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Home My WebLink About40343-Z g11FFDLeCI Town of Southold 3/27/2018 P.O.Box 1179 o - � 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39567 Date: 3/26/2018 THIS CERTIFIES that the building ACCESSORY Location of Property: 1455 Narrow River Rd, Orient SCTM#: 473889 Sec/Block/Lot: 27.-3-5 Subdivision: Fled Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/20/2015 pursuant to which Building Permit No. 40343 dated 12/14/2015 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/pool house with half bath, outdoor shower, trellis and roof overhang as applied for. The certificate is issued to Cohen,Leslie&Clifford of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0074 10/4/2017 ELECTRICAL CERTIFICATE NO. 40343 5/16/2017 PLUMBERS CERTIFICATION DATED 4/17/2017 P,,erek Raguso And u ho d Signature o�g�,�FOL�co TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 0 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#: 40343 Date: 12/14/2015 Permission is hereby granted to: Cohen, Leslie 207 Congress St Brooklyn, NY 11201 To: Construct accessory building (garage and pool house) as applied for. At premises located at: 1455 Narrow River Rd, Orient SCTM # 473889 Sec/Block/Lot# 27.-3-5 Pursuant to application dated 11/20/2015 and approved by the Building Inspector. To expire on 6/14/2017. Fees: ACCESSORY $584.80 CO -ACCESSORY BUILDING $50.00 Total: $634.80 az/ Bu dingI ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 J I Date. ! —a0 — S New Construction: Old or Pre-existing Building: (check one) Location of Property: �j 5 {V Qk{-rtO W 1��r 1RN C n�-- House No. Street Hamlet Owner or Owners of Property: ah-pan Suffolk County Tax Map No 1000, Section C� Block 3 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SOU�y®� 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® roger.richert(a-town.southold.ny.us Southold,NY 11971-0959 Is c®UtiffN� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Cohen Address: 1455 Narrow River Road City: Orient St: New York Zip: 11957 Building Permit#: 40343&40326 Section: 27 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anything Electric License No: 5220-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt 1 Recessed Fixtures 1 CO Detectors 1 Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture 3 Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: BP#40343 - Garage & Pool House, BP#40326 - Pool 1- Paddle Fan, 1-ARC Fault Circuit Breaker, 2- Combination ARC Fault and GFCI Circuit Breakers. Notes: BP#40326 - In Ground Swimming Pool Includes: Bonding, 1- Filter Pump, Pool Cover Motor, 1- Control Panel, 1- Time Clock, Pool Lights, Gas Pool Heater, 2- GFCI Circuit Breakers. Inspector Signature: 0 Date: May 16, 2017 0-Cert Electrical Compliance Form.xls rV'ot\"I- Qu(r,""st_ Town Halt Annex -- v Telephone(631)765-1802 54375 Mana Roadi - '==rt �'� Fax(631)765-9502 Southold,NY 11971-0959 r s D ��a�� Rj.T�.il1 nj('`TURP 4,i2TMEj�?'7` DD TO-VIT E OF SO HOLD MAY - 1 2017 BUILDING DEPT. TOWN OF SOUTHOLD C E R T_F I.SIC A 110 N Buiidina,Parlylit No. ( C/ Owner:�� "41917 17 Ise PrIM) (fierCis^.. priPM. 1 certify that the solder used in the water sup-piy system vontrhns less tllafli 2.11 10;of I% / 1 (Plu rs Signatu ,v rr�is before iEid ilhis i c day of t A 20 1") DOROTHY ANNtAMBOY Notary Public,State of New York No.011.A6269458 Qualified in Suffolk County Commission Expires September 24,20-2:u Notary Public, ��11�'- County 1 ' OF SO(/r�ol / � o TOWN,.OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION -' [ ] F NDATION IST [ ] ROUGH PLUMBING IV FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - o DATE INSPECTOR OF SO//ryo N o 0 m,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETR ION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN ) REMARKS: ab, 4 0 DATE INSPECTOR AA1 SOF SOUjyo TOWN OF SOUTHOLD BUILDING DEPT® 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: J DATE o 'L®1� INSPECTOR �o��pP SO�lyolo pat Pam cou�+,�� qol f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) YZ REMARKS: i<1w DATE � 1� /P7 INSPECTOR - - _ �j 1._ - _ -- _. _ ter+ • - i __ - ., r - SO(/Ty �o� olo -TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPEC p ON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING [ L FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ , ] ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) REIIAARICS: b4_- l1 P46 vmroet .