main Rd. DRAWINGS THAT THE EXISTING REBARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND I Jamesport 4. ALL GROUT FOR FILLING CELLS SHALL BE ASTM C 476 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI BUT NOT LESS THAN SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS BY A MEANS APPROVED BY THE ENGINEER OF RECORD. I NY 11947 THE COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLY, F'M". WHERE GROUT CELLS DO NOT EXCEED 4" IN DIAMETER FINE GROUT SHALL BE USED. I project title 5. ALL BLOCK DIMENSIONS INDICATED ON STRUCTURAL PLANS ARE NOMINAL DIMENSIONS. I East Marion House I Rocky Point Road, East Marion, NY 6. ALL CONCRETE BLOCK BELOW GRADE SHALL BE FILLED SOLID WITH GROUT. I 7. CONCRETE BLOCK BELOW BEAM OR TRUSS BEARING POINTS SHALL BE FILLED SOLID FOR A MINIMUM OF TWO COURSES IN DEPTH I drawing title AND A MINIMUM OF 32" IN WIDTH, U.C.N. I 8. INSTALL STANDARD WEIGHT LADDER JOINT REINFORCEMENT AT 16" O/C (SPACED VERTICALLY). GENERAL NOTES 9. UNLESS NOTED OTHERWISE ALL MASONRY WALLS SHALL BE REINFORCED WITH #4@48" O/C VERTICAL. GROUT ALL REINFORCED CELLS SOLID. PROVIDE DOWELS TO MATCH VERTICAL REINFORCING AT FOUNDATION. status Permit project no. 1410 10. WHERE CMU IS SUPPORTED ON STRUCTURAL STEEL MEMBERS, PROVIDE WELDED REBAR DOWELS BETWEEN STEEL AND CMU. DOWELS - - - - - - - - - - - - TO MATCH SIZE AND SPACING OF CMU REINFORCEMENT, AND MUST PROVIDE FULL TENSION LAP SPLICE WITH CMU REINFORCEMENT. scale AS NOTED drawn by DOWELS MUST BE WELDABLE AND CONFORM TO ASTM A706, GRADE 60. iate T - - - - - p-a,e- - - - 02.05.2016 5 of 14 drawing no. S-200 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SILMAN#15989 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - All dimensions to be checked on site.Do not scale. STANDARD HOOK BASE PLATE, SEE 2 X' (MIN.) (TYP.) 2-#4 TIES @ 3" O.C. AT TOP OF PIER, TYPICAL DETAIL REMAINDER AS PER SCHEDULE ISOLATION JOINT AT COLUMN ISOLATION JOINT AT COLUMN (SEE TYP. SLAB ON GRADE DETAIL) (SEE TYP. SLAB ON GRADE CONCRETE SLAB TOP LEVEL BEAMS AND/OR T.O. SLAB DETAIL) SLABS EL. SEE PLAN x 3" MAX. T.0 1 . -4 2 SPACES @ 3" PIER FOR REINFORCING EL. SEE PLAN MAX. 2'-0" kx1i I SEE WALL SECTIONS Cf) PIER REINF. SEE PLAN 4 - ... -1 ---" I x 5" MAX. AND SCHEDULE "A 2" CLR. TYP. DIM "A"-- ANCHOR BOLTS, SEE A41 . CONTINUOUS BEND AT TOP OF SLAB TYPICAL DETAILS 4 : 1 A A WALL FOOTING MAXIMUM SLOPE OF COMPRESSION SPLICE LONGITUDINAL BARS SEE COLUMN SCHEDULE !L7-A W TW' (MIN.) TENSION SPLICE B.O. FOOTING 4 SLOPE BY CONTRACTOR 6 V OFFSET BAR it-off TO MAINTAIN SOIL (OTHERWISE USE WHERE REQUIRED BY [- ALTERNATE 90* AND EL. SEE PLAN 3" CLR.L MIN. STABILITY, VERIFY WITH SEPARATE DOWELS) ENGINEER 180' STANDARD HOOKS GEOTECHNICAL ENGINEER INTERMEDIATE LEVEL TYPICAL D ETAI L COMPRESSION SPLICE BEAMS AND/OR SLABS TYPICAL DETAIL (MIN.) TENSION SPLICE FOR COLUMN SIZE A WHERE REQUIRED SEE COLUMN L77"A:= 2 SPACES @ 3" SCHEDULE STEPPED WALL FOOTING BY ENGINEER 3" MAX. 0 SLAB OR BEAM BARS STEEL COLUMNZCONCRETE PIER AND FOOTING STANDARD 90* VERTICAL BARS SEE 0 USE SEPARATE DOWELS HOOKS ALTERNATE NOTES: COLUMN SCHEDULE SAME QUANTITY AND NOTES: CORNERS #3 @12"o/c TIES SIZE AS VERTICAL BARS 1. PIER SIZE TO BE 3" LARGER THAN COLUMN BASE PLATE ALL ROUND U.O.N. ON PLAN. I EACH WAY IN OFFSET COLUMN FACE 2. SEE PLAN AND FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING. 6 3" CL. HOOKED #3 DOWEL @ FOR COLUMN SIZE BELOW, IF DIAGONAL BEND 1. TIE SIZE #3 FOR LONGITUDINAL BARS UP TO 3. IF PIER HEIGHT IS LESS THAN 2'-6", EXTEND COLUMN DOWELS INTO FOOTING. SEE 2� SEE SCHEDULE IS NOT USED #9 AND #4 BARS #10, #11, #14 & #18 1 EMBEDMENT IN x I r�7-7 - C-4 4. T = SLAB THICKNESS - SEE PLANS. I 18" o/c W/ MIN 2Y4" 2. TIE SPACING NO GREATER THAN: COLUMN SCHEDULE FOR SIZE AND REINFORCING. HY-200 ADHESIVE OR 4.: COMPRESSION SPLICE "S"=TIE SPACING. SEE < A� APPROVED EQUAL (MIN.) TENSION SPLICE Sn TYPICAL COLUMN 16 x DIAMETER OF LONG BARS. I A WHERE REQUIRED BY ENGINEER CROSS-SECTION FOR SIZE, IF&M 2u) ARRANGEMENT, DETAILS AND 48 x DIAMETER OF TIES ROUGHEN TO Y4" AMPLITUDE OR SPACING OF TIES. MINIMUM DIMENSION OF COLUMN PIER REINFORCING SCHEDULE COAT CONTACT SURFACE WITH COMPRESSION DEVELOPMENT r_4(n AT SUPPORTED SLAB LATEX BONDING AGENT AT SLAB ON GRADE LENGTH (MIN.) TENSION DOWELS, SAME QUANTITY 3. EVERY CORNER AND ALTERNATE LONGITUDINAL MIN. VERTICAL DEVELOPMENT WHERE AND SIZE AS COLUMN BAR SHALL HAVE LATERAL SUPPORT PROVIDED PIER SIZE CLOSED TIES REQUIRED BY ENGINEER VERTICAL BARS BY CORNER OF A TIE HAVING AN INCLUDED BARS NOTES: ANGLE OF NOT MORE THAN 135* AND NO BAR 10" x 10" 4 - #5 #3 @ 1 O"o/C FOOTING, PILE CAP SHALL BE FARTHER THAN 6" CLEAR OF EITHER 1. FOR SIZE AND LOCATION SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. PIER OR BUTTRESS SIDE FROM SUCH A LATERALLY SUPPORTED BAR. 16" x 16" 4 - #6 #4 @ 1 O"o/c 2. CONCRETE FOR PADS SHALL BE NORMAL WEIGHT WITH f'c = 41000 PSI. SEE FOUNDATION PLAN HOOK IN FOOTING 18" x 18" 4 - #6 #4 @ 12"o/c TYPICAL DETAIL 18" x 40" 8 - #7 #4 @ 1 2"o/c TYPICAL DETAIL EQUIPMENT PAD TYPICAL DETAIL CONCRETE COLUMN CROSS SECTION OF CONCRETE COLUMN 20" x 20" 8 - #5 #4 @ 1 O"o/c 22" x 22" SCALE: Y4"=1'-0" NOTE: REINFORCING SHALL BE NO LESS THAN SCHEDULED SAW CUT SLAB ON GRADE 1-#4 CONT. UNLESS NOTED OTHERWISE. SLAB REINFORCEMENT 1)/2" DEEP SLAB ON GRADE (MESH OR REBAR) SEE PLAN W.F. THICKNESS "t" JOINTS FOR DIM. T.O. SLAB EL. 4 EL. (SEE PLAN x T.O. SLAB EL. revisions > - - - - - - - - - - - - ADDITIONAL AT ALL SEE PLAN FOR NUMBER AS COLUMN OR PIER > EL. (SEE PLAN COLUMN, PIER OR BUTTRESS 2 #4 @ 3"x4'-O" LONG DOWELS SAME SIZE AND REENTRANT CORNERS SLAB THICKNESS V_0" FOR VERTICAL BAR SPLICE REINFORCEMENT ABOVE - - - - - - - - - - - - DEPTH OF THICKENED 2 (TYP.) SEE "TYPICAL DETAIL SLAB = 1Y2" TIME SLAB CONCRETE COLUMN" ISOLATION JOINT Y2" MIN. - - - - - - - - - - - - SEE TYPICAL SLAB ON THICKNESS "t" 2"x3" CONTINUOUS SLAB EDGE - - - - - - - - - - - - KEY H GRADE DETAIL x - - - - - - - - - - - - CONCRETE PIER OR STEEL COLUMN - - - - - - - - - - - - (SEE PLAN) STEP LESS THAN OR EQUA - - - - - - - - - - - - TO SLAB THICKNESS CONCRETE SLAB SAWED CONTRACTION JOINT CONSTRUCTION JOINT ISOLATION JOINT AT COLUMN ADDITIONAL REINFORCEMENT Li I I .. .... - , sea[&signature AT ALL RE-ENTRANT CORNERS C) . *_i :- , . 0 !- MAXIMUM DISTANCE BETWEEN B.O. FOOTING r _Tf N CONTRACTION JOINTS IN INCHES EL. SEE PLAN V�b A IS 36 TIMES SLAB THICKNESS 3" CL. co, NOTES: 21-13" IM75 1. FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL WITH A MINIMUM WATERSTOP BEARING CAPACITY AS SPECIFIED IN THE GENERAL NOTES. #4 @ 12" #4 CONT. 2. FOR SIZE, DEPTH AND REINFORCING SEE FOOTING SCHEDULE. ro- T.O. SLAB EL. I EL. (SEE PLAN CONCRETE SLAB 2" COVER MIN. (OR AS REQ'D 3. FOR TIES, VERTICAL BAR SPLICE AND DEVELOPMENT AND ADDITIONAL key plan BY WATERSTOP MANUF.) NOTES: 10 INFORMATION SEE "IYPICAL DETAIL CONCRETE COLUMN". 6%6 W2.0 x W2.0 W.W.F. 1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS #4 @ 12" WHERE EACH SINGLE STRIP DOES NOT EXCEED 36 TIMES T.O. SLAB E x 4 x X. . X - EL. (SEE P A x SLAB THICKNESS WIDTH IN INCHES. 77_1� 2 TYPICAL DETAIL SPREAD WATERSTOP W, 1> t> 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED AT A FOOTING AT CONCRETE COLUMN MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB V-0- V-0- V) 0- THICKNESS. JOINTS SHALL BE SAWED NO LATER THAN 24 44W-n 'T, HOURS AFTER CONCRETE IS PLACED. 2-#4 TOP & 4 . BOT. CONT. 3. GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED VAPOR BARRIER TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE 10 MIL POLYETHYLENE 6" GRAVEL OR CONTENT. STEP GREATER THAN FOOTING SCHEDULE VAPOR BARRIER CRUSHED STONE UNDISTURBED SLAB THICKNESS FOOTING SIZE BOTTOM REINFORCING TOP REINFORCING client SOIL OR FILL 6" GRAVEL OR UNDISTURBED SOIL MARK REMARKS Dana Ben Ari& Nikola Duravcevic CRUSHED STONE OR FILL LENGTH x WIDTH DEPTH LONG WAY SHORT WAY LONG WAY SHORT WAY 282 Washington Avenue F3.0 S-0" x S-0" 1'-o- #5 @ 12" O/C #5 @ 12" O/C Brooklyn SLAB ON GRADE SLAB-ON-GRADE & WALL INTERFACE F4.0 4'-0" x 4'-0" 1'-o" #5 @ 12" O/C #5 @ 12;' O/C NY 11205 - - - - - - - - - - - - F5.0 x4.0 5-10" x 4'-0" 1'-o" #5 @ 12" O/C #5 @ 12" O/C architects TYPICAL DETAILS SLAB ON GRADE TYPICAL DETAIL STEP IN SLAB ON GRADE F1 1.0 x 7.0 1119-01' x 79-Opt 1'-o" #5 @ 12" O/C #5 @ 12" O/C Shenton Architects LLP 195 Plymouth Street SCALE: Y2"=V-0" Brooklyn NY 11201 SO- IL CONTRACTION JOINT 68 Jay Street,#501 SCORE WITH TROWEL Brooklyn NY 11201 6x6-W2.0 x W2.0 GALVANIZED DErAIL A-A - - - - - - - - - - - structural engineer EXPANSION W.W.F. 1 Y2" BELOW TOP OF SLAB Silman JOINT 0 0 32 Old Slip, 10th Floor 2 New York LO (n NY 10005 -77�X. A JL� -7-. X --A---X' "d mep engineer 2LS Consulting Engineers 150 West 30th Street UJ New York NY 10001 0 -7 = c iv i T-e ng"7in e-er - - - - - - - - UJ Li DBBennett ry 20 Inkberry Street CONTRACTION EXPANSION CONC. WALL East Hampton NY 11937 JOINT JOINT 4. Y16"x 2" COLLAR ADDITIONAL BARS AT - - - - - - - - - - - - SPACING SPACING ALL AROUND TOP OF OPENING (2-#5) surveyor MAXIMUM MAXIMUM yl 6 5#-Otp 151-011 HORIZONTAL REINFORCING TO Nathan Corwin Land Surveyor RUN THRU UNINTERRUPTED 1586 Main Rd. F- CAU LK TRANSVERSE PROVIDE ADDITIONAL BARS Jamesport NOTES: BARS PARALLEL TO SIDES OF OPENING, NY 11947 1. UNDISTURBED SOIL OR FILL COMPACTED TO 95% CONTINUOUSLY FOR INSIDE --------- PIPE EQUAL TO AREA OF INTERRUPTED OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT LONGITUDINAL DIAMETER, SEE BARS 2-#5 MIN. project title REMOVE ORGANIC MATERIAL. BARS UTILITY/PIPING < DWGS. (1)-#5 BAR ADDITIONAL East Marion House 2. BROOM FINISH UNLESS NOTED OTHERWISE. > EACH FACE OF WALL Rocky Point Road, East Marion, NY 4 0 ROLLED PLATE OR PIPE 0 _W1 4 drawing title WITH )/4" MIN. WALL THK. DEVELOPMENT LENGTH )/2"PREMOLDED -A (4) #3 BARS WATERSTOP J NOTES: JOINT FILLER V_O (CONT.) -1 _Y2. NOTE: 1. HOOK ALL BARS INTERRUPTED BY OPENING. TYPICAL DETAILS I SPACE ADJACENT TO PIPE SLEEVES DETAIL A-A NOTE: A MINIMUM DISTANCE APART. EQUAL MAXIMUM POUR LENGTHS: TO WALL THICKNESS. 2. HORIZONTAL BARS TO EXTEND DEVELOPMENT status project no. FOUNDATION WALL = 80'-0' LENGTH BEYOND OPNG., VERTICAL BARS TO Permit 1410 BE FULL STORY HEIGHT. I - - - - - - - - - - - - I scale AS NOTED drawn by TYPICAL DETAIL - - - - - - - - - - - - TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL I date 02.05.2016 page 6 of 14 EXTERIOR PAVING TYPICAL DETAIL STEP IN ONE-WAY SLAB CONSTRUCTION JOINT CONCRETE WALL PIPE SLEEVE IN CONCRETE WALL OPENINGS IN CONCRETE WALLS drawing no. fA� v r_7 jwr 2 S-201 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SILMAN #15989 All dimensions to be checked on site.Do not scale. STANDARD HOOK WHERE CONTINUOUS TOP BARS OCCUR IN ADJOINING SPANS, LAPS SHALL BE CLASS A TENSION SPLICE AT MIDSPAN. MINIMUM CONTINUOUS TOP BARS, FOR AT LEAST 50% BUT 50% As TOP BUT NOT LESS THAN 2 BARS NUMBER AND SIZE SEE BEAM NOT LESS THAN 2 CONTINUOUS THRU SUPPORT SCHEDULE. (MINIMUM 50% As BOTTOM BARS EXTEND TOP BARS TENSION TOP OR 2 BARS, WHICH EVER CONTINUOUS THRU DEVELOPMENT LENGTH BEYOND IS GREATER, TO BE CONTINUOUS SUPPORT, CLASS A SPAN IN WHICH BAR IS REQ'D. TENSION SPLICE TENSION AS REQUIRED GREATER OF UJ I .25 L, :2! 0 DEVELOPMENT .33 L, OR .33 L2 0 _J (n CL I LENGTH TOP OF BEAM = (n 1Y2" CLEAR AND SLAB — TO STIRRUPS EXTEND REINFORCING NON—CONTINUOUS BEAM TOP BARS WHERE POSSIBLE, TOP REINFORCING OP SLAB TOP BARS OTHERWISE PROVIDE 50% As TOP 50% As T STANDARD HOOK 4 �.y TIES OR STIRRUPS i C)t C) LU 10BO SEE BEAM SCHEDULE "S" tsof Cn 4" MIN. 1Y2" CLEAR 2" CL.— S1 TO STIRRUPS CLOSED STIRRUPS S S/, $IS$, "Sol "S" L25 CL. SPAN L2.. (HOOPS) SEE SCHEDULE I SA I LD _J 14 STANDARD HOOK PEAM 1Y2" CLEAR FOR STIRRUP SPACING "S" TO STIRRUPS SEE BEAM SCHEDULE .125 CL. LAP DIMENSIONS "LS" SPAN L, FOR BEAM BOTTOM IF BOTTOM REINF. SECTION AT INTERIOR BEAMS BARS, SEE BEAM IS CONTINUOUS SCHEDULE AT SUPPORT AMS WHER TOP REINFORCING 3" CLEAR FOR GRADE BEAMS FOR BE E EFFECTIVE C) TIES OR 72c) A (IF NONE INDICATED TOP CLOSURE TO (FOR OTHERS SEE SECTION) DEPTH V EXCEEDS 36" PROVIDE 7TENSION 1Y2" CLEAR PROVIDE 2—#5 lY2- CLEAR MATCH U—STIRRUP STOP DISCONTINUOUS REINFORCING HERE. SKIN REINFORCEMENT PER TABLE LAP SPI 'rF TO STIRRUPS CONTINUOUS AT TO STIRRUPS SIZE SPACING AT BEAMS SUPPORTING CONCENTRATED BUT NOT LESS THAN #4 @ 12" STIRRUPS) LOADS EXTEND ALL BARS INTO O.C. EACH FACE A' SUPPORTS UNLESS OTHERWISE NOTED CORNER A UJ 10BO —1--14 NOTE: 1Y2" CLEAR 4" MIN. 1Y2" CLEAR 10BO A' TO STIRRUPS .A TO STIRRUPS WIDTH OF CLEAR SPAN L, WIDTH OF SPAN L2 FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE TABLE. M 4" MIN. CLOSED STIRRUPS M SUPPORT SUPPORT (HOOPS) SEE AkU—STIRRUPS WITH 1,V' CLEAR SCHEDULE 1Y2" CLEAR 135* HOOKS NON CONTINUOUS END CONTINUOUS END TYPICAL DETAIL TO STIRRUPS BOTTOM TO STIRRUPS BOTTOM BEAM REINFORCING BEAM REINFORCING SKIN REINFORCEMENT HORIZONTAL REINFORCEMENT AT CORNERS WIDTH IDTH Spacing (A b )min. at SECTION AT PERIMETER BEAMS ALTERNATE CLOSED STIRRUP PROFILE Depth, d (Ssk )max. in. (ssk )max. in.2 AND JUNCTIONS OF WALLS AND BEAMS 36 6 0.032 42 7 0.084 48 8 0.144 TYPICAL DETAIL CONCRETE BEAM 60 10 0.30 DEFORMED BAR TENSION DEVELOPMENT LENGTH DEFORMED BAR TENSION LAP SPLICE CLASS B 72 12 0.51 FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS 84 12 0.65 1 BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI BEAM SCHEDULE SIZE CONCRETE CONCRETE CONCRETE CONCRETE SIZE CONCRETE CONCRETE CONCRETE CONCRETE CASE I CASE 11 CASE I CASE 11 CASE I CASE 11 CASE I CASE 11 CAS E I CASE 11 CAS E I CASE 11 CASE I CASE 11 CASE I CASE 11 1 BEAM BEAM DIMENSIONS REINFORCEMENT #3 17 25 15 22 13 20 12 18 #3 22 33 19 28 17 25 16 23 1 MARK B x D TOP BOTTOM STIRRUPS CLEAR COVER #4 22 33 19 1 29 17 26 16 24 #4 29 43 25 37 23 34 21 31 1 revisions I BARS BARS (EACH END) #5 28 42 24 36 22 32 20 30 #5 36 54 31 1 47 28 42 26 38 1 — — — — — — — — — — — — Bi 12" x 42" 3 — #5 4 — #8 #3 @ 6" O/C VV2 #6 33 50 29 43 26 39 24 35 #6 43 65 37 56 34 50 31 46 1 — — — — — — — — — — — — 72 42 63 38 56 34 51 #7 63 94 54 81 49 73 45 67 1 — — — — — — — — — — — — G132 10" x 14" 2 — #4 2 — #7 #3 @ 5" O/C 2" #7 48 #8 72 107 62 93 56 83 51 76 1 — — — — — — — — — — — — #8 55 83 48 72 43 64 39 59 1 G133 12" x 18" 2 — #4 2 — #6 #3 @ 6" O/C 311 #9 62 93 54 81 48 72 44 66 #9 81 121 70 105 63 94 57 86 1 — — — — — — — — — — — — #10 70 105 61 91 54 81 50 74 #10 1 91 1 136 79 118 71 1 106 1 64 1 96 1 — — — — — — — — — — — — NOTES: #11 78 116 67 101 60 _T 90 55 82 #11 101 151 87 131 78 117 71 107 1 — — — — — — — — — — — — I 1. #3 STIRRUPS SHALL BE PLACED AT 12"o/c THROUGHOUT SPAN WHERE NOT SPECIFIED. DEFORMED TENSION BAR NOTES: sea[&signatu I re 2. INDICATES HAUNCHED BEAM. SEE TYPICAL DETAIL. DEFORMED BAR COMPRESSION DEFORMED BAR COMPRESSION oF 1. FOR HORIZONTAL REINFORCEMENT WITH 12 INCH OR MORE FRESH CONCRETE CAST BELOW IT, TENSION DEVELOPMENT LENGTH LAP SPLICE c-7 ..In DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.3x THE VALUES GIVEN. FOR NORMAL WEIGHT STONE CONCRETE FOR NORMAL WEIGHT STONE CONCRETE r, 2. FOR EPDXY—COATED BARS: & UNCOATED BARS & UNCOATED BARS a. WHERE CONCRETE COVER IS LESS THAN 3x BAR DIAMETER, OR CLEAR SPACING IS LESS THAN 6x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.5x THE VALUES GIVEN. BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI SIZE CONCRETE CONCRETE CONCRETE CONCRETE SIZE CONCRETE CONCRETE CONCRETE CONCRETE b. WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3x BAR DIAMETER AND CLEAR SPACING 12 IS GREATER THAN 6x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH #3 9 8 8 8 #3 12 12 12 1 key plan SHALL BE 1.2x THE VALUES GIVEN. #4 11 10 9 9 #4 15 15 15 15 CASE Ii CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN BAR DIAMETER, CLEAR #5 14 12 12 12 #5 19 19 19 19 1 COVER NOT LESS THAN BAR DIAMETER, AND STIRRUPS OR TIES THROUGHOUT DEVELOPMENT LENGTH #6 17 15 14 14 #6 23 23 23 23 1 NOT LESS THAN THE CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED I NOT LESS THAN 2x BAR DIAMETER AND CLEAR COVER NOT LESS THAN BAR DIAMETER. #7 20 17 16 16 #7 27 27 27 27 1 CASE II: OTHER CASES #8 22 19 18 18 #8 30 30 30 30 1 #9 25 22 21 21 #9 34 34 34 34 1 #10 28 25 23 23 #10 39 39 39 39 1 #11 31 27 26 26 #11 43 43 43 43 1 r client Dana Ben Ad& Nikola Duravcevic 282 Washington Avenue Brooklyn NY 11205 arcFitec—ts — — — — — — — — — Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO- IL 68 Jay Street, #501 Brooklyn NY 11201 TtrtTctu—ral e—ngi—neer— — — — — — — Silman 32 Old Slip, 10th Floor New York NY 10005 — — — — — — — — — — — — mep engineer 2LS Consulting Engineers 150 West 30th Street New York NY 10001 -7 — — — — — — — — — — — civil engineer DBBennett 20 Inkberry Street East Hampton NY 11937 — — — — — — — — — — — — surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title TYPICAL DETAILS 11 status Permit project no. 1410 — — — — — — — — — — — — scale AS NOTED drawn by — — — — — — — — — — — — date 02.05.2016 page 7 of 14 drawing no. S-202 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SILMAN #15989 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — All dimensions to be checked on site.Do not scale. COLUMN 0 BASE PLATE PIPE/TUBE COLUMN SHEAR PLATE Y4" CAP PLATE MINIMUM SHEAR PLATE Y4" MINIMUM AOL BOTTOM ELEVATION 0 �_F OF BASE PLATE CENTERLINE STEEL POST STEEL BEAM STEEL BEAM 0 "—V\ 'IN i AND STEM WALL yl 6 Y2. F TOP OF FOOTING PIER OR BUTTRESS vi + + I + POST BASE PLATE; SEE PLAN + + + FOR SIZES AND S-203 FOR STEEL POST TYPICAL DETAIL NON—SHRINK GROUT -4-4 + + _-V NOTE: 1 3 (4) Y4" DIA. HEADED T C4 4 LEVELING PLATES ANCHOR RODS. EMBED. lY4" LSL RIM BOARD; ARE NOT PERMITTED l'-4" MAX. OR TO WITHIN CONTINUOUS WATERSTOP, CONTINUOUS 3" OF BOTTOM OF TYPICAL FOOTING 1 1 12" CMU T.O. FINISH FLOOR X FOUNDATION EL. SEE PLAN EL. SEE PLAN X S CONCRETE PIER W l'-6" x S-4 0 0 1 ST U=.Jl ALL T.O. FOUNDATION STEM _ LO Lit I I EL. SEE P N SHEAR PLATE PIPE/TUBE COLUMN 9/16 Y4" CAP PLATE Y4" MINIMUM COLUMN NOTE: C'4_ STEEL BEAM BASE PLATE 1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC ONLY. THE CONTRACTOR MAY SUBMIT ALTERNATE DETAILS FROM THOSE SHOWN T.O. EXTERIOR SHELF T.O. INTERIOR SHEL ABOVE, BUT IN ANY CASE THE CONTRACTOR IS RESPONSIBLE FOR + + PLO EL. SEE ARCH'L DWGS. 81" EL. SEE PLAN + PRODUCING STEEL SHOP DRAWINGS IN ACCORDANCE WITH THE I PROJECT GENERAL NOTES AND AISC GUIDELINES. CALCULATIONS 0 TJI/LVL FLOOR JOISTS yl 6 1 + SHALL BE SUBMITTED AS REQUIRED IN THE GENERAL NOTES AND M WEB BLOCKING AT TJI JOISTS ---- ELSEWHERE IN THE CONTRACT DOCUMENTS. < ANCHOR BOLT i__ Y2"— 2. THE CONTRACTOR SHALL DETAIL THE PROJECT CONNECTIONS FOR Ld A307 ANCHOR BOLTS, SEE THE LOADS AS INDICATED IN THE CONTRACT DOCUMENTS, PER AISC Cn COLUMN SCHEDULE AND DETAIL 4 + 4? GUIDELINES. THE SCHEMATIC DETAILS ABOVE ARE NOT SUGGESTIVE LO 40 I I OF SPECIFIC CAPACITIES. THE NUMBER AND SIZE OF BOLTS, SIZE (2)-2x CONTINUOUS SILL P TE + 16 1 1 1 + C14 I ........... �SEE TAB LIE PLATE—PRESSURE TREATED AND LENGTH OF WELDS, AND SIZE OF STEEL PIECES MUST BE i I DETERMINED PER AISC GUIDELINES AND THE CONTRACT DOCUMENTS. I , 4 3. PROVIDE FULL DEPTH CONNECTIONS AT ALL PERIM I PLATE l'-2" Y2" DIAMETER A307 ANCHOR CONNECTIONS AND AT BEAM CONNECTIONS TO PERIMETER BEAMS, EDGE DISTANCE 2'-8- x lY2pl 6- BOLTS AT 4'-0" O.C.; LOCATE UNLESS OTHERWISE NOTED. ANCHOR HOLE 0 IN FROM q OF 6" 6" WITHIN 12" OF CORNERS; 7- X BOLT SIZE BASE t N10 1 0 27 BOLT HOLE MINIMUM EMBEDMENT 3910 1 9/1�l 0 27 1 PIPE/TUBE COLUMN 1110 -7 i Y170 2" i X0 2 yi�'o 2 Yj' i Yi'o 2 %�'O 2 Yj' TYPICAL DETAIL TYPICAL D ETAI L TYPICAL D ETAI L AT STEEL POST STEEL BEAM TO STEEL PIPEZTUBE COLUMN BASE PLATE PIPE OR TUBE COLUMN TYPICAL BASE PLATE CBP-04 ON FOUNDATION WALL COLUMN CONNECTION SCALE: 1"=l'—O" NOTES: SCALE: 1"=l'—O" 1. EXTERIOR BEARING WALL NOT SHOWN FOR CLARITY. 2. ALL LIGHT GAUGE CONNECTORS IN CONTACT WITH PRESSURE—TREATED MEMBERS SHALL BE—HOT DIPPED GALVANIZED. SEE GENERAL NOTES. revisions — — — — — — — — — — — — COLUMN BASE PLATE SCHEDULE SIZE MARK ANCHOR BOLTS REMARKS — — — — — — — — — — — — B D T — — — — — — — — — — — — CBP—1 9tp 900 Y2" (4) — �%110 CBP-2 10 11 loll Y4" (4) — %"0 CBP-3 12" 12 of %" (4) — Y4"O CBP-4 141$ 32" ly2ls (12) Y4"O seal.&signature 0 % 0 r'7 NOTE: BEAM POCKET TO BE FILLED SOLID WITH CONCRETE AFTER SETTING BEAM key plan (2)—L3X3X5/16XO'-3" LONG I BEARING PL. 4* (SEE SCHEDULE) STEEL BEAM SEE I ' A X PLAN FOR SIZE I AND LOCATION AT FLANGES, TYP. 0 MOMENT PL. (TYP.) A325 SC STEEL BEAM + + + + STEEL BEAM BOLTS A - ''d SHIM AS REQlD SEE PLAN 1" NON—SHRINK GROUT I I I I I I I + + + + + + L+ _J BEAM POCKET A L C) 0 client 4 Dana Ben Ari&Nikola Duravcevic '44 + CONCRETE WALL BOLTS 3/4" 0 MIN. V) 282 Washington Avenue Brooklyn TOP OF SLAB NY 11205 7— NOTES: I a r c hi t e c—t s — — — — — — — — — 1. FLANGE AND WEB SPLICE CONNECTIONS TO DEVELOP THE FULL I Shenton Architects LLP BEARING SCHEDULE TYP. WT WHERE REQ'D OMIT CAPACITY OF THOSE BEAM ELEMENTS. 195 Plymouth Street WHERE BEAMS ON EITHER NOTES: I Brooklyn MARK LENGTH WIDTH THICKNESS SIDE ARE OF SAME DEPTH 2. ALTERNATE BOLTED FLANGE PLATE IS ACCEPTABLE AT BEAM FLANGE I NY 11201 (11 TO BM.) (i TO BM.) 1. DETAIL SPLICE AND PROVIDE MATERIALS IN ACCORDANCE WITH AISC SPLICE CONNECTIONS PROVIDE THAT THE CONNECTION DEVELOPS THE SO- IL BP-1 4� 91, TYP. ENGINEERING FOR STEEL CONSTRUCTION HANDBOOK AND ALL OSHA FULL CAPACITY OF BEAM FLANGE. 68 Jay Street,#501 REQUIREMENTS. R OF 30'-0" OR 2 STORIES. 3. COORDINATE AND SUBMIT SPLICE LOCATIONS TO THE ENGINEER FOR Brooklyn 2. MAXIMUM LENGTH OF COLUMN TO BE LESSE FULL PENETRATION WELD 3. PROVIDE ALIGNMENT PLATES AS REQUIRED FOR COLUMN ERECTION. REMOVE REVIEW AND APPROVAL PRIOR TO FABRICATION. NY 11201 ALIGNMENT PLATES AFTER COLUMN IS INSTALLED. 4. ALL FULL PENETRATION WELDS TO BE ULTRASONICALLY TESTED. Ttru—ctu—ral e—ngi—neer— — — — — — — Silman TYPICAL DETAIL TYPICAL DETAIL 32 Old Slip, 10th Floor TYPICAL DETAIL BEAM SPLICE New York BEAM BEARING ON NEW CONCRETE WALL BEAM TO BEAM MOMENT CONNECTION HSS COLUMN SPLICE SCALE: Y4"=l'—O" NY 10005 mep engineer 2LS Consulting Engineers 150 West 30th Street New York NY 10001 —7 — — — — — — — — — — — civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 — — — — — — — — — — — — surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title TYPICAL DETAILS III I status project no. Permit 1410 - - - - - - - - - - - - sca le AS NOTED drawn by — — — — — — — — — — — — date 02.05.2016 page 8 of 14 drawing no. S-203 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SILMAN #15989 All dimensions to be checked on site.Do not scale. SIMPSON LSTA24 STRAP TIE @ EACH RAFTER GYPSUM WALL BOARD STEEL POST ORIENTATION OF CORNER STUD ....................... (1) )/2" DIA. A307 THRU-BOLT STEEL POST MAY VARY A T_ GYP BOARD AND/OR FULL DEPTH BLOCKING BETWEEN WEB BLOCKING AT TJI xi PLYWOOD SHEATHING JOISTS AT STEEL BEAM JOISTS, TYPICAL GYPSUM WALL BOARD SEE SCHEDULE FOR SEE GENERAL NOTES LVL/PSL/LSL BEAM SHEAR WALL TYPE IN LEGEND . . . . .. T-4 2" A SEE SHEAR WALL Y9 SHEAR WALL SCHEDULE 2-1 t. 16d N r 16d NAILS @ 24"o/c SCHEDULE FOR 24" O.C. AILS @ FOR NAILING PATTERN EXTERIOR PLYWOOD I NAILING PATTERN SHEATHING EXTERIOR PLYWOOD SHEATHING 16d NAILS @ 24" O.C. Y4 TJI/LVL FLOOR JOISTS X2"O COUNTER-BORED A307 41VI I IT- 11 t SEE SHEAR WALL SCHEDULE T PROVIDE 2x BOLTS @ 2'-0" (STAGGER ROOF RAFTER SIMPSON LSU ROOF RAFTER x I CONTINUOUS LEFT & RIGHT) LVL/PSL/LSL BEAM -SHAPE WOOD STUD FOR NAILING PATTERN U RIDGE BEAM HANGERS (LSU4.12 TYP. @ PLATE STEEL PLATE STEEL PLATE 0i - U-SHAPED Y8 ORIENTATION OF SIMPSON T13 SCREW AT 12" O.C. I I 'N� 4x RAFTER) I CORNER STUD STEEL BEAM STAGGERED; (MINIMUM 1Y2" EDGE A 3�" END PLATE I MAY VARY 16d NAILS @ 24"o/c ERIOR PLYWOOD DISTANCE FROM EDGE OF PLATE; (5%" WIDE @ V2" WIDE BEAM DETAIL A A INSIDE CORNER OUTSIDE CORNER 'T' INTERSECTION SHEATHING MINIMUM 4" EDGE DISTANCE FROM END OF PLATE) 7)/8" WIDE @ 5Y4" WIDE BEAMS) TYPICAL DETAIL LVL/TJI TYPICAL DETAIL WOOD SHEAR WALL CORNER & INTERSECTION PLAN SECTIONS BEARING ON STEEL ME' MBER LVL/PSLZLSL BEAM CONNECTION TO STEEL POST TYPICAL RIDGE BEAM CONNECTION SCALE: 1"=1'-O" SCALE: Y4"=1'-0" SC—ALE: 1 Y2"=1" 0" SCALE: 1 Y2"=1'-O" 2f-8" 20-8" -1 SIMPSON TB SCREWS AT 12" O.C.-STAGGERED. 0 (MINIMUM 1 )/2" EDGE DISTANCE FROM EDGE 61' 160' 16" 4" 16" 16" 9 OF PLATE AND 4" FROM END OF PLATE) 16" TYPICAL STEEL BEAM 6" �PICAL STEEL BEAM STEEL It \�__ A A "P" SEE (SEE PLAN BOLT LAYOUT PROVIDE Y2" OAK SHIM WHEN BEARING, SHEAR PROVIDE FLAT 2x WHEN BEARING OR SHEAR A7 ii NOTE 2 FOR SIZE) OR PARTITION WALLS ARE LOCATED ABOVE BOLT LAYOUT WALLS ARE LOCATED ABOVE BEAM Y2" DIA. A307 BOLTS DETAIL A — A BEAM OR WHEN BEAM FLANGE WIDTH IS I r GREATER THAN OR EQUAL TO 8" D ETAI L A — A W1 WASHERS; _J Y2" DIAMETER COUNTER-BORED, A307 BOLTS, I > Y2" DIAMETER COUNTER-BORED, A307 BOLTS, BOLT-HEAD & WASHER STAGGERED TOP AND BOTTOM, SEE DETAIL A I A STAGGERED TOP AND BOTTOM, SEE DETAIL A-A r A A I UJ W 3 -3 . . . . . . . . .. . . . . .... Lco - —- - — - —- .. . .. . .. .. . . STEEL F 77 T.O. JOIST T.O. JOIST FLUSH W/ MULTIPLE MEMBER LVIL BOTTOM T1_4 LA T.O. STEEL BE�_AM -4q-j T.O. STEEL BEAM A SECTION A—A A SECTION A-A X2- DIA. BOLTS W/ WASHERS @ Y4" DIA. BOLTS W/ WASHERS @ revisions 16- O/C @ TOP & BOTTOM 16" O.C. STAGGERED TOP & - - - - - - - - - - - - W/ (2) BOLTS AT EACH END NOTES: BOTT., 2 BOLTS AT EACH END I W/ - - - - - - - - - - - - NOTES: 1. USE 1 Y4" x LVL, SEE PLANS. ZZ/1 Z"Ifl I —T.O. STE L x x 1 I-A 1. USE 1Y4" x LVL, SEE PLAN. 2. AS NOTES ABOVE, WHERE POINT LOADS "P" BEAR UPON THE "rA TJI/LVL FLOOR JOISTS 1_r 7AV TJI/LVL FLOOR JOISTS - - - - - - - - - - - - 2. MAXIMUM BOLT HOLE SIZE SHALL BE 9/16"- FLITCH � BEAM, PROVIDE ADDITIONAL (3)-3/4" DIA. BOLTS, WEB BLOCKING AT TJI JOISTS WEB BLOCKING AT TJI JOISTS - - - - - - - - - - - - 3. BOLTS SHALL NOT BE COUNTER-SUNK. STAGGERED AND SPACED AS SHOWN (UNLESS OTHERWISE NOTED). PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER - - - - - - - - - - - - BEAM BLOCKING (IUS @ WOOD FLOOR FINISHES. BEAM BLOCKING (IUS @ WOOD FLOOR FINISHES. - - - - - - - - - - - - 3. BOLTS SHALL NOT BE COUNTER-SUNK. MIU @ STONE/TILE FLOOR FINISHES) MIU @ STONE/TILE FLOOR FINISHES) TYPICAL MULTIPLE MEMBER CONNECTION TYPICAL DETAIL seat&signature TYPICAL DETAIL TYPICAL DETAIL 4 ' '41 DETAIL (FOR LVL BEAMS) FLITCH PLATE BEAM (FOR LVL LVLZTJI TO STEEL MEMBER I TO STEEL MEMBER WITH TOP PLATE SCALE: 1Y2"=1'-0" SCALE: 1Y2"=1'-0" SCALE:' l'-O" SCALE: 1Y2"=1'-O" (2)42" DIA. A307 op* THRU-BOLTS; NICK THREADS TO PREVENT BACK-OFF SOLID FULL DEPTH SIMPSON TB1460S key plan BLOCKING, WIDTH & COLLATED SCREW @ 3" O/C DEPTH TO MATCH SOLID FULL DEPTH BLOCKING; OR APPROVED EQUAL JOIST/RAFTER WIDTH, DEPTH TO MATCH MINIMUM (2) PER BLOCKING Av-- JOIST/RAFTER MEMBER T 4- L3x3xY4 TUBE POST I INSTALL BOTTOM OF BASE PLATE WOOD FLOOR JOIST/ I FLUSH WITH CONCRETE ROOF RAFTER; SEE I PLAN FOR SIZE & I WOOD POST- SEE PLAN SPACING FOR SIZE (2)42- DIA. GALVANIZED A307 I client THRU BOLTS, NICK THREADS A A I Dana Ben Ari&Nikola Duravcevic TO PREVENT BACK-OFF 282 Washington Avenue GALVANIZED SIMPSON LCB/CB TYP. AT Brooklyn COLUMN BASE OR APPROVED -LAJ- TOP AND NY 11205 EQUAL PIPE POST BOTTOM yl 6 - - - - - - - - - - - - architects BLOCKING; AS EQUIRED Shenton Architects LLP PLAN AT PIPE PLAN AT TUBE 195 Plymouth Street Brooklyn NY 11201 NOTE: LL, AT TJI FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. SO- IL 68 Jay Street,#501 L3x3xY4 Brooklyn NY 11201 SOLID FULL DEPTH BLOCKING; stru-ctu-rat e-ngi-neer- - - - - - - AS REQUIRED Siliman PIPE/TUBE POST 32 Old Slip, 10th Floor New York + 10005 - - - - - - - - - - - - CONCRE I TE PIER WOOD FLOOR JOIST/ROOF RAFTER mep engineer + (2)42- DIA. A307 THRU-BOLTS, 2LS Consulting Engineers OR WALL 150 West 30th Street NICK THREADS TO New York PREVENT BACK-OFF NY 10001 civiT-engine-er - - - - - - - - TYP. DB Bennett Y,6 20 Inkberry Street East Hampton A-A I NY 11937 - - - - - - - - - - - - TYPICAL SUPPORT OF WOOD POSTS TYPICAL STEEL PIPEZTUBE POST BRACING surveyor Nathan Corwin Land Surveyor ON CONCRETE WALL OR PIER (WITH UPLIFTJ AT WOOD FRAMED FLOOR LEVELS 1 1586 Main Rd. SCALE: 1"=1'-0" SCALE: 1Y2"=1'-0" Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title TYPICAL DETAILS IV status Permit project no. 1410 — — — — — — — — — — — — scale AS NOTED drawn by — — — — — — — — — — — — date 02.05.2016 page 9 of 14 drawing no. S-204 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SILMAN #15989 All dimensions to be checked on site.Do not scale. ALLOWABLE HOLES TJI8 JOISTS SIMPSON H2.5A TIE BETWEEN MIN. DISTANCE FROM TABLE A MIN. DISTANCE FROM TABLE B 11)� HOLE MAY BE CUT BLOCKING AND TOP PLATE; FULL DEPTH BLOCKING AT BEARING WALL ON FULL DEPTH BLOCKING TO MATCH ANYWHERE IN WEB TYPICAL; ALIGN BLOCKING SHEAR WALL BETWEEN JOISTS (l)-2x CONTINUOUS DO NOT OUT- AND STUD AS REQUIRED AT EACH STUD LOCATION; SOLEPLATE WIDTH OF STUD WALL, TYPICAL BETWEEN CUT OR NOTCH FLANGE. SIDE OF HATCHED ZONE SEE GENERAL NOTES FLOOR BLOCKING AT BEARING WALL ABOVE LOCATIONS PROVIDE WEB STIFFENERS AT SIMPSON LSTA ?? STRAPS Er 100001 0 FULL DEPTH LVIL I 1 '0' TJI LOCATIONS; TYPICAL AT EACH TIES ACROSS STUD ABOVE, BLOCKING EACH SIDE SIDE OF TJI MEMBER RIM BOARD, STUD BELOW TJI/LVL FLOOR JOISTS Ll D L2 2 x L2 �2 OF SHEAR WALL AND AT 61 2 x ID1 J CLOSELY G\RZ/)UPED ROUNPI _ PROVIDE WEB STIFFENERS AT AND HEADER AT EACH I HOLES ARE PERMITTED IF I INIMI IM MINIMUM EACH STUD LOCATION; TJI LOCATIONS; TYPICAL AT EACH STUD LOCATION NO FIR n MINIMI IM IHL L;KUUP PERIMETER NO FIELD NOT CUT SEE GENERAL NOTES SIDE OF TJI MEMBER L .. ... ... . . . .. T.O. FINISHED FLQ�j DO NOT -0- CUT HO1 FS (APPLIES TO ALL MEETS REQUIREMENTS FOR CUT HOLES ES LARGER EL. SEE PLAN CUT HOLES IN CANTILEVER IN HATCHED HOLES EXCEPT ROUND OR SQUARE IN HATCHED THAN 1V IN REINFORCEMENT. ZONES KNOCKOUTS) HOLES. ZONES CANTILEVER T.O. JOIST/RAFTER T.O. JOIST/RAFTER L J EL. SEE PLAN ...... ...... EL. SEE PLAN TABLE A - END SUPPORT MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 1Y4" LSL RIM BOARD DEPTH Tilt + + 110 l'-O" l'-6' 2'-0" Y-O" 5'-U' l'-O" 1'-16" 2'-6" 3'-6' 4'-6" TJI/LVL FLOOR/ROOF FRAMING CONTINUOUS (2)-2x 210 l'-O" l'-6" 2'-6" 3'-Y' 5'-6" l'-Y' 2'-0" 2'-6" 4'-Cr 5'-Cr TJI/LVL FLOOR/ROOF FRAMING SIMPSON H2.5A TIE BETWEEN EACH TOP PLATE 9V 230 l'-6r 2'-0" 2'-6" Y-15" 5'-(r 1'-Cr 2'-0" 3'-0" 4'4" 5'-Cr JOIST AND TOP PLATE; TYPICAL; PROVIDE WEB STIFFENERS ALIGN FRAMING AND STUDS AS REQUIRED AT TJI LOCATIONS 360 1'-Er 2'-0" 3'-0" 4'-Cr 6'-0" 1'-Er 2'-6" 3'-6" 5'-Cr 5'-C, CONTINUOUS (2)-2x TOP PLATE; 560 11'4" 2'-6" 3'4",5'-Cr,7'-cr 2'-Cr,3'-U* 4'-0" 5'-6r 6'-0" ELEVATION TO MATCH FULL DEPTH BLOCKING BETWEEN SHEAR WALL; SEE SHEAR WALL 110 1'-0" l'-6*12'-0" 12'-6!' 