&%_ ( G®'L✓ o r Q�avl'rdgy �tazoi' ov, Lott Ow *W1164 #&I mpof'rol "rt'awzl!�+- Plya,�(ktVA DATEINSPECTOR 3W3 ❑ �❑❑ Ryall Porter Sheridan Architects ❑�� 45 westStreet 4f I New York,, NY 1001010 �--- wwwxyallporter com r ! ��✓i L ' T 212 254 1175 F 212 254 1755 LI APR 2 9 2015 . ARCH9TECT RE PLAN NENG ONTEROORS April 27, 2015 LEED PHOUS The concrete re-bar installation for footings and walls as carried out by Manuele Contracting at 1455 Narrow River Road, Orient conforms to the specifications provided by Robert Silman & Associates Engineers — as per the construction set dated 12.17.14 Sincerely, William Ryall c coyv�N� S. RY�(< �. �c• 0150 F N F` J RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, NEW YORK, W1 0010 - 646.809.4343 D DD JUN 2 2 2017 Fbb 22nd, 2016 EUII,DING DEPT. To Southold Building Department, TOWN OF SOUTHOLD Re: Cohen Accessory Structure—Rebar Certification 1455 Narrow River Read Orient, NY 11957 The concrete re-bar in,stallaflcn for footings and walls as car6ad out by Manu- ale Contracting at 1455 Marrow Rimer Road, 0r enit conf rms to the speak facatiens prcVaded by Oilman Engineers—as per the construction set dated "12.02.3 6 Sinoerb])9 m Q Wu`15ar Rya'i1, FAIIA S. ��r �O. 01501, `°a OF ly^cvj RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, NEW YORK, NY10010 - 646,809.4343 April 21 st, 2017 To Southold Building Department, Re: Cohen Accessory Structure— Insulation Certification 1455 Narrow River Road Orient, NY 11957 The insulation installed by Manuele Contracting at 1455 Narrow River Road, Orient, New York conforms to the specifications provided in the architectrual drawings and ResChek report dated 06.08.15. Sincerely, William Ryall, AIA At '6F'��n qAc e_ 4 °• 0150A0 Qt' ��Bf NEW � I MAY 1 0 ?017 �-' RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, NEW YORK, NY10010 - 646.809.4343 April 21 st, 2017 To Southold Building Department, Re: Cohen Accessory Structure— Framing and Strapping Certification 1455 Narrow River Road Orient, NY 11957 The framing and strapping installation as carried out by Manuele Contracting at 1455 Narrow River Road, Orient, New York conforms to the specifications provided by Silman Engineers—as per the construction set dated 12.03.15. Sincerely, William Ryall, AIA jjJI L D -4,9L, 9rF�° 0150A0 P� Op N1E O D E D MAY 1 0 2017 RUELDING,DEPT. TOWN'OF SOUTHOLD 6Pgow RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, NEW YORK, NY10010 - 646.809.4343 April 21 st, 2017 To Southold Building Department, Re; Cohen Accessory Structure— Firestopping Certification 1455 Narrow River Road Orient, NY 11957 The firestopping as carried out by Manuele Contracting at 1455 Narrow River Road, Orient, New York conforms to the requirements set out in the New York State Residential Building Code. Sincerely, William Ryall, AIA ERE0 ARC S. i WA 0 0150 oF 10 i . MAY 1 0 2017 BUILDI C13'r DEPT. TOWN®F SOUTHOLD o f qo qq RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, NEW YORK, NY10010 - 646.809.4343 June 22nd, 2017 DD JUN 2 9 2017 To Southold Building Department, BUILDING DEir. Re; Cohen House— Framing TOWN OF SOUTHOI.D 1455 Narrow River Road Orient, NY 11957 The framing as carried out by Manuele Contracting at 1455 Narrow River Road, Orient conforms to the specifications provided by Robert Silman &As- sociates Engineers— as per the construction set dated 12.17.14 Sincerely, �� gcti William Ryall, FAIA * �° 02501%0 Q 0A MEW qo RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, NEW YORK, NY10010 - 646.809.4343 June 22nd, 2017 D To Southold Building Department, JUN 2 9 2017 Re; Cohen House— Firestopping BUILDING DEPT. 1455 Narrow River Road T®WNOF sow®LD Orient, NY 11957 The firestopping as carried out by Manuele Contracting at 1455 Narrow River Road, Orient, New York conforms to the requirements set out in the New York State Residential Building Code. Sincerely, EpED ARC a William Ryall, FAIA 'tA �° 01501% '(0 y RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, NEW YORK, NY10010 - 646.809.4343 D GC��OdL June 22nd, 2017 D To Southold Building Department, JUN 2 9 2017 Re; Cohen House— Insulation BU'DING DEP'. 