3'-0C 5'- 1,-Y' 1'-C" 2'-0"" 2'-6' 4'-Er 5'-0" 6'-Cr I BEARING WALL ELEVATION FRAMING IN PLANE SCHEDULE CONTINUOUS (l)-2x SIMPSON H2A TIE AT EACH JOIST OF WALL; BLOCKING TO SOLEPLATE TO STUD, ALIGN JOIST AND 210 l'-6" 2'-0" 2'-Cr 13'-Cr 3'-6'1 6'-Cr 1'-Cr 11'-15" 2'-6" 3'-Cr 5'-Cr 5'-6" 6'-Er MATCH FRAMING DEPTH CONTINUOUS (2)-2x TOP PLATE; 113C 230 1'-0" l'-6" 2'-0" 2'-6" Y-O" Y-15" 6'-(r 1 1-0" 2'-COCr" 2'-61 3'-Er 5'-Er 5'-Er 7'-Y' ELEVATION TO MATCH L STUD AS REQUIRED 360 l'-6' 2'4' 3'-0" Y-15' 4'-6" 5'-Cr 7'-Y' l'-6' 2'-6" 3'-6" 4'-6" 6'-6" W-C 7'-Er I 560 1'-6"12'-6" 3'-Cr 4'-Cr 5'-6" 6'-Cr 81-0" 2'-6!' 3'-6" 4'-Er 5'-Er 7'-0"17'-6" 8'_O7 SHEAR WALL; SEE SHEAR BEARING WALL ELEVATION 110 1'-0" 1'-07 1'-0" 1'-07 l'-6" 2'-Cr Y-07 5'-Er 1 I-Cr 1'-Cr 1 l'-6" 2'-Y' 3'-15"14'-0" 6'-0" 8'-0" WALL SCHEDULE SIMPSON H6 TIE BETWEEN TOP SIMPSON H6 TIE BETWEEN 210 1-0" 1,-cr 1-0" 1-6' 2'-Cr 2'-6" 3'-6r 6'-Cr 1'-07 1'-Cr 12'-Cr 2'-6" 4'-Cr 4'-6" 6'-Er 18'-6" PLATES AND STUDS; TYPICAL EACH STUD AND HEADER (TYP.) le 230 1'-Cr 1'-0" 1-0" 1'-6"1 2'-(6r" 2'-6" 4'-0" 7'-(r 1'-0" 1'-0"12'-0" 3'-Or' 4'-0" 5'-Cr 7'-Cr 9'-0" SIMPSON H6 TIE BETWEEN TOP AT EACH STUDS 360 1'-0" 1'-Cr 1'-66r" 2'-C'13'-6C 4'-Cr 5'-Er 8'-0" 1'-0" l'-6' 2'-6" 4'-(Y' 6'-Cr 6'-6" 8'-0" 9'-6' 560 1 1-0"11 1-0" 2'-0" 3'-07 4'-6" 5'-0" W-C 19'-Cr 1'-Er 3'-IT 4'-Cr 5'-Or 7'-Cr 7'-6" 9'-(f 10'-Y' PLATES AND STUDS; TYPICAL LVL/PSL OR BUILT-UP 2x HEADER; 210 l'-d' 1'-Cr 1-0" 1'-0" 1'- 2'-Er 3'-6" 6'-Cr 1'-0" 1'-0" 1'-0" 2'-Cr 3'-(:r 3'-6" 6'-6" 8'-U;-11' 0" 1'-0"1 2'-(f 13'-6*14'-0" 7'- AT EACH STUD SEE PLAN FOR SIZE & LOCATION 1 230 1, or, 1, Cr 1, 0" 1'-0" 1 3'-0" 4'-Of 7'-0" 1'-Cr 1'- 0" 91-0" 11 TYPICAL SHEAR WALL TYPICAL SHEAR WALL 1 360 -F-F l'-O" 2'-6" 2'-6" 4'-Er 6'-6" 9'-0" 1'-0" 1'- " l'-6"1 3'-Cr 15'-0"15'-6" 1 1 560 1'-Y' 31-0" 5'-0" 7'-9* 10'-0 1'-0" 2'" -X'_fV1A- 9 PARALLEL TO FLOOR/ROOF FRAMING PERPENDICULAR TO FLOORZKOF FRAMING 4! 5- 6r 7- T 1 cr 127 15- 17, e �r 6' 1 -r Er 1 Y' 1Z 15r 1r SCALE: 3/4" 1'-0" SCALE: 3/4" 1'-0" 1T 360 1-y' 1,-Cr 1'-0" l'-O" 2'-0" 4'-Cr 5'-6" 10'-(Y' 1'-0" 1'-6" Y-11" 4'-6!' 6'-U' 1 0'-U'l 1'-0"1 Y-15' 560 1'-Cr 1'-Cr 1'-0" 1'4' 2'-Cr 4'-6" 7'-0" 11'4' 2'-U' 3'-6" 5'-0" 6'-6' 8'-0" 11'-Y'12'-O"14'-6!' 207 360 1'-Cr 1'-Cr 1'-0" 1'-0" l'-Y' 2'-0" 4'-0" 7'-0"10'-6" 1'-Cr l'-O" l'-6" Y-O" 4'-6' 8'-0" TYPICAL DETAIL @ FLOOR FRAMING 560 1'-Cr 1'-0" 1'-0" 1'-0" l'-Y' 2'-0" 4'-6r 9'-0"111'- 1'-0" l'-6- Y-6. 5--cr 7'-0" 10'-6'.13'- 14'-6'16'-0" TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT @ WINDOLDOOR OPENING PERPENDICULAR MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT SCALE: Y4"=l'-O" JOIST Tilt ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2" T 47 5" 6h; 7" 83C 11" 1Y Z S' 47 5" 6Y; 7" 8W 11* 15" 110 2'-U' 2'-6' 3'-6" 4'-6" 7'-6" l'-6!' 2'-6' 3'-6" 5'-6' 6'-6' 210 2'-Y' 2'-6" 3'-6" 5'-Or' 8'-U' 2'-0" 3'-0" 4'-0" 6'-6" 7'-6" 230 2'-6" 3'-Cr 4'-Cr 5'-Er 8'-6' 2'-Cr 3'-6" 4'-6" 6'-6" 7'-6" SIMPSON SSP TIE AT BEARING WALL ON (2)-2x CONTINUOUS 360 Y-O" 4'-(f 5*-6" W-C 9'-0" 3'-d' 4'-6" 5'-6" 7'-6' 8'-0" PRESSURE TREATED SILL PLATES 560 13'-6" 5'-Cr 6'-Cr 7'-Er 1 0'-C' 4'-Cr 5'-6" 6'-6" 8'-0" 91-0" EACH STUD, SEE NOTE 3 BEARING WALL ON 110 1'-Y' 1'-Cr l'-6" 2'-6" 4'-0" 4'-Er 8'-6" l'-Y' 1'-6" 2'-6" 4'-Cr' 7'-0" 7'-Cr 9'-6' (l)-2x CONTINUOUS SILL PLATE 210 l'-O" 1'-Cr 2'-0" 3'-0" 4'-6!' 5'-0" 9'-U' l'-Y' 2'-0" 3'-0" 4'-6!' 8'-Cr 8'-0'1 0'-C 7 -i\/ -T 11W 230 l'-O" 2'-U' 2'-6" 3'-6" 5'-0" 5'-6" 101-01 11'4' 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6' Y2" DIAMETER A307 ANCHOR BOLTS AT 4'-0" O.C. SIMPSON H6 TIE AT 360 2'-0"1 Y-O" 4'-0* 5'-6" 7'-0" 7'-6" 11'-0" 2'-Cr 3'-6' 5'-0" 7'-Y' 9'-6" 9'-6"11 1'-Cr 1 560 1'-15' Y-O" 4'-6* 5'-IT 8'-0718'-6"112'-0" Y-CrI 4'-Ir 6'-0"1 8'-d'I10'-6!'1 1'-0"12'-0"1 EACH STUD, SEE NOTE 3 7 110 1'-0" 1'-Cr 1'-0" 1'-07 2'-0" 2'-6"14'-6" 8'-6" v-Dr, 1,-Cr 1-0" 2'-6!' 5'-0" 6'-0` 9'-Crll2'-Cr 210 TOP OF FOUNDATION STEM SIMPSON L? ANGLE; TYPICAL BETWEEN l'-Or' 1'-Cr 1'-0" 1'-0" 2'-6' 3'-0" 5'-6' 9'-6" l'-Or' 1'-0" 2'-0" 3'-6" 6'-0" 7'-0" 1 0'-U'l Y-07 EL. SEE PLAN LEDGER AND BLOCKING CONTINUOUS 1Y4" LSL RIM BOARD 147 230 1'-Cr 1'-Cr 1'-0" 2'-U' 3'-6" 4'-0" 6'-U' 10'-6' l'-Y' 1'-0" 2'-6" 4'-0" 6'-15' 7'-6" 1 l'-U'l 3'-6' PROVIDE WEB STIFFENERS AT TJI LOCATIONS 360 1'-07 1'-Cr 2'-Cr 3'-Er 5'-6" 6'-0' 8'-Erll2'-61 l'-(f 2'-(f 4'-0" 5'-6' 9'-0"10'-0"12'-0"14'-0" BEARING WALL ON 560 1'-Cr I l'-Cr 1'-6rI 3'-Erl 5'-Er 6'-6" 9'-6" 13'-15' l'-(f 3'-(r 5'-0" 7'-ICTr 10'-Y11'-O"13'-6"15'-Y' TOP OF EXTERIOR SHELF 210 l'-U' 1,-(r I,-cr I 1-y' l'-O" 1'-0" 3'-Er 1'-0. 1'-6 R T.O. FINISH FLOOR FULL DEPTH BLOCKING BETWEEN L -— -— - — - — -— - — T.O. FINISH FLOOR (l)-2x CONTINUOUS SOLEPLATE 1, _f;_-_0' 2'-6" 5'-T EL. SEE ARCH. DWGS. 3���/\N . 230 1'-Or' _O" 1'-07 1'-Er 2'-0" 4'-U' W-15"11'-01 v-0yr, i N JOISTS TO MATCH WIDTH OF 1-C 1 I_cr STUD WALL T.O. JOISTS T.O. JOISTS 560 l'-IY' 1'-0" 1'-0" 1'-0" T-16" 3'-6"1 7' -' 1 1- revisions I TO MATCH WIDTH OF I EL. SEE PLAN EL. SEE PI 8_N - - - - - - - - - - - - SIMPSON LSTA ?7 STRAPS STUD WALL, TYP. 47 T 6" 7" T 1 Or 12" 15" 11' 4" 5' 6' 7- T 1Y' 127 15r 17- T E 7 6 5 2,_6" 6' 41 U 8' 0" ,_I 5 6 1 0. 0" LVI 00' 111'.. - — - — -- — TIES ACROSS STUD ABOVE, - - - - - - - - - - - - 1 360 l'-O" Il'-O" 1'-0" l'-6!' Y-O" 6'-0" 9'-Y' 15'-0" 1 1-0" 11'4" 4'-0"16'-6' 9' 16'-6'19'-6' T.O. FOUNDATION WALL RIM BOARD AND STUD TJI/LVL FLOOR JOISTS 1 Er JO 560 1'-07 l'-O" l'-O" l'-Y' 2'-U' 6'-0" 1 0'-U'l 6'-6' 1-y' 6'-0" 8'-6' 11 16'- 18'_ 20'_ 1 EL. SEE PLAN BELOW AT EACH STUD - - - - - - - - - - - - TJI/LVL FLOOR JOISTS 360 1'-C" 1'-0" 1'-Cr l'-O' 1'-Cr 3'-0" 6'-0" 11'-0!'15'-6" 1'-Y' 1'- 11'4" 4'-0" 7'-0" 12'-6"16'-6'19'-Y'21'-O" I LOCATION 26* 'Arr kAN 1�rrcn 1r) T.O. FINISH FLOO 560 11'-0"11'-07 1'-Cr 1'-07 1'-Cr 11'-6' 5'-Er 12'-Y'll 6'- 1'-0" 11'4" 3'-0" 6'-Y' 8'-6" - - - - - - - - - - - - Wr L- — — - —- —- — I FACE MOUNTED JOIST HANGERS BY z SIMPSON OR APPROVED EQUAL TJI/LVL FLOOR JOISTS EL. SEE PLANS RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. - - - - - - - - - - - - FULL DEPTH BLOCKING TO PROVIDE WEB STIFFENERS AT 9 LEAVE )r OF WEB (MINIMUM) AT TOP AND BOTTOM OF HOLE. DO NOT CUT JOIST FLANGES. - - - - - - - - - - - - MATCH DEPTH OF JOISTS 4 TJI LOCATIONS 9 TABLES ARE BASED ON UNIFORM LOAD TABLES IN CURRENT DESIGN LITERATURE. (2) - 2x CONTINUOUS SILL 9 FOR SIMPLE SPAN (5' MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS, ONE MAXIMUM SIZE ROUND HOLE MAY BE CONTINUOUS V2"'x JOIST DEPTH PSL LEDGER PLATE - PRESSURE TREATED CONTINUOUS 1)/4" LSL RIM BOARD LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. W/ Y4- DIAMETER HILTI HIT HY150 MAX. 01 seal.&signature EPDXY ADHESIVE WITH ? EMBEDMENT AT 01 )12"' DIAMETER A307 ANCHOR BOLTS ?�� r ALLOWABLE HOLES - HEADERS AND BEAMS 16" O.C. STAGGERED. PROVIDE A MINIMUM AT 4'-0" O.C.; LOCATE WITHIN CONTINUOUS (2)-2x TOP PLATE OF (3) THREADED RODS PER LENGTH OF 12" OF CORNERS; 7" MINIMUM 1.55E TIMBERSTRANDe LSL HEADERS AND BEAMS I I LEDGER NOTES: EMBEDMENT I V NOTES: BEARING WALL; SEE PLAN PROVIDE WEB STIFFENERS 2 X DIAMETER OF THE 1. SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN DETAILS. AND GENERAL NOTES AT TJI LOCATIONS LARGEST HOLE (MINIMUM) 1. SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN DETAILS. 2. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED ALLOWED HOLE ZONE _LL 2. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. Y3 DEPTH MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. ----- ------------- ----- --------------- --- 3. SIMPSON H6 TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE SIMPSON H2A TIE AT EACH JOIST -r-- 1 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S TO STUD, ALIGN JOIST AND 0 ------ ----------- PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. STUD AS REQUIRED 0 0 0 0 0 1.55 E TIMBERSTRANDO LSL key plan RECOMMENDATIONS. NOTE: HEADER OR BEAM MAXIMUM ROUND SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN DETAILS. DEPTH HOLE SIZE 11y;_11 x Y/C FOUNDATION WALL OPTIONS — SECTION @ FOUNDATION WALL OPTIONS — SECTION @ JOISTS TYPICAL DETAIL @ FLOOR FRAMING TO GENERAL NOTES 147-1 Er 4V F SEE ILLUSTRATION FOR ALLOWED HOI UNIFORM AND/OR CONCENTRATED LOADS ANYWHERE ALONG THE MEMBER. ZONE JOISTS PARALLEL TO LEDGER BEAM BEARING ON FOUNDATION WALL WITH NO STEM WOOD BEARING WALL PERPENDICULAR JOISTS ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH SCALE: Y4"=l'-O" ROUND HOLES ONLY NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. OTHER TRUS JOIST" HEADERS AND BEAMS ROOF RAFTERS MICROLLAIVIO LVIL AND client 1.3E TIMBERSTRANDO PARALLAMO PSL HOLE LSL HOLE ZONE ZONE 2 x DIAMETER OF THE Y3 DEPTH Dana Ben Ari&Nikola Duravcevic LARGEST HOLE (MINIMUM) 282 Washington Avenue DO NOT CUT, NOTCH OR DRILL Brooklyn NY 11205 HOLES IN HEADERS OR BEAMS ROOF RAFTERS ---------- EXCEPT AS INDICATED IN - - - - - - - - - - - - D ILLUSTRATIONS AND TABLES. architects L--------- 0 0 Shenton Architects LLP SIMPSON LSTA ??STRAP THRU SIMPSON LSTA ??STRAP THRU 195 Plymouth Street DECKING TO RAFTER AND THRU DECKING TO RAFTER AND THRU MICROLLAMO LVL AND OTHER TRUS JOISTO BEAMS Brooklyn WALL SHEATHING TO STUD WALL SHEATHING TO STUD PARALLAMS PSL HEADER OR BEAM MAXIMUM ROUND NY 11201 ALLOWED HOLE ZONE DEPTH HOLE SIZE SO- IL FULL DEPTH BLOCKING TO MATCH MIDDLE )� SPAN 4V 68 Jay Street,#501 WIDTH OF STUD WALL, TYPICAL BETWEEN -1. !�T Brooklyn FLOOR BLOCKING AT BEARING WALL ABOVE D I 1.3E TIMBERSTRANDO LSL ALLOWED HOLE ZONE I D 7Y�'- 2 0" NY 11201 SIMPSON LSTA?? STRAP TIES LOCATIONS TEE ILLUSTRATION FOR ALLOWED HOT ACROSS STUD ABOVE, RIM T_ ZONE - - - - - - - - - - - - BOARD AND STUD BELOW GENERAL NOTES I structural engineer AT EACH STUD LOCATION TJI/LVL FLOOR JOISTS e ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY. Silman T.O. JOIST T.O. JOIST 9 ROUND HOLES ONLY. 32 Old Slip, 10th Floor CONTINUOUS 1y4" CONTINUOUS 1Y4" New York BEARING WALL ON T.O. FINISH FLOOR RIM BOARD; TYPICAL + + + + EL. SEE PLAN RIM BOARD; TYPICAL + + + + EL. SEE PLAN e NO HOLES IN CANTILEVERS. NY 10005 (l)-2x CONTINUOUS EL. SEE PLAN SEE NOTE 1 SEE NOTE1 e NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. - - - - - - - - - - - - + + + + + + + + mep engineer SOLEPLATE 2LS Consulting Engineers + + + + 150 West 30th Street I`, + + + + WAmNING CONTINUOUS 1Y4" LSL C, .11,1-1 C__ JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY New York RIM BOARD + + + + I + + I + C-1 + + + NY 10001 17- BRACING INCLUDES: CONTINUOUS (2)-2x TOP PLATE BLOCKING 0 SHEATHING 0 STRUT LINES C 1 v i Fe n g-i n e-er - - - - - - - - HANGERS 0 RIM BOARD 0 RIM JOIST DB Bennett 20 Irkberry Street SIMPSON H2A TIE AT BLOCKING FACE MOUNTED JOIST HANGERS BY SIMPSON FACE MOUNTED JOIST HANGERS East Hampton TO EACH STUD, ALIGN BLOCKING OR APPROVED EQUAL WITH WEB STIFFENERS CONTINUOUS (2)-2x TOP PLATE BY SIMPSON OR APPROVED EQUAL CONTINUOUS (2)-2x NY 11937 AND STUD AS REQUIRED @ TJI'S - TYPICAL TOP PLATE - - - - - - - - - - - - BEARING WALL; SEE PLAN FULL DEPTH BLOCKING TO MATCH FLOOR FRAMING FLOOR FRAMING surveyor AND GENERAL NOTES DEPTH OF JOISTS Nathan Corwin Land Surveyor 1586 Main Rd. FULL DEPTH BLOCKING AT 4'-0" O.C. DO NOT WALK ON JOISTS DO NOT WALK ON JOISTS DO NOT STACK BUILDING Jamesport AT EXTERIOR FRAMING FOR MINIMUM SIMPSON H2A TIE @ EACH ROOF RAFTER UNTIL BRACED. THAT ARE LYING FLAT. MATERIALS ON UNSHEATHED NY 11947 NOTE: OF THREE BAYS OF FRAMING; LAP WITH TO WALL STUD, ALIGN RAFTER & STUD INJURY MAY RESULT. JOISTS. STACK ONLY OVER project title COORDINATE BLOCKING WITH MEP AND ARCHITECTURAL PENETRATIONS, RAFTER AT RAFTER BEARING LOCATIONS; AS REQUIRED WARNING NOTES: BEAMS OR WALLS. SEE ARCH & MEP DRAWINGS. TYPICAL SIMPSON H2A TIE AT EACH ROOF RAFTER LACK OF PROPER BRACING DURING CONSTRUCTION CAN RESULT IN East Marion House TYPICAL DETAIL @ FLOOR FRAMING TO TO WALL STUD; ALIGN RAFTER & STUD SERIOUS ACCIDENTS. OBSERVE THE FOLLOWING GUIDELINES: Rocky Point Road, East Marion, NY AS REQUIRED 1. ALL BLOCKING, HANGERS, RIM BOARDS AND RIM JOISTS AT THE END SUPPORTS OF THE TJIOJOISTS MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED. WOOD BEARING WALL PARALLEL JOISTS 2. LATERAL STRENGTH, LIKE BRACED END WALL OR AN EXISTING DECK, MUST BE ESTABLISHED AT THE ENDS OF THE BAY. THIS CAN ALSO BE BEARING WALL; BEARING WALL; ACCOMPLISHED BY A TEMPORARY OR PERMANENT DECK (SHEATHING) FASTENED TO THE FIRST 4 FEET OF JOISTS AT THE END OF THE BAY. drawing title SCALE. Y44"'111-001 SEE PLANS AND GENERAL NOTES NOTES: SEE PLANS AND GENERAL NOTES 3. SAFETY BRACING OF 1X4 (MINIMUM) MUST BE NAILED TO A BRACED END WALL OR SHEATHED AREA (AS IN NOTE 2) AND TO _LVA___L 1. PROVIDE LSL RIM BOARD AT TJI/LVL EACH JOIST. WITHOUT THIS BRACING, BUCKLING SIDEWAYS OR ROLLOVER IS HIGHLY PROBABLE UNDER LIGHT CONSTRUCTION LOADS TYPICAL DETAILS V1 FLOOR FRAMING LOCATIONS. - SUCH AS A WORKER OR ONE LAYER OF UNNAILED SHEATHING. 4. SHEATHING MUST BE COMPLETELY ATTACHED TO EACH TJIOJOIST BEFORE ADDITIONAL LOADS CAN BE PLACED ON THE SYSTEM. 5. ENDS OF CANTILEVERS REQUIRE SAFETY BRACING ON BOTH THE TOP AND BOTTOM FLANGES. 6. THE FLANGES MUST REMAIN STRAIGHT WITHIN 11Z FROM TRUE ALIGNMENT. status Permit project no. 1410 TYPICAL DETAIL @ PITCHED RAFTERS TO BEARING WALL TYPICAL DETAIL @ PITCHED RAFTERS TO BEARING WALL WARNING: DRILLING, SAWING, SANDING OR MACHINING WOOD PRODUCTS GENERATES WOOD DUST. THE PAINT AND/OR COATING ON THIS PRODUCT - - - - - - - - - - - - MAY CONTAIN TITANIUM DIOXIDE. WOOD DUST AND TITANIUM DIOXIDE ARE SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE CANCER. scale drawn by PARALLEL JOISTS PERPENDICULAR JOISTS FOR MORE INFORMATION ON PROPOSIT10N 65, VISIT WY.COMANFORM. AS NOTED -ja t T - - - - - - - - - - SCALE: 1"=l'-O" SCALE: 1"=V-0" e 02.05.2016 page 10 of 14 AVVeyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of I drawing no. H APS ---\, Er Er DO HOL _QU IRED 21 2'-6- 2'_"� 6] '_Cr 3'_(�r 7'-0' 5'-0" 1 0'_O 12 _0! Weyerhaeuser NR. 0 2014 Weyerhaeuser NR Company. All rights reserved. I I S-205 February 2014 Reorder TJ-4015 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SILIMAN #15989 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - All dimensions to be checked on site.Do not scale. LOAD BEARING OR BRACED/SHEAR WALL ABOVE PLATE NAIL - 16D (0.135" X 3%Z) AT (MUST STACK OVER WALL BELOW) JOIST DETAILS 1 Z ON-CENTER LOAD BEARING OR BRACED/SHEAR WALL ABOVE (MUST PLATE NAIL, 16D (0.135 x 3 WHEN SHEATHING THICKNESS EXCEEDS BLOCKING PANEL: 1)9 TJ RIM BOARD, 1Y47 STACK OVER WALL BELOW WHEN PRESENT) PLATE NAIL, 16D (0.135' X 3 )T) AT 16" ON-CENTER W, TRIM SHEATHING TONGUE AT RIM 2X_ STUD WALL AT FLOOR PANEL NAIL - AT lEr ON-CENTER BOARD 16" ON-CENTER 8D (0.131" x 2��) AT 6' ON-CENTER TIMBERSTRAND LSL OR TJI JOIST NO LOAD BEARING WALL ABOVE BLOCKING PANEL: WEB STIFFENER REQUIRED BLOCKING PANEL: ON BOTH SIDES AT A2W PLATE NAIL - 16D (0.1357 x WEB STIFFENERS REQUIRED ON BOTH 2x4 MINIMUM SQUASH WEB STIFFENERS 09' TJO RIM BOARD, 1Xer TJ RIM BOARD, 1Y47 ONLY 3Y27) AT 16" ON-CENTER* SIDES AT A3.4W ONLY BLOCKS REQUIRED EACH SIDE TIMBERSTRAND LSIL OR TJI SHEATHING 8 DARY AT 133W ONLY 1YV TIMBERSTRANDe LSIL JOIST FLOOR PANEL NAIL - NAILS, OR TJI0 JOIST 8D (0.131" x 2)�') AT 6" ON-CENTER* 8D (0.131" X 2��) AT 1X47 TIMBERSTRAND LSL 4!' ON-CENTER RIM BOARD WEB STIFFENERS RIM-TO-JOIST WEB STIFFENERS REQUIRED REQUIRED ON BOTH EACH SIDE AT A3._W SIDES OF BOTH JOIST NAIL ENDS AT B4W ONLY TOE NAIL - 10D (0.131- x B 1 TL y 'M 0 B S C T T E K' R N S UN "u"l ONLY C 1 L'9 T X- T K J IMI N 0 G BR EP 'M R OR TJ10 Jol� TOE NAIL, TOE NAIL, 1V TJORIM BOARD (A3/A3W WHEN SHEATHING THICKNE AT 6* ON-CENTER TJP I END OF r4 C T I 10D (0.131" x 5' 10D (0.131 x S) ONLY) OR EXCEEDS W, TRIM 1 WEB STIFFENERS REQ END OF JOISTS AT r AT 6" ON-CENTER AT 6' ON-CENTER TJI0 RIM JOIST 1447 TIMBERSTRANDO LSL SHEATHING TONGUE AT RIM M BOTH SIDES AT B1W AND B2W CENTERLINE 0 SUP BOARD FOR RIM BOARD THICKER THAN 1-Y; ONLY OF SUPPORT 0 RIM JOIST I TJIO RIM IST - ATTACH TJI JOIST TO RIM BOARD WITH ONE 10D (0.128" X 3") W E28.STIFFENER TOE NAIL - 10D (0.131- x Y) NAIL. TOP NAIL FROM TJI JOISTS INTO RIM BOARD. REQUIRED ON BOTH MUST HAVE 11�';' MINIMUM JOIST AT I" ON-CENTER* INSTALL PROPER BLOCKING TO - CONNECT CORNER WITH FOUR 10D (O.12T X 3") NAILS. TOE NAIL BLOCKING PANELS MAY BE REQUIRED SIDES AT A1W ONLY BEARING AT ENDS. ATTACH RIM SUPPORT ALL PANEL EDGES FROM SIDE OF PARALLEL CLOSURE INTO RIM BOARD. BLOCKING PANELS MAY BE REQUIRED WITH BRACED/SHEAR WALLS WITH BRACED/SHEAR WALLS ABOVE OR * JOIST PER A3 DETAIL. ABOVE OR BELOW, SEE DETAIL 81 BELOW SEE DETAIL B1 FOR ADDITIONAL INSTALLATION SPECIFICATIONS SEE RIM BOARD DETAILS AND INSTALLATION IN WEYERHAEUSER FOR ADDITIONAL INSTALLATION SPECIFICATIONS SEE RIM BOARD NAIL THROUGH 2X-CANTILEVER, WOOD BACKER AND TJIO INSTALLATION GUIDE FOR FLOOR AND ROOF FRAMING, TJ-9001. DETAILS AND INSTALLAT10N IN WEYERHAEUSER INSTALLATION GUIDE 1V TJ RIMeBOARD OR 1Y4" TIMBERSTRANDeLSL NAIL BLOCKING JOIST WEB WITH 2 ROWS 10D (0.148" x 3") NAILS AT FOR FLOOR AND ROOF FRAMING, TJ-9001. WITH 10D (0.131" x r) NAILS, ONE EACH AT TOP AND PANEL 6" ON-CENTER, CLINCHED. USE 16D (0.135" x 20T) NAILS WITH W TJI0JOIST BOTTOM FLANGE. NAIL TO BLOCKING PANEL WITH FLANGE WIDTHS 8" DIAMETER MAXIMUM HOLE FOR 1 1T - 16" CONNECTIONS EQUIVALENT TO FLOOR PANEL SCHEDULE DEEP BLOCKING PANELS; 6' DIAMETER MAXIMUM 6'-07 LENGTH OF TJI JOIST FOR BLOCKING PANELS 9Y2" DEEP OR SHORTER 1V TJO RIM BOARD 1Y47 TIMBERSTRANDe LSL. NAIL REINFORCEMENT AND FILLER THAN 1Z LONG. WITH 10D (0.131- X r) NAILS, 4'-Cr LENGTH OF BLOCK. USE 4'-0" LENGTH DO NOT CUT FLANGES ONE EACH AT TOP AND BOTTOM FLANGE ATTACH REINFORCEMENT TO JOIST Er DIAMETER MAXIMUM HOLE FOR 1139 - WITH W AND 11W Tile WITH ONE 8D (0.131" x 2)T) NAIL Y47 REINFORCEMENT ON 16" DEEP BLOCKING PANELS; Er DIAMETER JOISTS AT EACH CORNER 8" DIAMETER MAXIMUM HOLE FOR 11W ONE SIDE AT E2, BOTH MAXIMUM FOR BLOCKING PANELS RV DEEP ATTACH REINFORCEMENT TO JOIST F1 APPLIES TO WEB STIFFENERS REQUIRED - lEr DEEP BLOCKING PANELS; C SIDES AT E3 OR SHORTER THAN 11* LONG. WITH ONE 8D (0.131" x 2)T) NAIL HORIZONTAL BLOCKING PANELS UNIFORMLY ON BOTH SIDES AT E1W ONLY DIAMETER MAXIMUM FOR BLOCKING DO NOT CUT FLANGES AT EACH CORNER BETWEEN EACH JOIST. NAIL TO TOP LOADED JOISTS LOAD FROM ABOVE PANELS 9)T DEEP OR SHORTER THAN 1V TJO RIM BOARD 1Y47 TIMBERSTRANDe ZPLATE WITH CONNECTIONS ONLY. 1Z LONG. LSL NAIL WITH 10D (0.131- x 2r) EQUIVALENT TO FLOOR PANEL DO NOT CUT FLANGES NAILS,ONE EACH AT TOP AND BOTTOM SCHEDULE WOOD BACKER FLANGE 1Z LENGTH OF -Y4" N A7 WIT AT'AC H EAH ON' CH 6A A TT WITH AT E 1V TJO RIM BOARD OR 1X47 6 REINFORCEMENT ON TIMBERSTRANDO LSL. NAIL WITH 1 OD ONE SIDE AT E5, BOTH S (0.131"x S') NAILS, ONE EACH AT TOP ATTACH REINFORCEMENT TO JOIST WEB SIDES AT E6 12" LENGTH OF N47 I REINFORCEMENT ON ONE SIDE AND BOTTOM FLANGE WITH 3 ROWS FULL DEPTH VERTICAL T) NAILS AT 6- BLOCKING BETWEEN Al AT El, BOTH SIDES AT E8 10D (0.14T X ON-CENTER, CLINCHED. USE 2 ROWS EACH JOIST P CH REINFORCEMENT WITH 9)� AND 113; LESS THAN 5' 2X4 MINIMUM SQUASH TO JOIST FLANGE WITH Tile JOISTS ILESS THAN 5r E7 BLOCKS 8D (0.131* x 2y;) NAILS AT Er ON-CENTER. WHEN REINFORCING GAP*- WEB STIFFENER ATTACHMENT 1)9' TJO RIM BOARD OR BOTH SIDES, STAGGER NAILS )C MINIMUM USE 20 MINIMUM SQUASH BLOCKS TO 1Y4� TIMBERSTRANDOLSL. NAIL FACE GRAII as 84" MAXIMUM TRANSFER LOAD AROUND TJI JOIST WITH 10D (0.131- X 2r) NAILS, HORIZON NOT FOR USE WITH 2�T TJI0JOIST FLANGE WIDTHS 1. ONE EACH AT TOP AND BOTTOM (1)T FOR TJIO NAILING: FLANGE OPTION fl: 560, 560D) SEE SIZES BELOW TJI0JOIST BLOCKING WITH END EXTERIOR DECK ATTACHMENT APPLY SUBFLOOR ADHESIVE BLOCKS INSTALLED AT Y3 JOIST-SPAN WEB STIFFENER BOTH SIDES. SEE TO ALL CONTACT SURFACES LOCATIONS USING SIZES BELOW * WITH POINT LOAD FROM ABOVE, AND NO SUPPORT HANGER HEIGHT MUST BE FLUSH BEARING PLATE REQUIRED. STRUCTURAL EXTERIOR SHEATHING TWO 8D (0.115" x 4/;) BELOW, INSTALL WEB STIFFENER TIGHT TO TOP A MINIMUM OF 60% OF DOUBLE TJIOJ01ST FILLER BLOCK: HANGER BACKER BLOCK: INSTALL TIGHT TO MAXIMUM A" OVERHANG PERMITTED NAILS OR TIGHT FIT* FLANGE (GAP AT BOTTOM FLANGE) JOIST DEPTH ATTACH PER THE TABLE. CLINCH TOP FLANGE (TIGHT TO BOTTOM FLANGE AT BEAM FLASHING 2�� SCREWS, WITH FACE MOUN TYPICAL I NAILS WHEN POSSIBLE T HANGERS). CLINCH C�?�� DEPTH MINIMUM WEB NAILING REQUIREMENTS I! NAILS WHEN POSSIBLE TREATED 2X_ TJIO JOIST SERIES NUMBER NAILS 0\5 (IN.) STIFFENER SIZE TYPE LEDGER END INTERMEDIATE SEE FASTENER 1)9 TJO RIM BOARD OR 1X47 110 ALL V x 04WO) 210 ALL 8d TABLE BELOW. MAINTAIN TIMBERSTRAND LSL 230 & 360 ALL V x 0/16"(1) TOP MOUNT DISTANCE (MINIMUM) FROM x 2V') 3 3 HANGER EDGE OF LEDGER TO FASTENER _-OPEON-12: N' x 0/1 (0-113" 2X_ STRAPPING INSTALLED AT Y3 16d JOIST-SPAN LOCATIONS USING TWO 560 ALL 2x4 (2) FACE MOUNT BACKER BLOCK OT SCREWS PER JOIST, TYPICAL (0.135" x 3KI) BOTH SIDES OF WEB WITH ALLOWABLE LOAD (LBS) HANGER SINGLE TJI0 JOIST 1Y47 TIMBERSTRANDO LSL 1 4 4 FASTENER RIM BOARD 1)r TJORIM BOARD 16d 5 5 OPTION #3: 207 (3) 2x4 (2) 6 11 WEB STIFFENERS REQUIRED IF SDES OF LAG BOLT 110 481 DIRECTLY APPLIED CEILING 560D 2�r x 6 13 HANGER DO NOT LATERALLY SUPPORT AT WITH TOP MOUNT HANGERS, BACKER BLOCK REQUIRED ONLY FOR 247 (3) revisions LEAST V OF TJIOJOIST TOP FLANGE DOWNWARD LOADS EXCEEDING 250 LBS OR FOR UPLIFT CONDITIONS. CORROSION-RESISTANT FASTENERS REQUIRED FOR WET-SERVICE WHEN SPECIFIED ON THE LAYOUT, ONE OF THE BRACING - - - - - - - - - - - - FOR NAILING REQUIREMENTS SEE PAGE 5, TJ - 9001, WEYERHAEUSER APPLICATIONS. OPTIONS ABOVE IS REQUIRED (1) PS1 OR PS2 SHEATHING, FACE GRAIN VERTICAL INSTALLATION GUIDE FOR FLOOR AND ROOF FRAMING, TJ-9001. (2) CONSTRUCTION GRADE OR BETTER - - - - - - - - - - - - (3) WEB STIFFENERS ARE ALWAYS REQUIRED FOR 2Z AND 24 TJI 560D JOISTS BEAM DETAILS FASTENING of FLOOR PANELS FILLER AND BACKER BLOCK SIZES - - - - - - - - - - - - GUIDELINES FOR CLOSEST ON-CENTER SPACING PER ROW TJIO(1)(2) RIM BOARD Tile JOISTS 110 210 230 OR 360 560 BEARING FOR DOOR OR BEAM TO BEAM CONNECTION BEARING AT CONCRETE WALL NAIL SIZE 110, 210, 360 AND 09' TJe RIM 1 Y47 TIMBERSTRANDO LSL MICROLLAMO PARALLAM 0 DEPTH 9YT OR 14 9)r OR 147 OR 9V' OR 14 OR 18" OR 1139 1 47 OR 18" OR - - - - - - - - - - - - BEARING AT WALL WINDOW HEADER AND 230 560 BOARD TIMBERSTRANDO LSL OR WIDER LVIL PSL 113ir 1139 16" 11V 16" 20" 16, 20" - - - - - - - - - - - - 8D (0.11,rxOT), 8D (0.131"xX) 47 47 3" 3" FILLER BLOCK (1) 2x6 2x8 2x6 + V 2x8 + V 2x6 + )T 2x8 + )T 2x12 + V TWO TWO TWO V TJO RIM BOARD OR STRAP PER CODE IF TOP PLATE (DETAIL H2) SHEATHING SHEATHING SHEATHING SHEATHING SHEATHING 2x6 2x8 202 seat &signature 1Y47 TIMBERSTRAND LSL OR IS NOT CONTINUOUS OVER 10D (0.14TxY), 12D (O.14ErxV1;) 47(3) 47(3) 6" 47 47 BLOCKING FOR LATERAL HEADER ____r Er e N) 1 167(4) 167(4) 8" Er CANTILEVER 2x6 2x6 2x6 + V 2x1O + V 2x6 + V 2x1O + NOT SUPPORT 16D (0.16:tx3Y;) 61 FILLER 4'-Cr 6'-Cr SHEATHING SHEATHING SHEATHING SHEATHING APPLICABLE NOT APPLICABLE (1) STAGGER NAILS WHEN USING 47 ON-CENTER SPACING AND MAINTAIN 1�6' JOIST AND PANEL EDGE DISTANCE. ONE ROW OF FASTENERS IS PERMITTED (TWO AT (DETAIL E4) LONG LONG 4'-0" LONG16'-Cr LONG 4'-0" LONG16'-O" LONGI r ABUTTING PANEL EDGES) FOR DIAPHRAGMS. FASTENER SPACING FOR TJI JOISTS IN DIAPHRAGM APPLICATIONS CANNOT BE LESS THAN SHOWN IN TABLE. WHEN FASTENER SPACING FOR BLOCKING IS I ESS THAN SPACING SHOWN ABOVE, RECTANGULAR BLOCKING MUST BE USED IN LIEU OF TJI JOISTS. BACKER BLOCK STRAP PER CODE IF TOP (DERIL F1 V OR -Y; Y� OR 39 3ir OR 1" NET 2x6 2x8 2x12 �'Z PLATE IS NOT CONTINUOUS (2) FOR NON-DIAPHRAGM APPLICATIONS, MULTIPLE ROWS OF FASTENERS ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST 1-AND STAGGERED. OR H2) OVER COLUMN (3) WITH 10D (0.148- X 11-� NAILS, SPACING CAN BE REDUCED TO 3' ON-CENTER FOR LIGHT GAUGE STEEL STRAPS. L MORE THAN 1V (TO AVOID SPLITTING). (1) IF NECESSARY, INC TOP MOUNT (4) CAN BE REDUCED TO 4 ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO REASE FILLER AND BACKER BLOCK HEIGHT FOR FACE MOUNT HANGERS AND MAINTAIN V GAP AT TOP OF HANGER (5) CAN BE REDUCED TO T ON-CENTER IF NAJL PENETRATION INTO THE NARROW EDGE IS NO MORE THAN 1V (TO AVOID SPLITTING). JOIST; SEE DETAIL W. FILLER AND BACKER BLOCK DIMENSIONS SHOULD ACCOMODATE REQUIRED NAILING WITHOUT SPLITTING (1t PROTECT UNTREATED RECOMMENDED NAILING IS 1Z ON-CENTER IN FIELD AND 6" ON-CENTER ALONG PANEL EDGE. FASTENING REQUIREMENTS ON ENGINEERED DRAWINGS SUPERSEDE MINIMUM FOR BACKER BLOCKS AND 247 MINIMUM FOR FILLER BLOCKS). C,P-1 PS COLUMN FACE MOUNT RECOMMENDATIONS LISTED ABOVE. WOOD FROM DIRECT HANGER CONTACT WITH CONCRETE FOR RECOMMENDED NAILING AND ADHESIVES, SEE INSTALLATION RECOMMENDATIONS ON PAGE 2 OF THE WEYERHAEUSER INSTALLATION GUIDE FOR FLOOR AND ROOF FRAMING, TJ-9001. SEE CURRENT WEYERHAEUSER LITERATURE FOR m NAILING ROWS MUST BE OFFSET AT LEAST)� AND STAGGERED. key plan FRAMING CONNECTORS m 14 GA. STAPLES MAY BE SUBSTITUTED FOR 8D (0.115" X 2y�) NAILS IF MINIMUM PENETRATION OF 1" INTO THE TJI JOIST OR RIM BOARD IS ACHIEVED. w MAXIMUM NAIL SPACING FOR TJI JOISTS IS 18" ON-CENTER. JOISTS MUST BE LATERALLY SUPPORTED AT CANTILEVER AND END BEARINGS BY BLOCKING MULTIPLE-MEMBER CONNECTIONS FOR TOP-LOADED BEAMS PANELS, HANGERS, OR DIRECT ATTACHMENT TO A RIM TJIe JOIST FRAMING DOES BOARD OR RIM JOIST FAS7ENER INSTALLATION REQUIREMENTS NOT REQUIRE BRIDGING El PIECE # OF FASTENER WIDTH PLIES TYPE (1) MIN. LENGTH # ROWS O.C. SPACING LOCATION WHEN FASTENERS ARE REQUIRED ON BOTH SIDES, OR MID-SPAN BLOCKING STAGGER FASTENERS ON THE SECOND SIDE SO BEARING AT COLUMN 10D NAILS 3(2) THEY FALL HALFWAY BETWEEN FASTENERS ON THE 2 12D-16D NAILS 3 Y47 2(2) 12" ONE SIDE FIRST SIDE. SCREWS 3V OR VT 2 24! H2 DO NOT BEVEL CUT JOIST Al 1 OD NAILS 3(2) BOTH SIDES BEYOND INSIDE FACE OF WALL RIM BOARD JOINT client 12D-16D NAILS 3 y 2(2) 12" BETWEEN JOISTS DO NOT OVERHANG SEAT CUTS ON Dana Ben Ari&Nikola Duravcevic 3 E2 BEAMS BEYOND THE INSIDE FACE OF 282 Washington Avenue 1-y4" SCREWS 3)C OR IV: BOTH SIDES LOAD MUST BE APPLIED EVENLY ACROSS EN11RE SUPPORT MEMBER. Brooklyn 2 24� 5. ONE SIDE BEAM WIDTH. OTHERWISE, USE CONNECTIONS FOR NY 11205 SIDE-LOADED BEAMS. VERIFY COLUMN CAPACITY 10D NAILS (3) 51 3(2) ONE SIDE a rcFite�t_s - - - - - - - - - AND BEAM BEARING 127 (PER PLY) LENGTH. SEE CURRENT 12D-16D NAILS (3) 3 Y; 2(2) Shenton Architects LLP WEYERHAEUSER LITERATURE. 4 5" OR Er BOTH SIDES 195 Plymouth Street SCREWS 2 24 MULTIPLE PIECES CAN BE NAILED OR BOLTED TOGETHER TO Brooklyn 6 Y47 ONE SIDE FORM A HEADER OR BEAM OF THE REQUIRED SIZE, UP TO A TJI6RIM JOIST NY 11201 MAXIMUM WIDTH OF 7" 1V TJO RIM BOARD OR 1Y; SCREWS 5! OR 67 2 247 BOTH SIDES , 8 L3 TIMBERSTRANDO LSL SO- IL 3y; 2 ONE SIDE A2 68 Jay Street,#501 61 2 Brooklyn BOLTS 1 1 24 7-- Ll NY 11201 �1� 10D NAILS ARE 0.128" DIAMETER,�3�12D-16D NAILS ARE 48" - 0.16Z DIAMETER; SCREWS ARE SDS, SDW, WS, OR TRUSS-LOK-EWP . B1 - - - - -- - - - - - - - 0.1 F 14 OR GREATER. H1 structural engineer COLUMN DETAILS 2 AN ADDITIONAL ROW OF NAILS IS REQUIRED WITH DEPTHS 0 BY Z FROM THE ROWS IN THE PLY BELOW. 3 WHEN CONNECTING 4-PLY MEMBERS, NAIL EACH PLY TO THE OTHER AND OFFSET NAIL ROWS Silman B2 32 Old Slip, 10th Floor BEAM ON COLUMN New York CAP NAILING AT BEARING (FLOOR) NY 10005 TJIe JOIST TO BEARING PLATE SQUASH BLOCKS TO TJI " JOIST (LOAD nrep engineer 1V TJO RIM BOARD OR BEARING WALL ABOVE) JOIST MAY BE SHIFTED UP TO 3" IF USE B1 OR B2 AT 2LS Consulting Engineers 1Y4" TIMBERSTRANDO LSL 150 West 30th Street ONE 10D (0.12Er X S) FLOOR PANEL EDGE IS SUPPORTED AND B4 INTERMEDIATE New York ONE 8D (0.115' x 2V) NAIL INTO EACH FLANGE SPAN RATING IS NOT EXCEEDED. DO NOT BEARINGS WITH LOAD NY 10001 NAIL EACH SIDE. DRIVE CUT JOIST FLANGES BEARING OR 7 NAILS AT AN ANGLE AT - - - - - - - - - - - - LEAST 1)T FROM END PLUMBING DROP BRACED/SHEAR WALL. I civil engineer END OF JOISTS FROM AB.OVE DB Bennett r-_ - n 20 Inkberry Street 11L AT CENTERLINE �_I Z�T MINIMUM OFSUPPORT East Hampton COLUMN BASE INTERMEDIATE BEARING ALSO SEE DETAIL 82 L 1 N47 MINIMUM END BEARING 5Y47 MAY BE REQUIRED - - - - - - - - - - - - SINGLE-FAMILY APPLICATIONS FOR MAXIMUM CAPACITY H1 surveyor SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO Nathan Corwin Land Surveyor 1586 Main Rd. FLOOR PANEL NAILING SCHEDULE El Jamesport RIM TO TJIOJOIST NY 11947 1)9 TJO RIM BOARD, TJIO 560 RIM JOIST: TOE NAIL ADDITIONAL JOIST IS REQUIRED IF FLOOR project title 1Y47 TIMBERSTRAND LSL OR TJI 110 WITH 10D (0.128" X 5") NAILS, < PANEL EDGE IS UNSUPPORTED OR IF SPAN RlMeJOIST: ONE EACH SIDE OF TJIOJOIST RATING IS EXCEEDED 4A EXTERIOR DECK ONE 10D (0.131" x 5 ) NAIL INTO FLANGE 0 ATTACHMENT DO NOT USE SAWN LUMBER East Marion House EACH FLANGE TJP 560 0 FOR RIM BOARD OR Rocky Point Road, East Marion, NY FLOOR JOIST STRUCTURAL BLOCKING, AS IT MAY SHRINK AFrER TJIe21O, 230, AND 360 RIM JOIST: INSTALLATION TIPS 0 SHEATHING INSTALLATION. USE ONLY drawing title ELEVATED COLUMN ONE 16D (0.135" x 3)�) NAIL INTO 0 ENGINEERED LUMBER. BASE EACH FLANGE *SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE, BUT MAY 0 1 N47 MINIMUM BEARING TOP MEW NOT BE REQUIRED. TYPICAL DETAILS VI LOCATE RIM 130ARD JOINT BETWEEN JOISTS. *SQUASH BLOCKS AND BLOCKING PANELS CARRY STACKED VERTICAL 0 SAFETY BRACING (1x4 LOADS (DETAILS B1 AND 92). PACKING OUT THE WEB OF A TJI PROTECT UNTREATED WOOD 0 MINIMUM) AT 8' ON-CENTER (6- ON-CENTER FOR JOIST (WITH WEB STIFFENERS) IS NOT A SUBSTITUTE FOR SQUASH FROM DIRECT CONTACT WITH SEE ALLOWABLE HOLES TJIe 110 JOISTS) AND BEAM ATTACHMENT AT BEARING EXTENDED TO A BRACED END WALL. 0; BLOCKS OR BLOCKING PANELS. CONCRETE 1)T KNOCKOUTS AT H3 FASTEN AT EACH JOIST WITH status Permit project no. 1410 1V TJe RIM BOARD OR 1Y� *WHEN JOISTS ARE DOUBLED AT NON-LOAD BEARING PARALLEL APPROXIMATELY ff TWO 8D (0.113" x 2V) NAILS MINIMUM - - - - - - - - - - - - -HE WIDTH OF THE WALL FOR ON-CENTER (SEE WARNING) TIMBERSTRANDO LSL PARTITIONS, SPACE JOISTS APART 1 scale AS NOTED drawn by PLUMBING OR HVAC. *ADDITIONAL JOIST AT PLUMBING DROP (SEE DETAIL). date 02.05.2016 page 11 of 14 BEARING PLATE TO BE FLUSH OPTIONAL WITH INSIDE FACE OF WALL drawing no. NON-SHRINK SEE FRAMING PLAN (IF APPLICABLE) OR OR BEAM GROUT DRIVE NAILS AT AN WEYERHAEUSER INSTALLATION GUIDE FOR FLOOR 7M ONE 10D (0.12ff X 5') NAIL EACH SIDE ANGLE TO MINIMIZE OF MEMBER AT BEARING, SPLITTING OF PLATE AND ROOF FRAMING, TJ-9000. FOR MINIMUM END -206 1)T MINIMUM MOM END AND INTERMEDIATE BEARING LENGTHS JL aeuser S ENGINEERE WOOD PRODUCTS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SILMAN#15989 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — All dimensions to be checked on site.Do not scale. LSL RIM JOISTS (DEPTH TO MATCH ADJACENT FLOOR JOISTS (TYP.) LSL RIM JOISTS (DEPTH LSL RIM JOISTS (DEPTH FLOOR JOISTS (SEE PLAN) TO MATCH ADJACENT TO MATCH ADJACENT FLOOR JOISTS (TYP.) FLOOR JOISTS (TYP.) CONCRETE FLOOR AT 3A, SEE 2/S-300 FLOOR JOISTS (SEE PLAN) FLOOR JOISTS (SEE PLAN) 3 PP Y4 PLYWOOD SUBFLOOR Y4" PLYWOOD SUBIFLOOR SCREWED AND GLUED TO 3 IP PLYWOOD SUBFLOOR SCREWED AND GLUED TO 6x6 WELDED #4@48-O.C. JOISTS (TYP) #4@48"O.C. SCREWED AND GLUED TO 6x6 WELDED #4@48"O.C. JOISTS (TYP) WIRE MESH JOISTS (TYP) WIRE MESH 1 ST FLOOR 1 ST FLOOR 1 ST FLOOR 77 X EL. 09-099 EL. 0'-0" #5 CONTINUOUS L #5 CONTINUOUS 4 #5@24"O.C. #5@24"O.C. 2" FROM OUTSIDE M ri 2" FROM OUTSIDE OF CONCRETE .d 4'- 1x SILL PLATE 1x SILL PLATE OF CONCRETE 1x SILL PLATE CONTINUOUS 2x4 SHEAR KEY A CONTINUOUS 2x4 SHEAR KEY CONTINUOUS 2x4 SHEAR KEY 0 40 (TYPICAL) 0. 0 (TYPICAL) 0 40 (TYPICAL) 2" RAT SLAB OVER 6" CRUSHED 2" RAT SLAB OVER 6" CRUSHED 2" RAT SLAB OVER 6" CRUSHED STONE, SEE TYPICAL DETAIL, S-201 STONE, SEE TYPICAL DETAIL, S-201 STONE, SEE TYPICAL DETAIL, S-201 FOR BALANCE OF SLAB GRADE FOR BALANCE OF SLAB GRADE FOR BALANCE OF SLAB GRADE 41 (2)#5 CONTINUOUS REQUIREMENTS AND ARCH'L. DRAWINGS REQUIREMENTS AND ARCH'L. DRAWINGS (2)#5 CONTINUOUS REQUIREMENTS AND ARCH'L. DRAWINGS FOR WATERPROOFING AND VAPOR FOR WATERPROOFING AND VAPOR FOR WATERPROOFING AND VAPOR A BARRIER INFORMATION BARRIER INFORMATION BARRIER INFORMATION T.O. CONC. CRAWL SPACE T.O. CONC. CRAWL SPACE T.O. CONC. CRAWL SPACE EL EL. 3*0 —5'-3" DOWELS TO MATCH VERTICAL DOWELS TO MATCH VERTICAL CAL DOWELS TO MATCH VERTICAL REINFORCING BARS (TYP.) 0-4 REINFORCING BARS (TYP.) REINFORCING BARS (TYP.) A L--r- L />" -4- -4- 0� T U: :4 :4 B.O. FOOTING 4 - B.O. FOOTING B.O. FOOTING z"I '11/Z'11/Z IX IX 'N EL. SEE PLAN EL. SEE PLAN /I EL. SEE PLAN REINFORCED CONCRETE WALL 3" CLR. REINFORCED CONCRETE WALL 3" CLR. REINFORCED CONCRETE WALL 3" CLR. FOOTING (SEE PLAN) FOOTING (SEE PLAN) FOOTING (SEE PLAN) 3—#5 CONTINUOUS (TYP.) 3—#5 CONTINUOUS (TYP.) 3—#5 CONTINUOUS (TYP.) SECTION SECTION (`--3�3A SECTION SCALE: 3/4"=l'—O" SCALE: 3/4"=V-0" SCALE: 3/4"=l'—O" revisions — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LSL RIM JOISTS (DEPTH I — — — — — — TO MATCH ADJACENT I FLOOR JOISTS (TYP.) I seat&signature 4 ' OF N!C— FLOOR JOISTS (SEE PLAN) .'A 0- CONCRETE FLOOR AT 3A, SEE 2/S-300 PROVIDE SIMPSON FLAT ez't C) PAF's THROUGTH PLYWOOD STRAPSACROSS TOPAND D A 3/4" PLYWOOD SUBFLOOR 6x6 WELDED #4@48"O.C. INTO TOP FLANGE OF STEEL BOTTOM OF JOISTS, BLOCKING SCREWED AND GLUED TO -T WIRE MESH BEAM (2 @ 12"O/C, TYP.) & STEEL FOR THREE JOIST JOISTS (TYP) BAYS ALIGNED WITH EACH WT. I 1ST FLOOR I key plan .1 -x EL. 0'-0" #5 @ 12' O/C REINFORCING BARS #5 CONTINUOUS qA. 'A 4 It A A #5@24"O.C. 2" FROM OUTSIDE r I r 1 r 1 OF CONCRETE P(D CONCRETE BEAM INTEGRAL 1x SILL PLATE WITH SLAB (SEE PLAN) client CONTINUOUS L6x6x3/8 WITH A CONCRETE SLAB 3/8" STIFFENERS AT EACH WT Dana Ben Ari& Nikola Duravcevic (SEE PLAN) 282 Washington Avenue Brooklyn WT8x28.5 AT 3'-0" O/C NY 11205 (2)#5 CONTINUOUS SOLID BLOCKING BETWEEN STEEL — — — — — — — — — — — — -a'4 ND THREE ADJACENT JOIST BAYS architects A STIFFENER PLATES ALIGNED Shenton Architects LLP @ 3'-0" 0 C TO MATCH WT WITH WT'S AT 3'-0" O/C, SOLID LOCATIONS 195 Plymouth Street BLOCKING BOLTED TO STEEL BEAM Brooklyn BETWEEN NY 11201 SO- IL 4. 68 Jay Street,#501 Brooklyn EXTENT OF HOUSE NY 11201 FOUNDATION WALL BEYOND I str6cturat engi—neer— — — — — — — Silman CONTINUOUS 2x4 SHEAR KEY I (TYPICAL) 32 Old Slip, 10th Floor New York NY 10005 4 4 A — — — — — — — — — — — — CONTINUOUS 2x4 SHEAR KEY mep engineer (TYPICAL) 21-S Consulting Engineers 150 West 30th Street 4 5" SLAB ON GRADE OVER 2: INSULATION 5" SLAB ON GRADE OVER 2: INSULATION New York AND 6" CRUSHED STONE, SEE TYPICAL DETAIL, S-201 FOR BALANCE OF SLAB GRADE BEAM AND 6" CRUSHED STONE, SEE TYPICAL NY 10001 DETAIL, S-201 FOR BALANCE OF SLAB GRADE REQUIREMENTS AND ARCH'L. — — — — — — — — — — — — DRAWINGS FOR WATERPROOFING AND VAPOR (SEE PLAN) GRADE REQUIREMENTS AND ARCH'L. civil engineer d. BARRIER INFORMATION DRAWINGS FOR WATERPROOFING AND VAPOR DB Bennett BARRIER INFORMATION 20 Irkberry Street East Hampton NY 11937 T.O. CONC. AT BASEMENT — — — — — — — — — — — — 4' ' — — - —- — - —- —- —-—- —- — - —- — - — —- — -— -— - — -— - — -— -— - — -— - —-— - — -— - — -— - — -— T.O. CONC. AT BASEMENT surveyor EL. —10'-10" -q * - - - - .7 4 4' EL. —10P-10" Nathan Corwin Land Surveyor g A 1586 Main Rd. Jamesport NY 11947 4 L N� SPREAD FOOTING BEYOND .44 projec i e (INTERGRAL WITH WALL FOOTING) N 'r77 East Marion House U B.O. FOOTING 4. Rocky Point Road, East Marion, NY EL. SEE PLAN REINFORCED CONCRETE WALL WALL FOOTING BEYOND drawing title 3" CLR. FOOTING (SEE PLAN) B.O. FOOTING EL.-12'-11" — ————————— SPREAD FOOTING BEYOND I FOUNDATION SECTIONS I 3—#5 CONTINUOUS (TYP.) (INTERGRAL WITH WALL FOOTING) I B.O. FOOTING EL.-13'-11" I I status Permit project no. 1410 — — — — — — — — — — — — scale drawn by SECTION 5 SECTION I ��300) SCALE: 3/4"=V-0" SCALE: 3/4"=l'—O' date— — — — — - -age— — 02.05.2016 12 of 14 drawing no. 41 S-300 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SILMAN#15989 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 71t dime—nsion—s to be checked on—site.Do not scale #4@16" O/C BOTTOM BARS 1 Y4 WIDE x 1 Y2 RECESS FOR GRATING EACH WAY (TYP.) #4@16" O/C BOTTOM BARS 8" DEPRESSION IN SLAB EACH WAY (TYP.) "4 9 0' d 00 -Co lot: 41 A A A - . 4 > > X>x > C.0 re X > X x > > X > =,A > > x X>x > > > )< x x > X x > X x > > >< x X>x A ANCHORED INTO CMU WALL WTIH 'x > )< >1 DOUBLE LEDGER EPDXY > > >< SINGLE LEDGER EPDXY x Y4" THREADED RODS IN HILTI > >< x ANCHORED INTO CMU WALL > x HY70 ADHEVISE @ 16" O/C > >< x STAGGERED. ATTACH JOISTS TO P x LEDGER VIA TOP MOUNATED > >< x HANGERS (TYP.) x > X x > x > x #4@32- O/C AND AT ALL >< #4@32- O/C AND AT ALL ><:x x x > LL CORNERS & INTERSECTIONS X > CORNERS & INTERSECTIONS >< x X'X X (TYP-) > >< x > x (TYP.) > X x >>x X x X'X P1 > A>I X'X > >> x x > 4 . A. -:4 .4 Iq ;1, .*- . 4 .. 4 IA A_ A -4 DOWELS TO MATCH IA., VERTICAL BARS (TYP.) DOWELS TO MATCH VERTICAL BARS (TYP.) SEE FOOTIN SEE FOOTING SCHEDULE G SCHEDULE FOR REINFORCING 7'—O'p FOR REINFORCING SECTION SECTION SCALE: 3/4"=l'—O" SCALE: 3/4"=l'—O" revisions — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — sea[&signature Z5 9'es 6 'S key plan client Dana Ben Ad&Nikola Duravcevic 282 Washington Avenue Brooklyn NY 11205 arcFitec—ts — — — — — — — — — Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO- IL 68 Jay Street,#501 Brooklyn NY 11201 u-1 - -- — — — — — — — struct ra engineer Silman 32 Old Slip, 1 Oth Floor New York NY 10005 — — — — — — — — — — — — mep engineer 2LS Consulting Engineers 150 West 30th Street New York NY 10001 civiFengine—er — — — — — — — — DB Bennett 20 Inkberry Street East Hampton NY 11937 — — — — — — — — — — — — surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title FOUNDATION SECTIONS 11 status Permit project no. 1410 — — — — — — — — — — — — scale drawn by — — — — — — — — — — — — date 02.05.2016 page 13 of 14 drawing no. S-301 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I SILMAN #15989 All dimensions to be checked on site.Do not scale. PLATE WASHER AT BOTTOM OF COUNTER—BORED HOLE WITH DOUBLE NUT. FILL WITH EPDXY AFTER Y2"O THRU—BOLT IN OVERSIZED HOLE FILLED WITH EPDXY SOLID HARDWOOD SHIM PLATE WASHER AT L J BOTTOM OF COUNTER—BORED HOLE PLATE WASHER WITH DOUBLE NUT. FILL WITH EPDXY AFTER Y2"O THRU—BOLT IN SIMILAR DETAIL AT EXTERIOR PURLIN OVERSIZED HOLE WITH UNDERSIDE OF PURLIN FILLED WITH EPDXY COUNTER—BORED AND PLUGGED TO -g:r -[Fr HIDE CONNECTION. PURLIN MAY GET SLIGHTLY DEEPER AND WIDER TO ACCOMMODATE Y8" PLATE MORTISED INTO I UNDERSIDE OF GLULAM I ROUND HSS STEEL I COLUMN, SEE PLAN I FOR SIZE I I I I I TYPICAL CONNECTION OF WOOD RAFTER PROPSED COLUMNTO TO KNEE WALL GLULAMS CONNECTION SCALE: 1"=l'—O" SCALE: NTS revisions — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — seat&signature own --.I key plan client Dana Ben Ari&Nikola Duravcevic 282 Washington Avenue Brooklyn NY 11205 arc7itec—ts — — — — — — — — — Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO-IL 68 Jay Street,#501 Brooklyn NY 11201 — — — — — — — — — — — — structural engineer Silman 32 Old Slip, 10th Floor New York NY 10005 mep engineer 2LS Consulting Engineers 150 West 30th Street New York NY 10001 civiT-engine—er — — — — — — — — DB Bennett 20 Inkberry Street East Hampton NY 11937 — — — — — — — — — — — — surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title SUPERSTRUCTURE SECTIONS I status Permit project no. 1410 — — — — — — — — — — — — scale AS NOTED drawn by 1te T — — — — - -a—,e— — — — 02.05.2016 14 of 14 drawing no. S-400 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I SILMAN#15989 411 dimensions to be checked :)n site. Do not scale. ABBREVIATIONS NOTE: NOT ALL SYMBOLS AND ABBREVIATIONS MAY BE USED. AC AIR CONDITIONING UNIT ACC AIR COOLED CONDENSER DB DRY BULB ID INSIDE DIAMETER SEC SECOND ACU AIR COOLED CONDENSING UNIT DDC DIRECT DIGITAL CONTROL IN INCHES SENS SENSIBLE AD ACCESS DOOR DIA DIAMETER INIT INITIAL SF SUPPLY FAN AFF ABOVE FINISHED FLOOR DISCH DISCHARGE KW KILOWATT SP STATIC PRESSURE IN WG AHU AIR HANDLING UNIT DN DOWN LAT LEAVING AIR TEMPERATURE SR/SG SUPPLY REGISTER/GRILLE AL ACOUSTICAL LINING DWG DRAWING LB POUND SRV SAFETY RELIEF VALVE AMB AMBIENT EA EXHAUST AIR OR EACH LD LINEAR DIFFUSER SUP SUPPLY AMS AIR FLOW MEASURING STATION EAT ENTERING AIR TEMPERATURE LDB LEAVING DRY BULB TEMPERATURE TRG TRANSFER GRILLE AP ACCESS PANEL EDB ENTERING DRY BULB TEMPERATURE LF LINEAR FOOT TOD TOP OF DUCT APID AIR PRESSURE DROP EF EXHAUSTFAN LG LINEAR GRILLE TOP TOP OF PIPE ARCH ARCHITECTURAL EFF EFFICIENCY LOC LOCATION TOT TOTAL ATC AUTOMATIC TEMPERATURE CONTROL ELEC ELECTRIC LVG LEAVING TSP TOTAL STATIC PRESSURE AVG AVERAGE ELEV ELEVATION LWB LEAVING WET BULB TEMPERATURE TYP TYPICAL B OR BLR BOILER ENT ENTERING LVVT LEAVING WATER TEMPERATURE UH UNIT HEATER BAS BUILDING AUTOMATION SYSTEM ER/EG EXHAUST REGISTER/GRILLE MAX MAXIMUM VD MANUAL VOLUME DAMPER BDD BACKDRAFT DAMPER ESP EXTERNAL STATIC PRESSURE MBH 1000 BTU PER HOUR VEL VELOCITY BFS BOILER FEED SYSTEM ET EXPANSION TANK MECH MECHANICAL VFD VARIABLE FREQUENCY DRIVE EWB ENTERING WET BULB TEMPERATURE MER MECHANICAL EQUIPMENT ROOM W/ WITH BHP BRAKE HORSEPOWER OR BOILER HORSEPOWER EVVT ENTERING WATER TEMPERATURE MFR MANUFACTURER W/o WITHOUT BI BACKWARD INCLINED EXH EXHAUST MIN MINIMUM OR MINUTE WB WET BULB BLDG BUILDING EXIST EXISTING NC NORMALLY CLOSED BOD BOTTOM OF DUCT WCU WATER COOLED CONDENSING UNIT BOP BOTTOM OF PIPE EXT EXTERNAL NIC NOT IN CONTRACT WG WATER GAUGE BOT BOTTOM FA FACE AREA OR FREE AREA NO NORMALLY OPEN OR NUMBER WIVIS WIRE MESH SCREEN BTU BRITISH THERMAL UNIT FC FLEXIBLE CONNECTION NTS NOT TO SCALE WPD WATER PRESSURE DROP BTUH BTU PER HOUR ' FD FIRE DAMPER OR FLOOR DRAIN OA OUTSIDE AIR CRAC COMPUTER ROOM AIR CONDITIONING UNIT FLEX FLEXIBLE OAI OUTSIDE AIR INTAKE cc COOLING COIL FLR FLOOR OBD OPPOSED BLADE DAMPER CID CEILING DIFFUSER FLTR FILTER OED OPEN ENDED DUCT FM FLOW METERING DEVICE P PUMP CFH CUBIC FEET PER HOUR FPM FEET PER MINUTE PD PRESSURE DROP CFM CUBIC FEET PER MINUTE FPS FEET PER SECOND POS POSITION -evisions CLG COOLING FTR FINNED TUBE RADIATION PR WATER PRESSURE REDUCING VALVE CMPR COMPRESSOR GPH GALLONS PER HOUR PRESS PRESSURE CO CLEAN OUT GPM GALLONS PER MINUTE QTY QUANTITY COL COLUMN GR GRILLE RA RETURN OR RELIEF AIR CONC CONCRETE GRV GRAVITY ROOF VENT RCP RADIANT CEILING PANEL COND CONDUIT H HUMIDIFIER RET RETURN eal & signait— CONN CONNECTION HC HEATING COIL REV REVISION L A"Tr CONT CONTINUATION HP HORSEPOWER RF RETURN FAN CP CONDENSATE PUMP HTG HEATING RH RELIEF HOOD OR RELATIVE HUMIDITY CU CONDENSING UNIT RHC REHEAT COIL Au CUH CABINET UNIT HEATER RM ROOM CV AUTOMATIC CONTROL VALVE RPM REVOLUTIONS PER MINUTE RR/RG RETURN REGISTER/GRILLE <ey plan RV RELIEF VALVE SA SUPPLY AIR OR SOUND ATTENUATOR T DRAWING LIST GENERAL NOTES DRAWING DRAWING NAME :�lient Dana Ben Ari & Nikola Duravcevic 1. ACCESSORIES & DEVICES: FLOW DIAGRAMS, EQUIPMENT COMPONENT DIAGRAMS & FLOOR PLANS DO NOT SHOW ALL ACCESSORIES AND 282 Washington Avenue M101.00 MECHANICAL NOTES, ABBREVIATIONS AND DRAWING LIST 1 OF 15 DEVICES AT EQUIPMENT. PROVIDE AS SPECIFIED AND AS SHOWN ON DETAIL DRAWINGS. Brooklyn 14Y 11205 M102.00 MECHANICAL SYMBOLS 2 OF 15 2. CEILING PLANS: REFER TO ARCHITECTURAL CEILING PLANS FOR EXACT LOCATIONS OF ALL THE DIFFUSERS, REGISTERS, AND GRILLES. rchitects; Shenton Architects LLP M201.00 MECHANICAL SPECIFICATION 1 OF 2 3 OF 15 COORDINATE ALL DIFFUSER FRAMES WITH CEILING TYPE IN WHICH THEY ARE TO BE INSTALLED. 195 Plymouth Street Brooklyn �Y 11201 M202.00 MECHANICAL SPECIFICATION 2 OF 2 4 OF 15 3. CEILING SPACES: CEILING SPACE FOR THE INSTALLATION OF EQUIPMENT, DUCTS AND PIPING IS LIMITED. CABLE TRAYS, SPRINKLER MAINS SO- IL AND DRAINAGE PIPING ARE PRESENT. CLOSELY COORDINATE THE INSTALLATION OF MECHANICAL SYSTEMS WITH THE ELECTRICAL AND 38 Jay Street, #501 M300.00 MECHANICAL DUCTWORK BASEMENT FLOOR PLAN 5 OF 15 Brooklyn PLUMBING WORK. MAKE FULL USE OF ANY ADDITIONAL SPACE BETWEEN BEAMS FOR RISES, DROPS AND CROSSOVERS. Y 11201 M301.00 MECHANICAL DUCTWORK 1ST FLOOR PLAN 6 OF 15 structural engineer 4. HYDRONIC SUPPLY AND RETURN PIPE RUNOUTS: BRANCH PIPING TO TERMINAL HEATING AND REHEAT COILS SHALL BE 3/4" UNLESS Silman Associates 2 Old Slip, 10th Floor M302.00 MECHANICAL DUCTWORK 2ND FLOOR PLAN 7 OF 15 OTHERWISE NOTED. 14ew York 14Y 10005 M350.00 MECHANICAL PIPING BASEMENT FLOOR PLAN 8 OF 15 5. LIFE SAFETY: REFER TO ARCHITECTURAL DRAWINGS FOR FIRE AND/OR SMOKE-RATED WALUPARTITION/FLOOR/ROOF LOCATIONS AND mep engineer M351.00 MECHANICAL PIPING 1ST FLOOR PLAN 9 OF 15 RATINGS. 2LS Consulting Engineers 150 W. 30th Street New York, NY 1000 1 M352.00 MECHANICAL PIPING 2ND FLOOR PLAN 10 OF 15 6. MECHANICAL ROOMS: INSTALL ALL DUCTWORK, PIPING AND THEIR SUPPORTS AS HIGH AS POSSIBLE. PROVIDE A MINIMUM WALK-THROUGH M353.00 MECHANICAL PIPING ROOF FLOOR PLAN 11 OF 15 HEIGHT OF T-6" CLEAR ABOVE THE FLOOR. INSTALL SUSPENDED EQUIPMENT WITHIN A REASONABLY ACCESSIBLE HEIGHT (10'-0" MAX.) ABOVE THE FLOOR. �ivil engineer M401.00 MECHANICAL DETAILS SHEET 1 OF 2 12 OF 15 DB Bennett 7. OPENINGS: COORDINATE THE SIZE AND LOCATION OF ALL WALL, FLOOR AND ROOF OPENINGS REQUIRED WITH THE GENERAL CONTRACTOR. 20 Inkberry Street ast Hampton M402.00 MECHANICAL DETAILS SHEET 2 OF 2 13 OF 15 �4Y 11937 8. EXISTING SYSTEM SHUTDOWNS: CLOSELY COORDINATE SHUTDOWNS WITH THE OWNER AND OBTAIN WRITTEN PERMISSION NOT LESS THAN surveyor M501.00 MECHANICAL RISER DIAGRAMS 14 OF 15 TWO WEEKS AHEAD OF TIME. �Jathan Corwin Land Surveyor 586 Main Rd. amesport M601.00 MECHANICAL SCHEDULES 15 OF 15 9. REVIEW AND REFERENCE: REVIEW& REFER TO ALL MECHANICAL (HVAC), PLUMBING, ELECTRICAL, & STRUCTURAL DRAWINGS SHOWING Y 11947 ORIGINAL DESIGN AND/OR EXISTING CONDITIONS IN THE BUILDING BEFORE THE START OF ANY NEW WORK. roject title Hast Marion House 10. PROVIDE VOLUME DAMPERS IN BRANCH AND RUN OUT DUCTWORK FOR ALL AIR OUTLETS AND INLETS. WHERE DAMPERS ARE ABOVE Rocky Point Road, East Marion, NY LINE DESIGNATIONS NON-ACCESSIBLE CEILINGS OR ARE WITHIN NON-ACCESSIBLE CONSTRUCTION, CORD OPERATORS SHALL BE PROVIDED. drawing title MECHANICAL NOTES, EXISTING ABBREVATIONS NEW AND DRAWING LIST tatus project no. V a ' x x x A x x DEMOLISHED ERMIT E009-01-001 I - cale dra—wn by TS HIDDEN NTS x a at e page 2.0, CENTERLINE 2,05.2016 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCA11ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPUCABLE CODES. mmi 01 moo All dimensions to be checked :)n site. Do not scale. SYMBOLS CENTERLINE 3 WAY CONTROL VALVE MOTORIZED DAMPER W/ACCESS DOOR 0 DIAMETER MID OVAL I CALIBRATED BALANCING VALVE BACK FLOW PREVENTOR ASSEMBLY BOILER BLOWDOWN VALVE DUCT ACCESS DOOR FLEXIBLE PIPING CONNECTOR CHECK VALVE R FLOW CONTROL DEVICE D DRAIN VALVE W/ CAPPED HOSE END OR NIPPLE, DUCT RISE FLOW METER 3/4" UNLESS OTHERWISE SPECIFIED - D DUCTDROP PIPE ANCHOR LOCK SHIELD SHUTOFF VALVE IJ UNDERCUT DOOR 3 PIPE CAP, DUCT CAP, OR BLIND FLANGE L DOOR LOUVER PIPE GUIDE PRESSURE REDUCING OR REGULATING VALVE MOTORIZED DAMPER W/ACCESS DOOR 0_-I_ PIPE RISER UP AND DOWN OR ELBOW UP SAFETY RELIEF VALVE MOD G PIPE RISER OR ELBOW DOWN SHUTOFF VALVE BDD GRAVITY BACKDRAFT DAMPER W/ACCESS DOOR H HEAT ACTUATED SHUTOF VALVE DUCT-MOUNTED REHEAT COIL WITH ACCESS DOOR PRESSURE GAUGE (WATER) W/ AIR CONTROL DEVICE SNUBBER AND NEEDLE VALVE SOLENOID VALVE PROVIDE TRANSITIONS BETWEEN COMPONENTS STOP AND CHECK VALVE L Jj�� SEE SCHEDULES FOR COMPONENTS PRESSURE GAUGE (STEAM) W/ THROTTLING VALVE ACCESS SPACE SHOWN DOTTED-DO NOT BLOCK SIPHON AND NEEDLE VALVE W/ PIPING, CONDUITS, DUCTWORK, ETC. TRIPLE-DUTY VALVE (ACCESS SPACE IS FROM CEILING TO TOP OF CAPPED PRESSURE GAUGE TAP W/ L Jc[�J AIR CONTROL DEVICE-COORDINATE WITH ALL TRADES) P/T NEEDLE VALVE Y-TYPE STRAINER W/ CAPPED HOSE END OR NIPPLE rp Y-TYPE STRAINER W/ TAPPING SIZE PRESSURE/TEMPERATURE TEST PLUG SHUTOFF VALVE TO 1" W/ CAPPED HOSE END PUMP OR NIPPLE SPACE THERMOSTAT RETURN AIR REGISTER/GRILLE SPACE TEMPERATURE SENSOR STEAM TRAP ASSEMBLY WITHOUT BYPASS; SEE DETAIL EXHAUST AIR REGISTER/GRILLE DIFFERENTIAL PRESSURE TRANSMITTER - WATER STEAM TRAP ASSEMBLY WITH BYPASS; SEE DETAIL STEAM TRAP CEILING DIFFUSER-DIFFUSER NECK SIZE, AIR PRESSURE TRANSMITTER -evisions QUANTITY & DIRECTION OF BLOW AS NOTED POINT OF CONNECTION NEW-TO-EXISTING THERMOMETER 77 CONNECTION OF FLEXIBLE ROUND DUCT THERMOMETER WELL ONLY TO RECTANGULAR DUCT WITH VOLUME DAMPER EXTENT OF DEMOLITION-TO-EXISTING WORK TO REMAIN UNION OR PAIR OF FLANGES MANUAL VOLUME DAMPER Af seal & signature AUTOMATIC AIR VENT W/ SHUTOFF VALVE, FLEXIBLE DUCT CONNECTION OF NP- PIPE TO DRAIN C. LA SUPPLY AIR DUCT UP/DOWN 1/2" MANUAL AIR OR STEAM VENT W/ 0 rMn SHUTOFF VALVE AND CAP z (P Tf z z EXHAUST DUCT UP/DOWN THERMOSTATIC AIR VENT W/ SHUTOFF VALVE, RETURN DUCT UP/DOWN PIPE TO DRAIN z z <ey plan 2 WAY CONTROL VALVE SECTION LETTER DRAWING NUMBER WHERE SECTION IS DRAWN T :�lient Dana Ben Ari & Nikola Duravcevic 282 Washington Avenue Brooklyn NY 11205 Trc--hitecfs-- Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 O- lL 38 Jay Street, #501 Brooklyn NY 11201 tructural engineer Silman Associates 32 Old Slip, 10th Floor New York NY 10005 mep engineer 2LS Consulting Engineers 150 W. 30th Street New York, NY 10001 �ivil engineer DB Bennett 20 Inkberry Street :-'ast Hampton \lY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 :)roject title :-:ast Marion House Rocky Point Road, East Marion, NY drawing title MECHANICAL SYMBOLS Actus project no. DERMIT E009-01-001 ,cale drawn by NTS xx Vale pag—e 2.0 2,05.2016 2 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICA11ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE NTH APPLICABLE CODES. M = 1 02100 - - ­ - - � ­_ � - __ - - - -_ ,--.--- - I � I . I I U dimensions to be checked :)n site. Do not scale. . � I MECHANICAL SPECIFICATION HAVE A POSITIVE PRESSURE RATING OF 10 IN. W.G. 6. HANGER RODS SHALL BE OF THE FOLLOWING SIZE AND SPACING: 1. GENERAL G. PROVIDE MANUAL BALANCING DAMPERS AS REQUIRED TO PROPERLY BALANCE THE AIR DISTRIBUTION SYSTEM AS MAXIMUM 3. KITCHEN EXHAUST DUCTWORK SHALL BE INSULATED BY EITHER AS DESCRIBED BELOW: A. WORK SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE GOVERNMENTAL REGULATIONS AND SHALL BEAR SHOWN ON DRAWINGS AND AS LISTED BELOW. 7. PIPE SIZE HANGER ROD DIAMETER SPACING A) A MINIMUM INSULATION COVERING OF 2"ASBESTOS FREE CALCIUM SILICATE BLOCK(1200-F MAXIMUM APPROVAL CERTIFICATES AS APPLICABLE. 1. ALL SUPPLY AIR MAIN BRANCHES FROM TRUNK, EACH SPLIT, AND ALL SUB-BRANCHES FROM MAINS SHALL HAVE SERVICE),ATTACHED WITH 1" HIGH RIB COPPER STEEL LATH. FINISHED WITH TWO COATS OF CEMENT. B. WORK SHALL CONFORM TO THE STANDARD OF THE BUILDING AND BE APPROVED BY THE BUILDING'S BALANCING DAMPERS. INSURE THAT THE INSULATION EXTENDS THROUGH ALL WALL PENETRATIONS TO SEPARATE THE DUCTS REPRESENTATIVES BEFORE COMMENCING WORK. 2. EXHAUST AND RETURN MAIN BRANCHES FROM TRUNK, EACH SPLIT AND ALL SUB-BRANCHES FROM MAINS SHALL HAVE FROM THE BUILDING CONSTRUCTION. CALCIUM SILICATE TO BE MANUFACTURER BY OWENS-CORNING C. THE LATEST EDITION OF THE AIA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, OR AS REQUIRED BY BALANCING DAMPERS. 1" SMALLER 3/8" 6 FEET I FIBERGLASS CORP. OR APPROVED EQUAL. THE ARCHITECTURAL DOCUMENTS AND/OR THE STRUCTURAL ENGINEERS DOCUMENTS ARE PART OF THE CONTRACT. 3. IF DAMPER IS NOT ACCESSIBLE, OR IS LOCATED ABOVE A PLASTER OR DRYWALL CEILING, PROVIDE A REMOTE DAMPER B) A LIGHTWEIGHT DUCTWRAP, NON-ASBESTOS, HIGH TEMPERATURE, INORGANIC, CERAMIC FIBER BLANKET D. PRIOR TO SUBMISSION OF THE BID, THIS CONTRACTOR SHALL VISIT THE JOB SITE TO ASCERTAIN THE ACTUAL FIELD ACTUATOR AND DAMPER AS MANUFACTURED BY YOUNG REGULATOR MODEL 896-C WITH NO. 1200A RIGHT ANGLE WORK 1-1/4"TO 2" 1/2" 9FEET TOTALLY ENCAPSULATED IN FOIL/SCRIM HAVING A SERVICE TEMPERATURE RANGE UP TO 20007 AND AN MEA CONDITIONS AS THEY RELATE TO THE WORK INDICATED ON THE DRAWINGS AND DESCRIBED HEREIN. GEAR AND DAMPER MODEL 820 OR APPROVED EQUAL. NUMBER. INSULATION SHALL BE IN DIRECT CONTACT WITH THE DUCT IT ENCLOSES. PROTECT EVERY DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE ENGINEER S ATTENTION PRIOR TO SUBMISSION OF THE BID, H. SLOPE AND DRAIN ALL DUCTS EXPOSED TO MOISTURE, CONSTRUCT OF ALUMINUM AND DO NOT INTERNALLY LINE. 2-1/2" LARGER 1/2" 11 FEET PORTION OF THE DUCT WITH ONE (1) 1-1/2"THICK LAYER AS APPROVED FOR GREASE AND AIR DUCTS. AND IF NOT RESOLVED TO SATISFACTION, SHALL BE SUBMITTED AS A WRITTEN QUALIFICATION OF THE BID. 1. AUTOMATIC CONTROL DAMPERS: PROVIDE DAMPERS WITH PARALLEL BLADES FOR 2-POSITION OR MIXING CONTROL, OVERLAP BOTH PERIMETER AND LONGITUDINAL JOINTS WITH A MINIMUM OF 31, PER LAYER OF MATERIAL. SUBMISSION OF A BID SHALL BE EVIDENCE THAT SITE VERIFICATION HAS BEEN PERFORMED AS DESCRIBED ABOVE. OR OPPOSED BLADES FOR MODULATING CONTROL OF CONSTANT OR VARIABLE VOLUME SYSTEM. AUTOMATIC DUCTWRAP TO BE FIREMASTER FASTWRAP+(MEA#413-02-M)AS MANUFACTURED BY THERMAL CERAMICS OR E. THE CONTRACTOR SHALL REVIEWALL CONSTRUCTION DOCUMENTS ASSOCIATED WITH THIS PROJECT INCLUDING DAMPERS ARE TO BE VERY LOW LEAKING TYPE WITH A MAXIMUM LEAKAGE RATE OF 6 CFM PER SQUARE FOOT AT 41, G. UNIONS WITH REMOVABLE SECTIONS OF PIPING SHALL BE INSTALLED AT ALL EQUIPMENT TO PERMIT EASE OF FIRE BARRIER 15A(MEA# 147-01-M)AS MANUFACTURED BY 3M COMPANY OR APPROVED EQUAL. GENERAL CONSTRUCTION, DEMOLITION, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER W.G. DAMPER MATERIAL SHALL BE THE SAME AS DUCT. PROVIDE WEATHERPROOF COMPONENTS FOR DAMPERS IN A DISCONNECTION FOR EQUIPMENT SERVICE/REMOVALS WITHOUT DISMANTLING OF MAJOR PORTIONS OF CONNECTED H. PIPING INSULATION.- PLANS AND SPECIFICATIONS. ALL WORK REQUIRED IN THE BID WHICH IS INDICATED OR IMPLIED TO BE PERFORMED MOISTURE ENVIRONMENT. PIPING. 1. CONDENSATE DRAIN AND DOMESTIC WATER MAKE-UP PIPING SHALL BE INSULATED WITH 1"THICK MOLDED GLASS FIBER BY THIS TRADE IN OTHER SECTIONS OF THE WORK SHALL BE INCLUDED IN THEIR BID. IF A CONFLICT OCCURS IN THE J. LOUVERS SHALL BE AS SPECIFIED BY THE ARCHITECT AND COORDINATED TO MATCH THE BASE BUILDING EXTERIOR H. PROVIDE TEES IN PIPING SYSTEM FOR TESTING AND BALANCING, AND INSTALLATIONS OF FLOW OR FLOAT SWITCHES, WITH A MAXIMUM K FACTOR OF 0.24 AT 75 DECREE F MEAN TEMPERATURE AND FACTORY APPLIED VAPOR BARRIER BID SPECIFICATIONS AND/OR ON THE DRAWINGS, THE MORE STRINGENT SITUATION SHALL APPLY. SUBMIT THE SELECTED LOUVERS PRESSURE DROP AND WATER PENETRATION CHARACTERISTICS FOR REVIEW. GAUGED, THERMOMETERS AND OTHER BALANCING AND CONTROL DEVICES, COORDINATE WITH THE CONTROL JACKET. F. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN LOUVERS NOT SPECIFIED BY THE ARCHITECT AT A MINIMUM SHALL BE OUTDOOR LOUVERS AS MANUFACTURED BY CONTRACTOR AND BALANCER. 2. CONDENSER WATER PIPING SHALL BE INSULATED WITH 1"THICK MOLDED GLASS FIBER FOR PIPE SIZES UP TO 1-1/2" 1 CONTRACT. IT IS NOT INTENDED TO SPECIFY OR TO SHOW EVERY OFFSET, FITTING, OR COMPONENT. HOWEVER, ARROW LOUVER AND DAMPER CO. OR CONSTRUCTION SPECIALTIES. LOUVERS SHALL HAVE AN EXTRUDED ALUMINUM 1. PROVIDE AUTOMATIC PRESSURE RELIEF VALVES AND VACUUM BREAKERS TO PREVENT AGAINST PIPE RUPTURE OR INCHES IN DIAMETER AND 1-1/2"THICK FOR PIPE SIZES LARGER THAN 1-1/2" INCHES IN DIAMETER. INSULATION SHALL HAVE CONTRACT DOCUMENTS REQUIRE COMPONENTS AND MATERIALS WHETHER OR NOT INDICATED OR SPECIFIED AS STRUCTURE WITH AN ANODIZED ALUMINUM MILL FINISH OR FINISH AS SPECIFIED BY THE BUILDING MANAGEMENT. SYPHONING ACTIONS. EXTEND DRAINS FROM RELIEF VALVES TO SPILL OVER FLOOR DRAINS. A MAXIMUM K FACTOR OF 0.24 AT 75 DEGREE F MEAN TEMPERATURE AND FACTORY APPLIED VAPOR BARRIER JACKET. NECESSARY TO MAKE THE INSTALLATION COMPLETE AND OPERATIONAL. FINAL LOCATIONS OF DIFFUSERS, GRILLES, LOUVERS ARE ALSO TO BE PROVIDED WITH 1/2"WIRE MESH ALUMINUM BIRD SCREENS. ALL LOUVER SECTIONS NOT IN J. ALL PIPE SLEEVES SHALL BE SCHEDULE 40 GALVANIZED STEEL. ANNULUS BETWEEN PIPE OR PIPE INSULATION AND 3. HOT WATER PIPING UP TO 220 DEGREES F SHALL BE INSULATED WITH 1"THICK MOLDED GLASS FIBER FOR PIPE SIZES UP REGISTERS, THERMOSTATS, SENSORS, SWITCHES AND ANY WALL MOUNTED DEVICES SHALL BE AS PER THE USE SHALL BE BLANKED-OFF WITH AN INSULATED SHEET METAL PANEL. I SLEEVE SHALL BE CAULKED WITH A NON-COMBUSTIBLE MATERIAL TO WITHIN 1/4"OF WALL FACES AND FILLED WITH TO 1-1/2" INCHES IN DIAMETER AND 2"THICK FOR PIPE SIZES LARGER THAN 1-1/2" INCHES IN DIAMETER. INSULATION ARCHITECT. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT. K. KITCHEN EXHAUST: CAULKING COMPOUND FOR INTERIOR SLEEVES. EXTERIOR SLEEVES OR WATERPROOF SLEEVES SHALL UNITIZE LINK SHALL HAVE A MAXIMUM K FACTOR OF 0.24 AT 75 DEGREE F MEAN TEMPERATURE AND FACTORY APPLIED VAPOR BARRIER G. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL 1. ALL KITCHEN COOKING EQUIPMENT EXHAUST DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SEAL (LS)TYPE TO FILL THE ANNULUS. PROVIDE ESCUTCHEONS ON ALL EXPOSED PIPING THROUGH WALLS OR JACKET. ACCEPTANCE OF THIS WORK. FINAL ACCEPTANCE SHALL BE DEFINED AS THE TIME AT WHICH THE MECHANICAL FOLLOWING SCHEDULE: FLOORS HELD IN PLACE WITH SCREWS. 4. OUTDOOR PIPING: WORK IS TAKEN OVER AND ACCEPTED BY THE OWNER,AND IS UNDER CARE, CUSTODY, AND CONTROL OF THE K. PROVIDE SECURELY FASTENED LABELING OF ALL PIPING (BOTH EXPOSED AND CONCEALED) IN ACCORDANCE WITH OWNER. ENGAGE THE SERVICES OF VARIOUS MANUFACTURERS SUPPLYING THE EQUIPMENT FOR THE PROPER A) INTERIOR KITCHEN EXHAUST DUCTWORK: ANSI STANDARDS AND COLOR CODED AS PER BUILDING MANAGEMENT STANDARDS. LABELING SHOULD BE PROVIDED A) INSULATION ON OUTDOOR PIPING SHALL BE TWICE THE THICKNESS LISTED FOR INDOOR PIPE BUT MORE STARTUP AND OPERATION OF ALL SYSTEMS INSTALLED. 20 FEET ON CENTERS AND/OR AT LEAST ONCE IN EACH ENCLOSED SPACE OR ROOM WHERE THE WALLS EXTEND THAN 4". HEAT TRACE IF USED IN WINTER OR NOT DRAINED. H. DEVIATIONS FROM CONTRACT DOCUMENTS AND SUBSTITUTION OF MATERIALS OR EQUIPMENT FOR THOSE SPECIFIED GAUGE DUCTAREA ABOVE THE CEILING. B) PROVIDE JACKETS MADE OF 0.016"ALUMINUM HELD WITH A FRICTION TYPE, Z-LOCK AND ALUMINUM BANDS. SHALL BE REQUESTED INDIVIDUALLY IN WRITING. SUBMIT LETTER BEFORE TRANSMITTAL OF PRODUCT DATA TO THE NO. 16 UP TO 1.0 SQ. FT. L. PROVIDE VALVE TAGS AND CHARTS: PROVIDE A MOISTURE BARRIER LINING. PROJECT TEAM FOR THEIR REVIEWAND APPROVAL. DESCRIBE REASON FOR CHANGE, CONNECTIONS TO ADJACENT 1. EACH VALVE SHALL HAVE A 2 INCH DIAMETER BRASS TAG WITH 1 INCH HIGH NUMERAL STAMPED THEREON, SECURED TO MATERIALS, ELECTRICAL SERVICES, SERVICE ACCESS REQUIREMENTS, DIFFERENCES IN OPERATING NO. 14 UP TO 1.3 SQ. FT. THE VALVE BY MEANS OF BRASS S HOOK OR BRASS CHAIN. EACH SYSTEM TO HAVE A LETTER DESIGNATION INDICATING C) COORDINATE WITH ELECTRICAL CONTRACTOR FOR ALL HEAT TRACING REQUIREMENTS AND PIPING LENGTH CHARACTERISTICS OR CYCLES AND ALL OTHER POINTS OF DEVIATION. CONTRACTOR TO ASSUME FULL NO. 12 UP TO 1.7 SQ. FT. SERVICE. REQUIREMENTS. ELECTRICAL TO PROVIDE CABLING AND THERMOSTAT. RESPONSIBILITY FOR SAFETY, OPERATION AND PERFORMANCE OF ALTERED SYSTEM. NO. 10 LARGER THAN 1.7 SQ. FT. 2. THE CONTRACTOR SHALL FURNISH AN APPROVED NEATLY DRAWN VALVE CHART, PROPERLY FRAMED, SHOWING THE USE 5. INDOOR PIPING EXPOSED IN KITCHENS: PROVIDE JACKETS OVER INDOOR PIPE MADE OF 0.016"ALUMINUM HELD WITH A 1. THE CONTRACTOR IS TO OBTAIN A COPY OF THE BUILDING RULES AND REGULATIONS PRIOR TO BID SUBMISSION.ALL AND LOCATION OF EACH VALVE THAT IS TAGGED. FRICTION TYPE, Z-LOCK AND ALUMINUM BANDS. PROVIDE A MOISTURE BARRIER LINING. WORK MUST BE INSTALLED IN ACCORDANCE WITH THE BUILDING RULES AND REGULATIONS. DETERMINE REQUIREMENTS AND THE EXTENT OF PREMIUM TIME WORK REQUIRED BY BUILDING, FOR THE PURPOSE OF THE BID 2. KITCHEN EXHAUST DUCTWORK SHALL BE SIZED AT A MINIMUM VELOCITY OF 1800 FPM AND SHALL NOT EXCEED A M. PROVIDE NEW HOT(WET)TAP CONNECTION INTO PIPING SYSTEMS AS INDICATED ON THE PLANS. HOT TAP TO BE 6. ALL PIPING INSULATION TO BE INSTALLED WITH LONGITUDINAL LAP AND VAPOR BARRIER JOINT SEAL STRIPS VATH ASSUME ANY NOISY WORK(E.G., CHOPPING, CORE DRILLING, ETC.)AND BASE BUILDING SYSTEMS INTERRUPTIONS VELOCITY OF 2200 FPM. PERFORMED BY A QUALIFIED CONTRACTOR WHO IS SPECIALIZED IN PERFORMING THIS TYPE OF WORK. ADHESIVE OR SELF-SEALING LAPS. FITTINGS, FLANGES, AND VALVES SHALL BE INSULATED WITH PRE-MOLDED AND ARE TO BE PERFORMED OUTSIDE NORMAL BUSINESS HOURS. 3. DUCTS SHALL HAVE WELDED SEAMS IN ACCORDANCE WITH SMACNA GUIDELINES FOR WELDING SHEET METAL AND 2"X 2" CONTRACTORS NAME SHALL BE SUBMITTED TO THE OWNER, OWNERS REPRESENTATIVE, BUILDING MANAGEMENT PRE-CUT FITTINGS WITH METERED SEGMENTS. J. REMOVAL, TEMPORARY CONNECTIONS AND RELOCATION OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE X 1/4" MATCHED ANGLE IRON JOINT CONNECTIONS. ALL JOINTS SHALL BE GROUND SMOOTH, FITTED AND WELDED TO AND ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK. . INSTALLATION OF THE NEW SYSTEMS. ALL EXISTING CONDITIONS ARE NOT COMPLETELY DETAILED ON THE MAKE CONNECTIONS GREASE-PROOF AND AIRTIGHT. N. VALVES AND STRAINERS: VIII. ACOUSTICAL TREATMENT DRAWINGS. THE CONTRACTOR SHALL SURVEY THE SITe AND MAKE ALL NECESSARY CHANGES REQUIRED BASED ON 4. THE EXTERIOR OF ALL KITCHEN COOKING EQUIPMENT VENTILATION DUCTS SHALL HAVE WELDED 1-1/2"X 1-1/2"X 1/8" . 1. VALVES, STRAINERS, STEAM TRAPS, ETC., SHALL NOT CONTAIN ASBESTOS AND HAVE THE NAME OF THE MANUFACTURER A. MATERIAL: SEMI-RIGID, MAT-FACED GLASS FIBER DUCT LINER WITH BINDER COAT ON AIR SIDE, 1-1/2 LB. DENSITY FOR EXISTING CONDITIONS FOR PROPER INSTALLATION OF NEWWORK. ANGLES, PUNCHED FOR SECURING BLOCK INSULATION. AND GUARANTEED WORKING PRESSURE CAST OR STAMPED ON BODIES. VALVES OF SIMILAR TYPE SHALL BE BY A SINGLE LINER THICKNESSES UP TO 1", 4-1/2 LB. DENSITY FOR LINERS GREATER THAN 1"THICK, MAXIMUM K FACTOR OF 0.26 AT K. PLAN INSTALLATION OF NEWWORK AND CONNECTIONS TO EXISTING WORK TO INSURE MINIMUM INTERFERENCE 5. PROVIDE 18"X 18" (OR LARGEST FEASIBLE)AIR, WATER AND GAS TIGHT ACCESS DOORS ON SIDE OF HORIZONTAL DUCT MANUFACTURER. 75 DEGREE F MINIMUM FOR USE AT AIR VELOCITIES UP TO 6000 FPM. BINDER COAT TO BE BLACK FOR DETECTION OF WITH REGULAR OPERATION OF EXISTING FACILITIES. ALL SYSTEM SHUTDOWNS AFFECTING OTHER AREAS SHALL BE AT 15 FT. SPACING AND EVERY CHANGE IN DIRECTION ON BOTH SIDES OF FITTING TO ALLOW THOROUGH CLEANING OF 2. VALVES 6"AND LARGER SHALL HAVE GEAR OPERATORS AND HAND WHEELS. VALVES LOCATED 7 FEET OR MORE ABOVE DAMAGE TO BINDER SURFACE. COORDINATED WITH BUILDING MANAGEMENT. DUCT. ACCESS DOORS SHALL BE SAME AS DUCT GAUGE. OPERATING FLOOR OR PLATFORM SHALL BE PROVIDED WITH CHAIN OPERATED HAND WHEELS, RUSTPROOF CHAIN AND B. INSTALL LINER IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. COMPLETELY COVER ALL PORTIONS L. ALL NECESSARY CUTTING AND PATCHING IN FLOOR SLABS, ROOF SLABS, WALLS, AND CEILINGS FOR THE HVAC WORK 6. ALL HORIZONTAL DUCTS SHALL BE PITCHED BACK TO HOODS 1/4" PER FOOT. PROVIDE RESIDUE TRAP AND CLEAN-OUT CHAIN GUIDE. OF DUCTWORK PLENUMS AND CASINGS WITH APPROVED ADHESIVE. INSTALL LINER WITH ALL TRAVERSE JOINTS SHALL BE PERFORMED BY THE CONTRACTOR. RESTORE TO MATCH EXISTING CONDITIONS. PROVISIONS AT BASE OF EACH VERTICAL RISER. 3. VALVES USED FOR THROTTLING OR CONTROLLING FLOW SHALL BE BALL (1"OR SMALLER)OR PLUG TYPE VALVES (ALL NEATLY BUTTED WITH NO INTERRUPTIONS OR GAPS. COVER ALL EXPOSED EDGES, JOINTS, MECHANICAL FASTENERS � M. WHERE PIPE AND/OR DUCTWORK PENETRATE RATED WALLS, THE SPACE BETWEEN THE INSULATION AND THE WALL 7. ALL 90 DEG. TURNS SHALL BE MADE WITH 5-PIECE MINIMUM METERED ELBOWS AND ALL 45 DEG. TURNS WITH 3-PIECE SIZES). VALVES FOR ISOLATION SHALL BE BALL FOR LIQUID SYSTEMS AND GATE FOR STEAM SYSTEMS UNLESS AND ANY DAMAGED AREAS WITH ADHESIVE. PROVIDE METAL NOSING AT EQUIPMENT DISCHARGES AND AT END SHALL BE CAULKED WITH NON-COMBUSTIBLE MATERIAL IN AN APPROVED MANNER. ALL PIPING AND/OR DUCTWORK MINIMUM METERED ELBOWS. OTHERWISE SPECIFIED. BUTTERFLY VALVE SHALL BE LUG TYPE AND MAYBE SUBSTITUTEDFOR BALL VALVES FOR SIZES EDGES OF LINING. SECURE LINER WITH APPROVED MECHANICAL FASTENERS INSTALLED IN ACCORDANCE WITH TO BE INSTALLED ABOVE HUNG CEILING UNLESS OTHERWISE NOTED ON DRAWINGS. THE CONTRACTOR SHALL 8. CLEAN-OUT DOORS SHALL BE OF THE PAN TYPE, 2"THICK WITH CALCIUM SILICATE WITHIN THE DOOR. ALL VERTICAL 4"AND LARGER. BUTTERFLY VALVES SHALL NOT BE USED FOR MODULATING SERVICE OR STEAM SERVICE, USE ONLY FOR SMACNA DUCT LINER APPLICATION STANDARD. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ALL CEILING ELEVATIONS. DUCTS SHALL BE SUPPORTED AT EVERY FLOOR WITH 2'X 2"X 1/4" STEEL ANGLES FASTENED TO THE TOP OF EACH FLOOR 2 POSITION ISOLATION ON WATER SYSTEMS. REFER TO AUTOMATIC TEMPERATURE CONTROL SECTION FOR CONTROL C. DO NOT EXTERNALLY INSULATE ACOUSTICALLY LINED DUCTS. N. ACCESS DOORS IN FINISHED CONSTRUCTION: THE CONTRACTOR SHALL PREPARE A LIST OF ALL ACCESS DOORS SLAB. VALVES. D. FURNISH AND INSTALL ACOUSTICAL LINING IN DUCTWORK, PLENUMS AND CASINGS AS SHOWN ON THE DRAWINGS (MINIMUM 18"X18") REQUIRED FOR OPERATION AND MAINTENANCE OF ALL CONCEALED EQUIPMENT AND OTHER 9. BRANCH CONNECTIONS TO HOOD EXHAUST DUCT SHALL BE MADE IN EITHER HE TOP OF SIDES OF THE MAIN DUCT IN A 4. VALVES SHALL HAVE WORKING PRESSURE AND TEMPERATURE RATINGS SAME AS PIPE FITTINGS SPECIFIED FOR THE AND AS SPECIFIED BELOW: DEVICES, WHICH SHALL BE SUPPLIED TO THE GENERAL CONTRACTOR FOR INSTALLATION. THE COST TO FURNISH MANNER TO PREVENT GREASE FROM FLOWING INTO THE BRANCH DUCT. SERVICE. REGARDLESS OF SERVICE, VALVES SHALL NOT BE DESIGNED FOR LESS THAN 125 PSI STEAM WORKING 1. ALL DUCTS WITH DUCT VELOCITIES GREATER THAN 2,000 FPM SHALL HAVE 1"THICK LINING FACED WITH 24 GAUGE AND INSTALL ACCESS DOORS SHALL BE INCLUDED IN THE CONTRACTORS BID. THE CONTRACTOR IN ADVANCE OF 10. ALL REGISTERS CONNECTED TO EXHAUST BRANCHES AND ALL DUCT CONNECTIONS OF DIFFERENT DUCT MATERIALS PRESSURE. PERFORATED ALUMINUM OR GALVANIZED STEEL SUPPORTED 12" ON CENTER. CEILING INSTALLATIONS SHALL SUITABLY FIELD TAG AND IDENTIFY ALL CONCEALED EQUIPMENT,VALVES, DAMPERS, SHALL HAVE FUSIBLE LINK FIRE DAMPER. 5. LUBRICATED, TAPERED PLUG VALVES WITH LOCKING FLOW PLATE SHALL BE PROVIDED IN THE DISCHARGE PIPING FROM 2. A MINIMUM DISTANCE OF 20 FEET FROM ALL AIR CONDITIONING UNIT INLETS AND DISCHARGES WITH A MINIMUM OF ONE ETC., WHICH REQUIRE ACCESS DOOR PROVISIONS. . WATER CIRCULATING PUMPS, IN THE LEAVING WATER PIPING BRANCHES FROM ALL COILS, HEAT EXCHANGER TYPES OF INCH THICK ACOUSTICAL LINING. -evisions EQUIPMENT,AND ALL RETURN WATER RISERS OF SUB-MAINS THAT CONNECT TO HYDRONIC MAINS FOR BOTH BALANCING 11. SCOPEOFWORK L. HEATING APPLIANCE CHIMNEY AND ISOLATION PURPOSES. 1 3. ALL TERMINAL BOXES SUPPLY DUCTWORK SHALL BE LINED FOR A MINIMUM DISTANCE OF 15 FEET DOWNSTREAM OF BOX - - - A. THE PROJECT SHALL GENERALLY CONSIST OF THE FOLLOWING WORK: 1. THE FACTORY BUILT CHIMNEY SHALL BE LABORATORY TESTED AND LISTED BY UNDERWRITERS' LABORATORIES, INC.AS 6. CHECK VALVES SIZED 2-1/2"AND LARGER SHALL BE IRON BODY, FLANGED ENDS, BRONZE MOUNTED, SWING PATTERN, DISCHARGE WITH A MINIMUM OF ONE INCH THICK ACOUSTICAL LINING. - - - "BUILDING HEATING APPLIANCE CHIMNEY"(REFERENCE UL STANDARD 103) FOR USE WITH BUILDING HEATING EQUIPMENT, WITH REMOVABLE CAP, RE-GRINDABLE DISC AND SEAT RING. CHECK VALVES SIZED 2"AND SMALLER SHALL BE BRONZE 4. ALL RETURN/EXHAUST FANS SHALL BE ACOUSTICALLY LINED FOR A MINIMUM DISTANCE OF 20 FEET OF THE FAN INTAKE 1. CONSTANT VOLUME AIR DISTRIBUTION TO HVAC SHEET METAL DUCTWORK AND AIR OUTLETS BURNING GAS OR FUEL OIL AS DESCRIBED IN NFPA 21 1, CHAPTER 2. BODY, SCREWED ENDS, SWING PATTERN. PROVIDE SPRING LOADED, SILENT ACTION, NON-SLAM TYPE CHECK VALVE WITH AND DISCHARGE OPENING WITH A MINIMUM OF ONE INCH THICK ACOUSTICAL LINING. 2. SPLIT HEAT PUMP UNITS WITH REMOTE CONDENSERS 2. THE DOUBLE WALL METAL VENT PIPING SHALL HAVE AN OUTER JACKET OF 0.025"THICK ALUMINIZED COATED STEEL AND REMOVABLE CAP, RE-GRINDING DISC AND SEAT RING IN ALL VERTICAL INSTALLATIONS AND DISCHARGE PIPING FROM 5. ALL TRANSFER DUCTS. - - - 3. REFRIGERANT AND CONDENSATE PIPING AN INNER LINER OF 0.015"THICK TYPE 304 STAINLESS STEEL. THE OUTER JACKET AND INNER LINER SHALL BE SEPARATED PUMPS AS MANUFACTURED BY SMOLENKSY, MEULLER, WILLIAMS-HAGER OR MILLER. - - - 4. TOILET EXHAUST SYSTEMS BY A%"AIR SPACE EXCEPT AS REQUIRED FOR CONSTRUCTION OF THE PIPE, WHICH SHALL BE IN ACCORDANCE WITH THE 7. BALL VALVES SHALL BE PROVIDED WITH STAINLESS STEEL BALL, STEM AND SEAT RING, TFE BUSHING AND SEAT RING IX. VIBRATION ISOLATION SYSTEMS 5. AUTOMATIC CONTROL SYSTEMS TERMS OF THE PRODUCT'S UL LISTING. GASKET. BALL VALVES INSTALLED IN COPPER SYSTEMS SHALL HAVE BRONZE BODIES. BALL VALVES SHALL BE RATED FOR A. ALL ROTATING, REVOLVING OR RECIPROCATING EQUIPMENT, INCLUDING PIPING CONNECTIONS TO THIS EQUIPMENT - - - 3. VERTICAL CHIMNEY SHALL BE SUPPORTED AND RESUPPORTED AT EACH FLOOR BY MEANS OF FACTORY SUPPLIED AMINIMUMOF275PSI@100DEGREEF. BALL VALVES USED FOR THROTTLING(11"AND SMALLER) SHALL BE PROVIDED SHALL BE ACOUSTICALLY ISOLATED TO PREVENT THE TRANSMISSION OF OBJECTIONABLE NOISES, SOUND OR 6. REFER TO THE DRAWINGS, SCHEDULES, DETAILS, ETC AS PART OF THIS PACKAGE. SUPPORT DEVICES,AND ALL OTHER PIPE SHALL BE SUPPORTED AND GUIDED AT INTERVALS SPECIFIED IN THE PRODUCT WITH A LOCKING BALANCING STOP. VIBRATIONS TO THE OCCUPIED SPACES AND TO THE BUILDING STRUCTURES. ALL VIBRATION ISOLATION PRODUCTS B. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF NEWYORK STATE BUILDING CODE, NEWYORK STATE ENERGY INSTALLATION INSTRUCTIONS. 8. STRAINERS OF SARCO OR MEULLER MANUFACTURER SHALL BE PROVIDED IN THE INLET PIPING TO EACH STEAM TRAP, SHALL BE SPECIFICALLY DESIGNED FOR THEIR INTENDED USE. 3eal & signature CODE AND ALL AUTHORITIES HAVING JURISDICTION AND APPLICABLE NATIONAL, STATE AND LOCAL CODES, LAWS AND 4. CHIMNEYS PASSING THROUGH ANY PORTION OF THE BUILDING ABOVE THAT IN WHICH THE CONNECTED APPLIANCE IS MAKE UP CONNECTION, PUMP, AND AUTOMATIC CONTROL VALVE OF STEAM AND HYDRONIC SYSTEM. STRAINER SHALL BE B. STATIC DEFLECTION OF ISOLATORS SHALL BE A MINIMUM OF 90% EFFICIENT. REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK SHALL BE INCORPORATED INTO AND MADE LOCATED MUST BE ENCLOSED WITHIN A NON-COMBUSTIBLE CHASE HAVING A ONE HOUR OR GREATER FIRE RESISTANT Y-PATTERN UNLESS OTHERWISE SPECIFIED ON DRAWINGS. STRAINERS SHALL BE OF DESIGN TO ALLOW BLOW-DOWN OF . -F NE APART OF THESE SPECIFICATIONS. THE CONTRACTOR IS TO INFORM THE ENGINEER OF ANY EXISTING WORK OR RATING AS DESCRIBED IN NFPA 211, CHAPTER 2. CHIMNEY PENETRATING A COMBUSTIBLE ROOF STRUCTURE MUST USEA ACCUMULATED DEBRIS AND TO FACILITATE REMOVAL AND REPLACEMENT OF THE STRAINER SCREEN WITHOUT C. MANUFACTURER OF VIBRATION ISOLATION EQUIPMENT SHALL DETERMINE VIBRATION ISOLATOR SIZES AND � MATERIALS, WHICH VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS. ANY WORK DONE BY THE CONTRACTOR FACTORY BUILT VENTILATED THIMBLE OR VENTILATED ROOF SUPPORT. DISCONNECTION FROM THE MAIN PIPING. STRAINERS INSTALLED IN COPPER SYSTEMS SHALL HAVE BRONZE BODIES. LOCATIONS, PROVIDE SUITABLE PIPING AND EQUIPMENT VIBRATION ISOLATION SYSTEMS, GUARANTEE SPECIFIED -- CAUSING SUCH VIOLATION SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE AND AT NO EXPENSE TO THE STRAINER BASKET SHALL BE NICKEL, COPPER, BRASS OR STAINLESS STEEL OF AMPLE STRENGTH TO PREVENT ISOLATION SYSTEM ATTENUATION AND DEFLECTION, AND PROVIDE INSTALLATION INSTRUCTIONS, DRAWINGS AND "I . I OWNER 5. THE CHIMNEY SIZE, SYSTEM CONFIGURATION,AND PARTS MUST BE SELECTED TO OPERATE ONLY UNDER NEUTRAL OR COLLAPSING UNDER SHOCK LOADING. PERFORATIONS SHALL BE AS FOLLOWS: STEAM=1/32", WATER UP TO 3"SIZE-1/16", FIELD SUPERVISION TO ASSURE PROPER INSTALLATION AND PERFORMANCE. � I'- . C. THE WORK SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, HOISTING AND RIGGING, BREAKDOWN AND SETUP OF NEGATIVE PRESSURE, GRAVITY DRAFT DURING ALL OPERATING MODES OF THE APPLIANCE. WATER 4"AND OVER-1/8". FOR STRAINERS 2-1/2"AND LARGER, PROVIDE A VALVE DIRT BLOW-OUT PIPING CONNECTION D. MOUNTING TYPES: 11- ,�11... ,� .. LU 6. CHIMNEY PIPE SHALL EXTEND ABOVE ROOF STRUCTURES AND BE TERMINATED AS REQUIRED IN THE PRODUCTS TERMINATED WITH A PIPE NIPPLE AND CAP. STRAINERS 2"AND SMALLER SHALL HAVE 6" LONG BLOW-OFF NIPPLE WITH 1, I EQUIPMENT FOR INSTALLATION, SCAFFOLDING, AND SERVICES TO COMPLETE THE SYSTEM AND PROVIDE THE OWNER INSTALLATION INSTRUCTIONS THUS CONFORMING TO THE REQUIREMENTS OF NFPA 21 1, OR TERMINATE AS REQUIRED BY CAPPED END. 1. PROVIDE SPRING ISOLATORS (TYPE SLF) FOR FLOOR MOUNTING OF CENTRIFUGAL FANS(3 HP AND LESS). . �.� z WITH A FULLY OPERATIONAL SYSTEM. ANY EQUIPMENT, PARTS, MATERIALS, ACCESSORIES, OR LABOR THAT IS 2. PROVIDE SPRING ISOLATORS TYPE DNHS FOR MOUNTED OF CEILING-SUPPORTED FANS, IN-LINE PUMPS, HEAT -. I NECESSARY FOR PROPER PERFORMANCE OF THE MECHANICAL WORK ALTHOUGH'NOT SPECIFICALLY MENTIONED LOCAL CODE. 0. THERMOMETERS AND PRESSURE GAUGES: HEREIN OR SHOWN ON THE DRAWINGS, SHALL BE FURNISHED AND INSTALLED WITHOUT ADDITIONAL COSTS. 7. ALL ASPECTS OF THE CHIMNEY INSTALLATION MUST COMPLY WITH THE INSTRUCTIONS AND THUS BE IN ACCORDANCE 1. PROVIDE PIPE THERMOMETERS WITH SEPARABLE SOCKETS IN THE ENTERING AND LEAVING WATER PIPING CONNECTIONS EXCHANGERS,AND AIR HANDLING UNITS. /q//6 D. THE CONTRACTOR SHALL PERFORM ALL SPECIAL INSPECTIONS IN ACCORDANCE WITH THE NEWYORK CITY BUILDING WITH THE TERMS OF THE PRODUCT'S UL LISTING. TO COOLING TOWERS, CHILLERS, HEAT EXCHANGES, HEATING, COOLING AND CONDENSER COILS. THERMOMETERS SHALL 3. PROVIDE NEOPRENE-IN-SHEAR ISOLATORS TYPE RNID FOR FLOOR MOUNTING OF PUMPS (3HP OR LESS). <ey plan CODE. 8. REFER TO ARCHITECTURAL DETAILS FOR CUSTOM ROOF CAP AND OFFSETS AT GABLE ROOFS. BE WEISS, WEKSLER, THERICE OR OTHER APPROVED MANUFACTURER AND SHALL BE MINIMUM OF 4-1/2" DIAL TYPE, 4. FLOOR MOUNTED PACKAGED AIR CONDITIONING UNIT WITH INTERNAL ISOLATION OF COMPRESSORS, PROVIDE NEOPRENE I I E. SECURE ALL REQUIRED PERMITS AND APPROVALS AND TRANSMIT SAME TO THE OWNER. CONTRACTOR SHALL BE N. PRE-FABRICATED BREECHING AND STACK: ALUMINUM FLANGELESS CASE FURNISHED WITH MICROMETER ADJUSTABLE POINTER. THERMOMETER SHALL HAVE A 1% PADS TYPE SUPER W. RESPONSIBLE FOR ALL FEES. 1. PROVIDE DOUBLE WALL ALL FUEL RATED STAINLESS STEEL BREECHING AND STACK BY METALVENT OR METALFAB. ACCURACY AND MIDPOINT AS SYSTEM OPERATING TEMPERATURE. 5. SUPPORT OF PIPING EXPOSED ON ROOF AND IN EQUIPMENT ROOMS: 2. PROVIDE LIQUID FILLED PRESSURE GAUGES ON INLET AND OUTLET WATER PIPING CONNECTIONS TO ALL PUMPS AND 2. SUPPLY ALL REQUIRED FITTINGS INCLUDING DRAFT INDUCER AS REQUIRED BY STACK/DRAFT CALCULATIONS AND OTHER WATER HEAT EXCHANGE APPARATUS INCLUDING WATER COILS, HEAT EXCHANGERS, CHILLERS. EACH PRESSURE A) FLOOR SUPPORTED PIPING ISOLATORS(TYPE SLR). 111. SHOP DRAWINGS, EQUIPMENT SUBMISSION, MAINTENANCE MANUALS STRUCTURAL SUPPORTS FOR A COMPLETE OPERATIONAL INSTALLATION. INSTALL SYSTEM AND MAKE IT SMOKE TIGHT IN GAUGE INSTALLATION SHALL INCLUDE A 1/4" BALL VALVE FOR ITS CONNECTION TO PIPING. PRESSURE GAUGES SHALL BE B) VERTICAL RISER PIPING ANCHOR AND GUIDES (TYPE ADA). I -­-I%.- A. SUBMIT ONE (1) REPRODUCIBLE AND ONE (1) PRINT OF THE SHEET METAL AND PIPING SHOP DRAWINGS, 3/8"SCALE, STRICT CONFORMANCE TO MANUFACTURERS INSTRUCTIONS. WEISS, WEKSLER, THERICE OR OTHER APPROVED MANUFACTURER AND SHALL BE MINIMUM OF 4-1/2" DIAL TYPE, CAST 6. PROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL FANS AND DUCTWORKAS PER DUCTWORK SPECIFICATION SECTION. CERTIFIED BY ALL TRADES THAT COORDINATION HAS BEEN ESTABLISHED. 3. PROVIDE AN EXPLOSION RELIEF VALVE IN THE EXHAUST SYSTEM PER NFPA 37 AND A DRAIN CONNECTION AT THE FLUE ALUMINUM CASE, STEEL MOVEMENT, MICROMETER ADJUSTABLE POINTER, 1%ACCURACY AND MIDPOINT AT SYSTEM - I B. SUBMIT THREE(3)COPIES OF ALL SHEET METAL AND PIPING SHOP STANDARDS LEAKAGE TEST CERTIFICATION,AIR BASE. OPERATING PRESSURE. E. FLEXIBLE HOSE CONNECTORS SHALL BE INSTALLED AT INLET AND DISCHARGE CONNECTIONS TOALL PUMPS. AND WATER BALANCING REPORTS,AND CERTIFIED EQUIPMENT CUTS WITH CONSTRUCTION WIRING DIAGRAMS, AND 4. THE INNER AND OUTER PIPE JOINTS SHALL BE SEALED BY USE OF OVERLAPPING TYPE V-BANDS WITH PROPER SEALANTS P. PIPE TESTING: F. SPRING TYPE 3ON HANGERS SHALL BE PROVIDED FOR PIPING FOR A DISTANCE OF 50 FEET UP AND DOWNSTREAM OF AUTOMATIC TEMPERATURE CONTROL SHOP DRAWINGS INCLUDING CONTROL AND POWER WIRING DIAGRAMS, FOR INTERIOR AND EXTERIOR INSTALLATIONS, 1. NO TESTING SHALL BE CONDUCTED UNTIL PIPE CLEANING AND PRETREATMENT HAS BEEN COMPLETED AND RECORDED. ALL ROTATING EQUIPMENT. SEQUENCE OF OPERATIONS AND ALL CUTS OF EQUIPMENT AND DEVICES. 5. THE SYSTEM SHALL BE INSTALLED AS PER THE MANUFACTURERS RECOMMENDATIONS AND IN CONFORMANCE WITH THE 2. ALL TESTING SHALL BE COORDINATED BY THE CONTRACTOR AND SHALL BE WITNESSED BY A BUILDING OWNERS G. VIBRATION ISOLATORS FOR FLOOR OR CEILING SUPPORTED EQUIPMENT SHALL HAVE A MAXIMUM LATERAL MOTION T C. SUBMIT FOUR (4) BOOK BOUND OPERATING AND SERVICE MANUALS WHICH SHALL INCLUDE COPIES OF ALL AS-BUILT MANUFACTURERS TEN (10)YEAR WARRANTY. REPRESENTATIVE. ALL SYSTEMS WHICH FAIL THE PRESSURE TESTS SHALL BE FIXED AND RETESTED AT NO EXPENSE TO UNDER EQUIPMENT START-UP OR SHUT-DOWN CONDITIONS OF 1/4"AND MOTIONS IN EXCESS SHALL BE RESTRAINED SHOP DRAWINGS FOLDED AND PLACED INTO BINDER POCKETS, AS-BUILT DRAWINGS IN ELECTRONIC FORMAT, COPIES 6. SUBMIT STACK CALCULATIONS FOR REVIEWAND APPROVAL BY THE ENGINEER. THE OWNER. BY SPRING TYPE MOUNTINGS. OF REVIEWED EQUIPMENT CUTS FOR INSTALLED EQUIPMENT, COPIES OF EQUIPMENT START UP CHECKLISTS, AIR AND M. GRILLES, REGISTERS AND DIFFUSERS 3. ISOLATE ALL EQUIPMENT WHICH IS TO BE EXCLUDED FROM THE PRESSURE TEST AND PROVIDE ALL TEMPORARY PIPING H. ALL ISOLATORS INSTALLED OUTDOORS SHALL BE PROVIDED WITH CORROSION PROTECTION. WATER BALANCING REPORTS, LEAK TESTS, HYDROSTATIC TESTS, WATER TREATMENT AND CHEMICAL CLEANING CONNECTIONS, FITTINGS, VALVES, EQUIPMENT, LABOR, ETC., TO PRESSURE TEST ALL SYSTEMS. 1. VIBRATION ISOLATOR SHALL BE PROVIDED BY MASON INDUSTRIES, VIBRATION ELIMINATOR CO., CONSOLIDATED :;Iient CERTIFICATION. CONTRACTOR SHALL INSTRUCT OWNERS PERSONNEL ON THE OPERATION OF ALL HVAC SYSTEMS. A. PROVIDE ALL AIR OUTLETS AND RETURNS OF THE TYPE AND SIZES, AS SELECTED AND INDICATED ON DRAWING. ALL Dana Ben Ari & Nikola Duravcevic D. AS WORK PROGRESSES AND FOR DURATION OF CONTRACTOR, MAINTAIN COMPLETE AND SEPARATE SET OF PRINTS DUCTED RETURN AND EXHAUST OUTLETS SHALL HAVE OPPOSED BLADE DAMPERS (ADJUSTABLE THROUGH THE 4. ALL TENANT WATER SYSTEM SHALL BE ISOLATED FROM THE BASE BUILDING SYSTEM. KINETICS CO., OR APPROVED EQUAL. 1 282 Washington Avenue OF CONTRACT DRAWINGS AT THE JOB SITE. RECORD WORK COMPLETED AND ALL CHANGES FROM ORIGINAL FACE). PROVIDE FRAMES AND MOUNTING TYPES AS REQUIRED TO MATCH SURROUNDING CEILING CONSTRUCTION. 5. CHILLED WATER, CONDENSER WATER, AND STEAM SYSTEMS WILL BE HYDROSTATICALLY TESTED WITH WATER AT 1-1/2 Brooklyn CONTRACT DRAWINGS CLEARLY AND ACCURATELY INCLUDING WORK INSTALLED AS A MODIFICATION OR ADDITION TO FINISHES TO BE SELECTED BY THE ARCHITECT. TIMES THE WORKING PRESSURE, FOR A MINIMUM PERIOD OF TWO HOURS, WITH NO LEAKS. X. EQUIPMENT \IY 11205 THE ORIGINAL DESIGN. RECORD VALVE TAGS AS THEY ARE INSTALLED. FINAL SUBMISSION OF REPRODUCIBLE B. ALL CEILING TYPE AIR DIFFUSERS SHALL BE PROVIDED WITH EQUALIZING DEFLECTOR. 6. REFRIGERANT PIPING SHALL BE TESTED IN ACCORDANCE WITH ASHRAE 15-1994 USING MINIMUM TEST PRESSURES OF 300 A. PROVIDE AND INSTALL ALL EQUIPMENT AND ACCESSORIES OF THE SIZES AND CAPACITIES AS SCHEDULED AND AS AS-BUILT DRAWINGS ARE TO BE SIGNED AND CERTIFIED BY INSTALLING CONTRACTOR THAT THIS IS THE AS-BUILT C. A SCHEDULE OF DIFFUSERS, GRILLES AND REGISTERS WITH MANUFACTURERS MODELS, SIZES, ACCESSORIES, PSI ON THE GAS SIDE AND 150 PSI ON THE LIQUID SIDE. AN ELECTRONIC REFRIGERANT DETECTOR SHALL BE UTILIZED INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND MANUFACTURERS :irchitects CONDITION OF THE WORK. AS-BUILT SHOP DRAWINGS SHALL BE SUBMITTED IN DRAWING AND ELECTRONIC FORMAT FINISHES, ETC., SHALL BE SUBMITTED FOR APPROVAL PRIOR TO RELEASE FOR FABRICATION AND DELIVERY FOR LEAK DETECTION. RECOMMENDATIONS. PROVIDE ALL MOTOR STARTERS AS REQUIRED; MOTOR STARTERS WILL BE INSTALLED BY THE Shenton Architects LLP (AUTOCAD 2004 MINIMUM). D. DIFFUSERS SHOWN ON DIFFUSER SCHEDULE SHALL BE CHANGED TO MATCH EXISTING DIFFUSER TYPE WHERE 7. ALL REFRIGERATION AND OIL LOST DURING GUARANTEE PERIOD SHALL BE REPLACED BY THE CONTRACTOR AT NO CONTRACTOR AND WIRED BY ELECTRICAL TRADE. 95 Plymouth Street ! E. ENGINEERING REVIEWS ARE TO BE LIMITED TO TWO REVIEWS PER SUBMITTAL TYPE. ALL ADDITIONAL REVIEWS ARE EXISTING DIFFUSERS ARE REMAINING. EXPENSE TO THE OWNER. B. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED CLEARANCES FOR SERVICING AND MAINTENANCE. rooklyn TO BE SUBJECT TO ADDITIONAL SERVICES. E. ALL LINEAR DIFFUSERS SHALL BE PROVIDED WITH PATTERN CONTROL VANES. 8. FUEL OIL PIPING CARRIER AND OUTER CONDUIT SHALL BE TESTED WITH WATER TO HYDROSTATIC PRESSURE AT 1-1/2 COORDINATE REQUIREMENTS WITH ALL TRADES. �Y 11201 F. ALL UNUSED PORTIONS OF SUPPLY LINEAR DIFFUSERS SHALL BE BLANKED-OFF WITH SHEET METAL. TIMES OPERATION PRESSURE OR 50 PSI WHICHEVER IS GREATER. ALL CONNECTION SHALL BE CHECKED FOR LEAKS WITH C. IDENTIFICATION OF EQUIPMENT AND CONTROLS: O- IL IV. DUCTWORK G. ALL LINEAR DIFFUSERS AND DIFFUSERS IN INACCESSIBLE CEILINGS SHALL BE PROVIDED WITH A REMOTE OPERATED SOAP SOLUTION. VACUUM TESTS SHALL BE PERFORMED ON ALL FUEL OIL SUCTION LINES AS REQUIRED BY CODE. 1. ALL EQUIPMENT SHALL BE STENCILED OR LABELED WITH LAMACOID PLATES SCREWED THEREON WHICH SHALL INDICATE 58 Jay Street, #501 A. PROVIDE ALL SUPPLY, RETURN, EXHAUST, AND OUTSIDE AIR SHEET METAL DUCTWORK, FITTINGS, DAMPERS, TURNING OPPOSED BLADE DAMPER AND A 3-FOOT(MINIMUM) FLEXIBLE ADJUSTMENT CABLE WITH 1/8-INCH KEY OPERATOR. 9. HIGH PRESSURE STEAM PIPING WELDS SHALL BE X-RAY TESTED IN ACCORDANCE WITH NEWYORK CITY CODE SYSTEMS SERVICE. Brooklyn VANES, ACCESS DOORS, PLENUMS, FLEXIBLE CONNECTIONS,AND SUPPORTS AND PERFORM LEAK TEST PER LATEST REQUIREMENTS. TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY. PROVIDE CERTIFICATION OF 2. MOTOR STARTERS SHALL BE PROVIDED WITH LAMACOID PLATES WHICH INDICATE SYSTEM SERVED. �Y 11201 SMACNA STANDARDS AND NFPA90AAS MODIFIED BY N.Y,C. BUILDING CODE. ALL DUCTWORK JOINTS SHALL BE TEST AS WELL AS X-RAYS TO OWNER UPON COMPLETION. - - - SEALED AIR TIGHT WITH APPROVED DUCT SEALANT, SIMILAR TO 3M-900. VI. PIPING 3. CONTRACTOR TO SUBMIT LIST OF EQUIPMENT TO RECEIVE LABELS AND THE COORDINATED DESIGNATIONS, SIZE OF 3tructural engineer B. CONTRACTOR SHALL ADHERE TO THE FULL INSIDE CROSS SECTIONAL DUCTWORK AREAS SHOWN ON THE DRAWINGS A. PROVIDE PIPING WHICH IS SCHEMATICALLY INDICATED AND SIZED ON DRAWINGS. PIPING TO BE INSTALLED TO MEET Q. FUEL OIL SYSTEMS:ADD SECTION FROM STANDARDS LABEL LETTERING, PLATE SIZE AND COLOR FOR REVIEW PRIOR TO INSTALLATION. Silman Associates AND PROVIDE ALL TRANSITIONS AND OFFSETS AS REQUIRED TO MEET FIELD CONDITIONS, ACCOMMODATE SPECIFIED HEADROOM OR FIELD CONDITIONS AND SHALL CONFORM TO LATEST ASME CODES FOR PRESSURE PIPING. D. FOR ALL FLOOR MOUNTED EQUIPMENT PROVIDE A 4" HIGH CONCRETE HOUSE-KEEPING PAD;WHERE FLOOR STANDS 32 Old Slip, 10th Floor EQUIPMENT MAINTENANCE REQUIREMENTS AND COORDINATE WITH ALL TRADES. PIPE MATERIALS AND FITTING MATERIALS SHALL BE AS PER THE PIPE AND FITTING SCHEDULES SHOWN ON VI 1. INSULATION REQUIREMENTS ARE INDICATED PROVIDE FLOOR STAND OF STRUCTURAL STEEL OR STEEL PIPES AND FITTINGS AND BOLT TO PAD; �Iew York C. FOR DUCTS WITH ACOUSTICAL LINING THE SIZES SHOWN ON THE PLAN SHALL BE THE CLEAR INSIDE DIMENSIONS. DRAWINGS. A. INSULATION SHALL BE APPLIED TO PIPING AND DUCTWORK OF MATERIALS AS SPECIFIED HEREIN AND FOR FOR ROOF MOUNTED EQUIPMENT PROVIDE SUPPORTS WITH APPROVED ANCHORS DIRECTLY FROM BUILDING STEEL NY 10005 B. PIPING, FITTINGS,AND ALL PIPE APPURTENANCES SHALL BE SUITABLE FOR THE PRESSURE AND TEMPERATURE OF APPLICABLE SYSTEMS OF THIS PROJECT. INSULATION SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND STRUCTURE. PROVIDE SUPPLEMENTARY STEEL AS REQUIRED TO ADEQUATELY SUPPORT THE LOAD. - - - D. EXISTING DUCTWORK TO BE REUSED: CONTRACTOR SHALL INSPECT, SEAL AS PER PRESSURE CLASSIFICATION, LEAK SERVICE. A SMOKE DEVELOPED INDEX OF 50 OR LESS AND SHALL MEET THE REQUIREMENTS OF ASTM, NFPA. XI. CHEMICAL CLEANING AND PRETREATMENT _. TEST,AND INSULATE ALL EXISTING DUCTWORK TO BE REUSED. ALL REQUIRED WORK SHALL BE PART OF BID. C. PROVIDE DIELECTRIC FITTINGS TO CONNECT DIFFERENT PIPING MATERIALS. B. INSULATION SHALL BE CONTINUOUS THROUGH WALL AND SLAB SLEEVE OPENINGS EXCEPT FOR RATED WALLS OR A. CLEANING OF PIPING SHALL BE PERFORMED IN THE PRESENCE OF A BUILDING REPRESENTATIVE. mep engineer E. NEWAND EXISTING DUCTWORK TO BE REUSED SHALL HAVE PRESSURE CLASSIFICATION, SEALING REQUIREMENTS SLABS WHERE AN APPROVED FIRESTOP IS REQUIRED AS PER NFPA, B. PROVIDE ALL DISPERSANTS, SCALE INHIBITORS AND CORROSION INHIBITORS AS REQUIRED FOR CLEANING AND 2LS Consulting Engineers AND LEAKAGE TESTING AS LISTED BELOW UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS.- D. PROVIDE AIR VENTS AT EACH HIGH POINT AND DRAIN VALVES WITH HOSE BIB AT EACH LOW POINT. 50 W. 30th Street 1. 3" CLASS-ALL SUCTION AND DISCHARGE OF KITCHEN HOOD, AND SMOKE EXHAUST DUCTWORK. SEAL CLASS B, LEAKAGE E. PIPING SHALL BE INSTALLED WITH PROPER ANCHORS AND EXPANSION/CONTRACTION DEVICES SUCH AS LOOPS OR C. INSULATION OF COLD SURFACES WHERE VAPOR BARRIER JACKETS ARE SPECIFIED SHALL BE APPLIED WITH AN TREATING ALL PIPING SYSTEMS. CHROMATES SHALL NOT BE USED. ew York, NY 10001 CLASS 12*(RECTANGULAR)OR CLASS 6 (ROUND). APPROVED EXPANSION JOINTS TO PREVENT UNDUE STRAINS ON PIPING OR APPARATUS CONNECTED TO THE PIPING, UNBROKEN VAPOR SEAL. HANGERS AND SUPPORTS THAT ARE SECURED TO COLD SURFACES SHALL BE ADEQUATELY C. ALL CHEMICALS TO BE USED FOR PIPE CLEANING SHALL BE APPROVED BY THE BASE BUILDING CHEMICAL TREATMENT AS REQUIRED. INSULATED TO PREVENT CONDENSATION. COMPANY. 2. 2"CLASS: ALL OTHER LOW PRESSURE DUCTWORK. SEAL CLASS B, LEAKAGE CLASS 24 (RECTANGULAR) OR CLASS 12 D. WHERE INSULATION IS SPECIFIED FOR PIPING, INSULATE SIMILARLY ALL CONNECTIONS,VENTS, DRAINS, FLANGES, D. FLUSH PIPING SYSTEMS WITH THE APPROVED CLEANING CHEMICAL TO REMOVE PIPE DOPE, SLUSHING COMPOUNDS, (ROUND). F. SUPPORT PIPING WITH HANGERS EQUIPPED WITH INSULATION SADDLES FROM APPROVED CONCRETE INSERTS, FITTINGS,VALVES, TANKS, PUMP CASINGS AND OTHER PARTS OF THE SYSTEM SUBJECT TO HEAT GAIN OR LOSS AND CUTTING OILS AND OTHER LOOSE EXTRANEOUS MATERIALS. SEAL ENDS AFTER CLEANING. 3. LEAKAGE TESTING: ALL EXISTING LOW PRESSURE DUCTWORK SHALL BE LEAK TESTED PRIOR TO REUSE TO VERIFY ITS EXPANSION SHIELDS, BEAM CLAMPS, AND/OR SUPPLEMENTARY STEEL ANGLES, PLATES, AND CHANNELS. TO PREVENT CONDENSATION. INTEGRITY. ALL NEW LOW PRESSURE DUCTWORK(2"CLASS) SHALL BE TESTED ON AN AS-NEEDED BASIS AT THE CONTRACTOR SHALL SUBMIT METHOD OF PIPING SUPPORT SIGNED AND SEALED BY A LICENSED PROFESSIONAL E. ALL EQUIPMENT, FITTINGS, DEVICES, ETC REQUIRING SERVICING OR INSPECTION SHALL HAVE REMOVABLE E. THE CONTRACTOR SHALL: _--ivil eng-ineer - - ENGINEERS DIRECTION OR IF BALANCING AIR QUANTITIES CANNOT BE MET. IF SPECIMEN FAILS TO MEET ALLOTTED ENGINEER FOR REVIEW. INSULATION WHICH CAN BE REPLACED WITHOUT DAMAGE. 1. SATISFY EACH CHEMICAL HAS THE PROPER FEED RATES FOR CLEANING AND PRETREATMENT OF EACH SYSTEM AND DB Bennett LEAKAGE LEVEL, THE CONTRACTOR SHALL MODIFY TO BRING IT INTO COMPLIANCE AND SHALL RETEST IT UNTIL 1. ALL SUPPORTS SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE ANSI CODE FOR PRESSURE PIPING B31.10 AND RECORD. 20 Inkberry Street ACCEPTABLE LEAKAGE IS DEMONSTRATED. TESTS AND NECESSARY REPAIRS SHALL BE COMPLETED PRIOR TO MSS STANDARD PRACTICE SP-58. F. ALL LEAK AND PRESSURE TESTS SHALL BE COMPLETED PRIOR TO THE INSTALLATION OF ANY INSULATION. 2. CHECK THAT THE CLEANING SOLUTION IS ACTUALLY IN EACH SYSTEM. 7ast Hampton CONCEALMENT OF DUCTS. 2. HANGER SHALL BE MANUFACTURED BY GRINNEL CO., CENTRAL IRON, FEE AND MASON, BLACKNOX CO. OR AN APPROVED G. DUCTWORK INSULATION: 3. SATISFY WHEN TO FLUSH THE SYSTEM. \IY 11937 F. MATERIALS: EQUAL. 1. ALL NEWAND EXISTING SHEET METAL SUPPLY DUCTWORK SHALL BE INSULATED WITH 1-1/2"THICK FLEXIBLE DUCT - - - 1. SHEETMETAL: HOT-DIPPED GALVANIZED SHEETMETAL WITH G60 COMMERCIAL COATING ACCORDING TO ASTM A653 &A924 3. PIPE HANGERS, RODS, INSERTS AND CLAMPS SHALL BE THOSE APPROVED FOR THEIR RESPECTIVE USE BY THE INSULATION, 1.5 LB/CU.FT. DENSITY WITH A MAX. K FACTOR OF 0.24 AT 75 DEGREES F MEAN TEMPERATURE, WITH 4. CHECK EACH SYSTEM FOLLOWING FLUSHING TO ENSURE CLEANING CHEMICALS HAVE BEEN REMOVED FROM EACH surveyor- FOR ALL DUCTWORK UNLESS OTHERWISE SPECIFIED. UNDERWRITER'S LABORATORIES, INC. REINFORCED FOIL FACED, FLAME RESISTANT, ALUMINUM FOIL VAPOR BARRIER. ALL INSULATION SHALL BE SECURED WITH SYSTEM AND TEST TO ENSURE PH OF NEW SYSTEM IS WITHIN 0.5 OF FRESH INCOMING WATER. \Iathan Corwin Land Surveyor * DUCT ADHESIVE AND SEAMS SEALED BY TWO-INCH SEALING LIP WITH ADHESIVE AND FASTENED WITH 16 GAUGE RUST F. BLOCK MODULATING VALVES, ZONE VALVES AND OTHER SYSTEM RESTRICTIONS. PROVIDE BY PASS PIPING AND 1586 Main Rd. 2. BLACK IRON (CARBON STEEQ- WELDED BLACK IRON (CARBON STEEL) SHEET, COMPLYING WITH ANSI/ASTM 415, 4. PROVIDE ADDITIONAL SUPPORTS AT CHANGE OF DIRECTION, RUNOUTS AND CONCENTRATED LOADS DUE TO VALVES, ETC. RESISTANT WIRE OR FIBERGLASS CORD ON 12"CENTERS. ON DUCTS OVER 24"WIDE, WELDED PINS AND CLIPS SHALL BE VALVING TO ISOLATE NEWAND EXISTING TO BE RE-USED EQUIPMENT SUCH AS CHILLERS, COILS, HEAT EXCHANGERS, Jamesport THICKNESS ASPER CODE. PROVIDE FOR ALL KITCHEN EXHAUST AND FIELD FABRICATED LOW TEMPERATURE CHIMNEYS, 5. VERTICAL PIPING SHALL BE SUPPORTED WITH BEARING PLATE ON STRUCTURAL SUPPORT. PROVIDE GUIDES AT EVERY USED ON THE UNDERSIDE FOR FASTENING INSULATION. ETC. FROM THE CLEANING PROCESS. �Y 11947 BREECHING AND KITCHEN HOOD SYSTEMS, WELD FILLER ROD SHALL HAVE THE SAME PROPERTIES AS THE BASE METAL. SECOND FLOOR(SPACING NOT TO EXCEED 25 FT.) SUPPORT AT TOP SHALL BE PROVIDED WITH SPRING HANGER HAVING 2. CONDENSER UNIT AIR INTAKE, CONDENSER AIR DISCHARGE, FRESH AIR INTAKE, MIXED AIR DUCTWORK AND LOUVER G. PROVIDE PORTABLE PUMPS TO CIRCULATE WATER FOR CLEANING PURPOSES AT RESPECTIVE FLOWS FOR FOUR (4) DUCTWORK SHALL BE SEALED AIR, WATER AND GAS TIGHT. A PROVISION FOR EXPANSION. BLANK-OFF PANELS SHALL BE INSULATED WITH 1-1/2" RIGID DUCT INSULATION 3 LBS/CU.FT. DENSITY WITH A MAXIMUM K HOURS. REMOVE AND CLEAN STRAINERS. BLOW OFF LOW POINTS WITH STEAM AFTER CLEANING AND BEFORE :)roject title 3. FLEXIBLE CONNECTIONS AT FANS SHALL BE NEOPRENE COATED, FLAME RETARDANT GLASS FABRIC (COMPLYING WITH FACTOR OF 0.23 AT 75 DEGREES MEAN TEMPERATURE WITH WHITE VINYL FOIL BARRIER FACING. INSULATION SHALL BE TRAPS ARE INSTALLED. DRAIN ENTIRE SYSTEM. NFPA 90), 30 OZ./SQ, YD. WITH SEWED AND CEMENTED SEAMS. IMPALED OVER WELDED PINS WITH CLIPS FIRMLY EMBEDDED INTO INSULATION. ALL JOINTS AND CLIPS SHALL BE SEALED H. CHEMICAL USED FOR CLEANING OF SYSTEMS SHALL COMPLY WITH THE RECOMMENDATIONS OF THE '--:ast Marion House 4. FLEXIBLE DUCTWORK: CONSTRUCTED OF A SUPPORTING HELIX OF COATED SPRING STEEL OR FORMED ALUMINUM; WITH MATCHING STRIPS OF VINYL COATED VAPOR BARRIER LAMINATE SIMILAR TO OWENS CORNING 24 ASJ FOR DUCTS. MANUFACTURERS OF THE MAJOR COMPONENTS IN THE SYSTEM AND SHALL BE APPROVED FOR USE. Rocky Point Road, East Marion, NY BONDED OR MECHANICALLY LOCKED TO A CORE LINER OF IMPREGNATED/COATED FIBERGLASS FABRIC OR LAMINATED 1. UPON INITIAL FILL(FOLLOWING SYSTEM FLUSHING)THE APPROVED CHEMICALS WHICH PROVIDE A PROTECTIVE FIBERGLASS-REINFORCED AND ALUMINIZED POLYESTER FILM. INSULATED FLEXIBLE DUCTWORK TO HAVE A MINIMUM OF COATING TO PREVENT OXIDATION OF THE CLEANED SYSTEM SHALL BE ADDED. drawing title 1-IN. FIBERGLASS YIELDING AN OVERALL U-FACTOR NO GREATER THAN 0.23 BTU/H/FT2/dF AT 75dF RATED MEAN TEMPERATURE. OUTER JACKET/VAPOR BARRIER TO BE AS A MINIMUM, FIBERGLASS-REINFORCED, ALUMINIZED . MECHANICAL POLYESTER FILM, WITH A MAXIMUM ASTM E96 PERMEANCE RATING OF 0.1 INCH PERM (GRAIN/HIFT2/IN. HG). DUCT TO SPECIFICATION 1 OF2 , W 'tatus project no. t!J DERMIT - E009-01-001 14� ,cale dro-wn by NITS - x - date page 02.05.2016 3 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCATION SPECIFICATION SHEET. ALL . OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPUCABLE CODES. Mm201 10 ! . I �11 dimensions to be checked :)n site. Do not scale. XII. WATER TREATMENT 14. 2 YEAR SITE PARTS AND LABOR WARRANTY AFTER START-UP. A. ALL CHEMICALS TO BE USED FOR WATER TREATMENT SHALL BE APPROVED BY THE BASE BUILDING. R. VARIABLE FREQUENCY DRIVE MOTORS SHALL COMPLY WITH NEMA MG-1 PART 31.40.4.2 STANDARD SUITABLE FOR VFD B. PROVIDE ALL BIOCIDES AND BIODISPERSANTS AS REQUIRED TO TREAT WATER SYSTEMS FOR THE PREVENTION OF OPERATION. CONTRACTOR TO COORDINATE VFID AND MOTOR MANUFACTURERS. MICROBIOLOGICAL GROWTH. CHROMATES SHALL NOT BE L)SED. S. ALL VFD DRIVES FOR ALL EQUIPMENT SHALL BE OF THE SAME MANUFACTURER. MECHANICAL CONTRACTOR SHALL C. PROVIDE A VENTURI CHEMICAL FEED FITTING AND SYSTEM OR EACH SYSTEM TO BE TREATED. FITTINGS SHALL BE COORDINATE VFD DRIVE MANUFACTURER WITH EACH EQUIPMENT VENDOR. NALCO BIODUCTOR OR APPROVED EQUAL. D. PROVIDE ALL CONTROLS AND EQUIPMENT REQUIRED FOR AN AUTOMATIC BLEED AND CHEMICAL FEET SYSTEM. XVII. AUTOMATIC TEMPERATURE CONTROL E. AFTER CHEMICAL CLEANING AND PRETREATMENT OF PIPING SYSTEMS ANALYZE WATER SYSTEMS TO DETERMINE A. GENERAL SPECIFIC BIOCIDES AND INHIBITORS TO BE USED. 1. PROVIDE ALL CONTROL, POWER,AND INTERLOCK WIRING INCLUDING CONDUITS AND INSTALL PER THE NEWYORK CITY F. ADD THE NECESSARY BLEND OF INHIBITORS, BIOCIDES AND DISPERSANTS FOR PROPER CONTROL OF CORROSION, AND NATIONAL ELECTRIC CODE. SUBMIT TERMINAL TO TERMINAL WIRING DIAGRAM, SEQUENCE OF OPERATION AND CUTS SCALING AND MICROBIOLOGICAL GROWTH. SUBMIT IN WRITING THE RECOMMENDED FEED RATE OF ALL CHEMICALS OF ALL COMPONENTS FOR APPROVAL. PROVIDE ALL RELAYS, SWITCHES, DAMPERS AND ACTUATORS, PNEUMATIC AND BLEED RATE OF ALL SYSTEMS. USE PROPER CHEMISTRY TO PROVIDE THE FOLLOWING MINIMUM LEVELS: EQUIPMENT, PILOT POSITIONERS THERMOSTATS, PANELS, LIMIT SAFETIES, TRANSFORMERS, TIME CLOCKS, CONTROL 1. CLOSED SYSTEM BACTERIA COUNTS BELOW 10A 3 COLONIES PER MILLILITER (AEROBIC & NON AEROBIC). PH LEVELS TO BE VALVES AND OTHER DEVICES TO ACCOMPLISH THE DESIRED SEQUENCE OF OPERATION. BETWEEN 7.0 AND 9.0 CORROSION RATE TO BE LESS THAN 1/2 MILSNEAR STEEL, 1/10 MILNEAR COPPER. 2. FURNISH AND INSTALL AS HEREIN SPECIFIED,A COMPLETE AUTOMATIC TEMPERATURE CONTROL SYSTEM OF THE{DDC 2. OPEN SYSTEM TREATMENT(CONDENSER WATER) PROVIDE AGENTS TO REDUCE SCALE DEPOSITS, TO ADJUST PH AND TO TYPE WITH NATIVE BACNET DEVICES, ELECTRICJ TYPE AS REQUIRED MANUFACTURED, DESIGNED AND INSTALLED BY INHIBIT CORROSION. TREATMENT SHALL NOT CONTAIN ANY CHROMATES OR OTHER TOXIC SUBSTANCES. USE PROPER ADVANTEX, TEL: (718)278-2290 OR APPROVED EQUAL BY THE ENGINEER. MANUFACTURER SHALL BE APPROVED BY CHEMISTRY TO PROVIDE BACTERIA COUNTS BELOW 10A 5 COLONIES PER MILLIMETER (AEROBIC AND NON-AEROBIC). PH TO ENGINEER BEFORE BID AWARD. THE ATC CONTRACTOR SHALL BE AN INDEPENDENT CONTRACTOR NOT AFFILIATED WITH BE BETWEEN 7.5 AND 8.5. CORROSION RATES TO BE LESS THAN 1 MILSNEAR-STEEL AND 1/10 MILSNEAR COPPER. THE MECHANICAL CONTRACTOR. 3. ALL TEMPERATURE CONTROL SYSTEMS AND COMPONENTS ARE TO BE FULLY MODULATING TYPE, EXCEPT WHERE NOTED OTHERWISE. XIII. PERFORMANCE TESTS AND COMMISSIONING 4. IF NEWWORK IS TO CONNECT TO AN EXISTING SYSTEM, THE PROPOSED NEW SYSTEM TO BE INSTALLED SHALL BE FULLY A. UPON COMPLETION OF THE INSTALLATION, TEST AND BALANCE ALL EQUIPMENT AND SYSTEMS UNDER FIELD COMPATIBLE WITH THE EXISTING SYSTEM. THE MANUFACTURER OF THE PROPOSED NEW SYSTEM SHALL PROVIDE ALL OPERATING CONDITIONS TO DEMONSTRATE ITS COMPLIANCE WITH SPECIFICATION REQUIREMENTS. REQUIRED INTERFACES OR GATEWAYS TO ENSURE THAT THEIR SYSTEM IS FULLY COMPATIBLE. B. SHOULD ANY PART OF THE SYSTEM FAIL TO MEET THE CONTRACT REQUIREMENTS, ADJUST, REPAIR OR REPLACE ALL 5. ALL CONTROLS MUST BE THE PRODUCT OF ONE MANUFACTURER. ALL AUTOMATIC CONTROL VALVES AND DAMPER DEFECTIVE OR INOPERATIVE PARTS AND AGAIN CONDUCT THE COMPLETE PERFORMANCE TEST. OPERATORS SHALL BE MANUFACTURED BY THE TEMPERATURE CONTROL MANUFACTURER. C. SUBMIT SYSTEM START UP SHEETS AND TEST RESULTS TO THE OWNER AND ENGINEER. 6. THE MANUFACTURER OF THE AUTOMATIC CONTROL EQUIPMENT SHALL SUBMIT THE FOLLOWING FOR APPROVAL: A SCHEMATIC DIAGRAM OF EACH CONTROL SYSTEM WHICH SHALL INDICATE THE PROPER SEQUENCE OF OPERATION AND XIV.AIR AND WATER BALANCING RANGE OF THE CONTROLS FOR ALL CYCLES, PROVIDE TERMINAL POINT TO TERMINAL POINT ELECTRICAL WIRING A. AIR AND WATER SYSTEM BALANCING SHALL BE PERFORMED BY A NEBB OR AABC CERTIFIED BALANCING AGENCY. AIR DIAGRAMS FOR APPROVAL,A COMPLETE DESCRIPTION OF THE AUTOMATIC OPERATION OF EACH SYSTEM WHERE THE AND WATER SYSTEM BALANCING SHALL BE PERFORMED IN THE PRESENCE OF A BUILDING REPRESENTATIVE. DESCRIPTION INCLUDES THE DUTY OF EACH THERMOSTAT,VALVE, SWITCH, ETC., INCORPORATED IN THE CONTROL SYSTEM WITH A SCHEDULE AND ILLUSTRATION OF ALL CONTROL INSTRUMENTS AND EQUIPMENT INCLUDING CONTROL B. BALANCING SHEETS ARE TO BE AVAILABLE ON SITE ON REQUEST FOR FIELD VERIFICATION. PANELS AND DEVICES FOR EACH SYSTEM. C. SUPPLY HOODS ARE TO BE USED FOR PROPORTIONAL BALANCING ONLY. ALL OUTLETS ARE TO BE BALANCED USING TRAVERSE READINGS. B. ELECTRIC WIRING: D. MAKE ALL REQUIRED ADJUSTMENTS OF ALL NEWAND EXISTING AIR AND WATER SYSTEM DEVICES UNTIL ALL 1. ALL ELECTRIC WORK(EXCEPT FOR MOTOR FEEDERS, WIRING BETWEEN MOTORS, MOTOR CONTROLLERS, FEEDER SPECIFIED PERFORMANCES ARE MET. PROVIDE NECESSARY PIPING AND CONNECTIONS FOR BALANCING ALL WATER PANELS, FUSES, CIRCUIT BREAKERS AND BUS BARS) REQUIRED FOR THE AUTOMATIC TEMPERATURE CONTROL SYSTEM SYSTEMS. PROVIDE VOLUME DAMPERS AS REQUIRED FOR FINAL BALANCING OF AIR SYSTEMS. PROVIDE A CLEAN SHALL BE PROVIDED BY THE CONTRACTOR. WORK SHALL INCLUDE BUT NOT BE LIMITED TO TIME SWITCHES, DAMPER SET OF AIR FILTERS AT ALL AIR CONDITIONING UNITS AND CLEAN ALL STAINERS PRIOR TO ANY BALANCING. MOTORS, DAMPER SWITCHES, ELECTRIC THERMOSTAT, ELECTRIC RELAYS, E/P SWITCHES, INTERLOCKING WIRING, WIRE, E. SUBMIT THREE(3)AIR AND WATER BALANCING REPORTS FOR REVIEW CONSISTING OF DESIGN AND ACTUAL CONDUIT, ETC. READINGS OF ALL EQUIPMENT/IDEVICES, LOCATION PLANS OF ALL EQUIPMENT/IDEVICES BALANCED, BALANCING 2. ALL POWER REQUIRED FOR CONTROL PURPOSES SHALL BE PROVIDED BY THE CONTROL CONTRACTOR FROM A SOURCE EQUIPMENT USED AND METHODS OF BALANCING. ESTABLISHED BY THE ELECTRICAL CONTRACTOR. F. ALL REPORTS SHALL INDICATE PRELIMINARY READINGS PRIOR TO BALANCING AND FINAL READINGS AFTER 3. THE CONTROL MANUFACTURER SHALL INCLUDE WIRING DIAGRAMS IN HIS SHOP DRAWINGS SUBMITTALS FULLY BALANCING HAS BEEN COMPLETED. IF IT IS DETERMINED THAT DRIVE CHANGES ARE REQUIRED, CONTRACTOR SHALL COORDINATED WITH THE ELECTRICAL CONTRACTORS WORK. IT SHALL BE THE AUTOMATIC TEMPERATURE CONTROL PROVIDE ALL NECESSARY NEW COMPONENTS. CONTRACTORS RESPONSIBILITY TO PROVIDE ALL WIRING AND CONDUIT AS REQUIRED TO ACHIEVE THE FUNCTION CALLED G. CONTRACTOR SHALL INCLUDE IN THEIR BID TWO(2)JOB SITE COMFORT BALANCES UPON ACCEPTANCE OF THE FINAL FOR IN THESE SPECIFICATIONS, CONFORMING WITH LOCAL CODES FOR MATERIAL AND INSTALLATION. THE ELECTRICAL BALANCING REPORT. SPECIFICATION FOR THE PROJECT ELECTRICAL WORK IS TO BE FOLLOWED. H. CONTRACTOR SHALL SUBMIT WATER BALANCE DATA SHEETS AND REPORTS WHICH TABULATE TEST DATA FOR FINAL C. CONTROL PANELS SHALL BE MANUFACTURED OF FURNITURE GRADE STEEL WITH WELDED ANGLE BRACKETS AND A ADJUSTED SYSTEM CONDITIONS WITHIN 2% OF DESIGN QUANTITIES FOR SYSTEM COMPONENTS INDICATING GPM AND BAKED PRIME COAT ENAMEL FINISH. THE PANEL DOORS SHALL BE HINGED LOCKING TYPE. CONTROL PANELS SHALL PRESSURE DROP AT PIPE RISERS AND MAINS; PERFORMANCE CHARACTERISTICS FOR ALL PUMPS INDICATING RPM, CONTAIN ALL CENTRAL CONTROL DEVICES, SUCH AS CONTROLLERS, RELAYS, SWITCHES, PILOT LIGHTS, TERMINAL GPM, TDH,AMPS, SUCTION AND DISCHARGE HEAD PRESSURE, BHP AND HP AT DESIGN AND NO FLOW CONDITIONS; BLOCKS, AND ALL OTHER ACCESSORIES AS REQUIRED FOR A WORKABLE ENVIRONMENTAL CONTROL SYSTEM. ALL PRESSURE DROP ACROSS COILS, EQUIPMENT, EACH RISER AND MAIN. MARK BALANCING VALVE TAG OF BALANCED COMPONENTS WITHIN THE CONTROL PANELS SHALL BE PRE-WIRED TO NUMBERED TERMINAL TRIPS, READY FOR POSITION. FIELD CONNECTION FOR FIELD MOUNTED CONTROL COMPONENTS. PROVIDE ENGRAVED NAMEPLATES TO LABEL THE 1. CONTRACTOR SHALL SUBMIT AIR BALANCE DATA SHEETS AND REPORTS WHICH TABULATE TEST DATA FROM FINAL CONTROLLED EQUIPMENT. PROVIDE A PLASTIC LAMINATED CONTROL SCHEMATIC DRAWING HUNG NEXT TO EACH ADJUSTED SYSTEM CONDITIONS WITHIN 5% OF DESIGN QUANTITIES FOR SYSTEM COMPONENTS AIR OUTLETS, CONTROL PANEL. RETURNS AND TERMINAL UNITS INDICATING CFM AND PRESSURE DROP AT DUCT RISERS AND MAINS; PERFORMANCE D. THE SYSTEM INSTALLATIONS SHALL BE SUPERVISED BY THE AUTOMATIC CONTROL MANUFACTURER, WHO SHALL CHARACTERISTICS FOR ALL FANS AND AIR CONDITIONING EQUIPMENT INDICATING RPM, CFM, PRESSURE DROP COORDINATE WITH AND INSTRUCT PIPING OR SHEET METAL TRADES AS TO TEES OR TAPPINGS TO BE INSTALLED IN ACROSS EACH COMPONENT(FILTERS, COILS, DAMPERS, ETC),AMPS, SUCTION AND DISCHARGE STATIC PRESSURE, PIPING OR EQUIPMENT AND OPENINGS THATARE REQUIRED IN SHEET METAL FOR THE SETTING AND INSTALLATIONS OUTSIDE AIR CFM, BHP AND HP AT DESIGN CONDITIONS; AIR OUTLET DISCHARGE TEMPERATURE AND CFM-, TERMINAL OF CONTROL DEVICES THEREIN BY THESE TRADES. BOX INLET SP, MINIMUM AND MAXIMUM AIR SETTINGS. E. THE CONTROL CONTRACTOR SHALL FURNISH AND INSTALL THE NECESSARY AIR PIPING FOR ALL INDICATING, J. CONTRACTOR TO PROVIDE TRAVERSE READING AT BASE BUILDING MAIN SUPPLY AND RETURN SHAFTS AND PROVIDE CONTROLLING AND CONTROLLED DEVICES. AIR PIPING THROUGHOUT THE SYSTEM SHALL BE FIR (FIRE RETARDANT) STATIC PRESSURE READINGS DOWNSTREAM AND UPSTREAM OF ALL REHEAT/HEAT COILS AND PRV. MULTIPLE VIRGIN POLYETHYLENE TUBING WITH INTEGRAL ANTI-OXIDANT,VERMIN-PROOF INHIBITOR UNLESS -evisions K. THE FINAL REPORT AFTER COMFORT BALANCE IS PERFORMED SHALL BE PROVIDED TO THE BUILDING MANAGER. OTHERWISE SPECIFIED HEREIN. L. PRE-CONSTRUCTION AIR TESTING: 1. THE AIR PIPING SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER AND SHALL BE PROPERLY SUPPORTED 1. MEASURE PRESSURE, TEMPERATURE,AND VOLUME OF AIR FROM EXISTING BASE BUILDING RETURN AND SUPPLY AIR USING STRAPS, CLIPS OR HANGERS,AS APPROVED. AIR PIPING SHALL BE SUPPORTED ON NOT OVER 6 FT. CENTERS ON SYSTEMS SERVING THE SCOPE OF WORK AREA BEFORE STARTING WORK. SUBMIT REPORT TO ENGINEER IMMEDIATELY VERTICAL RUNS, AND 4FT. CENTERS ON HORIZONTAL RUNS. PIPES SHALL NOT BE HIDDEN WITHIN DUCT INSTALLATION, AFTER COMPLETION OF TEST. RUN OVER ACCESS PANELS, OR SUPPORTED FROM PIPES OR CONDUITS. 2. ALL-LOW PRESSURE CONNECTIONS (25 PSI OR LESS) SHALL BE BARBED, PUSH-ON TYPE, WHEREAS, HIGH-PRESSURE TUBING SHALL BE MADE WITH COMPRESSION FITTINGS AND SHALL BE SEAMLESS, HARD COPPER TUBING. XV. ELECTRICAL WORK 3. SUPPLY AIR RISERS SHALL BE SEAMLESS, HARD COPPER TUBING. A. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR POWER WIRING UNDER A SEPARATE DIVISION OF CONTRACT F. ALL ROOM THERMOSTATS/SENSORS AND SWITCH LOCATIONS SHALL BE SUBMITTED FOR REVIEW BY THE ARCHITECT WORK. AUTOMATIC TEMPERATURE, SAFETY AND INTERLOCKING CONTROLS FOR MOTORS, MOTOR STARTERS AND AND ENGINEER PRIOR TO INSTALLATION WHETHER THE DEVICES ARE SHOWN ON PLANS OR NOT. OTHER ELECTRICAL APPARATUS AND DEVICES SHALL BE PROVIDED BY THE HVAC CONTRACTOR. CONTROL WIRING SHALL INCLUDE BUT NOT LIMITED TO ALL 12, 24,AND 120 VOLT WIRING. G. ALL ROOM THERMOSTATS/SENSORS SHALL HAVE OVERRIDE SWITCH, LOCAL READOUT AND LOCAL ADJUSTMENT. seal & signature B. THE MECHANICAL CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL POINT, READOUT AND ADJUSTMENT SHALL BE CAPABLE OF BEING LOCKED OUT AT THE BMS. COMPLETELY COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING FIELD INSTALLATION H. AUTOMATIC VALVES: BY THE ELECTRICAL CONTRACTOR. 1. ALL AUTOMATIC CONTROL AND ISOLATION VALVES SHALL BE OF THE ELECTRONIC TYPE, UNLESS OTHERWISE SPECIFIED, C. SPECIFIC WIRING DIAGRAMS OF FACTORY INSTALLED EQUIPMENT WIRING SHALL ALSO BE SUBMITTED FOR APPROVAL QUIET IN OPERATION, AND SHALL BE ARRANGED TO SPRING RETURN FAIL SAFE, IN A NORMALLY CLOSED POSITION. AND FURNISHED TO THE ELECTRICAL CONTRACTOR FOR HIS INSTALLATION REQUIREMENTS AND OTHER USES. CONTROL VALVES SHALL BE FULLY PROPORTIONING AND ISOLATION VALVES SHALL BE 2-POSITION.VALVES TO HAVE ADJUSTABLE OPERATING RANGES AND STARTING POINTS TO PROVIDE FLEXIBILITY OF ADJUSTMENT IN SEQUENCING AND D. HVAC CONTRACTOR SHALL MAINTAIN ALL EXISTING CONTROL CONNECTIONS FOR STARTERS TO BE REUSED. THROTTLING. MODULATING VALVES SHALL BE PROVIDED WITH PILOT POSITIONERS. CONTRACTOR SHALL COORDINATE EXISTING CONDITIONS AND PROVIDE ALL CONTACTS AND RELAYS REQUIRED FOR EXISTING STARTERS TO BE REPLACED WITH NEW. 2. VALVES SHALL BE SIZED BY THE TEMPERATURE CONTROL MANUFACTURER AND GUARANTEED TO MEET THE HEATING OR E. HVAC CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR FOR THE INSTALLATION OF DUCT COOLING REQUIREMENTS AS SPECIFIED. CONTROL VALVES SHALL BE SUITABLE FOR PRESSURE CONDITIONS AND CLOSE DETECTORS. DUCT DETECTOR SHALL BE FURNISHED AND V\A RED BY THE ELECTRICAL CONTRACTOR AND MOUNTED AGAINST 110% OF PUMP DIFFERENTIAL PRESSURE. lei BY THE HVAC CONTRACTOR. 3. ALL VALVE BODIES SHALL HAVE THE SAME PRESSURE CHARACTERISTICS AS THE PIPE IN WHICH IT IS INSTALLED. <ey plan 4. VALVES 2 INCHES AND SMALLER UNLESS OTHERWISE SPECIFIED SHALL HAVE BRONZE BODIES WITH SCREAED XVI. MOTOR STARTERS, CONTROL DEVICES AND MOTORS CONNECTIONS. VALVES SHALL BE FISHER TYPE ED, WARREN TYPE 20/70, K&M SERIES GCG, OR AS APPROVED. A. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL STARTERS FOR POWER WIRING BY THE ELECTRICAL 5. VALVES BETWEEN 2-1/2"AND 4 INCH UNLESS OTHERWISE SPECIFIED, SHALL HAVE CAST IRON OR CARBON STEEL BODIES CONTRACTOR. WITH FLANGED CONNECTIONS IN ACCORDANCE WITH THE PIPING SPECIFICATIONS. VALVES SHALL BE FISHER STYLE ED, B. MOTOR STARTERS SHALL BE CUTLER HAMMER, WESTINGHOUSE OR ALLEN-BRADLEY MANUFACTURER, SUITABLE FOR WARREN TYPE 20/70 OR 1800 SERIES GCG, K&M SERIES GCG OR AS APPROVED. WALL OR ANGLE IRON FRAME MOUNTING. 6. CONTROL VALVES 4"AND LARGER UNLESS OTHERWISE SPECIFIED SHALL BE FISHER V100, K&M C-PORTBALL, WARREN C. ALL STARTERS FOR MOTORS LESS THAN 112 HP SHALL BE 120 VOLT, SINGLE PHASE, 60 CYCLE, A.C. SERVICE. MANUAL 3800 SERIES, OR AS APPROVED. STARTERS WITH OVERLOAD PROTECTION AND LOCKOUT TYPE DISCONNECT SWITCH OR BREAKER MAY BE USED TO 7. AUTOMATIC CONTROL VALVES EXPOSED TO THE ELEMENTS SHALL HAVE ELECTRONIC ACTUATORS WITH ALL REQUIRED CONTROL SUCH MOTORS, EXCEPT WHERE INTERLOCKS OR AUTOMATIC CONTROLS ARE REQUIRED. IN SUCH CASES, ACCESSORIES. MAGNETIC ACROSS-THE-LINE STARTERS SHALL BE FURNISHED. 1. AUTOMATIC DAMPERS: D. ALL STARTERS FOR MOTORS 1/2 HP TO 75 HP SHALL BE COMBINATION FUSED DISCONNECT, MAGNETIC 1. PROVIDE CONTROLS FOR ALL THE AUTOMATIC DAMPERS, AS SPECIFIED IN THE DUCTWORK SECTION, AND SHOWN ON THE ACROSS-THE-LINE TYPE WITH FUSIBLE SWITCH. STARTERS 75 HP AND GREATER SHALL BE SOLID STATE ELECTRONIC DRAWINGS. SOFT START TYPE STARTERS. 2. CONTROL MOTORS OR ACTUATORS SHALL BE OF THE ELECTRONIC TYPE, UNLESS OTHERWISE NOTED, OF APPROPRIATE E. CONTROLLERS FOR CONDENSATE PUMPS, DUPLEX AIR COMPRESSOR, SUMP AND EJECTOR PUMPS, ETC., SHALL BE SIZE AND QUANTITIES TO PROVIDE TWO-POSITION OR PROPORTIONING CONTROL ACTION AS SPECIFIED. PROPORTIONING -lient FACTORY MOUNTED AND WIRED AS PART OF THE WORK OF THE HEATING, VENTILATING AND AIR CONDITIONING TYPE SHALL BE EQUIPPED WITH PILOT TYPE POSITIONERS. PILOT POSITIONERS SHALL BE SELECTED FOR VARIED SPRING SECTION. RANGES AND ADJUSTABLE WITHOUT DISMANTLING POSITIONER AND CONTROL MOTOR. Dana Ben Ari & Nikola Duravcevic F. ALL MAGNETIC STARTERS SUBJECT TO MANUAL START AND IN DIRECT VIEWOF THE MOTORS THEY CONTROL SHALL 3. AUTOMATIC DAMPERS EXPOSED TO THE ELEMENTS SHALL HAVE ELECTRIC ACTUATORS WITH ALL REQUIRED 282 Washington Avenue HAVE MOMENTARY CONTACT START AND STOP BUTTONS AND PILOT LIGHT BUILT IN TO COVER. ALL MAGNETIC ACCESSORIES. 3rooklyn STARTERS SUBJECT TO ELECTRICAL INTERLOCK OR AUTOMATIC CONTROL SHALL HAVE HAND-OFF-AUTOMATIC J. SEQUENCES OF OPERATION - FURNISH AND MOUNT ALL DEVICES AS REQUIRED TO PERFORM THE FOLLOWING \IY 11205 SWITCHES AND PILOT LIGHT BUILT INTO COVER. SEQUENCES OF OPERATION: 3-r-ch itecf T_ G. WHERE STARTERS ARE NOT IN SIGHT OF MOTORS THEY CONTROL,A LOCAL DISCONNECT SWITCH WILL BE PROVIDED 1. THE INTENT OF THIS SECTION IS TO DESCRIBE THE COMPLETE FUNCTIONAL CONTROL OF ALL MECHANICAL EQUIPMENT, Shenton Architects LLP BY THE ELECTRICAL CONTRACTOR. SYSTEMS AND DEVICES OF THE PROJECT. THIS CONTRACTOR IS TO FURNISH AND INSTALL AS REQUIRED 195 Plymouth Street H. PROVIDE ALL STARTERS WITH TRANSFORMERS BUILT INTO EACH STARTER CASING FOR CONTROL CIRCUIT. ELECTRIC/ELECTRONIC CONTROLS, ALL NECESSARY COMPONENTS, CONTROL WIRING, INTERLOCK WIRING, WRING rooklyn TRANSFORMERS SHALL SERVE ALL CONTROL CIRCUITS. EACH STARTER SUBJECT TO ELECTRICAL INTERLOCK CONTACTORS, THERMOSTATS, RELAYS, P.E.S, CONTROL TRANSFORMERS, STARTERS, ALARMS, CONTROL VALVES, ETC. �Y 11201 ANID/OR AUTOMATIC CONTROL SHALL HAVE THE NECESSARY AUXILIARY CONTACTS. ONE SET OF TERMINALS SHALL TO ACHIEVE THE DESIRED CONTROL OPERATION FOR THE AIR CONDITIONING SYSTEMS. BE PROVIDED FOR EACH CONTROL CIRCUIT. CONTROL CENTERS SHALL BE PROVIDED WITH CONTROL TERMINAL XVIII. SEQUENCE OF OPERATION SO- IL BLOCKS. PROVIDE THREE SETS OF NORMALLY CLOSED OR NORMALLY OPEN CONTACTS. A. HEATING SYSTEMS 38 Jay Street, #501 1. ALL MAGNETIC STARTERS SHALL HAVE THERMAL OVERLOAD IN EACH PHASE LEG AND LOWVOLTAGE PROTECTION. 1. BOILER TO BE ENABLED WHENEVER THE TEMPERATURE DROPS BELOW60 DEGREES. 3rooklyn J. ALL PARTS SUBJECT TO WEAR,ARCHING, ETC., SHALL BE REPLACEABLE. 2. BOILER TO BE DISABLED IN COOLING MODE. \1Y 11201 K. ALL WIRING, STARTERS, SWITCHES, ETC., SHALL BE IN FULL ACCORDANCE WITH ALL LOCAL INSURANCE structural engineer UNDERWRITERS CODE REQUIREMENTS. 3. TWO STAGE HEATING: RADIANT FLOOR HEATING TO BE EMPLOYED AS FIRST STAGE OF HEATING L. FURNISH DETAILED COMPOSITE WIRING DIAGRAMS FOR THOSE INSTALLING ELECTRICAL WORK, AND FURNISH SUCH AND HEAT PUMPS TO BE EMPLOYED AS THE SECOND STAGE. Silman Associates OTHER INFORMATION NECESSARY TO ASSURE THE PROPER CONNECTION, OPERATION AND CONTROL OF MOTORIZED 32 Old Slip, 10th Floor EQUIPMENT, INCLUDING INTERLOCKS, AUTOMATIC OR SAFETY CONTROLS AND AUXILIARY CIRCUITS. 4. THE HOT WATER BOILERS AND FLOWCONTROL VALVES SHALL BE CONTROLLED BY THE �Iew York M. FURNISH THE PERTINENT INFORMATION SUCH AS STARTING TORQUE REQUIREMENTS OF HIGH INERTIA EQUIPMENT, BOILER MANUFACTURER SUPPLIED MASTER CONTROL PANEL. THE CONTROL SYSTEM SHALL �Y 10005 SO THAT THE PROPER TYPE STARTER MAY BE PROVIDED BY THE STARTER MANUFACTURER. ALL INFORMATION IS 5. CONTROL THE HOT WATER PUMPS AND DIFFERENTIAL PRESSURE CONTROL VALVE AND SHALL mep engineer SUBJECTED TO THE REVIEW OF THE ENGINEER. INTERFACE TO THE MASTER BOILER PANEL FOR MONITORING AND CONTROL OF THE HOT WATER SYSTEM. 2LS Consulting Engineers N. PROVIDE LAMINATED NAME PLATE ATTACHED TO EACH STARTER IDENTIFYING THE SYSTEM IT SERVES. 6. PROVIDE CONTROLS FOR COMPLETE STAND-ALONE OPERATION OF THE BOILER HOT WATER SYSTEM. 150 W. 30th Street 0. STARTER AND VFID ENCLOSURES SHALL BE NEMA 1 FOR INDOOR APPLICATIONS, NEMA 3R WITH ADDITIONAL �Iew York, NY 10001 GASKETING FOR WEATHERPROOF RAINTIGHT OUTDOOR ENCLOSURE OR INDOOR ENVIRONMENTS SUBJECT TO 7. THE CONTROL SYSTEM SHALL INSTALL ALL FIELD WIRING REQUIRED FOR HOT WATER SYSTEM MOISTURE. OPERATION THAT CANNOT BE FACTORY INSTALLED INCLUDING BUT NOT LIMITED TO PUMP CONTROL, P. MOTORS SHALL BE HIGH EFFICIENCY, COMPLY WITH NEMA MG-1 STANDARD AND MEET THE 1992 EPA ENERGY FLOW CONTROL VALVES, TEMPERATURE AND PRESSURE SENSORS, ETC. EFFICIENCY ACT AND UTILITY COMPANY REBATE REQUIREMENTS. Q. PROVIDE VARIABLE FREQUENCY DRIVES(VFD)AS MANUFACTURED BY GENERAL ELECTRIC, MAGNATEK,ABB, OR 8. THE HOT WATER SYSTEM SHALL BE ENABLED/DISABLED THROUGH THE CONTROL SYSTEM. APPROVED EQUAL BY THE ENGINEER FOR CONTROL OF FANS AND/OR PUMPS AS SHOWN ON THE PLANS AND AS 9. WHEN THE HOT WATER SYSTEM IS ENABLED THE LEAD HOT WATER PUMP SHALL START, ONCE THE ivil engineer SPECIFIED HEREIN. VFD DISTORTION FACTOR SHALL NOT EXCEED 3%THD(VOLTAGE)AT POINT OF COMMON DB Bennett COUPLING, AS DEFINED BY IEEE 519.1992 AND IN NO CASE SHALL THE CURRENT THD EXCEED 10%. VFDS SHALL PUMP IS OPERATING, THE BOILER SHALL BE ALLOWED TO FIRE. 20 Inkberry Street INCLUDE THE FOLLOWING: 10. FOR THE PUMPS ONE PUMP IS PRIMARY AND THE OTHER IS STAND-BY. PROVIDE STAGING CONTROL E_ast Hampton �Y 11937 1. PWM TECHNOLOGY INCORPORATING IGBT. OF THE PUMPS SO IF THE PRIMARY PUMP FAILS, LOCK IT OUT AND START THE STAND-BY PUMP. 2. 40 CHARACTER FULL ENGLISH DIGITAL DISPLAY. CODES ARE NOT ACCEPTABLE. AN ALARM SHALL BE ANNUNCIATED TO THE CONTROL SYSTEM. ROTATE THE PRIMARY AND STAND-BY surveyor 3. DC LINE CHOKE \Iathan Corwin Land Surveyor 4. NEMA 1 ENCLOSURE PUMPS ON A REGULAR SCHEDULE (ADJ.)TO EQUALIZE RUNTIME. 1586 Main Rd. 5. MANUAL BYPASS AND MANUAL BYPASS CONTACTORS Jamesport \IY 11947 6. THREE SETS OF NORMALLY CLOSED OR NORMALLY OPEN CONTACTS. B. AC UNITS 7. CIRCUIT BREAKER DISCONNECT 1. UNIT SHALL INDEX ON VIA A TIME OF DAY SCHEDULE :)roject title 8. VFID DRIVE SERVICE SWITCH 2. ALL ASSOCIATED MOTORIZED DAMPERS WILL BE CLOSED WHEN UNIT IS OFF. :-:ast Marion House 9. SPEED CONTROL DIAL 3. UNIT SHALL SEQUENCE COMPRESSORS TO MAINTAIN ZONE TEMPERATURE OF 72 DEGREES (ADJUSTABLE). Rocky Point Road, East Marion, NY 10. THERMAL MOTOR OVERLOADS 4. ON A DROP IN OUTSIDE AIR TEMPERATURE BELOW 55 DEGREES (ADJUSTABLE), AIRSIDE ECONOMIZER WILL 11. 3%AC LINE REACTOR PRE-WIRED AND INSTALLED WITHIN VFD ENCLOSURE MODULATE DAMPERS TO MAINTAIN DISCHARGE TEMPERATURE TO MAINTAIN ZONE SET POINT. drawing title 12. FACTORY START-UP SERVICE INCLUDING COMPONENT TESTING, FIELD CHECK OF CONTROL CONNECTION, AND DOCUMENTS STATING THAT ALL WORK AND DRIVE FUNCTIONS ARE DEEMED ACCEPTABLE. 5. IN ECONOMIZER MODE, COMPRESSORS WILL BE LOCKED OUT. MECHANICAL 13. PROGRAMMING OF ALL DRIVE PARAMETERS PARTICULAR TO THIS INSTALLATION 6. LEAK DETECTION SENSOR LOCATED IN DRIP PAN WILL SEND SIGNAL TO RAM MODULE TO AUTOMATICALLY SPECIFICATION SHUT UNIT AND PRODUCE AN AUDIBLE ALARM. 2 OF 2 'tatus C. FANS project no. DERMIT E009-01-001 1. TOILET EXHAUST FANS WILL OPERATE AND BE CONNECTED TO THE RESTROOM LIGHT SWITCH. KITCHEN EXHAUST FANS WILL cale drawn by OPERATE ON A SWITCH AT THE KITCHEN HOOD. NTS x 2. THE RETURN AIR FANS WILL OPERATE WHEN THE CORRESPONDING AIR CONDITIONING UNIT IS IN OPERATION date page 02.05.2016 4 3. THE OUTSIDE AIR FAN WILL OPERATE WHEN THE AIR CONDITIONING UNITS AND BOILER ARE IN OPERATION. THE ELECTRIC DUCT THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. HEATER WILL MAINTAIN THE OUTSIDE AIR TEMPERATURE ABOVE 50-F (ADJUSTABLE). WHEN THE AIR CONDITIONING UNITS ARE ON THE APPUCATION SPECIFICATION SHEET. ALL NOT OPERATIONAL, THE OUTSIDE AIR FAN AND ELECTRIC DUCT HEATER ARE DISABLED AND THE MOTORIZED DAMPER CLOSED. OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE NTH APPUCABLE CODES. Mm202000 4,11 dimensions to be checked :)n site. Do not scale. MECHANICAL NOTES 1. REFER TO M101 FOR GENERAL NOTES. 2. THE CONTRACTOR SHALL SURVEY THE WORK PRIOR TO COMMENCING. 3. ALL EXISTING SERVICES NOT SHOWN SHALL REMAIN AS EXISTING. 4. COORDINATE WTH ARCHITECT FOR FINAL LOCATIONS OF ALL THERMOSTATS AND SEEK ENGINEER APPROVAL PRIOR TO INSTALLATION. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS REQUIRED ALLOWING FOR MANUFACTURER'S RECOMMENDED ACCESS REQUIREMENTS. x 00 co 6. DUCTWORK SHOWN IS DIAGRAMMATIC. ALL DUCTWORK SHALL BE INSTALLED AT THE MAXIMUM HEIGHTALLOWABLE U N L ESS OTH ERWI S E STATED. bx4 ORB 7. ALL OPEN-ENDED DUCTWORK SHALL HAVE WIRE MESH SCREENS. L Cx)0 8. ALL CONTROL POWER WRING AND TRANSFORMERS FOR DAMPERS, 20x8 RA FROM ACTUATORS,CONTROL PANELS,ETC ------ ABOVE SHALL BE PROVIDED BY THE CONTRACTOR. POWER FOR CONTROL DEVICES SHALL BE DERIVED FROM SOURCE DESIGNATED BY THE ELECTRICAL CONTRACTOR. 9. PROVIDE 1"ACOUSTICAL LINING IN ALL SUPPLYAND RETURN DUCTWORK CONNECTED TO AIR CONDITIONING UNITS. RF-1- B_ DUCTWORK SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 10. INACTIVE SECTIONS OF LINEAR DIFFUSERS 10x6-DX UP ARE TO BE RETURN INLETS. COORDINATE TOTAL LENGTHS WITH ARCHITECT. 12x6 OUTSIDE AIR DUCT UP CS SG (100) 8x6 -evisions CONNECT TO DRYER TX UP 6x4 (200) I L 10x6 SA DUCT UP _J 20xi 8x6 8x6 OF EDH-1 �'X6 1 !� 16x10 12x10 seal & si!�11 CAF-Im OT ACA I Ar SG SG SG SG ACC-CAUT (100) (250) (250) (200) AC-C-1 rn H-1 C-1-2 &8 16�'�o 16 12 0x12-RA FROM ABOVE C-1-3 L As S R�,AAA AC-1-1 J <ey pan H-2 cc THERMOSTAT— L >< 20x16 00 Sq F-1 I Ox6 (200) L J 18x14 8x6 _U1 J AC-1- 71 if HII 1� H 111 11 H ill 11 11 11 1 111 !1 11 JiL hz I __!N� - ____ -I LF L 08x6 X15 ---------8x6— 8X6--� f----8xv ::Iient Dana Ben Ari & Nikola Duravcevic RXT 00 282 Washington Avenue Brooklyn \1Y 11205 Tr—ch iteci-s— Shenton Architects LLP 195 Plymouth Street 34x1 0 RA FROM ABOVE Brooklyn �JY 11201 30x10 RETURN THRASFER AIR DUCTS SO- IL RF-1-2 (TYP 3) 38 Jay Street, #501 Brooklyn 36x10 RA DUCT DN �Y 11201 tructural engineer Silman Associates 32 Old Slip, 10th Floor '4ew York 1Y 10005 mep engineer 2LS Consulting Engineers Ub....... 150 W. 30th Street �Iew York, NY 1000 1 16x10 -ivil engineer DB Bennett 20 Inkberry Street East Hampton 112x8 �Y 11937 0 3urve yor �Iathan Corwin Land Surveyor X6L 1586 Main Rd. co Jamesport \IY` 11947 4-11 - )roject title _77__-7-_____7_71__�__l 7-7--7-71 ':ast Marion House Rocky Point Road, East Marion, NY Jrawing title MECHANICAL DUCTWORK BASEMENT PLAN 'tatus Uo project no. DERMIT E009-01-001 cale drawn by BY �a_t e pag—e 02.05.2016 5 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCA11ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE NTH APPLICABLE CODES. Mm300000 4dI dimensions to be checked :)n site. Do not scale. 20 X 8 RA DUCT DN V P0 F �D 0 V TEMPERATURE SENSOR(TYP) 7 EXHAUST AIR LOUVER 0 (D (D AC-1-1 QSJ TS EF- OUTSIDE AIR LOUVER EG (D 0 (D E) 12x6 OUTSIDE AIR DUCT DN rl"'"7171 1111 EXHAUST AIR LOUVERS 10x6 SA DUCT DN 1 Ox6 DX I I I I I I I I I I Pi 0 T"i.... FD I'D (160) (160) ------- I'D --ft Eq )==� i - I__ ��� ��� - -evislons 200 F--�200) C'o 60)_ 601 0 P==� F= F-� _J DN 6x4 (D SIG 30x10 - RADJCT JP (D JI (D (200) KITCHEN EXHAUSJ HOOD EG TO BE PROVI)ED BY OTHERS (150) 1 1771 RF_ - L 1 V I L seal signature OL _EF-1 17 L 40xl 2-RA DJCT dN FW jJ EG %C RF-1-313 (150) (D J 1 177-71 11rx 30x10 P D., V I KX-1 --------------------------4 ey plan EF-2 FD 6 6 (200) (D e C2 I! 'I F F ru D ---------------------- ====W) 1150' (160) L_J ....................... --lient 0 --------------- _LJ_LL1_J1 _iJ_LLLJ Dana Ben Ari& Nikola Duravcevic 282 Washington Avenue EXHAUSTAIR LOUVER—i AC 1 Brooklyn NY 11205 :irchitects Shenton Architects LLP 34X10 RA DUCT DN— 195 Plymouth Street Brooklyn Y 11201 ;mT, 'I, ---- ---- ---- 30-IL Brooklyn �Y 11201 00 MECHANICAL NOTES 3 ruc ura engineer 1. REFER TO M101 FOR GENERAL NOTES. Silman Associates 32 Old Slip, 10th Floor M ,ffill 2. THE CONTRACTOR SHALL SURVEY THE New York WORK PRIOR TO COMMENCING. Y 10005 36x10 RA DUCT DN 1 ALL EXISTING SERVICES NOT SHOWN mep englineer J11 SHALL REMAIN AS EXISTING. 2LS Consulting Engineers 150 W. 30th Street 4. COORDINATE WITH ARCHITECT FOR FINAL New York, NY 10001 SEEK ENGINEER APPROVAL PRIOR TO LOCATIONS OF ALL THERMOSTATS AND INSTALLATION. 71 1 5. THE CONTRACTOR SHALL INSTALL ALL I 1 1 i W IT, I ' ! I ----------- I! If EQUIPMENT AS REQUIRED ALLOWING FOR �ivil engineer DB Bennett ACCESS REQUIREMENTS. 20 Inkberry Street East Hampton do ------- -- ---------- ------ NY 11937 6. DUCTWORK SHOWN IS DIAGRAMMATIC. ALL DUCTWORK SHALL BE INSTALLED AT surveyor hil 'C I ", i U I I IJ:i THE MAXIMUM HEIGHTALLOWABLE 0 UNLESS OTHERWISE STATED, Nathan Corwin Land Surveyor 1586 KAain Rd. TT WIRE MESH SCREENS. 0) 11 Jamesport qY 11947 8. ALL CONTROL POWER WRING AND )roject title FI 7. ALL OPEN-ENDED DUCTWORK SHALL HAVE 11 1 A, TRANSFORMERS FOR DAMPERS, ACTUATORS,CONTROL PANELS,ETC SHALL BE PROVIDED BY THE :-::ast Marion House CONTRACTOR. POWER FOR CONTROL Rocky Point Road, East Madon, NY ------ DEVICES SHALL BE DERIVED FROM SOURCE DESIGNATED BY THE ELECTRICAL drawing title CONTRACTOR. MECHANICAL 9. PROVIDE I"ACOUSTICAL LINING IN ALL DUCTWORK SIZES SHOWN ARE INSIDE DUCTWORK 1ST SUPPLYAND RETURN DUCTWORK CONNECTED TO AIR CONDITIONING UNITS. FLOOR PLAN CLEAR DIMENSIONS, tatus project no. 10. INACTIVE SECTIONS OF LINEAR DIFFUSERS ERMIT E009-01-001 ARE TO BE RETURN INLETS. COORDINATE cale drawn by BY /4"= 11 TOTAL LENGTHS WITH ARCHITECT. __T T ate page 2.05.2016 6 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCATION SPECIFICATION SHEET. ALL FEG T'� 7 (D OTHER MATTERS SHOM ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED M -301 000 OR IN ACCORDANCE WITH APPUCABLE CODES. All dimensions to be checked Dn site. Do not scale. Li-Laill] f I F t M _J AC-2 I 4 EXHAU ST Al R LO v E., SID 2412 RETURN AIR TRANSFER DUCT AC-2- IE \To 5 2412 RETURN AIR 30x10 TRANSFER DUCT RA DUCT DN ------------- Will 4 A I I I__ I -evisions AC-2-2 12x8 8x4 TKI F- 7 9P ZE —7— W� C)=� Cul OL ZlIyIIULU1U ---i KE F_ P1 NE r=—— ------------ HE OSTAT=1 EE�E� F=— EF-5 <ey plan f------------------- O's LLLLLLLLLj-u I I I lit 7//7/ lient 0 XHAUST AIR LOUVER Dana Ben Ari & Nikola Duravcevic 1 282 Washington Avenue Brooklyn \IY 11205 orchitects t -1- I ---I- en on rc ec s 195 lymouth Street rookfyn NY 11201 SO- IL 38 Jay Street, 501 Brooklyn L MECHANICA NOTES 1Y 11201 I 3tructural engineer 1 1. REFER TO M101 FOR GENERAL NOTES. i Silman Associates 2. THE CONTRACTOR SHALL SURVEY THE 32 Old Slip, 10th Floor WORK PRIOR TO COMMENCING. ew York 3. ALL EXISTING SERVICES NOT SHOWN NY 10005 SHALL REMAIN AS EXISTING. mep engineer 4. COORDINATE WITH ARCHITECT FOR FINAL LOCATIONS OF ALL THERMOSTATS AND 2LS Consulting Engineers 150 W. 30th Street L SEEK ENGINEER APPROVAL PRIOR TO New York, NY 10001 ------------- F" INSTALLATION. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS REQUIRED ALLOWING FOR MANUFACTURER'S RECOMMENDED ivil engineer ACCESS REQUIREMENTS. DB Bennett 6. DUCTWORK SHOWN IS DIAGRAMMATIC. 20 Inkberry Street ALL DUCTWORK SHALL BE INSTALLED AT THE MAXIMUM HEIGHTALLOWABLE �Y 11937 -7 East Hampton ki UNLESS OTHERWISE STATED. LEI' 11T 11 I I I 1 11 1�1'1�I I'LL I i L _J 7. ALL OPEN-ENDED DUCTWORK SHALL HAVE 3urveyor WIRE MESH SCREENS. 586 Main Rd. 8. ALL CONTROL POWER WRING AND amesport Y 11947 TRANSFORMERS FOR DAMPERS, ACTUATORS,CONTROL PANELS,ETC :)roject title SHALL BE PROVIDED BY THE CONTRACTOR. POWER FOR CONTROL DEVICES SHALL BE DERIVED FROM -a st Marion House CONTRACTOR. n oa , as aron, drawing title ------ 9. PROVIDE V ACOUSTICAL LINING IN ALL MECHANICAL CONNECTED TO AIR CONDITIONING UNITS. DUCTWORK SIZES SHOWN ARE INSIDE DUCTWORK2ND CLEAR DIMENSIONS. FLOOR PLAN 10. INACTIVE SECTIONS OF LINEAR DIFFUSERS ARE TO BE RETURN INLETS. COORDINATE -tatus project no. DERMIT E009-01-001 TOTAL LENGTHS WITH ARCHITECT. -- ---- cale 1/4" 11-01, drawn by By Tate page 02.05.2016 7 177 1 Ull THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOW14 ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE VATH APPUCABLE CODES. M =302100 11 dimensions to be ch_,�c_ked :)n site. Do not scale. MECHANICAL NOTES 1 . REFER TO M1 01 FOR GENERAL NOTES. 2. THE CONTRACTOR SHALL SURVEY THE WORK PRIOR TO COMMENCING. 3. ALL EXISTING SERVICES NOT SHOWN SHALL REMAIN AS EXISTING. 4. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS REQUIRED ALLOWING FOR MANUFACTURER'S RECOMMENDED ACCESS REQUIREMENTS. 5. PIIPING SHOWN IS DIAGRAMMATIC. ALL PIPING SHALL BE INSTALLED AT THE REFRIGERANT MAXIMUM HEIGHT ALLOWABLE UNLESS OTHERWISE STATED. 6. ALL CONTROL POWER WIRING AND Z_ TRANSFORMERS FOR DAMPERS, ACTUATORS, CONTROL PANELS, ETC SHALL BE PROVIDED BY THE STEEL DOMESTIC WATER CONTRACTOR. POWER FOR CONTROL PRESSURE TANK (125 GALLONS) DEVICES SHALL BE DERIVED FROM SOURCE DESIGNATED BY THE PROPANE WATER RADIANT ZONE M-1 ELECTRICAL CONTRACTOR. RADIANT ZONE M-2 RADIANT ZONE M-3 DOMESTIC BOOSTER PUMP, -evisions BP-1 . COORDINATE WITH CIVIL ENGINEER ON WELL PUMP 0 REFRIGER ACCU-2-1 --OCAT 0 NJ FT— ws P TITT . '19 neal & sign A C -1 ACCU-2-2 A6-1 i ...................... -fM A -C-1 �l �1 1� 77 A -1 i L Z/1`00' A Ya KA ACCU-C-1 /w/(, ILION ESTI 3 T R 06 UTILITY METER F1 Ti I IN! EM 'A -1-, MX'IN ELEC. PANEL ii 1S11S11 11 156A ATS ACCU-1 -1 11 11 H H i! 11 ji ill's 'A -l'i -PIP- A(;-1-3 EM EL_EC- PANEL 06 AV1- U P-1 ATER- 3 ER_B:_1 ACCU-1 -2 --BACK-DRAF-T-DAMPER 00 REFRIGERANT LINES AC-1-3 :�lient Dana Ben Ari & Nikola Duravcevic ACCU-1 -3 BOILER FLUE UP 282 Washington Avenue Brooklyn \lY 11205 0 DOMESTIC HOT 3rchitects henton Architects LLP WATER FLUE UP 95 Plymouth Street rooklyn Y 11201 0- 11- 8 Jay Street, #501 rooklyn Y 11201 Aructural engineer H 3ilman Associates 32 Old Slip, 10th Floor (D Y 10005 mep, engineer LS Consulting Engineers 150 W. 30th Street New York, NY 10001 OUTDOOR CONDENSING UNITS -ivil engineer DB Bennett 20 Inkberry Street .D East Hampton 14Y 11937 3urveyor Nathan Corwin Land Surveyor 586 Main Rd. Jamesport NY 11947 ---------------------- :)roject title :-::ast Marion House Rocky Point Road, East Marion, NY drawing title MECHANICAL PIPING BASEMENT PLAN 'tatus project no. 3ERMIT E009-01-001 cale drawn by 1/4" = 1 1-01, BY date page 02,05.2016 8 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCATION SPECIFICA11ON SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE NTH APPUCABLE CODES. Mm350 , 00 U dimensions to be checked :)n site. Do not scale. MECHANICAL NOTES 1 . REFER TO M1 01 FOR GENERAL NOTES. 'U 2. THE CONTRACTOR SHALL SURVEY THE RADIANT WORK PRIOR TO COMMENCING. RADIANT ZONE M-7 3. ALL EXISTING SERVICES NOT SHOWN SHALL REMAIN AS EXISTING. REFRIGE 4. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS REQUIRED ALLOWING (D 9 REFRIGERANT DN FOR MANUFACTURER'S RECOMMENDED ACCESS REQUIREMENTS. 5. PIIPING SHOWN IS DIAGRAMMATIC. ALL RADIANT ZONE PIPING SHALL BE INSTALLED AT THE M-8 MAXIMUM HEIGHT ALLOWABLE UNLESS OTHERWISE STATED. 0 6. ALL CONTROL POWER WIRING AND ==ec) e 0 TRANSFORMERS FOR DAMPERS, ACTUATORS, CONTROL PANELS, ETC RADIANT ZONE SHALL BE PROVIDED BY THE M-9 CONTRACTOR. POWER FOR CONTROL — RE RIGERANT DEVICES SHALL BE DERIVED FROM U P SOURCE DESIGNATED BY THE ELECTRICAL CONTRACTOR. 01 H tj-Uj-tj H LLLLLLU ----------- evisions 0 (D ED 7-7— _j 0o i Beal & ig COO, REP RIGERA 7 E4� — ---------- D11 cc RADIA�JT ZONE 10 1 (P M-12 —d' (D 9 L <ey plan 0 (D __J 0 77----------------------I -:RA--DI �N ONE:��' �R k DDTWAI G ................ -------------- ------------ ----------------4 EEHEH� 7FFT F I �TTTTT-1 01 lient Dana Ben Ari& Nikola Duravcevic BOILER FLUE UP & DN 282 Washington Avenue 4 Brooklyn RADIANT ZONE NY 11205 M-1 1 orchitects Shenton Architects LLP DOMESTIC HOT 195 Plymouth Street WATER FLUE UP & DN 0 rooklyn NY 11201 38 Jay Street,#501* Brooklyn nil 11 1 11r. NY 11201 3tructural engineer Silman Associates T New York NY 10005 RADIANT ZONE mep engineer M-1 0 LS Consulting Engineers 150 W. 30th Street New York, NY 10001 ---- ------- �i If -ivil engineer DB Bennett 1 20 Inkberry Street lull' IM I East Hampton Y 11937 RM I I I i I i I I I I Mill urveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 roject title ast Marion House oc a nt Road, East Marion, NY drawing title ---------- MECHANICAL PIPING 1ST ---------- --------- ------ FLOOR PLAN tatus project no. ERMIT E009-01-001 ccle drawn b y /4" BY ate page 1P 2.05.2016 9 W drawing no. THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPUCATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON R, A\ OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE NTH APPUCABLE CODES. M -351 100 F- N1 dimensions to be checked :)n 5ite. Do not 5cale. 1 2 3 4 6 7 MECHANICAL NOTES RADIANT ZONE M-14 1 . REFER TO M 101 FOR GENERAL NOTES. 2. —THE C-0-NTRAC7-OR S-HALL SU.RVEY THE WORK PRIOR TO COMMENCING. 3. ALL EXISTING SERVICES NOT SHOWN R: REFRI SHALL REMAIN AS EXISTING. DN .............. 4. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS REQUIRED ALLOWING CONNECT CONDENSATE FOR MANUFACTURER'S RECOMMENDED TO FUNNEL DRAIN ACCESS REQUIREMENTS. 5. PIIPING SHOWN IS DIAGRAMMATIC. ALL PIPING SHALL BE INSTALLED AT THE CONDENSATE PUMP MAXIMUM HEIGHT ALLOWABLE UNLESS RADIANT ZONE OTHERWISE STATED. M-16 6. ALL CONTROL POWER WIRING AND TRANSFORMERS FOR DAMPERS, ACTUATORS, CONTROL PANELS, ETC I I LL SHALL BE PROVIDED BY THE CONTRACTOR. POWER FOR CONTROL DEVICES SHALL BE DERIVED FROM SOURCE DESIGNATED BY THE ;7 ELECTRICAL CONTRACTOR. REFRIGERANT -evisions ��DN� A C_�2;;-2- /A E P U M P CONNECT CONDENSATE TO FUNNEL DRAIN RADIANT ZONE NE M-1 3 seal & signature -V� ]i ---------- Ohl go <ey plan LIJ! -Ji f ::Iient BOILERf-LUE-UP—&-DN ana Ben Ari & Nikola Duravcevic 282 Washington Avenue Brooklyn \lY 11205 DOMESTIC HOT :irchitects iShenton Architects LLP WATERI FLUE UP & DN 195 Plymouth Street Brooklyn Y 11201 SO- IL 38 Jay Street, #501 Brooklyn �Y 11201 structural engineer Silman Associates 32 Old Slip, 10th Floor \lew York \lY 10005 mep engineer 21-S Consulting Engineers 150 W. 30th Street �lew York, NY 10001 -ivil engineer DB Bennett 20 Inkberry Street E-ast Hampton \lY 11937 urveyor lathan Corwin Land Surveyor 1586 Main Rd. ---------- — ----- Jamesport 1Y 11947 )roject title "--:ast Marion House Rocky Point Road, East Marion, NY rowing titll MECHANICAL PIPING 2ND LOOR PLAN tatus project no. ERMIT E009-01-001 cale drawn by /411= V-011 BY ate page 2.05.2016 10 drawing no. THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPUCATION SPECIFICA11ON SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED M =352100 OR IN ACCORDANCE NTH APPUCABLE CODES. 4dl dimensions to be checked :)n site. Do not scale. 2 4 5 6 7 8 F1 MECHANICAL NOTES 1 . REFER TO M 101 FOR GENERAL NOTES. 2. THE CONTRACTOR SHALL SURVEY THE WORK PRIOR TO COMMENCING. H 3. ALL EXISTING SERVICES NOT SHOWN SHALL REMAIN AS EXISTING. 4. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS REQUIRED ALLOWING G FOR MANUFACTURERS RECOMMENDED 7F77zff - T-1-17 r, 7� -I- ACCESS REQUIREMENTS. i I I T 17 T_ 5. PIIPING SHOWN IS DIAGRAMMATIC. ALL PIPING SHALL BE INSTALLED AT THE -evisions F —MAXIMUM HEIGHT ALLOWABLE UNLESS 14 OTHERWISE STATED. 6. ALL CONTROL POWER WIRING AND TRANSFORMERS FOR DAMPERS, ACTUATORS, CONTROL PANELS, ETC seal & signo SHALL BE PROVIDED BY THE CONTRACTOR. POWER FOR CONTROL DEVICES SHALL BE DERIVED FROM F1 ITI I SOURCE DESIGNATED BY THE I TI iiTi ELECTRICAL CONTRACTOR. ey plan E 14-1 1 H 1 141 14-1 1 11H I 111 11 1 1 1 1 1 1 1 1 1 11 1 1 1 1 N I I I HH HI I I I Ii I N X N XX X --lient L LL _LU Dana Ben Ari & Nikola Duravcevic =LL L "" I�� D �Ii�4 41 282 Washington Avenue rooklyn BOILER FLUE V 11205 Trc—hitecfs-- NXShenton Architects LLP DOMESTIC HOT 195 Plymouth Street 3rooklyn WATER FLUE �Y 11201 O- IL 38 Jay Street, #501 3rooklyn qY 11201 C tructural engineer Silman Associates 32 Old Slip, 10th Floor qew York qY 10005 mep engineer 2LS Consulting Engineers 150 W. 30th Street New York, NY 10001 i il engineer DB Bennett 20 Inkberry Street ast Hampton 111111937 surveyor— `Nlathan Corwin Land Surveyor 1586 Main Rd. Jamesport V 11947 )rojec I e East Marion House Rocky Point Road, East Marion, NY drawing title MECHANICAL PIPING ROOF PLAN 'tatus project no. DERMIT E009-01-001 cale —by drawn 1/4" -011 BY ate page A 2.05.2016 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED d.rawing no. ON THE APPUCA11ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. Mm353000 N1 dimensions to be checked Din site. Do not scole. PROVIDE FOR EACH DAMPER END SEE NOTE#6 SEE NOTE#6 GENERAL NOTES: 4*X 4"X 20 GAUGE SUPPORTS . 4 wA 4, PINS SPOT WELDED TO LINER ADHERED TO THE 1. NOSING ATTACHED TO DUCT BY RIVETED TO DUCT (TYP.) jEA A DUCT SPEED CUD WASHER DUCT WITH 100% A. -A RIVETS,SCREWS OR WELDS. 4 . PRESSED DOWN OVER COVERAGE OF ADHESIVE 2. NOSING : 24 GA. UP TO 48", OVER ,,.1-20 GAUGE DAMPERS — EDGES PIN TO LINER HEMMED 1/2" AS SHOWN, HORIZONTAL A 14 48 SAME GA. AS DUCT CORNER BREAK MAX. BLADE HEIGHT 12' DIMENSION SQUARE CONCRETE SLAB --J -SEE NOTE#4 & ROD WITH WASHER AT (TYP.). EACH END (TYP. FOR SECURE-TO + LOW DENSITY TRIM AWAY .000, C DUCT- REINFORCING RODS A ALL RODS) EDUCT BACKING "00;V000I .0I —SEE NOTE#5 LAPPED AND _F!!!CA0Tl=k1 T FASTEN TO SIDES OF DUCTS UNDER TOP-BEAM C-CLAMP 1 16 COMPRESSED loe METAL DECK WITH 48"WIDE, OVER 48"WIDE TURN LOCATED AT JOIST 6" CONCRETE SLAB UNDER BOTTOM FOR 2"AND FASTEN PANEL POINTS LONGITUDINAL JOINT 6's DOWNSTREAM TRANSVERSE HIGH DENSSII '***�—PROVIDE BEARINGS AT V .4 ROOFING & DECK DUCT 3* 3D EDGES TO BE COATED FACING BOTH ENDS AND 4. 4. WITH ADHESIVE. UPSTREAM 00 GRIND ROD ROUND % SUPPLEMENTAL ANGLE III EDGES TO BE METAL 00 (TYP.). I NOSE (SEE DETAIL) CLAMP TO JOIST kS REQUIRED BEAM FLANGE DAMPER OR oo DAMPER ROD CUP (TYP.) SEE NOTE#4 CADDY CLAMP TURNING VANE —41 oo DAMPER REGULATOR WITH LOCKING SEC11ON NOTE: TYPE INDICATOR QUADRANT ONE DUCT DUCT DUCT LINER FOLD OVER HIGH DENSITY FACING I ON ALL LONGITUDINAL JOINTS & REGULATOR FOR EACH TWO BLADES. DUCT (TYP.) OPPOSED AC71ON 1"xl/8" STRAPPING —, / I'll /_ LINKAGE ASSEMBLY. NOTES: WITH 1" RETURN SECURE WITH MECH. FASTENERS Ty- 1. METAL HANGER LOAD NOT TO EXCEED 50 LBS. BEND OF BOTTOM LONGITUDINAL JOINT DETAIL oo" —20 GAUGE OFFSET QUADRANT FASTEN TO SIDES OF DUCTS UNDER % MOUNTING BRACKET ON NOTES 2. FOR NON-STEEL DUCTS HANGERS TO BE ISOLATED TO PREVENT GALVANIC ACTION. % 00 1. USE SINGLE BLADE FOR DUCTS UP TO 12' HIGH 3. HANGERS SHALL BE SAME MATERIALS AS DUCTWORK BEING SUPPORT. 48"WIDE, OVER 48"WIDE TURN 61 /I INSULATED DUCT ONLY. AND LESS THAN 28' WIDE. 4. EXPANSION BOLT MINIMUM SIZE 1/4" (B.S.&A. FILE#390-58-SM OR#480-64-SM OR#481-64-SM) FOR UNDER BOTTOM FOR 2"AND FASTEN NOTE: DUCT NOTE: NOSING-o-I.IIIIIIi� LINER 2. USE MUL11PLE BLADES FOR DUCTS GREATER STONE CONCRETE ONLY. NOSING HAT SEC71ON INSTALLED WITH ENTERING, BUTTING & TRAILING r THAN OR EQUAL TO 28- AND/OR OVER 12" 5. 1/8"x 1"GALVANIZED IRON HANGERS 8'-0" ON CENTER FOR DUCTS 4 SO. FT.AND UNDER, 4'-0" ON EDGES OF LINER AT TRANSVERSE a HIGH. CENTER FOR DUCTS OVER 4 SQ. FT. IN AREA. NOSING TO CONCEAL LINER EDGES. % JOINTS TO BE COVERED BY NOSING I ff� — — 6. IN CINDER CONCRETE SLABS OR IN REPUBLIC ARCH. USE APPROVE SCISSOR TYPE HANGER HOOK F, 3. SEE SMACNA GUIDELINES FOR ROD QUANTITIES. DETAIL AT DAMPERS AND 5 (B.S.&A. FILE#A-61-63 SM). TRANSVERSE JOINT DETAIL DOOR— DUCT TURNING VANES FRAME LOW PRESSURE VOLUME DAMPER 2 TYPICAL DUCT HANGING DETAILS ACOUSTICAL DUCT LINER DETAIL ACCESS DOOR NOSING DETAIL SCALE: NTS SCALE: NTS 3 SCALE: NTS PROVIDE DUCT MOUNTED SMOKE DETECTOR AUTOMATIC AIR VENT PROVIDE VOLUME DAMPER IN MAIN DUCT FOR UNIT OVER 2000 CFM. SMOKE DETECTOR WITH GATE VALVE IN CINDER CONCRETE SLABS OR IN— WHEN THERE ARE NO FUTURE BRANCH TO BE PROVIDED AND WIRED BY ELECTRICAL REPUBLIC ARCH CONCRETE BEAMS. TAKE-OFFS (TYPICAL). CONTRACTOR AND INSTALLED BY MECHANICAL CONCRETE FLOOR SLAB CONCRETE SLAB— USE APPROVED EXPANSION BOLTS OR SCISSOR TYPE HANGER HOOK. 7 -evisions A 4' 144. , 4 . . — I . I :4 4 A. Z. A A' .4 % .4 A DISCHARGE DUCTWORK WITH A A F] F] TL�� - ACOUSTICAL LINING 1-2 ZCWS I I ­ 4 -c--1/8" x f GALVANIZED MAIN SUPPLY DUCT MAIN RETURN DUCT <�=l 1 1 > T :c—_ STEEL HANGERS FLEXIBLE CONNECTION ZCWR CONDENSATE DRAIN L L L J L LJ BALL VALVE 450 L W 4" MINIMUM 450 HUNG CEILING APPROVED EXPANSION BOLTS SECURE TO REINFORCING RODS seal & NE f I , 7 SOLENOID VALVE M) BSA #461-635M CINCH COLLAR LOCK BRANCH DUCTWORK 2 WAY CONTROL VALVE 31e DIA. MINIMUM HANGER 0 (TYPICAL). MODULATING tu VIBRATION ISOLATORS RODS WITH HEX NUTS AND COMBINATION BALANCING LOCK WASHER (TYP.) 00 STRAINER NTH ELBOW VALVE AND FLOW METER Sit 'I IL11 W W STATION (4) THREADED 3/4- HANGER 0 16 -I INN DOWN VALVE TYPICAL RODS (TYP.) --I-*— VOLUME DAMPER, SEE VOLUME SPRING NEOPRENE THERMOMETER <ey plan VERTICAL DAMPER DETAIL ISOLATOR A/C UNIT ---PRESSURE GAUGE WITH 6' HIGH ANGLE IRON GATE VALVE MOTOR FLOOR STAND T C) 1* CONDENSATE DRAIN .NOTES-.. UQUITECT DRAIN VALVE WITH FAN 1. SEE PLANS FOR DUCT SIZES. S CAPPED CONNEC11ON DUCTWORK AUXILIARY DRAIN PAN FLEXIBLE CONNECTION 6' UP AROUND ENTIRE UNIT BALL VALVE (TYP.) --lient TYPICAL RECTANGULAR SUPPLY AND RETURN DUCTWORK Dana Ben Ari & Nikola Duravcevic CHECK VALVE 82 Washington Avenue BRANCH DUCT CONNECTIONS TYPICAL A/C UNIT �PIPING DETAIL INLINE FAN HANGING SUPPORT DETAIL Brooklyn SCALE: NTS 5 SCALE: NTS CONDENSATE PUMP 6 SCALE: NTS \lY 11205 rchitects HD-024 Shenton Architects LLP 195 Plymouth Street SUPPLEMENTARY STEEL ANGLE OR CHANNEL Brooklyn SUPPORT WELDED TO BEAM FLANGE. ALL THREADED ROD SUPPORT ---:31- PRECHARGED PERMANENTLY \lY 11201 DAMAGED FIREPROOFING TO BE REPLACED SO FISH PLATTE LAY-ON SECURED TO STRUCTURE SEALED AIR CUSHION SO- IL AS NOT TO COMPROMISE BUILDING FIRE RATING. TOP OF SLAB 3/8- COPPER TUBING IN AN APPROVED MANNER AIR PRE-CHARGING 38 Jay Street, #501 SIZE OF STEEL TO SUIT EQUIPMENT WEIGHT. DOWN TO FL. DRAIN VALVE Brooklyn AUTOMATIC­31i V 11201 AUTOMATIC AIR ELIMINATOR: AIR GAP A 3tructural engineer 4 A 01 - A t AMTROL 720 APCO-200A CHANNEL STEEL SUPPORTS DUCT BRANCH,ACOUSTICALY A. WATER /'..'.�BACKFLOW PREVENTOR LINED OR WRAPED AS F 32 Old Slip, 10th Floor A---.1, Islew York REQUIRED BY SPECIFICATIONS 1" MIN OR PER MM. LAWLER MODEL RZ OR EQUAL nON STANDARD CONNEC (SEE DETAIL) �Y 10005 F3 HORIZONTAL STRAINER WITH B.S.A. 469-74-SM BLOW-OFF VALVE mep engineer I i BY-PASS GLOBE 'D) WELD THREADED ROD EXPANSION BOLT X FOR QUICK FILL WATER METER (IFREQ 2LS Consulting Engineers THREADED ROD SIZE TO FISH PLATE ALL 150 W. 30th Street New York, NY 1000 1 AROUND ROUND DUCT BRANCH WRAP DETERMINED BY SUPPORTED WITH 1"THICK FOIL SCRIM VOLUME DAMPER WEIGHT. (SEE SPECS FOR KRAFT INSULATION SPACING) TANGENTIAL 3 1/2"x 3 1/2"x 1/4" *A ENTRY A "41> STEEL ANGLE WELDED VIBRATION ISOLATION -ivil en (SEE SPECIFICATIONS) TO BEAM FLANGE AIR SEPARATOR­`*� _J_ _L gineer LIF11NG LOG DB Bennett 0 Inkberry Stre et UTILIZE STAINLESS STEEL WORM NOTES- East Hampton 1" NPT REMOTE AIR 3 1/2"x 3 1/2"x 1/4" DRIVEN CLAMPS AND UL INSULATED FLEXIBLE DUCTWORK STEEL ANGLE WELDED TO 1. SHOP DRAWINGS SHALL BE SUBMITTED TO PUMP SUCTION CONNECTOR OR PLUGGED \lY 11937 APPROVED MASTIC SEALANT HEAVY DENSITY 11" NPT CHARGING VALVE FOR ATTACHING FLEXIBLE DUCT NO ELBOWS GREATER THAN 300 PROMOLDED PIPE 2 1/2"x 2 1/2"x 1/4" SHOWING HANGER LAYOUTS AND LOADS urveyor TO SHEETMETAL DUCT. FROM THE VERTICAL PERMITTED INSULATION STEEL ANGLE FLANGE OF EACH HANGER. CALCULATIONS FOR \11�_150# FLANGE 4- & ABOVE r ASME PRECHARGING \lathan Corwin Land Surveyor (3 FT MAXIMUM RUN) HEAVY LOADS (100 LBS OR GREATER) OR r/ 1586 Main Rd. r ANY VARIATION IN HANGERS SHALL HAVE 6" BASE SCREWED 3" & BELOW COMPRESSION TANK Jamesport REQUIREMENT (TYPICAL) \lY 11947 THE SUBMITTED DRAWINGS AND CALCULATIONS SIGNED BY A LISCENSED BLOW DOWN TO FLOOR )roject title ft PROFESSIONAL ENGINEER. DRAIN SIZE PER MFR. AIR NITROGEN CUSHION SEE MFR. REQUIREMENT— VERTICAL E-ast Marion House HUNG CEILING PIPE '---WELD STEEL ANGLE 2. FISHPLATE DETAIL MAX. LOAD 300 LBS. FOR WHERE STRAINER ALTERNATE Rocky Point Road, East Marion, NY .%- BRACKET TO THE WEB 3. STEEL TO STEEL ANGEL DETAIL MAX. REQUIRED ..... ..... . TO FLOOR r" DRAIN Jrawing title SADDLE LOAD 400 LBS. OF THE I-BEAM AND ....... BORDER STYLE TO MATCH FIREPROOF 4. ANCHOR BOLT MAX. LOAD 60 LBS. STD, TAPPING .............. 4" CONCRETE PAD MECHANICAL CEILING TYPE 5. BEAM CLAMP DETAIL MAX. LOAD 300 LBS. COMPRESSION TANK W/AIR DETAILS SHEET 1 -OF 2 6. PROVIDE UNIT PRICE FOR EACH SEPRARATOR PRECHARGE ;tatus project no. TYPICAL PIPE DIFFERENT PIPE SUPPORT DETAIL. FASTEN C-CLAMP TO 9 �ERMIT E009-01-001 SCALE: NTS ;cale drawn by TYPICAL DIFFUSER CONNECTION WITH FLEXIBLE DUCTWORK HANGING DETAILS BEAMFLANGE. FIREPROOFING DIAPHRAGM TYPE �.T.S. By SCALE: NTS 8 SCALE: NTS SHALL BE RE-APPLIED AFTER a e page INSTALLATION OF CLAMP (AMTROL OR APPROVE EQUAL) 2,05.2016 12 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED rowing no. ON THE APPILICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REILIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE NTH APPILICABLE CODES. I Mm401 000 All dimensions to be checked :)n site. Do not scale. WATER STOP AND ANCHOR COLLAR NIPPLE WALL DRAIN CONNECTION (W) TEE FPT MINIMUM CLEANOUT PLUG BALL VALVE -e--VIBRATION ISOLATION MASON lid LINK—SEAL TYPE DRAIN PAN UNION BYPASS LINE *DN HS'. SEE SPECS. WALL SLEEVE MODEL—WS POURED IN PLACE X MINIMUM DROP PITCH SECURE TO BUILDING BEAM OR MISCELLANEOUS STEEL CHANNEL MOTOR WELDED TO BEAM 5" MINIMUM OR X/2 + 1" LEG— DISCHARGE MUST BE BELOW (WHICHEVER IS GREATER) LEVEL OF DRAIN PAN PRESSURE GAUGE oo� RETURN BEND N X NEGATIVE INTERNAL STATIC PRESSURE AT PAN INLET. BALL VA ECCENTRIC REDUCE]R1 L DRAW THRU UNIT t PLUG VALVE — LINK—SEAL TYPE STRAINER W/BLOW—OFF/ UNIONIV CHECK VALVE 7 WALL PENETRATION VALVE SEAL MODEL LS NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAPS. 2. PITCH DRAIN FOR PROPER RUN—OFF. 3. MANUALLY PRIME FILL TRAP BEFORE START UP TO FORM LINK—SEAL PIPE THRU WALL PENETRATION ASSEMBLY DETAIL INITIAL DRAIN SEAL 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND CONDENSATE OVERFLOW. 10 PIPE FOUNDATION SLEEVE DRAIN PAN WATER SEAL PIPING DETAIL IN-LINE PUMP DETAIL SCALE: NTS 11 SCALE: NTS 12 SCALE: NTS 0 (D X=12" FOR FLOOR MOUNTED UNITS X=3* FOR CEILING MOUNTED UNITS STRAINER W/BLOW PRESSURE GAUGE W DOWN VALVE LIQUID DETECTOR WIRED TO-- 0 X BALL VALVE (TYPICAL). AUTOMA11C SHUT DOWN AC UNIT. AUXILIARY DRAIN PAN. -evisions THERMOMETER (TYPICAL) AIR VENT DRY—COOLER L) R AQUASTAT AIR PURGE RELIEF VENT 30 PSI AC UNIT lit L GWS? 2t 10: VERTICAL EDGES TO BE 16 GAUGE GALVANIZED BALL VALVE (TMYPICAL)j J 1 1/2- HIGH NTH A 1/2 STEEL WITH ALL SEAMS seal & signatu CHECK VALVE __// HEM TURNED DOWN THE AND CORNERS WELDED OUTSIDE OF THE PAN FOR WATERTIGHTNESS. S" MAKEUP WATER AND CORNERS TO BE X FOLDED SIMPLEX PUMP LU PACKAGE W/BALL VALVE "[DRAIN BALL VALVE CLOSED EXPANSION TANK NOTES: BY AMTROL MODEL GWR2 DC-20-324 1. THIS DETAIL APPLIES TO- -FLOOR MOUNTED OR CEILING HUNG AC UNITS NTH <ey plan INTEGRAL CONDENSATE DISCHARGE PUMPS. —FLOOR MOUNTED OR CEILING HUNG AC UNITS NTH GRAVITY FLOW CONDENSATE DRAIN PIPING. T 2. FOR CEILING INSTALLATIONS, SUPPORT AC UNIT AND DRAIN PAN INDEPENDENTLY FROM STRUCTURE OVERHEAD. 3. PITCH DRAIN PAN TO LIQUID DETECTOR. PROVIDE 3/4' DRAIN AT LOW POINT. 13 DRY-COOLER SCHEMATIC PIPING DETAIL 4. PROVIDE AUXILIARY CONTACT OR LIQUID DETECTOR FOR SCALE: NTS INTERFACE WITH THE BUILDING MANAGEMENT SYSTEM WHEN SPECIFIED. lient Dana Ben Ari & Nikola Duravcevic 282 Washington Avenue 14 TYPICAL DETAIL OF AUXILIARY DRAIN PAN FOR AC UNITS Brooklyn SCALE: NTS qY 11205 rchitects Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 30- IL 38 Jay Street, #501 Brooklyn qY 11201 r tur(i—engin—eer Silman Associates 32 Old Slip, 10th Floor New York NY 10005 mep engineer 2LS Consulting Engineers 150 W. 30th Street New York, NY 100 0 1 -ivil engineer DB Bennett 20 Inkberry Street :-:ast Hampton qY 11937 urveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 :)roject title East Marion House Rocky Point Road, East Marion, NY drawing title MECHANICAL DETAILS SHEET 2 OF 2 tatus project no. DERMIT E009-01-001 ;cale dra—wn tly \ITS, BY ate page 2.05,2016 13 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. Mm402000 All dimensions to be checked on site. Do not scale. (EF-4) (EF-4) F-- F F----- F Ik i (150) (100) AC-2-1 AC-2-2 (100) (150) (700) 1(700) BEDROOM 4 BEDROOM 3 L BATHROOM 20,51 L�oa————J L LN ———— L-2,�T=o�—m�on J 2ND FLOOR x Z (DX-1) (EF-3) (EF-1) KITCHEN (KX-1) r C% n r'Ch n EXHAUST (OAF-1) L HOOD — 1 F-----I F F-----I F-- --I F-- F----- --1 F----- F -.i (150) 1 (50) (50) 1 1 (1000) L—.J (440) 10 AC-1-1 AC-1-2 AC-1-3 AC-C-1 AC-2-1 AC-2-2 (660) 1 10) 3 5 (350) L BATHROOM 107L J LKLAS E LR MJ m—o( 8 0 .L no— LEL— M�0—_J L�ED 109 _J 106 L_LIVIN ROOM INING BATHROOM 1 WCROOM FOYER101 EN SUN L L—BR LR- J L 10 J L J L OM J ROOM 1 9 J L —J L 1 ST FLOOR L r r— —— r— (250) (200) T I I T I I I I _L I TR� I f (555) (50) AC-1-1 (95) (345) f' AC-1-2 AC-1-3 AC-C-1 sc L———————————————— --=JICAL J LAUNDRY 002 MEDIA ROOM 005 PLAYROOM 008 BATHROOM 006 R 03— L———— ——-J L——— ——— L— —————-i L——————- evisions CELLAR AIR RISER DIAGRAM secl & s LA?-r CO S11 4W 6 <ey plan T DIFFERENTIAL PRESSURE SENSOR --lient Dana Ben Ari & Nikola Duravcevic 282 Washington Avenue Brooklyn qY 11205 rchitects Shenton Architects LLP 195 Plymouth Street Brooklyn M-16 M-1 5 M-14 M-13 �Y 11201 SO-IL 2ND FLOOR 58 Jay Street, #501 Brooklyn \lY 11201 structural engineer Silman Associates 32 Old Slip, 10th Floor \Jew York Y 10005 hd mep engineer 21-S Consulting Engineers New York, NY 10001 150 W. 30th Street M-4 M-5 M-6 M-7 M-8 M-9 M-10 M-1 I M-12 1 ST FLOOR :�Ivil engineer DB Bennett 2"HWS&R JP-2 20 Inkberry Street :-:ast Hampton qY 11937 M-1 M-2 M-3 surveyor M DIFFERENTIAL— MAKE-UP AS-1 P-1 Nathan Corwin Land Surveyor P 1 1586 Main Rd. PRESSURE COLDWATER EX-1 B-1 VALVE Jamesport CELLAR NY 11947 :)roject title East Marion House Rocky Point Road, East Marion, NY Jrawing title WATER RISER DIAGRAM- MECHANICAL RISER DIAGRAMS tatus project no. ERMIT E009-01-001 cale drawn by N.T.S. BY ate page 2,05.2016 14 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCA71ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE NTH APPUCABLE CODES. Mm501 00 4,11 di nensions to be checked :)n site. Do not scale. FAN SCHEDULE AIR SEPARATOR MANUFACTURER "BELL & GOSSET" EXT. FAN TAG LOCATION SERVICE CFM FAN STATIC WHEEL DRIVE MOTOR ELECT. DIMENSIONS WEIGHT MANUFACTURER/ WORK TYPE PRESS. DIA. TYPE HPAIV BHP RPM V/O/Hz (LxDxH) (LBS) MODEL COMMENTS UNIT NO. SERVICE LOCATI HEIGHT CAPAC. OPERATING CONNECT. MODEL (IN.W.G.) (IN) ON (IN) DIAM.(IN) GPM (GAL) PRESS. WEIGHT (IN) NO. REMARKS TX-1 GROUND CELLAR 100 IN-LINE 0.5 DIRECT 1/4 115/1/60 58 GREENHECK (PSIG) FLOOR .06 1725 1 1 1 1 1 1 1 1 1 SQ-97-VG WATER LEVEL 40 SQ-80-VG HOT CELLAR OAF-1 CELLAR MER 250 IN-LINE 0.5 DIRECT 1/6 .06 1725 115/1/60 - 59 GREENHECK - AS-1 EF-1 GROUND RESTROOM 100 IN-LINE 0.5 - DIRECT 1/4 115/1/60 - 58 GREENHECK - FLOOR .06 1725 SQ-97-VG EF-2 GROUND RESTROOM 150 IN-LINE 0.3 - DIRECT 1/6 115/1/60 - 44 GREENHECK - FLOOR .03 1725 SQ-70-VG CONDENSATE PUMP SCHEDULE EF-3 GROUND RESTROOM 150 IN-LINE 0.3 - DIRECT 1/6 �06 115/11/60 - 44 GREENHECK - FLOOR - 1725 SO-70-VG TOTAL MOTOR BASIS EF-4 SECOND RESTROOM 150 IN-LINE 0.3 DIRECT 1/6 115/1/60 - 44 - TAG TYPE LOCATION SERVICE GPH WATTS AMPS VFD ELECTRICAL FLOOR .06 1725 GREENHECK LIFT RUN REMARKS OF SECOND - - SO-70-VG NO FT HP SERVICE DESIGN EF-5 FLOOR RESTROOM 150 IN-LINE 0.3 DIRECT 1/6 .06 1725 115/1/60 - 44 GREENHECK - CP-1 CONDENSATE PUMP SECOND FLOOR AC-2-1 309 12 6.0 NO 115/1/60 HARTELL A3 GROUND KITCHEN 1000 IN-LINE 0.75 DIRECT 3/4 115/1/60 - SQ-70-VG CP-2 CONDENSATE PUMP SECOND FLOOR AC-2-2 1 309 1 12 6.0 NO 115/1/60 HARTELL A3 KX-1 FLOOR .5 2200 64 GREENHECK - I SQ-99-VG DX-1 GROUND DRYER 200 IN-LINE 0.5 - DIRECT 1/6 115/1/60 - 59 GREENHECK - FLOOR .05 1 1725 SQ-80-VG EXPANSION TANK MANUFACTURER "BELL & GOSSET" RF-1-1A CELLAR AC-1-1 900 IN-LINE 0.3 - DIRECT 1/4 .1 1 1725 115/1/60 - 45 GREENHECK - CELLAR AC-1-1 400 IN-LINE 0.3 - DIRECT 1/6 115/1/60 - SQ-100-VG - HEIGHT WORK RF-1-1B .05 1725 47 GREENHECK UNIT NO. SERVICE LOCATION DIAM.(IN) GPM CAPAC. PRESS OPERATING CONNECT. MODEL REMARKS CELLAR I I SQ-90-VG (IN) (GAL) (PSG)* WEIGHT (IN) NO. RF-1-2 AC-1-2 1100 IN-LINE 0.3 - DIRECT 1/2 .1 850 115/1/60 - 132 GREENHECK - FIRST AC-1-3 700 IN-LINE 0.3- - DIRECT 1/4 115/1/60 - SQ-160HP-VG HOT CELLAR RF-1-3A FLOOR .07 1100 81 GREENHECK ET-1 WATER LEVEL 40 FIRST AC-1-3 E700 IN-LINE 0.1 3 - DIRECT 1/4 1 115/1/60 - SQ-140HP-VG RF-1-3B FLOOR .07 1100 81 GREENHECK SQ-140HP-VG NOTES: PIPING MATERIAL 1. CONTRACTOR TO PROVIDE COMBINATION STARTER/DISCONNECT SWITCH AS REQUIRED. 2. TX-1 FAN TO BE CONTROLLED BY THE LOCAL LIGHT SWITCH FOR THE RESTROOM. SCHEDULE PIPING FITTING 3. OAF-1 FAN TO OPERATE WHEN THE AIR CONDITIONING UNIT AC-1 IS IN OPERATION. SERVICE SIZE MATERIAL WEIGHT STANDARD JOINT SCHEDULE TYPE 2"& HARD TYPE ASTIM BRAZE OR PIPE MATERIAL PIPE SIZE JOINT TYPE FITTING FITTING COLD CONDENSATE BELOW COPPER 'L' A88 SILVER MATERIAL CLASS DRAINS, SOLDER RADIANT FLOOR MANIFOLD SCHEDULE MISCELLANEOUS - SOLDER 95-5 DRAINS AND SCHEDULE ASTIM A53 WELDED TfNANTIMONY MANIFOLD/ZONE DATA BASIS OF DESIGN OVERFLOWS 2 1/2"& :;ALVANIZEE 40 SEAMLESS ASTM B32 GR 95 ABOVE STEEL GRADEB TA WROUGHT 300 PSIG AT UNIT NO. SERVICE AREASERVED UMBER OF FLOW HEAD REMARKS COPPER OR 100-F, 150 ZONE CONTROL RATE LOSS TUBE TUBE TUBE MANUFACTURER VENDOR REFRIGERANT(AIR BRAZE SILVER SOLDER CAST COPPER PSIG AT 250-F LOOPS (GPM) FT) TYPE SIZE SPACING COOLED AND HARD TYPE ACR ASTM B280 OR OR ASTM B32 GR 95 COMMERCIAL ALL COPPER REFRIGERAN1 ASTM B-88 SOLDER COPPER TUBING 4"& TS REFRIGERATION) OR TYPE'L' HARD DRAWN SMALLER M-1 RADIANT FLOOR ZONE 1 MEDIA ROOM ZONE VALVE 2 1.1 1.1 hePEX 3/4" 12" UPONOR WALES DARBY - M-2 RADIANT FLOOR ZONE 2 BATHROOM ZONE VALVE 1 0.3 0.3 hePEX 3/4" 12" UPONOR WALES DARBY - BLACK SCHEDULE ASTM A53 OR SOCKET KITCHEN 2"& STEEL 40 A106 WELD 450 PSIG AT BELOW SEAMLESS BRAZING WROUGHT 1 00'F TO M-3 RADIANT FLOOR ZONE 3 FAMILY ROOM ZONE VALVE 3 2.3 2.7 hePEX 3/4" 12" UPONOR WALES DARBY - REFRIGERANT GRADE B COPPER 200'F, 150 PSIG AT 250'F M4 RADIANT FLOOR ZONE 4 MASTER BEDROOM ZONE VALVE 2 1.5 2.7 hePEX 3/4" 12" UPONOR WALES DARBY - VENT 2 1/2"& BLACK SCHEDULE ASTM A53 OR WELDED M-5 RADIANT FLOOR ZONE 5 MASTER ZONE VALVE 1 0.4 0.4 hePEX 3/4" 12" UPONOR WALES DARBY - ABOVE STEEL 40 Al 06 BATHROOM SEAMLESS COPPER TUBING SOLDER 15-5-80 M-6 RADIANT FLOOR ZONE 6 BEDROOM 1 ZONE VALVE 1 0.5 0.8 hePEX 3/4" 12" GRADE B HARD DRAWN 4"& SILVER WROUGHT UPONOR WALES DARBY - REFRIGERANT SMALLER PHOSPHOROUS COPPER STANDARD - ALL HARD TYPE ASTM BRAZE OR SYSTEMS TYPE COPPER AWS A5.8 M-7 RADIANT FLOOR ZONE 7 BEDROOM 2 ZONE VALVE 1 0.5 0.8 hePEX 3/4" 12" UPONOR WALES DARBY - AUTOMATIC AIR VENT COPPER W B88 SILVER ACR OR BRAZING -evisions SOLDER M-8 RADIANT FLOOR ZONE 8 BATHROOM 2 ZONE VALVE 1 0.4 0.4 hePEX 3/4" 12" UPONOR WALES DARBY - NOTES: M-9 RADIANT FLOOR ZONE 9 LIBRARY/DINING ZONE VALVE 5 5.0 4.0 hePEX 3/4" 12" UPONOR WALES DARBY - 1. REFER TO SPECIFICATIONS FOR MORE INFORMATION. NOTES: M-1 0 RADIANT FLOOR ZONE 10 LIVING ROOM ZONE VALVE 5 5.0 4.0 hePEX 3/4" 12" UPONOR WALES DARBY - 1. REFER TO SPECIFICATIONS FOR MORE INFORMATION. M-1 1 RADIANT FLOOR ZONE 11 KITCHEN ZONE VALVE 3 2.4 2.1 hePEX 3/4" 12" UPONOR WALES DARBY - ELECTRIC HUMIDIFIER SCHEDULE M-1 2 RADIANT FLOOR ZONE 12 SUNROOM ZONE VALVE 2 1.6 2.4 hePEX 3/4" 12" UPONOR WALES DARBY - WINTER AIR DATA DUCT STEAM DIMENSIONAL DATA ELECTRICAL DATA ELECTRICAL DATA M-1 3 TAG SERVICE CFM EAT LAT SIZE RATE LxV\b(H SHIPPING OPERATING MCA MOP ELECT. 3eal & signature RADIANT FLOOR ZONE 13 BATHROOM 3 ZONE VALVE 1 0.7 1.3 hePEX 3/4" 12" UPONOR WALES DARBY - DBIWB DB/WB (LB/HR) (IN.) WEIGH VVEIGHT(LB: (AMPS) (AMPS) V/O/Hz MANUFACTURE MODEL NO. REMARKS ('F) ('F) (LB) M-14 RADIANT FLOOR ZONE 14 BATHROOM 4 ZONE VALVE 1 0.7 1.3 hePEX 3/4" 12" 1 UPONOR WALES DARBY - H-1 AC-1-1 1,300 SEE PLANS 14.0 24 30 208/1/60 ARMSTRONG EHU-701 CM 24 OF NiPE� LAT M-1 5 RADIANT FLOOR ZONE 15 BATHROOM 3 ZONE VALVE 1 0.5 0.9 hePEX 3/4" 12" UPONOR WALES DARBY - H-2 AC-1-2 2,100 SEE PLANS 24.0 40 50 208/1/60 ARMSTRONG EHU-701 CM 40 CO H-3 AC-1-3 W M-16 RADIANT FLOOR ZONE 16 BATHROOM 4 ZONE VALVE 0.7 1.9 hePEX 3/4" 12" UPONOR WALES DARBY 1,800 SEE PLANS 19.0 32 40 208/1/60 ARMSTRONG EHU-701 CM 32 CO) fu NOTES: 7 PROVIDE CONTROL TRANSFORMER. 2. PROVIDE DUC-MOUNTED HUMIDITY SENSOR. st 3. UNIT TO BE CONTROLLED TO MAINTAIN LEAVING AIR RELATIVE HUMIDITY OF 50%RH(ADJ.) <ey plan 4. PROVIDE HIGH LIMIT HUMIDITY ALARM. 5. PROVIDE AIRFLOW SWITCH--FLOW SVVITCH TO PROVIDE ON BEFORE HUMIDIFIER CAN BE ENABLED. AC UNIT SCHEDULE GRILLE, REGISTER AND DIFFUSER SCHEDULE T UNIT EXT. COOLING CAPACITY ELECTRICAL DATA MANUFACTURER& NO. AREA LOCATION TYPE TOTAL SP EAT EAT TOTAL SENSIBLE LAT LAT EER @ AHRI COMMENTS SERVED CFM IN.W.C. DB(oF) VVB(oF) MBH MBH DB(oF) WB ff) VOLT/PH/HZ FLA MCA MODELNUMBER DESIGNATION TYPE REMARKS BASIS OF DESIGN AC-C-1 CELLAR CELLAR VERTICAL 1200 80 67 35.6 26.6 59.2 57.3 208/1/60 2.8 4.0 TRANE 12.5 FID-1 SUPPLY FLOOR GRILLE TITUS GAM5AOB3OM21SA J'THICK BARS, 0' DEFLECTION,j'SPACING, 3"DUCT WIDTH, BORDER C1 MODEL CT-481 AC-1-1 BEDROOM CELLAR VERTICAL 1200 TRANE LD-1 LINEAR SLOT DIFFUSER FLOWBAR, 1-1/2"VMDE SLOW, 2 SLOT, BORDER 11 MODEL FL-15 I - 80 67 35.6 26.6 59.2 57.3 208/1/60 2.8 4.0 GAM5AOB3OM21SA 12.5 SG-1 SUPPLY GRILLE 0.75" BLADE SPACING,35- DEFLECTION MODEL 30ORL AC-i-2 BEDROOM CELLAR VERTICAL 2000 80 208/1/60 TRAINE EG-1/RG-1 EXHAUST/RETURN GRILLE 0.75"BLADE SPACING, 35' DEFLECTION MODEL 350RL 67 57.6 44.8 58.9 57.6 5.5 7.0 TAM7BOC6OH51SA 11.7 NOTES: :Aient AC-1-3 KITCHEN/ 1600 TRANE 1. COORDINATE WITH ARCHITECT FOR FINAL COLOR. Dana Ben Ari& Nikola Duravcevic SUN ROOM CELLAR VERTICAL 80 67 48.1 37.0 58.3 57.2 208/1/60 6.0 8.0 GAM5AOC48M41SA 12.0 2. DIFFUSERS TO BE SUITABLE FOR TYPE OF CEILING. 282 Washington Avenue AC-2-1 BEDROOM 2ND FLOOR VERTICAL 600 80 67 18.3 13.4 59.0 57.0 208/1/60 2.0 3.0 TRANE 12.2 3. NECK SIZES AND AIRFLOW ARE INDICATED ON DRAVMNGS. Brooklyn I GAF2A0A18S11SA IY 11205 BEDROOM 2ND FLOOR VERTICAL 600 80 67 18.3 13.4 59.0 57.0 208/1/60 2.0 3.0 TRANE 12.2 GAF2AOA18SllSA rc itects NOTES: Shenton Architects LLP 1. AC UNITS SHALL BE PROVIDED WITH EXTENTEE)RANGE/LOW TEMPERATURE PACKAGE. 195 Plymouth Street 2. AC UNITS SHALL BE PROVIDED VVITH CONDENSATE PUMPS. Brooklyn 3. AC UNITS SHALL BE PROVIDED WITH DISCONNECT SWITCH. \IY 11201 SO- IL PUMP SCHEDULE 38 Jay Street, #501 Brooklyn FLUID DATA PUMP DATA MOTOR DIMENSIONAL DATA BASIS OF DESIGN SPLIT AIR CONDITIONING SCHEDULE CONDENSER SECTION �Y` 11201 OUTDOOR UNIT POWER SUPPLY - UNIT NO. SERVICE LOCATION TEMP TDH OPERATING DRIVE TAG (SEE NOTES) FAN WEIGHT structural engineer ('F) FLUID GPM (FT) PRESSURE TYPE BHP RPM NPSH TYPE HP RPM V/PH/HZ TYPE LxWxH WEIGHT REMARKS NO STARTER EMERGENCY EER COP (HP/AMPS) (LBS) MANUFACTURER MODEL# MEA# Silman Associates (PSI) REQ. (FT.) (IN) (LB.) MANUFACTURER MODEL NO. SERVICE MCA OCIP BY POWER 32 Old Slip, 10th Floor I '4ew York P-1 HOT WATER BASEMENT 180 WATER 40 20 150 INLINE 0.42 1750 ODIP 0.5 1750 115/11 /60 DIRECT BELL& 608 2,3 ACCU-C-1 208/3 22.0 - MFR NO - - 0.125/0.64 156.0 TRANE 4TTR4036 - NY 10005 GOSSETT P-2 RADIANT FLOORS BASEMENT 180 WATER 20 25 150 INLINE ACCU-1-1 208/3 22.0 - MFR NO - - 0.125/0.64 156.0 TRANE 4TTR4036 - mep engineer 3450 ODP 0.33 3450 115/1 /60 DIRECT TACO 2445 1,2 ACCU-1-2 208/3 31.0 - 2LS Consulting Engineers NOTES: MFR NO - - 0.2/0.95 211.0 TRANE 4TTR4060 - 150 W. 30th Street �Jew York, NY 10001 1. PROVIDE DISCONNECT AND PUMP-MOUNTED VFD. ACCU-1-3 208/3 24.0 - MFR NO - - 0.2/0.95 189.0 TRANE 4TTR4048 - 2. PROVIDE DOWNSTREAM DIFFERENTIAL PRESSURE TRANSMITTER. PUMP TO BE CONTROLLED TO MAINTAIN DOWNSTREAM DIFFERENTIAL PRESSURE OF 4 PSIG(ADJ.). 3. PROVIDE DISCONNECT AND STARTER. ACCU-2-1 208/3 9.0 - MFR NO 0.2/0.95 133.0 TRANE 4TTR4018 - T 06/0.60 133.0 TRANE 4TTR4018 - engineer HOT WATER BOILER SCHEDULE (NATURAL GAS) ACCU-2 2 208/3 9.0 MFR NO DBBenneft HEATING MAX WATER DATA FUEL DATA ELECTRICAL DATA DIMENSIONAL DATA BASIS OF DESIGN 20 Inkberry Street UNIT NO. LOCATION TYPE INPUT OUTPUT EFFICIENCY 3URFACE(SQ OPERATING MIN. INLET MAX. INLET NOTES: :-:ast Hampton (MBH) (MBH) (%) FT.) PRESSURE EWT('F) LVVT('F) GPM PRESSURE FUEL TYPE PRESSURE PRESSURE V/PH/HZ LXWXH(IN.) OPERATING REMARKS 1. MCA=CIRCUIT AMPS(FOR WIRE SIZING): OCIP MAXIMUM OVERCURRENT Y 11937 (PSI) DROP(FT.) (IN H20) (IN H20) WEIGHT(LB.) MANUFACTURER MODEL NO. PROTECTION AMPS. BASED ON ACTUAL UNIT,ACCESSORY AND COIL LOSSES AND SPECIFIED FINAL FILTER APD. BASEME 160 180 37.9 2. UNIT TO COME WITH HOT GAS BYPASS AND QUENCH VALVE surveyor PROPANE 10 14 120/1 /60 23.7"Wx 27.1"Dx 44.5"H VIESMANN B2HA112 3. UNIT TO HAVE FLOODED LOWAMBIENT CONTROL �Jathan Corwin Land Surveyor B-1 INT I PROPANE 399 371 93.9 36.70 80 T 4. UNIT TO HAVE PAINTED CABINET NOTES: 1586 Main Rd. 5. UNIT TO COME VVITH OIL SEPARATOR Jamesport 1. PROVIDE DISCONNECT. 6. CONDENSING UNIT TO COME WITH OUTDOOR MOD KIT MY 11947 2. PROVIDE MANUFACTURIER'S CONTROLLER WITH BACnet INTERFACE. 3. PROVIDE TYPE IV(AL29C) FLUE VENT KIT UP TO ROOF VATHIN EXISTING CHIMNEY,AND PVC INTAKE PIPE TO OUTDOORS. :)roject title 4. PROVIDE RELIEF VALVE VENT TO OUTDOORS. 5. PROVIDE CONDENSATE NEUTRALIZATION TANK. :-:ast Marion House :Zocky Point Road, East Marion, NY ELECTRIC DUCT HEATER SCHEDULE Jrawing title DUCT M NO. ELECTRICAL MANUFACTURER/ MECHANICAL DESIGNATION LOCATION SERVICE SIZE CF KW OF V/O/Hz MODEL COMMENTS STAGES SCHEDULES EDH-1 CELLAR FRESH AIR 12X6 250 5.0 1 208/1/60 PROVIDE ADJ. fil I I I I I I I INDECCO THERMOSTAT t!J tatus project no. ELECTRIC DUCT HEATER SCHEDULE(TYPICAL FOR EACH HEATER): DERMIT E009-01-001 ;cale drawn by 1. PROVIDE FACTORY SUPPLIED DOOR INTERLOCK DISCONNECT SWITCH, PRESSURE DIFFERENTIAL AIR FLOW SVVITCH, MERCURY TYPE BY CONTRACTOR, DUCT SENSORS AND ANY REQUIRED CONTROL CONTACTS AND TRANSFORMERS. 2. REFER TO EQUIPMENT SPECIFICATIONS FOR ADDITIONAL INFORMATION. ate page 2.05.2016 14 of 14 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. M =601 100 ' All dimensions to be checked on site. Do not 000|e. yo I F � I � ;J= Ll 0 � DANEL LP-2 _,T SECOND FLOOR PART PLAN SECOND FLOOR KEY PLAN revisions 200A PANEL LP-1 seal & sig CO El 11 088 p El 11 key pion 0 client � � --- -- -- -- -- Dana Ben Ari &Niko|nDumavcovic FIRST FLOOR PART PLAN 282Washington Avenue FIRST FLOOR KEY PLAN Brooklyn NY 11205 ---'itno--- --- --- - --- GhentonAnohitoctaLLP 195 Plymouth Street Brooklyn NY 11201 SO' |L G8Jay Street,#SU1 Brooklyn N1'112U1 ---' tur---ngin--- --- ---- - 8i|manAuaudabea 32Old Slip, 1OthFloor New York NY 10005 rnep engineer DLGConsulting Engineers 150 W. 30th Street r2 4ft New York, NY1UDO1 oivi| eng|neor DB Bennett 200A PANEL LP-B 2O |nkborryStreet East Hampton COMBO. METER-SWITCH NY 11937 600A PANEL PP-B surveyor Nathan Corwin Land Surveyor 16BGMain Rd. Jomenport NY 11947 project title East Marion �� U����� U�K���U��� House Rocky Point Road, East Marion, MY ELECTRICAL ~ EQUIPMENT PLANS status project no. PERMIT E009-01-001scale � ---' --- --- drawnby ---' AS NOTED NIM BASEMENT LEVEL PART PLAN __ __ oore page BASEMENT LEVEL KEY PLAN 02'05^2016 XofY All dirnen5ion5 to be checked on site. Do not 3cale. LP-2 120/240V 10, 3W+G 100A MLO SECOND SITE MOUNTED STANDBY GENERATOR- GARAGE PROPANE, 120/24OV, 10, 3W+G, 20kW IN WEATHERPROOF ENCLOSURE.--- LP-1 LP-G 120/240V 120/240V 10, 3W+G 10, 3W+G GROUND FIRST 200A MLO X 1 OOA MCB TO BASEMENT A/C UNITS INCOMING AND HUMIDIFIERS ELECTRIC >— SERVICE PP-13 LP-B AT8 EP-B 120/240V 120/240V 120/240V 10, 3W+G 10, 3W+G 10, 3W+G 600 BASEMENT MLO 200A MLO 1 OOA 100A MCB revisions — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ELECTRICAL DISTRIBUTION SCHEMATIC: - - - - - - - - - - 1. PANEL PP-B SHALL SERVE THE FOLLOWING: — — — — — — — — — — 0 ALL OTHER PANELS,AS INDICATED ON THE RISER DIAGRAM. — — — — — — — — — — 0 FOUR (4)A/C UNITS AND THREE (3) HUMIDIFIERS LOCATED IN THE BASEMENT. PROVIDE FUTURE PROVISIONS FOR FEED TO FUTURE GUEST HOUSE/POOL. 2. THE STANDBY POWER SYSTEM (20kW GENERATOR, ATS, AND PANEL EP-B) SHALL SERVE seal & signature THE FOLLOWING: THE WELL PUMP (COORDINATE WITH SITE/CIVIL ENGINEER) NE THE DOMESTIC WATER SYSTEM (PUMP AND FILTRATION UNIT) LAT7',P- • THE DOMESTIC HOT WATER SYSTEM (WATER HEATER AND RE-CIRCULATING PUMP) • THE HEATING HOT WATER SYSTEM (BOILER AND ASSOCIATED PUMPS) Cr • BASEMENT PANTRY AND MAIN KITCHEN REFRIGERATOR/FREEZERS W • STAIR LIGHTING AND MINIMAL GENERAL LIGHTING ON ALL LEVELS tu • MAIN KITCHEN COUNTERTOP RECEPTACLES • ONE (1) RECEPTACLE IN EACH BEDROOM, LIVING ROOM, DINING ROOM 3. PANEL LP-B SHALL SERVE THE FOLLOWING: • BASEMENT LAUNDRY EQUIPMENT • BASEMENT MECHANICAL/PLUMBING EQUIPMENT NOT PREVIOUSLY LISTED (RETURN key plan FANS, EXHAUST FANS, ETC.) • BASEMENT GENERAL LIGHTING AND RECEPTACLES NOT CONNECTED TO THE STANDBY POWER SYSTEM 4. PANEL LP-1 SHALL SERVE THE FOLLOWING: T MAIN KITCHEN EQUIPMENT FIRST FLOOR MECHANICAL EQUIPMENT(RETURN FANS, EXHAUST FANS, ETC.) FIRST FLOOR GENERAL LIGHTING AND RECEPTACLES NOT CONNECTED TO THE STANDBY POWER SYSTEM 5. PANEL LP-2 SHALL SERVE THE FOLLOWING: • SECOND FLOOR MECHANICAL EQUIPMENT (A/C UNITS, CONDENSATE PUMPS, FANS, ETC.) F • SECOND FLOOR AND ROOF TERRACE GENERAL LIGHTING AND RECEPTACLES NOT CONNECTED TO THE STANDBY POWER SYSTEM. client 6. PANEL LP-G SHALL SERVE THE FOLLOWING: Dana Ben Ari & Nikola Duravcevic • GARAGE LIGHTING AND RECEPTACLES 282 Washington Avenue • GARAGE DOOR MOTORS Brooklyn MECHANICAL FLUID COOLER UNIT(FC-1), SITE MOUNTED ADJACENT TO GARAGE. NY 11205 — — — — — — — — — — architects Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO-IL 68 Jay Street, #501 Brooklyn NY 11201 RrLTc_tur_al e—ngi—neer— Silman Associates 32 Old Slip, 10th Floor New York NY 10005 — — — — — — — — — — mep engineer 2LS Consulting Engineers 150 W. 30th Street New York, NY 1000 1 — — — — — — — — — — civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 — — — — — — — — — — surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title ELECTRICAL RISER DIAGRAM status project no. 171 PERMIT E009-01-001 — — — — — — — — — — scale drawn by NOT TO SCALE MM �_ate T — — — —pa—ge 02.05,2016 X of Y THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICATION SPECIFICA11ON SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED Em501 100 OR IN ACCORDANCE WITH APPLICABLE CODES. I I All dimensions to be checked :)n site. Do not scale. RESCheck Software Version 4.6.2 7_0(_:tfl_o nir- Section nts/A5sumptions Plans Verified Field Verified REScheck-Software Version 4,6,2 i roundlatihohillnspectfon� c7cirriplies? Complies? _Commerlt�/Assurnptlons Corrime Fram Ing I Roug h-In lnspectlo,n� value Value &Req.1D ; U flcornpiils5 ,See the Envelope AS�S-embiies 012.1 A protective covering is�installed to ,Elcornplies ReciviretTierit will be rnet� U_ COMPliance0ertificate Inspection Checklist �3 432.1,,1, Door U'factor, protect expbsed exter�&insulation 110o6ilrllot 0 4FO1.1]2' i table Fbr values, 402.3.4 -ni nimurn of 6 In,be 11 UD es Not .Fixed:Metal Frame:Double Pane 443 0.360 159 Energy Code: 2009 IECC and extends a r -low [FRI grade.- UNot Ob:gervoble :t3Nbt ObsoeV�nlble -Orientation'.Left side "01,16t Applic',able 'ON Ap;Icabe dir-Offierits: 73.W%V�ere addressed direttl ftw - Rel in this RESChec' So are ct p Terrace South-Wood Frame,2411-o c. 181 0�0 315 0-,026 3 �4()3.8 Snow-and ire-melting systern controls;nCornpli,es Exception-Requirement is hot applicable, (area fghted U- U_ ;0complies Project East Marion orientation.Front Text in the 0CornmlJntsJAssurnptlohs"calUmn ls:provided by the User In the AES(fheck Requirements screen,-rot-each !Glazing 1-1-fatter -we the Envelope AssembUes �!E]Do6s Not requirement,the us6r certifies that a'tode reouirement will be met and how that is clocurrented,orthat z�n exc�ptirin 4D2.3.1, 4veraqe�, Llbce�Not table fbrvalueg� -bou6le PA n-e 1-8 40233, Operable: Metal Frame: Energy Code 20091ECC OHentation:Front is being claimed. Where compliairce Is itemize'd in a separate-table, a reference to that table is provided. :LJNoLObservabfe, 402.5 []Not Applicebte Location-, New.York County, New York Fixe&Metal Frtirne:Slngle Pane 52 015,60 -_19 [FR211 Section p onlPlan review I led Additional CommentslAssumptions: value Value Comp Fes? Comm onts/Assumptions 7­ Terrace North:Wood Frame,24"o�c. 172 0.0 315 0.026 3 & UttS ,Project Typo: New Construction 3 D3.1 3 :,U-factlirs of fenesti'ation p-od Utiom es 'Requirement wN be met. I - I �I Pli Orientation-,Back i Orientation,Front Plans Verified Single-family R IDI 2 �ConStrlctibn draWings and Orientation` Bldg.faces 180 deg from North 103. :DComplies Will be met. I FR411 are-determined in accordance, 4�.Solid lboos Not boor - �Oacie5 Not' With the NFRC test procedure or monstrate- 40 :6,650 -26 JPR111 documentation de .Conditioned Floor Area: 5'822 ft2 Orlenta'tion�back energy code' 'Glazing Area compliance for the taken 0orn the default'table, T]Ncit Applicable []Not Ob5er�415le ,bulildlrig erivelapb: 3;% Tbreace East:Woijd Firimb;24"b t. 172 0.0 33.5 0�026 - 3 LINot Applicable 'Skylight Vactor. Cbmplies 'See the Erivertipt,Assemblies� ,Climate Zone: 4 (5499 HDD) Orlientation-Right side 402.11, U U '0 Permit bate: Operable: Metal frame:Double Pane 0 1.360 61 103.21 :C`6nstrucf16n dravyings,and Dcomplies Require M� ent will be met., :oDoes Not table for valijes, 403.7 ,d6cUmentatio-n d0krhonstfal:6 CID-0es Not 402.5 Orientati-on:Right Side- Permit Number; f PU 11 ;:ent-toy code-Compifance for :ONot observable �C]Not Observable '�Orfcrt Applicable Fixiid:Mbtal Flran*Double Pane- -14 4 , �­ - . - JIghting and ftiechar 'Systerris Serving mUltiple t: torstruction Site: Owner/Agent: Designer/Contractor., _Orientaton:�Riqhtsicle Appircabte Dcomplies Terrace Westi'Wood Frame, 24"o c. 0,0 ns 0.026- 5 dwelling units.must demonstrate 4023.5 :Sunroorns enclosing conditioned U-_ U__ plian-ce with th -commercial [FR811 'Space have a.maxinrium orientation:Left side :,C]Dces Not: 1.1-factor of 050 in �-code. 10 iclriot Observable Floor I-Other Floor:Over Uncondietoned Space 3.�97 §0 0 :Climate Zones 4-8.New glazing A03.6 Heating and cooling eqOprrent is: He�tlng�, Heating,, :13Complies Requirement will be met, 'LlNot Appllcdblo� :Separating the sunroorn from I�R212 'sized per ACCA Manual S based Stuffir Stuthr o -i ;conditioned space:must rneet- on loads��er ACCA Manuall or Co�npl4ntOStat&rinnti The iirdoinscd building dmrgn desdribtd here-is contigtehtmith the bulldlng plans,9porificatibris,and other Does Not 7 -Cooling: Coolino: 'code requirements; rnplinr4c�,: 25.9%RetterThan Code - calculations:5ubmitted with the permit application,The proposed building has been designed to rneet the 2009 fECC r0quirerrientsfn ONot Observable Cc' Mtj'xtn�urn UA� �'1876, Your Uk .1391 ot1her approVed triethods, RESCheck YerslonA.6.2 and to comply with the mandatory requirernerilLs listed in(he REScheck Inspectio n Checklist. Btu,/hr- BtuJhr_ LINot Applicable i5unr U 402.3.5 6oms enCI05inh conditioned U_ The Betterl)T WVS�Than.code!lrid6 re�ects i-idw n5se to 6rrp!ianc�fhii hou�`p is basL�'d on cage tradL­,iff rules. It DOES NOT prpwd�an"tim�ke of 0-rgy we orco,,t n4alive to a mir.imorn-code fir.mg, JFR911 ;spacie have a Maximum Skylight :[]Does Not �U-factor of 0.75 in Climate Zones hNot ohsei�vab:le Name-Title .5ignature Date 'Additional Comments/Assumptions: EtWelope-Asse-MbIl Not'Applicable Jes 402�4�4 'Fenestration that is not site built es Requirement will be met. 77, -71cimoli - (FA201I 'is Ilsted and labeled as mpptfng ElDoes Not Px WOMAICSA 101/1.5.2/A440 nNot Infiltrattah rates per NFRC -11NotAppIl able 400 that do not exceed code c Roof:Steel Truss: 4,449 0.0 4019 9.023 -82, Skylight 1!Other 37� OJI40 i4f AC-rated recessed tig'hitin§fixtures� []Complies �Requlrement Win be met '[]Does Not [FRiG11 -'sealed at hou5ing/inte'dor finish Green Roof�other 499 0380 and labeled to Indicate-_j.0 cfm [3rlot�dbservabie i leakage:at 75 Pia� Solid wall south�Wood rrarne,24"o c. 1.464 0.0 13.5 0.026: 22 ��­J]Not Applicable OFiertation:Front 'Supply ducts in attics are R- 403.2.1 R- Operable:Metal Frame,-.Double Pane with Low-E ISO 0360 155 [FR1211 insulated'to All other-ducts Orientation:Front ;In Unrohdltloned spaces,or ;0Does Not �Orlotbbservable 'fixed-Meta Ur�me:Dotibte Parie W�th Low-E 426 o.�66 15� poutside the b�jilding envelope are' Orientation;Front �'insulated to itll�6. :E]Not Applicable 'Ali joints and seams of :942quirement wN be rTieL. solid wall north�Wood Frame,24'o,c. 1.259 10.0 315 0�026. :29 4D3.2.2 air ducts Orientation:Back (FR13)1 ;air handl�rs filter bclx'c�,and :AJD06s Not �buildlng cavities kised as return Observable nxc�d-._Metal Frarne006-ble Pane-with Low-E lj2 0360 .48 duclIts,are sealed. -Orientation:Back Not Applicable Sbild Emt�Wood Fra�rhe, 241 o X. 1.'547 0.6 -33,.5. 0.1026 21 403.2.3 Building cavities Are riot used for IlComples equir��nent Will be met, Orientation;Right side UfR151" supply ducts- J JJDbes Not Operable�.Metal Frarne�Double Pane with Low-L 136 0360 49 [jNbt Ob Orientation,Right side servable CINa Appleable fixed:Metal Frarrie!Double Pane with LaW-f 393 0:uo 141 Orieht6ticni Ri ight side 4033 _-HVAC piping conveyihg fluids R-_ R flcomplles �Ft6quiremerit Will he met, -evisions (FR17F abovb 105 9F or chilled fluids' Solid West:Wood Framily,241!6 X 1,337 0�0` 33.5. 10.026 16% es Not below 55 QF-are insulateifte aR- Orientation-Left side 3. .ONbt Observable cper.abte:Metal Frame:Double Pan6 vitth Low-E 265 .360 �95 :DNot Applic'.0110 Orientaton;Left s* 1 111igh Impact(Tier 1) Medium Impact(Tier 2) 3 Low Imp-act(Tier 3� I High Impact(Ter 1) ri Medium Impact(Tler.,2) 3 Low Impact(TI e�� (Tler1) 2]Med!um Impact Mer 2) Low'Impa ct(Tier 3) Project Title:East Marion Report date: �02103116 Project Title: Ea st Marion Report date: .02103/16 Project Title; Ea st Marton Report date: .02103/16 ProjectTitle:East Marion Report date, 02103116 Project Title: East Marion Report date; 021031 6 Data filename-Z\Pro'jects�E�E009-01-001 East Marion House, Long f�lt,�nd�Czilcu]6tions�RESchcrkk�ast P006 I of 9 Data filoham6,--Z:\ProjectsAE\EO09-01-001 East Marion House,Long T�51indkCi�lcula,ti6ns\REStheck\East Page 2 of 0 Data rilen�3�e.-Z;\Projects�E\EO09-01-001 East Marion House, Long Ts�t6nd\Calcu[ati6ns\RESr-heck�East Pdgei 3 of 9 Da.to file'nam6:-Z,.\�rojett�\E\EO09-01-001 East Marion House, Long,1516nd\Cal cu lations�REScheck�East Page 4 of 9 Marion.rck Marion.rck Data fileriarric.Z�\Peojeicts�E\E009-01-001 East Marion House, Long Is�land\C6[rutitions\RESchecklEast Page 5 of 9 Marion.rck Marion.rck- Marlon,rck- seal & Section f Sectior -------- -In Insp Plans Verified Field Verified PI a n s Ve rH4 e d Field Verifled Section Plans Verified Flew Verified In F NZ Rough e cticn Compli Comments/ n Inspection Complies? CommenwAssurniptions Final-Inspection Provisions # Finallrispectlon Provisions Plans Verltu�d Field Veril" dl Comments/Assumptions 0 Framing/ Value -omplies? i Comments/Assumptions Vall6e Value Value �Value Value Value Wilue Complies? & &Re Req ID Do% Sep the FnVL lopL-As5embOe!7 Elc T rg ;403.4 Circulating service hot Water R_ R- -Ucomplles Requirement will be met. 3031� Alt installed insulation is lab6fed - i -1 . I­-­ FICamplies �RinqulrLment will be met. -value.Where R- �Elcomplies 303.3 Manufacturisr-manuals for orripfies �Requlrernent will be y 'Pipes an!insulated to R 2� e t I table 6or valueji_ met. I I ` I -, -"- 402,11, tCeiling insulation R -** 2 09 1E I[IN1111 or Lh. Installed R-v.alues- 1� L]Does Not 402.21, ':>R_3rg is required,R-30 can be EJ Woo 'WO-0 d IlDoes Not (FI18]" mccha and water heating 0 I]Qcie-s Not LJDoes.Not' ed provid 402-2,2, i used if insulation is not 'LINaL Observable E]Not Observable Stee! Steel equipment have been proWded, Efficiamy 'ertific t lu (F1111 compressed at eaves, R 30 may t - []Not Observable C]Not Observable DN&Applicable OriofApplicalble to e UNot AppliCable I a e �be used for 500 ft�or 201Y. 10rlc�Applicabl' '(4D3.5 Automatic or gravity dampers are' R LNJJ� r1complies Requirement Will be met. 402.21. Floe rill sut atio n R-,va lue. R- P I :E1ccmipivs ;See thelFavelp L-Asseimb?ieg (whIchever is less)where A Wood �O wood table for valuc�_s_ sufficient Space is not available dditional Comments/Assumptions: 7",'7 intakes and exhausts, Oo_ ocamplie5 ,Requirement will be met. C]NoL Observable steel 'E] SLeel :IFR1912 installed on all outdoor air LiDoes Not 1 402.2.5. 11boe5 Not 1402.2�6 I]Not Observable 3011�1.1, Ceiling insulation instalh�,d pef IfIN111 I Above-Grade Wall 33.50 'ON6EApplicable 303.2 maoufacturer's instrucLiors. �OrlotAppliCable i LJDoeS Not S [,F12]1 Blown insulation marl-Ld every []Not Observable Below-Grade Wall 0.00 Additional Comments/Assumptions: _0* 300 ILl. �,/ -able (--)Not Appl if 303 2' Floor insulation installed per �­[]Complies, Requirement will bernet. 0.00 4022,6 �manuifacturer's instructions,and [jDoer5 Not Floor 402�23 ;Attic access hatch and door R 17]Complies [Zil in substantial contact with the e.?, underside of the subl'oor [JNot Observable (Fl2l]l :insulation 2�R-v�due of the �ODoes Not Ceiling Roof 40.93 <ey plan Elrlbt A�plicable Lpdjacent as5embly, oNot Observable buctwork (unconditioned spaces): 402.1.1, �.Wall insulation R-valuel IfthiS is a R R- �Elcompllcs �See�he Envelope Asfsemblies ONot ApplicablL� table for vahit-s_ will met. 402,15 Wait insulation an the wall 402.2.4. wmas�wall WiLh at leagtYi of the :DWbod EJ Wood Ulxes Not 402,4.2, Building envelope tightness ACH 50 ACH 50 �C]Compliel �,Requremenf mass Mass 4 02.4.2.1 'Vorificcl by blower door test result' �[]Nat Observable T]Doel Not (IN311 :exterior,the exteror insulation El SteeJ El Steel BN6r 4pplica (PI17]1 of-0 ACH at 50 Pa.This Window 0.36 reqvr­err�pnt applies. blo ONot Observable requirement may insteadbc rr�t 'ONot Applicable Door 6.65 ;Via Visual inspection,Inwhith T :case verification may heed to Skylight -,occur during Insulation 0.38 30312 �Wall insulation is'nstaled�oer o M p 116 s will be met, form- 0Does Not Inspection. [lN411 manufacturer's Instructions. _`Wnrid-burning fireplaces h ave EINot Observable Requirement Will be met. 0Not Appilcable Wg]" gas eted cloom and outdoor '13D6es Not Heating System, RX combustion air. 402.2.11 'Suflioclm W611 inslufation has a- R�_ �Ocdmplies DNot Observable Ccoling Sysill EINot Applicable [INB]l min Im um-R-value of 11�11,New C]Dbes Not: walts,separating the sunroorn 403.2 2 'Post construction duct tightness cf1 n: cfm Water Heater: 'Elcomplies 'Exception,Art duct�,,artd air 'from conditioned space must :[]Not Observiblo : 'test result o(:58�frn hi UlDoes Not- 'handlers are locate n �rneet code requirements., 1INut Ai5plicable (F1411 to outdoors; or_-t12 tfrn-across systems..Or; conditioned Space� 303.2 ',Sunroom wall insulatlon installed Llcomp�ies rough-in test resuft of i5b cfm JJNot Observable Name: [19911 'ONot Applicable �per manufacturer's Instrurtlions.- I ODoes Not �ElFrOSS systems or s4,cfm - I Comment without air handlerw Rough-In lost S --lient rINot:Observable �verlfication may need to occur !euring Framing inspection. Dana Ben Ari & Nikola Duravcevic 402.2.11 Sunroom ceiling minimum R- R-_ UComplies f4 n 111 Programmable theithostats� Elcomplies, Requirement wil I be MPL 282 Washington Avenue UN1211 :nsulation R 24, iOlDoes Not installed on forced air furnaces. 13boes Not Brooklyn IF191, p bNotobservable r i LJNot Observatil 1Y 11205 �[]Not Applicable DNotApp 13113,2 :Sunroom ceiling Insulation is UComplies ��-777--- _,[1CoTnplies �Requlrernent will be met. 403�1,2 'Heat pump thermostat installed nr's :irchitects 'C]Dbes Not 11FI101:1 on heat pumps.. b JINIIJI :in5t _d per manufacturc �instructoris.� Uboes Not [Tlot Observable Shenton Architects LLP []Not'Observable 0Not Applicable 195 Plymouth Street oNot Applicable Additional Comments/Assumptions: 403.4 service hot Water Elcomplies �-Requirbment will be met, roo yn Ver�lo [All]' syst6ms ha tomatic or k Uboes Not V 11201 accessible manual controN. ble ONotObserva N o t p of ic a bl e 5 0- I L 404.1 1500A bf 1,�mps inpiefmarient Elcomplies 38 Jay Street, #501 cacy lamps, F1611 fixtures are high ef Oboes Nof rooklyn [JNot Observable \lY 11201 ONot Applicable 1.2- Conipfiante certificate-posted. "ElCompties '116duiroment will be Met, L]Does Nof 3tructur6 engineer Z LJNot Observatil Silman Associates 32 Old Slip, 10th Floor ��Drlot Applicable �levv York \1Y 10005 I High impact(Tier 1) Medium Impact(Tier 2) 1 3 1 Low impact(Tier31 I High Impact(TlerA) t_2 JMedlum Impact(TIer:2i 4_1 Low i rn I 1141gh Impact Mer.1) [_�]Medlurn Impact(Ter-2) _3FLow impact(Tier 3) 11 1HIgh Impact Mor.11 r:� IMedfurn fmpa JLow Impact(Tier 3) mep engineer Project-htle:East Marion Report date: 0,2103/16 Project-ritle. East Marton Report date: -02103116 Pr6je ct Tit I e� Ea st M a ri 6 n Report date: �02103116 ProjectTitle: East Marion Report date: 02103/16 L onsulting Engineers Data file name::ZVrojects�E\E009-01-001 East Marion House'r Long IMand\Calcul6tiont�REScheckkEast Page 6 of 9 Data filename:Z;�Pribjects�E\E009-01-001 East Marion House, Long island\Ca lculations\REScheck�East Page I of 9 Data filenamel-Z,\Projects\E\E009-0I-00I East Marion House, !Long fsland\Calculations\RESCheckkEast Page 8 of 9 Dita file:ham6.Z-Vrbiects\E�E009-01-001 East Marion House, Long island\Ctilcuiations\REScheckxEasL Page 9 of 9 150 W. 30th Street Marlon1rck Mari'on.rck Mairion.rck Marion,rck. �lew York, NY 1000 1 -ivil engineer DB Bennett COMPLIANCE RESULT 20 Inkberry Street East Hampton V 11937 TO THE BEST OF W KNOWLEDGE, BELIEF MD PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, USING CHAPTER 5, AS AMENDED BY THE CITY AMENDED 2010 CODE. surVeyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport DRAWING LIST \lY 11947 -SIGNATURE DRAWING DRAVANG NAME )roject title PE EN-101.00 ENEKY COMPUMCE CHECK SHEU I OF I -ast Marion House JEREW LARERMAN, DATE: 07/02/20Jj__Jfff1_E: PRINCIPAL Rocky Point Road, East Marion, NY Jrawing title ENERGY COMPLIANCE HECK SHEET 1 tatus project no. ERMIT E009-01-001 cale dra-wn by T.S. BY date page MN 02.05.2016 1 of 1 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCATION SPECIMATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WTH APPUCABLE CODES. ENml 01 OQ 4dl dimensions to be checked on site. Do not scale. ABBREVIATIONS SYMBOLS GENERAL NOTES DRAWING LIST PLUMBING SYMBOLS, ABBREVIATIONS AND GENERAL NOTES INDICATED ON PLUMBING SYMBOLS, ABBREVIATIONS AND GENERAL NOTES INDICATED ON 1. THE ENTIRE PLUMBING SYSTEM SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE AND LOCAL DRAWING DRAWING NAME THIS DRAWING ARE TYPICAL PLUMBING DRAWINGS MAY NOT INDICATE ALL THIS DRAVENG ARE TYPICAL PLUMBING DRAWINGS MAY NOT INDICATE ALL REGULATIONS. SYMBOLS AND ABBREVIATIONS INDICATED ON THIS DRAWING. SYM90LS AND ABBREVIATIONS INDICATED ON THIS DRAWING. P101.00 PLUMBING SYMBOLS, NOTES AND SCHEDULE 1 OF 7 2. COORDINATE ALL WORK WITH OTHER DISCIPLINES PRIOR TO INSTALLATION. PROVIDE NECESSARY P201.00 PLUMBING spEciFICATIONS 2 OF 7 OFFSETS, REROUTING, ETC. REQUIRED FOR A COMPLETE AND COORDINATED INSTALLATION. AIR COMPRESSED AIR 3. PROVIDE FOR ALL PERMITING AND INSPECTIONS REQUIRED FOR COMPLETE INSTALLATION. P300.00 PLUMBING BASEMENT PLAN 3 OF 7 AFF ABOVE FINISH FLOOR x x x x x EXISTING TO BE DEMOLISHED 4. COORDINATE ANY PLUMBING SYSTEM SHUT DOWN REQUIRED WITH OWNER A MNIMUM OF 48 HOURS P301.00 PL.UMBING; IST FLOOR PLAN 4 OF 7 AEV. CLG. A13OVE CEIUNG PRIOR TO SHUT DOWN P302.00 PLUMBING 2ND FLOOR PLAN 5 OF 7 AV ACID VENT SAN SANITARY WASTE PIPING 5. SUPPORT ALL PIPING IN CONFORMANCE WITH THE spEcinanoNs. SEE THE PLUMBING CODE FOR P303.00 PLUMBING ROOF PLAN 6 OF 7 AHU AIR HANDUNG UNIT MAXIMUM HORIZONTAL AND VERTICAL SPACING REQUIREMENTS. CONFORM TO HANGER AND BLW BELOW VENT PIPING SUPPORT MANUFACTURER'S RECOMM94DATIONS. P501.00 PI_UMB:NG RISER DIAGRAM AND DETAILS 7 OF 7 BV BALL VALVE STORM STORM WATER PIPING 6. HANGERS AND SUPPORTS SHALL CONFORM TO THE 2010 NEW YORK STATE BUILDING CODE AND MSS BOP BOTTOM OF PIPE SP-127 FOR SEISMIC, WIND AND DYNAMIC FORCES. BFP BACKFLOW PREVENTION DEVICE PD PUMPED DRAIN PIPING 7. ALL PIPING PENETRATION FIRE RATINGS THROUGH NEW AND EXISTING WALLS AND FLOORS SHALL CW DOMESTIC COLD WATER EQUAL THE FIRE RATING OF THE WALL OR FLOOR PENETRATED. CI CAST IRON DOMESTIC COW WATM PIPING TION ELEVATIONS AND SITE UTILITY CLG COILING 8. COORDINATE ALL BELOW GRADE PLUMBING PIPING WITH FOUNDA PUMP SCHEDULE CV CHECK VALVE DOMESTIC HOT WATER PIPING INVERTS. VERIFY EXISTING ELEVATIONS AND INVERTS PRIOR TO CONSTRUCTION. NO. EQUIPMENT NO EACH PUMP Fr MOTOR DATA MODEL CO CLEANOUT DOMESTIC HOT WATER PIPING WITH 9. PROVIDE BACKFLOW PREVENTION DEVICES IN CONFORMANCE WITH THE THE PLUMBING CODE AND REQ'D GPM TDH HP RPM PHASE CYCLE VOLTS CODO CLEANOUT DECK PLATE TEMPERATURE MAINTENANCE CABLING LOCAL ORDINANCES. HOT WATER CIRCULATOR B&G CID CIRCULATING PUMP 10. PROVIDE WATER HAMMER ARRESTORS IN CONFORMANCE WITH PDI AND LOCAL ORDINANCES. CP-1 (110-F BLDG HW) 1 10 8 1/12 1725 1 60 115 SERIES 100 CM COFFEE MAKER DOMESTIC HOT WATER RETURN PIPING I LF BZ 11. TEST ALL PLUMBING SYSTEMS AND DISINFECT DOMESTIC WATER SYSTEM IN CONFORMANCE WITH THE DOMESTIC SYNCOFLO DEG DEGREE PLUMBING CODE. BP-1 BOOSTER PUMP 1 21.5 28 3/4 3600 1 60 115 CONDOFLO DI DEIONIZED WATER TP TRAP PRIMER PIPING BL!W SLAB 12. DO NOT ROUTE PLUMBING PIPING THROUGH ELECTRICAL ROOMS, ELECTRICAL CLOSETS, OR DATA 2SA-19V DIA DIAMETER COMMUNICATION CENTERS. DN DOWN GATE VALVE EL ELEVATION EXT' DMIOR GLOBE VALVE WATER HEATER SCHEDULE FT FEET NO FLUE GAS DATA ELEC DATA MODEL FDC FIRE DEPARTMENT CONNECTION BALL VALVE NO. EQUIPMENT VOL RECOVERY SIZE FLR FLOOR REQ'D GAL GPH (IN) MBH PRESSURE VOLTS WATTS PHASE FC0 FLOOR CLEANOUT IN BRADFORD WHITE I'D FLOOR DRAIN PWG VALVE WH-1 PROPANE 1 75 82 4 76 TO 120 76 1 RG275H6N FS FLOOR SINK SHUT—OFF VALVE -evisions FV FLUSH VALVE GAS NATURAL GAS VALVE IN RISE GAL GALLONS GALV GALVANIZED V GAS COCK GV GATE VALVE GLV GLOBE VALVE PRESSURE REDUCING VALVE HW DOMES11C HOT WATER HWR DOMESTIC HOT WATER RETURN CHECK VALVE seal & HP HORSEPOWER HB HOSE BIB TEMP. & PRESSURE REUEF VALVE C2 INV EL INVERT ELEVATION LEIS POUNDS '0zr THERMOSTATIC 3 WAY VALVE LAV LAVATORY MH MANHOLE MECH MECHANICAL SOLENOID VALVE MV MIXING VALVE INSSI 61 MIN MINIMUM UNION NGV NATURAL GAS VENT CLEANOUT PLUG <ey plan N C NORMALLY CLOSED N 0 NORMALLY OPEN FLOOR CLEANOUT NIC NOT IN CONTRACT NTS NOT TO SCALE NA NOT APPUCABLE THERMOMETER NO. NUMBER OD OUTSIDE DIAMETER PRESSURE GAGE PLBG PWMIBING PP POLYPROPYLENE PIPING SHOCK ABSORBER PVC POLYVINYL CHLORIDE PIPING TP -lient PIV POST INDICATOR VALVE TRAP PRIMER Dana Ben Ari & Nikola Duravcevic PSI POUNDS PER SQUARE INCH 282 Washington Avenue PG PRESSURE GAUGE CAP ON END OF PIPE Brooklyn NY 11205 PRV PRESSURE REDUCING VALVE PD PUMPED DRAIN ID FLOOR DRAIN :irchitects RECIRC RECIRCULATING Shenton Architects LLP RPZ REDUCED PRESSURE ZONE BFP ORD ROOF DRAIN 195 Plymouth Street Brooklyn RD ROOF DRAIN OFD OVERFLOW DRAIN NY 11201 S, SAN SANITARY WASTE SO- IL SA SHOCK ABSORBER CONNECT TO EXISTING 38 Jay Street, #501 SH SHOWER Brooklyn \lY 11201 SPEC SPECIFICATION SPIR SPRINKLER structural engineer SID STANDPIPE Silman Associates 32 Old Slip, 10th Floor SD STORM DRAIN New York TEMP TEMPERATURE NY 10005 T&P TEMPERATURE AND PRESSURE REUEF VALVE mep engineer TYP TYPICAL LS Consulting Engineers TP TRAP PRIMER 150 W. 30th Street VB VACUUM BREAKER New York, NY 1000 1 VTR VENT THROUGH ROOF VIF VERIFY IN FIELD V VENT -ivil engineer W WASTE WH WALL HYDRANT NON FREEZE DB Bennett 20 Inkberry Street E_ast Hampton 14Y 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 :)roject title �ast Marion House Rocky Point Road, East Marion, NY drawing title PLUMBING SYMBOLS7 NOTES AND SCHEDULE 'tatus project no. 3ERMIT E009-01-001 411 cole drawn by N.T.S. JP date page 02.05,2016 1 of 7 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE NTH APPUCABLE CODES. PM1 01 moo AM dimen5ion5 to be checked :)n site. Do not scale. PLUMBING SPECIFICATION 1. GENERAL 7. PIPE AND FITTINGS 11. SLEEVES 19. DISINFECTION A. PROVIDE ALL PLUMBING WORK SHOWN ON THE CONTRACT DOCUMENTS MD IN A. ALL MATERIALS AND FITTINGS SHALL BE NEW AND INSTALLED IN A FIRST CLASS A. PROVIDE SHOES FOR ALL PIPES PASSING THROUGH FLOORS, WALLS AND ACCORDMCE WITH THE LATEST LOCAL, CITY AND STATE BUILDING CODES. MANNER. PARTITION& A. DISINFECT IN7EIaOR POTABLE WATER DISTR13UTION SYSTEM IN ACCORDANCE WITH B. THE PLUMBING CONTRACTOR SHALL PAY ALL FEES, OBTAIN ALL PERMITS AND B. PIPE AND FITTINGS SHALL CONFORM TO THE LATEST AS7M, ASA, AND/OR FM 1. SLEEVES WITHIN FUIRRED OUT ENCLOSURE� SHEET' ROCK PARTITIONS AND REQUIREM.ENTS OF THE LOCAL 2010 NYS BUILDING CODE. APPROVALS NECESSARY FOR THE COMMON OF ALL WORK SHOM ON THE STANDARD. IN ADDITION ALL CAST RON SOIL PIPE AND FITTINGS SHALL BE BLOCK WALLS SHALL BE 18 GAUGE GALVANIZED SHEET METAL 20. VACUUM BREAKER CONTRACT DRAWINGS. MARKED NTH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE C. THE CONTRAC70R SHALL USE DaME CAUTION WHEN INSTALLING PIPING IN INSTITUTE (CISPI) AND BE LISTED BY NSF INTERNATIONAL Z %EEVES THROUGH WALIA AND WHERE SERVING EXPOSED PIPE A. VACUUM BREAKER (TYPE 5AJ - CAST BRASS CHROME PIPE IF EXPOSED TO FINISHED WALLS, PARTITIONS, MD HUNG CEILINGS. C. STORM AND SANITARY DRAINAGE AND VENT PIPING AND FITTINGS. (ABOVE PENETRATING FLOORS SHALL BE SCHEDULE 40 STEEL PROVIDED WHERE PUBLIC VIEW SIMILAR TO WATTS N0.8OOMCQT. (CONSTMT PRESSURE VACUUM GROUND) NECESSARY. ram). D. PATCH AND/OR REPLACE DAMAGED ARCHITECTURAL COMPONENTS AS A RESULT B. DO NOT SUPPORT PIPES BY RESTlING PIPE CLAMPS ON SLEE'VES. OF SYSTEM INSTALLATION. MEAN UP THE CONSTRUCTION STE DAILY DURING 1. JOINTS SHALL CONSIST OF A RUBBER SEALING SLEEVE AND STAINLESS B. VACUUM BREAMR (TYPrn - CAST MASS CHROME PIPE IF EXPOSED TO CONSTRUCTION SO AS NOT TO INTERFERE NTH THE WORK OF OTHER TRADES, SIM SHIELD FASTENED BY STAINLESS STEEL SLEEVF, 4 BANDS FOR C. PROVIDE OPENNGS VM AN I.D. AT LEAST)f INCH GREATER THAN THE PUBLIC VIEW SIMILAR TO WATTS NO. 909-S. AND AFTER THE COMMON OF INSTALLATION AND TESTING. PIPING DIA. tr TO 4% 6 BANDS FOR PIPING DIA. 5' AND LARGER. OUTSIDE OF THE PIPE SERVED. E. REPORT ANY CONDITIONS INCH WOULD PREVENT THE INSTALLATION OF THE MANUFACTURED BY HUSKY CORP. MODEL SD-2000. 12. GUARANTEE C. PROVIDE WHERE INDICATED ON THE DRAXINGS WOW TO THE ARCHITECT PRIOR TO STARTING ANY WOM 2. PIPE SHALL BE STMDARD WEIGHT (COATED INSIDE AND OUT) NO-HUB F. INTERRUPTION OF EMSTING BUILDING SERVICES IN ORDER TO CONNECT NEW CAST IRON SOIL PIPE LABELED mTHaMARK OF QUALITY AND A. AS PART OF THIS CONTRACT, THE PLUMBING CONTRACTOR SHALL GUARANTEE 21. DISSIMILAR METALS PIPING TO ENSTING SHALL BE MADE AT SUCH TIME AS TO CAUSE THE LEAST PERFMANCE AS ILLUSTRATED IN CAST RON SOIL PIPE INSTITUTE AND CERTIFY THAT ALL WORK INCLUDED IN THESE CONTRACT DOCUMENTS IS INTERFERENCE WITH ESTABUSHED BUILDING OPERATING PROCEDURE. ALL STANDARD H S-72. FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE A. PROVIDE ISOLATION FLANGES FOR CONNECTIONS V17H ANY DISSIMILAR METALS. ENSTING SERVICE SHUTDOWNS SHALL BE SUPERVISED AND DIRECTED BY 3- FITTINGS SHALL BE STANDARDS WEIGHT CAST RON NO-HUB. OMMS FINAL ACCEPTANCE. THE PLUMBING CONTRACTOR SHALL REPAIR OR 22. INSTALLATION BUILDING MANAGEMENT. THE CONTRACTOR SHALL GIVE N0710E 48 HOURS REPLACE MY MATERIALS FOUND TO BE DEFECTIVE FOR THAT PERIOD OF 7S PRIOR TO MY SHUTDOWN. D. SANITARY, STORM DRAINAGE AND VENT PIPING AND RMGS. (BELOW GROUND) On. ER'S FINAL ACCEPTANCE STARTS WHEN FINAL PAYMENT TO THE A. ALL DRAINAGE PIPING Y AND LARGER SHALL BE RUN AT A UNIFORM GRADE OF G- THE CONTRACTOR SHALL EXAMINE THE PREMISES BEFORE SUBMITTING HIS MD. I. PIPE SHALL BE STANDARD WEIGHT (COATED INSIDE AND OUT) BELL MD CONTRACTOR IS MADE. AT LEAM 1/e PER FOOT, UNLM OTHERWISE INDICATED. ALL DRAINAGE AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH CONDITIONS MICH AFFECT SPIGOT CAST IRON SOIL PIPE LABELED WITH Cl MARK OF QUALITY AND PIPING 27 AND SMALLER SHALL PITCH AT 11,C PER FOOT MINIMUM. HIS WOW. PERFORMANCE AS ILLUSTRATED IN CAST IRON SOIL PIPE INSTITUTE 11 PLUMBING FIXTURES AND TRIM H. PROVIDE NEW PLUMBING FIXTURES, PIPING AND EQUIPMENT WHERE SHOWN ON STANDARD H S-71 A. PLUMBING FIXTURES AND TRIM B. ALL DRAINAGE PIPING SHALL BE RUN AS STRAIGHT AS POSSIBLE AND SHALL THE CONTRACT DRAWNGS. CONNECT NEW PIPING TO EXISTING STACKS AND 2. FITTINGS SHALL BE STMDARDS VOGHT CAST IRON. HAVE EASY BENDS WITH LONG TURN FITTINGS. DRAINAGE PIPING AT FIRST RISERS. I. FURNISH AND INSTALL NEW PLUMBING FIXTURES AND TRIM WHERE SHOM. FLOOR CEILING SHALL BE RUN AS HIGH AS ENSTING CONDITIONS WILL PONT. L LOCATION, CONNECTION AND S12ES OF ALL ENSTING PIPING SHALL BE VERIFIED E WMESI1C WATER AND INDIRECT WASTE PIPING AND F111INGS ON THE CONTRACT DRAr.NGS. THE ARCHITECrS INTERIOR FINISH C. ALL VENT PIPES SHALL BE GRADED TO FREE THEMSELVES OF ANY WATER OR IN THE FIELD BY THIS CONTRACTOR BEFORE INSTALLING ANY NEW WORK THE 1. FITTINGS SHALL BE WROUGHT COPPER WITH SOLDER JOINT PRESSURE TYPE DRAr..NGS SHALL BE FOLLOWED FOR THE LOCATION OF ALL NEW FIXTURES. CONDENSATION. PLUMBING CONTRACTOR SHALL PAY ALL FES, OBTAIN ALL PERMITS AND R17INGS ANSI B.16.22. 2. NECESSARY CARRIERS, BRACKM PLATES, MEATS, BOLTS. ETC. SHALL BE APPROVALS NECESSARY FOR THE COMMON OF ALL YW SHOWN ON THE FURNISHED FOR SECURING FIXTURES RIGIDLY IN PLACE. D. ALL WATER PIPING SHALL RUN FREE OF TRAPS AND UNNECESSMY BENDSL CONTRACT DRAVINGS. ANY TRAPS FORMED SHALL BE PROVIDED NTH VALVES TO COMPLEMY DRAIN Z JOINTS SHALL BE COMPOSED OF 95-5 TIN-AN71MONY SOLDR ASTM B3Z I SPACES BETWEEN PLUMBING FffWRES AND FLOORS, WALLS OR COUNTERS THE SYSTEM. ALL HOT AND COLD WATER PIPING SHALL BE SEPARATED BY A J. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS GRADE 95TA FOR PRESSURE PIPING. SHALL BE WAS NTH A WATER1PROOF` SEALANT TO PREVENT WATER M!N'MUM OF Ir ON CENTER. WORK NTH THE EXISTING CONDITIONS MD NEW WOW OF ALL THE OTHER 3. PIPE SHALL BE HARD DRAWN TYPE V COPPER TUBING, ASTM BB& SEEPAGE. TRADES. 4 EACH FIXTURE SUPPLY CONNECTION SHALL BE PROVIDED INTH INDIVIDUAL K. PREPARE AS-BULT DRAWINGS INDICATING ACTUAL LOCATIONS OF PLUMB14G F. SANITARY AND STORM WATER DRAINAGE EJECTOR MAINS. SHUT-OFF OR STOP VALVES. E ALL CONNECTIONS BIETWEEN DISSIMILAR METALS SHALL BE MADE NTH FIXTURES AND PIPINQ AS BUILT DRAWINGS SHALL BE SUBMITTED TO THE 5. FAUCETS SHALL BE CHROME-PLA7ED BRASS, MONEL. OR STAINLESS. DIELECTRIC UNIONS. OWNER UPON COMPLETION OF INSTALLATION AND TESTING. SUBMIT THREE SETS 1. FITTINGS SHALL BE THREADED, GALVANIZED CAST IRON DRAINAGE FITTINGS, MATERIALS SHALL BE THOROUGHLY CLEANED AND POLISHED BEFORE F. ALL PIPING SHALL HAVE REDUCING FITTINGS. NO BUSHINGS W.I.L. BE PERMITTED OF PRINTS AND ONE SET OF REPRODUCIBLES. IN ADDITION PROVIDE ON DISK ASME B16.2. PLATING. PLATE SHALL BE HEAVY, THOROUGHLY AND EVDLY APPLIED, ON ANY PIPING. TO OWNER THE AS-BUILT COND17IONS IN AUTOCAD 2004. Z PIPE SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE� ASTM A 53 M, AND GUARANTEED NOT M STRIP OR PEEL PLATED VMRK SHALL BE THREADED FITTINGS AND JOINTS. HIGHLY BUFFED. FAUCETS SHALL HAVE METAL. INDICES AND SHALL BE OF G. NO PIPING OR WORK OF MY KIND SHALL BE CONCEALED OR COVERED UN71L -evisions 2. EXAMINATION OF CONTRACT DOCUMENTS THE RENEWABLE SEAT TYPE. ALL REQUIRED TESTS HAVE BEEN SATISFACTORILY COMPLETED AND THE WORK 6. ESCUTCHEONS SHALL BE ONE PIECE CAST no CHROMIUM-PLATED AND HAS BEEN INSPECTED AND APPROVED BY THE OWNERS REPRESENTATIVE AND A. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MAIIERIALS� SPECIFIED OR & SUPPORT HMGERS SHALL BE PROVIDED WITH SET SCREWS M PROPERLY HOLD ESCUTCHEON ALL AUTHORITIES HAVING JURISDICTION. UNSPECIFIED, NECESSARY TO PROVIDE ALL V.%K SHOWN ON THE CONTRACT IN PLACE. DOCILIVENTS IN ACCORDANCE WITH THE LOCAL NEW YORK STATE 2010 BUONG A. EXCEPT AS OTHERWSE INDICATED, PROVIDE FACTORY FABRICATED HANGERS, H. NO DEAD ENDS SHALL BE LEFT ON MY DRAINAGE PIPING UPON COMMON CME CLAMPS, RODS, BUILDING ATTACHMENTS, SADDLES AND SHELDS COMPLYING 7. MERE WASTE, VENT OR WATER SUPPLY PIPING IS DIM TO VIEW AT OF THE WORK B. EXAMINE THE CONTRACT DOCUMENTS OF THIS TRADE AND ALL OTHER TRADES 97H MSI MSS-SP-58- CONTRACTOR SHALL SELECT AND APPLY HMGERS nxTupz% THE PIPES SHALL BE CHROUIUMPLATED. NO COVER TUMNG FOR THIS PROJECT. VERIFY ALL EXISTING CONDITIONS AT THE STE, AND AND SUPPORTS IN ACCORDANCE NTH MSS-SP-69. iftL BE PERMITTED. BECOME FULLY INFORMED AS TO THE EXTENT AND CHARACTER OF THE M. IN & FIXTURES SHALL BE SET LEVEL AND SQUARE WITH RELATION TO THE 23. COORDINATION JITTAL OF A BID IS AN AGREEMENT THAT ALL FINISHED FLOOR AND WALL LINES. THE BUILDING. SUBL B. ALL HMGER, ANCHORS AND SUPPORTS SHALL BE AS MANUFACTURED BY THE REQUIREMENTS OF THE CONTRACT DOCLIMTS ARE FULLY UNDERSTOOD. FEE AND MASON COMPMY OR APPROVED EQUAL AS FOLLOWS- A. CERTAIN MATERIALS WILL BE FURNISHED, INSTALLED, OR FURNISHED AND 9. PROVIDE VACUUM BREAKERS WHERE REQUIRED FOR SUBMERGED INLETS. INSTALLED, UNDER OTHER SECTIONS. EXAMINE THE CONTRACT DOCUMENTS TO C. THE EXECUTION OF THE WORK OF THIS SECTION CONSTITUTES ACCEPTANCE OF 1. ALL BARE HORIZONTAL CAST IRON PIPING SHALL BE HUNG NTH FIG. JM ASCERTAIN THESE. 3ecil & sign THE BASE OR ADJOINING WORK AND OTHER CONDITIONS AS BEING ADJUSTABLE GALVMIZED STEEL HANGER& B. FIXTURES AND TRIM: SEE ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS of SATISFACTORY IN EVERY RESPECT AND LATER CLAIMS OF DEFECTS IN SUCH 2. VERTICAL LINES SHALL BE SUPPORTED BY MEANS OF RISER CLAMP& B. TRANSMIT TO THE TRAM DOING THE WfORK OF OTHER SECTIONS AM THE CASES WLI. NOT BE ALLOYS. RISER CLAMPS SHALL HT EXACT PIPE SZE OR BARE PIPES. FOR CAST C. FIXTURE INSTALLATION INFORMATION REQUIRED FOR WORK TO BE PROVIDED UNDER THEIR RESPECTIVE LLAA T IRON PIPES USE FIG. #241. TWO BOLT, GALVMIZED BLACK SIM CLAMPS 1. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL SECTIONS IN AM.91 TIME FOR THEIR INSTALLATION. D. THE CONTRACTOR SHALL. WITHOUT EXTRA COST TO THE OWNER, MAKE ALL OR FIG. #395, FOUR BOLT, EXTRA HEAW GALVANIZED STEEL RISER PLUMBING FIXTURES FROM DAMAGE REASONABLE MODIFICATIONS IN THE WORK AS MAY BE REQUIRED TO PREVENT CLAMPS. FOR MTER TUBING USE FIG. #368 CARBON STEEL COPPER C. ALL NEW WORK SHALL BE COORDINATED WITH ENSTING CONDITIONS. 0 ku CONFLICT WITH THE V.!ORK OF OTHER TRADES, OR FOR THE PROPER PLATED RISER CLAMP. Z EACH MIURE SHALL BE SEPARATELY CONTROLLED NTH INDIVIDUAL STOPS. INSTALLATION OF THE WOFK 24. TMNG AND BALANCING & RODS FOR PIPE HANGERS SHALL BE FIG. #263, CON11NUWS THREADED I UPON COMPLETION OF INSTALLATION AND TESTING, PLUMBING FIXTURES E. FAILURE TO NOTIFY THE ARCHITECT OF UNSATISFACTORY CONDITIONS NLL BE ROD, GALVANIZED STEEL SIZED FOR THE LOAD REQUIRED. SHALL BE CLEANED AND LEFT IN FIRST CLASS CONDITION AND IN WORKING A. PROVIDE LABOR. MATERIALS, INSTRUMENTS, POWER, ETC. AS REQUIRED, FOR W/ CONSTRUED AS AN ACCEPTANCE OF ALL CONDITIONS. ORDER. 7ES71NG AND BALANCING. ALL PIPING AND EQUIPMENT SHALL BE TESTED AS 4. ALL INSULATED HORIZONTAL PIPING SHALL BE HUNG WITH FIG. VA REQUIRED BY THE LOCAL 2010 NYS BUILDING CODE. TESTS SHALL BE F. REPORT, IN VMTIN% TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY ADJUSTABLE GALVMIZED STEEL CLEVIS HANGERS NTH FIG. f7l RIGID 14- FLOOR DRAINS, FUNNEL FLOOR DRAINS, FUNNELS DRAINS AND FLOOR SINK (IF PERFORM.ED IN THE PRESENCE OF THE OIN ER'S REPRESENTATIVE MID SUCH <ey plan INTERFERE NTH OR OTHERVrSE AFFECT OR PREVENT THE PROPER EXECUTION INSULATION SADDLL SADDLE BE A 'Iff SECTION OF 1 INCH REQUIRED ON THIS PROJECT) OTHER PARTIES AS MAY HAVE LEGAL JURISDICTION. AND COMMON OF THE WORK OF THIS SECTION. DO NOT COMMCE WORK POLYURE11HANE FOAM, ALUMINUM FACED, WATERPROOF JACKET DaENDING UNTIL MY MD ALL SUCH CONDITIONS HAVE BEEN CORREC10 BY THE TRADE ALL AROUND A Iff SECTION OF GALVANIZED METAL SHIELD. SHIELD AND A. FLOOR DRAIN (FID-1) - ZURN CO. MODEL Z415B-P, ADJUSTABLE ROUND NICKEL 0. NOTIFY THE DIN ER'S REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE OF OR TRADES RESPONSIBLE. SADDLE SHALL BE BONDED INTO A SINGLE UNIT FACTORY. TOP 1W BRONZE STRAINER, DUCO CAST IRON BODY, MEMBRANE CLAMP. MAKING THE REQUIRED TEM SO THAT ARRANGEMENTS MAY BE MADE FOR SEC11ON OF INSULATION SHALL BE FIBERGLASS AS SPECIFIED IN B. FLOOR DRAIN (FD-2) - ZURN CO. MODEL Z508-P-Y. ROUND D.C.C.1 STRAINER, THEIR PRESENCE TO OTNESS THE TESTS. G. THE DRArNGS INDICATE AND THE SPECIFICAIONS DESCRIBE THE GENERAL INSULATION SECTION OF THE SPECIRCATION. DUCO CAST IRM BODY, MEMBRANE CLAMP. ARRANGEMENT AND THE APPROXIMATE LOCATION OF EQUIPMENT, FIXTURES, C. INTERVALS OF SUPPORTS C. TESTS SHALL BE APPLIED 70 COMPLETED OR PARTIALLY COMPLETED SYSTEM& PIPING, ETC. EXACT LOCATIONS MAY BE ADJUSTED IN THE FIELD TO SUIT C. FLOOR DRAIN VD-3) - ZURN CO. MODEL Z520-P-Y. ROUND D.C.C.1 STRAINER, IN NO CASE SHALL PIPING AND EQUIPMENT M BE SUBJECTED TO PRESSURES ENSIING CONDITIONS. DUCO CAST IRON BODY, MEMBRANE CLAMP. 1. HORIZONTAL PIPING SHALL BE SUPPORTED AT INTERVALS AS FOLLOVS- EXCEEDING MR RATINQ SCOPE OF V= D. FUNNEL FLOOR DRAIN (FFD) - ZURN CD. MODEL Z415E-P . DUCO COA70 CAST D. ALL DEFECTIVE WORK SHALL BE PROMPTLY REPAIRED OR REPLACED AND THE A. FURNISH AND INSTALL NEW PLUMBING FIXTURES, PIPING AND EQUIPMENT WHERE A. CAST IRON PIPE SHALL BE SUPPORTED AT 5 FT. INTERVALS. IRON W17H THREADED OUTLET. TESTS SHALL BE REPEATED UNTIL THE PARTICULAR SYSTEM AND ALL INDICATED ON THE CONTRACT DRAr.NGS. CONNECT M EXISTING STACKS AND B. COPPER TUBING SHALL BE SUPPORTED AT SIX (6) FOOT INTERVALS. E. FUNNEL DRAIN (FFD) - ZURN M MODEL Z1019-DS, FUNNEL DRAIN WITH 'P- COMPONENT PARTS RECEIVE THE APPROVAL OF THE OIN ERS REPRESENTATIVIE. RISERS. I ADDITIONAL HANGERS TO PREVENT SAGGING SHALL BE INSTALLED AS TRAP. DUCO CAST IRON BODY. E. ANY DAMAGES RESULTING FROM TESTS SHALL BE REPAIRED AND/OR DAMAGED B. PROVIDE ROUGH CUTTING AND PATCHING FOR THE INSTALLATION OF NEW PIPING. REQUIRED. F. FLOOR SINK DRAIN (FS) - ZURN CO. MODEL ZS-1901-KC-2-32 1/2 GRATE MATERIALS REPLACED, ALL TO THE SATISFACTION OF THE OMER. THE --lient NICKEL BRONZE REA, ALUMINUM DOME STRAINER, CAST IRON BODY AND FLASHING DURATION OF TESTS SHALL BE AS DETERMINED BY ALL AUTHORITIES HAVING Dana Ben Ari & Nikola Duravcevic C. PROVIDE AND INSTALL ALL NEW WORK IN ACCORDANCE WITH 2010 NYS BUILDING D. INSTALLATION CLAMP. JURISDICTION. CODE REQUIREMENTS. 282 Washington Avenue 1. ATTACH HMGER RODS TO THE BUILDING ONLY IN A MANNER APPROVED G. SHOWER DRAIN (SHOWER DRAIN) - ZURN M MODE. Z415H, ADJUSTABLE 25. suBsTinmoN OF spEcinED MATERIALS rooklyn 4. QUALITY ASSURANCE BY THE AWiTECT. ROUND WCKEL BRONZE STRAINER, DUCO CAST IRON BODY, MEMBRANE CLAMP. \lY 11205 A. EACH FITTING SHALL HAVE TIE MANUFACTURER'S SYMSOL. AND PRESSURE Z THE CONTRACTOR MAY COORDINATE WITH THE OTHER WORK OR EXISTING A. THE PRODUCTS AND/OR MATERIALS LISTED IN THESE SPECIFICATIONS Tr c-h i t e c fs--- RATING CAST, STAMPED OR ROLLED ON. PIPING M USE COMMON MEANS OF SUPPORT. SUBMIT FOR APPROVAL ALL 15. SLEEVE FIRE STOPPING REPRMT DESIRED MATERIALS AND CONSTRUCTION STANDARDS FOR THE PERTINENT DESIGN DATA RELATING TO THE SUPPORT AS WELL AS VARIOUS 17EMS OF N- W MANUFACRW NAMES AND MODEL NUMBERS AM Shenton Architects LLP B. ALL PIPES SHALL BE MARKED 70 INDICATE MANUFACTURER MD ASIM VERIFICATION OF THE RESPONSIBILITY FOR THE SUPPORT. A. ALL SIM 7HROUGH RATED WALLS OR PARTITIONS SHALL FORM A Ul (UL USED TO DESCRIBE TYPES, STYLES AND QUALITY. MATERIALS SUBMITTED 195 Plymouth Street STMDARD- EACH FULL PIPE LENGTH SHALL HAVE THE MANUFACTURER'S NAME 1479 & ASTM EB14 AS7M TESTED) CLASSIFIED FIRESTOP CAPABLE OF FOR APPROVAL ORD THAN SPECIF ED HERON MUST MEET OR EXCEED THESE Brooklyn CAST, STAMPED OR ROLLED ON. HANGERS SHALL NOT PENETRATE INSULATION. RETURNING THE WALL OR PARTITION BACK TO ITS UNPENETRATED FIRE STANDARDS. �Y 11201 4. DO NOT HANG PIPING FROM DUCTWORK OR OTHER PIPING. RESISTANCE 26. COFFEE MAKER (FURNISHOD BY OTHERS) (IF REQUIRED) SO- IL 5. SUBMITTALS B. FIRESTOPPNG CAULK SHALL BE SIMILAR TO 3M CP 25111.9 + CAUM 38 Jay Street, #501 9. INSULATION (INDOORS) C. FIRESTOPPING MAP SHALL BE SIMILAR TO 3M FS-195 + ww/sTrdp. X INSTALL WHERE INDICATED ON ARCHITECTURAL DRAVINGS. PROVIDE r COLD Brooklyn A. SUBMIT THE FOLLOWING ITEMS FOR APPROVAL WATER CONNECTIONS NTH VACUUM BREAKER TYPE T, CHECK VALVE AND �Y 11201 1. PLUMBING FIXTURES, SUPPORTS AND TRIM A. HOT WATER, HOT WATER RETURN, COLD WATER PIPING, HORIZONTAL STORM 16- TRAP PRIMER (IF REQUIRED) GATE VALVE VACUUM BREAKER TO BE INSTALLED 1f ABOVE FLOOD LEVEL 2. PIPE MATERIALS PIPING AND HORIZONTAL FLOOR DRAIN WASTE PIPING IN MECH. RM's RIM OF COFFEE MAKER. structu r@--en gin-eer & VALVES A. FURNISH AND INSTALL MFAB MANUFACTURING INC. TRAP PRIMER MODEL Silman Associates 11. JOHN MANSVILLE MICRO-LR 850 FIBERGLASS PIPE INSULATION TYPE AP-T, lfM1-5OO WHERE INDICATED ON DRAWN, G. INCLUDE WITH PRIMER MODEL 27. REFRIGERATOR NTH ICE MAKER (FURNISHED BY OTHERS) (IF REQUIRED) 32 Old Slip, 10th Floor 4. VALVE TAGS & CHART I INCH THICK COMPOSITE INSULATION. FIRE AND SMOKE HAZARD RATING ew York 5. FITTINGS NOT M EXCEED A FLAME SlPREAD OF 25 OR SMOKE DEVELOPMENT OF 50. P-GAP AIR GAP FITTING. IF DISCHARGING M MULTIPLE DRAINS PROVIDE A. INSTALL REFRIGERATOR WHERE INDICATED ON ARCHITECTURAL DRAWINGS. \lY 10005 6. HMGERS. ESCUTCHEONS MD SLEEVES DISTRU71ON UNIT MODEL JJMI-DU AS REQUIRED. INSTALL AS PER 7. INSULATION B. COLD, HOT WATER. HOT WATER RETURN, HORIZONTAL STORM PIPING FITTINGS MMUFACTURER'S REQUIREMENTS. PROVIDE 1/2- COLD WATER NTH GATE VALVE AND CHECK VALVE & FUNNEL DRAIN AND VALVES mep engineer 9. WATER HEATER 1. JOHN MANSVILLE PRE-CUT, HI-LO 7EMP INSULATION INSERTS AND ZESTON 17. ESCUTCHEONS 28, DISHWASHER - RESIDEN71AL TYPE (FURNISHED BY OTHERS) (IF REWRED) 21-S Consulting Engineers 25/50 RATED PVC INSULATED FITTING COVERS. 150 W. 30th Street B. PREPARE AND SUBMIT PIPING INSTALLATION DRAWINGS FOR REVIEW AND A. INSTALL ESWTCHEONS; ON BOTH SIDES OF CONSTRUCTION VNEREVER PIPES A. COMMERCIAL TYPE- INSTALL DISHWASHER WHERE INDICATED ON \lew York, NY 10001 APPROVAL PRIOR M FABRICATION. SUCH APPROVAL SHALL NOT RD" 10. VALVES PASS THROUGH WALM FLOORS, PARTITIONS OR CEILINGS. ESCUTCHEONS ARCHITECTURAL DRAWNGS. PROVIDE ALL ROUGHING AND 3/4!' HW CONTRACTOR OF INSTALLA71ON RESPONSIBILITIES. SHALL BE HELD IN PLACE WITH SET SCREWS. TAKE SPECIAL, CARE M PROTECT SUPPLY WITH GATE VALVF, CHECK VALVE AND VACUUM BREAKER. 6. PRODUCT DELIVERY, STORAGE AND HANDUNG A. ISOLATION CONTROL VALVES (2)f MD SMALLERY.BRONZE TWO-PIECE BALL THE ESCUTCHEONS DURING THE COURSE OF CONSTRUCTION. DMD 1* WASTE HOSE TID SPILL INDIRECTLY OVER FLOOR SINK. TYPE 250 PSI WSP, THREADED ENDS, AND SOLDERED JOINT END SMLAR TO B. ESCUTCHEON APPLICATION SCHEDULE B. RESIDENTIAL TYPE- INSTALL DISHWASHER YMERE INDICATED ON A. MY EQUIPMENT, FIXTURES OR PIPING DAMAGED DURING HANDLING, STORAGE OR CONBRACO, APOLLO 70-300 SERIES. ARCHITECTURAL DRAWNGS. PROVIDE ALL ROUGHING AND 3/4!' HW -ivil engineer INSTALLATION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT NO SUPPLY VATH GATE VALVF, CHECK VALVE AND VACUUM BREAKER. DBBennett COST' TO THE MINER. B. THROTTLING VALVES: GLOBE BRONZE, SOLDER ENDS, CLASS 125 SIMILAR 1. FINISHED SPACES SHALL BE POLISHED BRASSL EXMND AND CONNECT 10 WASTE HOSE M TAILPIECE AT SINK WASTE. TO STOCKHAM NO. B-14T. 20 Inkberry Street B. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE ON-711ME Z UNFINISHED SPACES SHALL BE PLAIN BRASS OR CAST IRON. --ast Hampton DELIVERY OF HIS MATERIALS AND EQUIPM91T. C. CHECK VALVES: BRONZE Sr,.NG TYPE, 125 PSI, SIM!LAR M STOCK1HAM 29. VALVE TAGS AND CHART 1Y 11937 NO. B-319. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE STORAGE OF ALL I& SHOCK ABSORBERS A. EACH VALVE, EXCEPT VALVES AT FIXTURES, SHALL HAVE A 2 INCH DIAMETER EQUIPMENT, FIXTURES, PIPES, VALVES, ETC., EITHER AT THE JOB S17E WHERE BRASS TAG WITH 1 INCH HIGH NUMERAL STAMPED THEREON, SECURED M THE 3urveyor DIRECTED BY THE OVNEWS REITEMATIVE OR IN HIS OM. WAREHOUSE A. COPI'M BODY, WATER HAMMER ARRESTER MANUFACTURED BY SIOUX CHIEF, VALVE BY MEANS OF ROM S HOOK OR BRASS OWN. EACH SYSTEM TO HAVE \lathan Corwin Land Surveyor wHYDRA-RMW SERIES 650, SZE PER MANUFACTURERS REQUIREMENTS. A LETTER DESIGNATION AS ML 586 Main Rd. amesport B. INSTALL IN UPRIGHT POSITION VNERE INDICATED ON THE DRAXINGS. B. THE CONTRACTOR SHALL FURNISH AN APPROVED, NEATLY DRAY.N VALVE CHART, 11947 PROPERLY FRAMED, SH"G THE USE AND LOCATION OF EACH VALVE THAT IS TAGGED. :)roject title :-:ast Marion House Rocky Point Road, East Marion, NY drawing title PLUMBING SPECIFICATIONS 'tatus project no. DERMIT E009-01-001 )Cole drawn by �.T.S. JP ate page 2.05,2016 2 of 7 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICA11ON SPECIFICAT10N SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED Pm201 000 OR IN ACCORDANCE NTH APPUCABLE CODES. All dimensions to be checked :)n site. Do not scale. 411 �N UP ill CW UP 1" HW UP X" HWR UP 211 VV L P TO 4" SAN UP&DN BT A 31 DVE 31, V UP 2" G FROM PROPANE TANKS. 411 D COORDINATE WITH CIVIL ENGINEER. 2/" CW BURIED 12 FROM WELL PUMP. F\F�� COORDINATE WITH 1--Z 11 'N 6 6 0,6, DOMESTIC WATER STEEL TANK CIVIL ENGINEER. N-1 I �1 1 (125 GALLONS) 4" SAN BURIED TO SEPTIC SYSTEM H&CW, ,Y2" HWR TO WH-1 . SEE DETAILS RISER AND MANUFACTURER'S ERATURE FOR CONNECTIONS AND RECIRCULATION PUMP MODEL D-BOX-2�-W-DN�-1 X\ 7T -evisions RISE, Y2" H&CW 2" W UP & DN G UP - - - - - - - - - - GAS GAS GAS ODP 4" SAN UP & DN X - - - - - - - - - - 4" ST UP & 2" VENT UP 31, V UP - - - - - - - - - - r 4" ST TO DRY WELL -10"T i I I X-" C WAU P- 1 0'FFS E-T-D N h7j L- I I.— - 1 3/1, - - - - - - - - - - DOMES-T]C-BOOSTER WH-1 41-H PUMP BP-1 . C— 11 HWR UP - - - - - - - - CP-i X - - - - - - - - - - C— ' ST BELOW 2" W DN 3eal signature 4" SAN UP SLAB 1 )/2" V RISE bV NE L 'r A FD All SAN DN 00 V RISE tu 21, W UP ry 4" ST UP & DN LGAS GA GAS GAS GAS 3 S GAS GAS GAS GAS�-GAS GAS GASI Y2" H&CW L <ey plan TO FIXTURES 21, W UP FDp- /2 ' H&CW UP 2' W UP 4" SAN BELOW F1 — 2" W DN 0 �S LA8� 1 X" V RISE /- '-W D N I 31, V UP -lient Dana Ben Ari & Nikola Duravcevic Y2" H&CW UP 282 Washington Avenue X411 CW UP 21, S UP Brooklyn V 11205 orclTite�ts HWR Up TO ISLAND SINK ABOVE Shenton Architects LLP 195 Plymouth Street Brooklyn Y 11201 SO-IL 58 Jay Street, #501 Brooklyn DOMESTIC WATER Y 11201 FILTRATION SYSTEM BY 3tri.Fc-tur—al e—ngin—eer— TENSUI OR APPROVED Silman Associates 2 Old Slip, 10th Floor EQUAL. MODEL TYPE New York NY 10005 SPECIFIED IS CONTINGENT - - - - - - - - - - UPON CIVIL ENGINEER mep engineer LS Consulting Engineers WATER ANALYSIS FROM 150 W. 30th Street New York, NY 10001 WELL. :ivil engineer DB Bennett 20 Inkberry Street 7-ast Hampton V 11937 urv—eyo—r Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 :)roject title Hast Marion House Rocky Point Road, East Marion, NY drawing title PLUMBING BASEMENT PLAN tatus project no. ERMIT E009-01-001 caFe- — —dr—awn—by— /4" 11-011 JP ate page 2.05.2016 3 of 7 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCA11ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED P=300 , 00 OR IN ACCORDANCE NTH APPUCABLE CODES. 411 dimensions to be checked :)n site. Do not scale. 2"W UP TO 21, W UP SH DR 1/"' CW up 4" SAN UP 00 HW UP y 4 )/2" HWR UP 31, V UP 4" SAN DN 0- 2" V DN&RISE 0- 2" W DN 2" V RISE 2"SH DR H & CW Y2 TO FIXTURES V 2" W DN 1" CW DN H&CW FROM BELOW 1" HW DN 0 Y2" HWR DN 4" SAN DN Y2" G DN 2" V RISE 3" V DN CW DN LU 3/ HW DN 2" W DN 4" SAN DN 4 1 Y211VUP 2" VD%RISE IY2 HWR D � H& -evisions 2" W DN 2" W UP TO 2" V RISE SH DR Y2" H&CW r -qLSAN-DN I C". 31, V UP 3" V UP CW 11 CW UP seal signature 3" V DN '14" HW UP F-1 - ------ HWR CW DN 01 Y2 U '*1-b I UN E I HW DN 00 '7. _-47 Y2" HWR DN J! 0 0 r Ll 011011 ----------- <ey plan Y2" H&CW TO El I FIXTURES FROM I 0 F---I C.) U ---------------;� (2) 3,161 UH 4" SAN UP --lient Dana Ben Ari& Nikola Duravcevic 21, V UP 282 Washington Avenue Brooklyn \lY 11205 F-1 2 N_D_N_ :irchitects OF Shenton Architects LLP ;/211-V-D-N- 95 Plymouth Street Brooklyn F CW DN NY 11201 2" W DN 2" W DN (2) 3"ST UP HW DN O- lL Y2 38 Jay Street, 501 Y2" H&CW TO KITCHEN ISLAND SINK. SEE DETAIL AND Brooklyn qY 11201 FROM BELOW 0 RISER FOR PIPING LAYOUT. structural engineer Silman Associates 32 Old Slip, 10th Floor �Jew York NY 10005 mep engineer 2LS Consulting Engineers 50 W. 30th Street New York, NY 1000 1 0 civil engineer DB Bennett 20 Inkberry Street East Hampton 14Y 11937 0 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport 14Y 11947 :)roject title ...... East Marion House Rocky Point Road, East Marion, NY Jrawing title PLUMBING 1 ST FLOOR PLAN -tatus project no. DERMIT E009-01-001 _J scale drawn by 1/4"= 1 1-011 BY date page 02.05.2016 3 of 7 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCA11ON SPECIFICA11ON SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON n n OR TO BE CONSIDERED AS EITHER BEING APPROVED n OR IN ACCORDANCE NTH APPUCABLE CODES. Pm301 00 All dimensions to be checked :)n site. Do not scale. Y2" C&HW TO 3" VENT TERMINATES 2 FIXTURES 3 4 2" W DN 5 6 THROUGH SIDE WALL. 7 8 COORDINATE WITH ARCHITECTURE. CW DN 4" SAN DN oole HW D-N r HWR DN 2" V DN _J PI 2" SHOWER DR Y2" C&HW TO 3" VENT TERMINATES FIXTURES THR6UGH SIDE WALL. COORDINATE WITH ARCHITECTURE. 1Z Z I I I 3" V DN 3/4" CW DN �evisions HW DN Y2" HWRD 7 seal & signature LLLLLI 3" VENT DN I DFD 0 3"RIF A76 3" VENT TERMINATES <ey plan THROUGH SIDE WALL. COORDINATE WITH 0 ARCHITECTURE. 013- V//A COORDINKFE DRAIN LG ATIONS ::lient 11 Dana Ben Ari & Nikola Duravcevic WITH ARCHITECTURE. (T, YP.) 282 Washington Avenue Brooklyn �Y 11205 rchitects Shenton Architects LLP 4"S DN 195 Plymouth Street Brooklyn 2" V RISE '4Y 11201 SO- IL 38 Jay Street, #501 Brooklyn �Y 11201 structural engineer Silman Associates 32 Old Slip, 10th Floor �Jew York 14Y 10005 mep engineer LS Consulting Engineers 150 W. 30th Street �lew York, NY 10001 �Ivil engineer DB Bennett 20 Inkberry Street :-:ast Hampton \lY 11937 surveyor 'slathan Corwin Land Surveyor 1586 Main Rd. Jamesport \lY 11947 roject title :—::ast Marion House Rocky Point Road, East Marion, NY drawing title PLUMBING 2ND FLOOR PLAN -tatus project no. DERMIT E009-01-001 ,cale 11-011 drawn by 1/4"= JP date �a?e 02,05.2016 o 7 ...... THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. 0 THE APPUCATION SPECIFICATION SHEET. ALL N OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED Pm302000 OR IN ACCORDANCE WITH APPUCABLE CODES. 4,11 dimensions to be checked :)n site. Do not s cale. -7TF-mT-ff: I FT 1 T I I Tl- I I- T-M F I ri- I I -n I t 1-4 !-- 1 1 -�-I I tj I Il- tj 1 -rI I I -evisions OPEN TO BELOW.SEE P302 DRAWING FOR STORM DRAINAGE. ITT I 'TI I TI, I I TI seal & signature OF N IV LA MR �FssfotA 'SS10tA <ey plan I 4_1 �4 1141 1 -1-1 H _ x, \k X N NX N N X \X N\\\\\ x x L�J =L=Lil I LLLI-IL N 1�41 x X ::Iient Dana Ben Ari & Nikola Duravcevic 282 Washington Avenue rooklyn \lY 11205 Trc-h-iteci-s— henton Architects LLP 195 Plymouth Street Brooklyn \lY 11201 SO- IL 38 Jay Street, #501 Brooklyn NlY 11201 structur� engineer ilman Associates 32 Old Slip, 10th Floor \lew York \lY 10005 mep engineer -7T= 7' 2LS Consulting Engineers 150 W. 30th Street New York, NY 1000 1 4- engineer ennett 20 Inkberry Street ast Hampton J_ \lY 11937 urveyor \Iathan Corwin Land Surveyor 1586 Main Rd. Jamesport '4Y 11947 __T :)roject title East Marion House Rocky Point Road, East Marion, NY drawing title PLUMBING ROOF PLAN status project no. ERMIT E009-01-001 cale dra—wn by /4"= 1 1-01, JP late pag—e ,2.05.2016 6 of 7 12 3 4 5 6 17 8 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICA11ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED P=303000 OR IN ACCORDANCE WITH APPLICABLE CODES. 411 dimensions to be checked :)n site. Do not scale. BALL VALVE(TYPICAL) CHECK VALVE(TYPICAL) THERMOMETER RESURFACE CHIPPED OUT CENTER LINE WORK TABLE SINK FLUE(BY H&V AREAWITH EPDXY CONCRETE CONTRACTOR) STRAINER FLUSH WITH FINISH FLOOR ASME T&P AMTROL Wx 3"SEAMLESS LEAD FLANtE COUNTER 2"BOW VENT ABOVE VALVE EXPANSION FIXTURE OUTLET RELIEF 'THERM-X-TROL' U) DRAIN COLLAR TANK-ST-12 4 a. V.. :q SINK DISHWASHE THERMOMETER 7 A.' CIRCULATOR A 4A WITH AQUASTAT A. A 10 0 2"WASTE CONTROL A.t A A 4 .4- FROM SINK 4 10 A DRAIN CUT AT 45* AQ UASTAT ANGLE TERMINATE WITH '12'MIN. AIR GAP (TYP.) FINISH FLOOR R N HOSEEND DL Al ::IY FLOOR SINK DRAIN VALVE 2"VENT-SEE DWG.FOR PACK WITH MINERAL WOOL AND S AB CONTINUATION INI DRAIN— ACCESS MANHOLE WITH WATERPROOFING COMPOUND ift - ____ F 2"VENT VALVE CORE DRILL OPENING 1/2"LARGER ---- ,d - __- - , . . . '_;, - -A. A . 4 A D N RAI B( SLAB GALVAN IZE D STE E L ASTM A53 4"P TRAP CONNECTTO FD HOUSEKEEPING PAD 40 THREADED END DRAINAGE PIPING THAN DRAIN BODY WASTE PIPE CHECKVALVE WITH r FUNNEL -NOTE: VACUUM BREAKER y AIR GAP DRAIN TERMINATION AND 45'ANGLE CUT IS TYPICAL FOR ALL 2"WASTE NOTES: FOOD PREP SINKS.BAR SINKS SHALL BE HARD CONNECTED TO -SEE DWG. SANITARY SYSTEM.BOWVENT SHALL BE FOR ALL ISLAND SINKS. FOR 1. WATERPROOF EXISTING FLOOR OF ROOM WHERE FLOOR DRAIN IS TO BE LOCATED USING THOROSEAL SEALANT CONTINUATION OR APPROVED EQUAL. SCHEMATIC SCHEMATIC FOR PROPANE FIRED WATER HEATER 2 FLOOR DRAIN INSTALLATION 3 BOW VENT FOR ISLAND SINKS DETAIL 4 DISHWASHER & SINK INSTALLATION SCALE: NTS ISCALE: NTS ESCALE: NTS SCALE: NTS STD.WEIGHT STEEL PIPE SLEEVE OF SIZE FOR CONTINUATION AND TERMINATE SLEEVE FLUSH TO PASS PIPE AND SIZE,SEE FLOOR PLAN INSULATION PIPE AND INSULATION WITH FINISHED WALL SURFACES TO BE CENTERED IN SEAL OR CAULK SLEEVE SLEEVE-DO NOT GATE(OR BALL)VALVE THRU FIRE WALLS IN A SUPPORT PIPE FROM SMOKE TIGHT MANNER SLEEVE CONCRETE ANCHPOPR HI TIEKWICK BOLT, CHECK VALVE SAN.STACK OR SERIESHDI,ORA Ro ED EQUAL. RAIN LEADER INSTALLATION SHALL BE IN ACCORDANCE WITH 0 THE MANUFACTURER'S�RECOMMENDATION DIAL TYPE PRESSURE GAUGE(0-100 Psig) EXISTING WE LITEEL MEM4F FINISHED ESCUTCHEON C COLUMN PLATE FLUSH AGAINST COLUMN ENCLOSURE WALL AND OF SIZE TO GAUGE COCK FINISHED WALL SURFACE COMPLETELY COVER OPENING UNION FLOOR CONCRETE CLAB CLEANOUT TEE WIT CONCEALED PIPING PIPING EXPOSED TO VIEW COUPLER STEEL RE TRAINING S -evisions ACCESS COVER.J,4, THREADED ROID —THREADED ROD SMITH FIG.4531 INTERIOR WALLS ROD(SIZE AS REQUIR-1 IN-LINE CIRCULATING PUMP GALVANIZED ME GALVANIZED METAL (SEE PUMP SCHEDULE) LONG RADIUS ELBOft-� SHIELD FOR PIPING SHIELD FOR PIPING SEALING AND ANCHORING %IL I-% FINISHED WALL WITH INSULATION —CLEVIS HANGER WTH INSULATION A'* JA ' COLLAR SURFACE A A INSULATION INSULATION SEAL SLEEVE WITH SEAL WATERTIGHT WITH In TIGHTLY PACKED OAKUM&POURED LEAD WATER PIPIN VENT/WASTE/S WATER PIPING MASTIC OR ASPHALT PIPE CENTER PIPE IN SLEEVE COAT EXTERIOR . 4 A _SLIREACES WITH STORM OR-J SAN.DRAIN TAR COMPOUND NOTES. REDUCING TEE(OR TEST PLUG al & signature ... .JA' FOR INSERTION OF GAUGE) 1.CLEVIS HANGERS REQUIRED ON PIPING LARGER THAN 1" FOOTING OF Ne STANDARD WEIGHT STEEL LA PIPE SLEEVE INSTALLED DURING WALL CONSTRUCTION CONTINUOUS WELD 7. AQUASTAT(IF REQUIRED BY NOTES: EXTERIOR WALLS CODE)FOR CONTROL OF PUMP 1.PIPE SLEEVE FOR EXTERIOR WALL ABOVE OR BELOW GRADE. 2.FOR GAS SERVICE,EXTEND SLEEVE 11"PAST INSIDE FACE OF &4"PAST OUTSIDE FACE OF WALL. -C FLOW 5 LEADER OR SANITARY STACK BASE 6 YPICAL PIPE SLEEVES THRU WALL 7 s LcYA PICAL HANGER DETAILS 1 0 ICIRCULATING PUMP <ey plan SCALE: NTS rSCALE: NTS LE: NTS ' ISCALE: NTS ROOF NOTE: PAVILION ROOF DRAINAGE TO FALL OFF 11 DIRECTLY FROM ROOF TO GROUND DRAINAGE.ALL BT LAV LAV WC I VC ROOF RUNOFF TO BE SENT TO DRYWELL SEE ROOF TERRACE It ARCHITECTURAL AND CIVIL DRAWINGS, Y2 Y2" LAV LAV BT SECOND F�LCOP SECOND FLOOP L__J 4"RD 4"OF-D 4"OFID 4"RD --lient L-6o6— Dana Ben Ari & Nikola Duravcevic 282 Washington Avenue F A. Brooklyn BT LAV LAV WC LAV LAV SH BT WC WC LAV SK DW SK V 11205 11 4" SH 12" /2" 4" Y,"-1.42" Y�' ____j :irchitects F:R�'T 0 P ....... FIPST FLOOR Shenton Architects LLP FROMCIVILWELL 195 ymouth treet WATER TANK.SEE CIVIL DRAWINGS 2z ---—--- rooklyn FOR CONTINUATION 14 �Y 11201 11 SK WM \A/C LAV SK SO- IL SEE DETAILS AND I MANUFACTURER LITERATURE 58 Jay Street, #501 L J FOR CONNECTIONS x LitL41.42" Brooklyn GROUND TO DRY WELL. �Y 11201 SEE CIVIL 4" 4" 3tructural engineer DOMESTIC WATER DOMESTIC WATER FILTRATION SYSTEM BY TENSUI OR DRAWINGS FOR BOOSTER PUMP(EP-1) APPROVED EQUAL.MODEL TYPE SPECIFIED IS CONTINGENT CONTINUATION. Silman Associates UPON CIVIL ENGINEER WATER ANALYSIS FROM WELL. 32 Old Slip, 10th Floor 125 GALLON STEEL DOMESTIC TANK 'Jew York \lY 10005 DOMESTIC WATER RISER DIAGRAM STORM RISER DIAGRAM mep engineer 2LS Consulting Engineers 150 W. 30th Street \Jew York, NY 1000 1 'OF ROOF 4"V THROUGH 4"V THROUGH 4"V THROUGH SIDEWALL SIDEWALL SIDEWALL LAV LAV LAV -ivil engineer '�4" 1 1 DB Bennett WC WC 20 Inkberry Street 2"BTD SEC,DND FLOOR :-:ast Hampton 2" 2" �Y 11937 'Of --4" '_ — I urveyor r— -1 — _r — T_ — — -"!Z.4' T_ 2 AV LAV LAV .6AV 2" LAV �lathan Corwin Land Surveyor SK SK 1586 Main Rd. FIREPLACE STOVE Jamesport 4" mc D 80 CFH 203 CFH �Y 11947 FRST FLOO 2"BTD 2"SHD a 2"SHD i 2"BTD I F,'RST F1_OOR 2" 4" PROPANE :)roject title SERVICE FROM TANK. 4" —11— _T - .7 SEE CIVIL :-:ast Marion House LAV FOR 76CFH 35CFH Rocky Point Road, East Marion, NY WVM 4" 1 CONTINUATION. DRYER drawing title 2" CODP I I WC CODP G RO U N D I'D 1 3"I'D 2"SHD GROUND PLUMBING TO SEPTIC TANK. 4" 4" _J _y 4" 7L-Y /`2 4"" 2" 4" 4" RISER DIAGRAM SEE CIVIL ? 4" 4' DRAWINGS FOR 4" 4" 4" 4" CONTINUATION. AND DETAILS 'tatus project no. DERMIT E009-01-001 male drawn by SANITARY RISER DIAGRAM PROPANE RISER DIAGRAM �.T.S. ip ate page 2.05.2016 7 of 7 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCA11ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. P=501 000