1455 Narrow River Road TOWN OF 5®UTIJOLD Orient, NY 11957 The insulation installed by Manuele Contracting at 1455 Narrow River Road, Orient, New York conforms to the specifications provided in the architectrual drawings and ResChek report dated 09.24.14. Sincerely, DA c y S. RYq�� William Ryall, FAIA �'?;, • 01501"0 F O '40 /i / 1 0 • " al 45131 arm F Pill rig 29 pr 71711111 FA iff�Awm�,PA� VW NO m6 - gal Al r • • • • t1 �II 1 V � LAMMAM' Mil ��.i �.�� /�C.►.l+...w�I�,:w:ICS !.il ill �w ,�i t � r� '� � • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldTown.NorthFork.net PERMIT NO._!V0 Check , Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 � i !I �: r_►�eC� �Y1CYP,( n Disapproved a/c ' .� NOV 2 0 2015 �� I Phone: Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date �� 320 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with,4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation)' (Mailing address o applicant) State whether applicant is owner, less �agent, itect, engineer, general contractor, electrician, phunber or builder Name of owner of premises ze_96 r__ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whic�h/ proposed worlc will be done: f�✓ )� l�V a—l�liC�VJ /2[��i� ��0�—�C_ _ �:c�--�_/' House Number Street County Tax Map No. 1000 Section Z 7 Block' 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 r12--si b. Intended use and occupancLS - — 3. Nature of work(check which applicable): New Building `� Addition Alteration Repair Removal Demolition Other Work -71'— ©D 0 (Description) Estimated Cost — Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units /J/4 —Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify� tureand extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear �� Depth 2� Height /__3 r Number of Stories Dimensions of same structure with alterations or additions: Front /JG�- Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front SJ� Rear Depth - 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE�QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO �J * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS tfJ) �v csic YD �—'S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the 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 perfonned in the manner set forth in the application filed therewith. 'Sworn to,before me this 2015 AQ-m day of 1'Y1'� l - •, . ER ilTAR)PUBLIC,STATE OF NEW YO NO.01 DW6306900 Notary Pul0c QUALIFIED IN SUFFOLK COUNTY Signature of Applicant COMMISSION EXPIRES JUNE 30,$LLO i > > Scott A. Russell ��°� -� �y STO RIM�]MAT]ER SUPERVISOR o IWANAG)EAMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 tp 53095 Main Road-SOUTHOLD,NEW YORK 11971 �ll a- Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE LV1E ANY OF THE E 1FOI LOWING: 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 i erosion hazard area. ❑ Site preparation within the one-hundred-year floodplain as depicted on FIRM--M-ap- of any watercourse: F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Denton Professional,Agent Contractor,Other) S.C.T.M. ": 1000 Date - y NAME- / 27 - a 15 le„moo Section Block Lot �.. .-f4/ F10R MALDiNca Dr_P ARTNiIENTUSE ti_'•`-LY ` Contact Information I<kylion.4uiniX Reviewed By. - - - - - - - - - - - - - - - - - - �I -,2� -15 Date- Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — `//� Approved for proceaatng Building Permit &IS— 4�� ,J A1.�� X Stormwater Management Control Plan Not Required oy",�, `'� ® Stormwater Management Control Plan n,Required. (Forward to Engineering Department for Review) FORM ” SMCP- TOS MAY 2014C, 1 1 I V IVr IY•VU r JVJIvIVTr rr • Z ��'*tf 50!/pyo � <o Town Hall Awim 41Tdc-phone(631)765-1802 54375 Maui Road 042 � zx(G31)7( 9502 P.O.Dow 1179 � O roger.richert�{oWn.souttlold.ny.us antitliold,NY 1197 1-OU59 Ol ^ate cou BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ,REQUESTED BY: Date. 2 �6 Company Name: Name: jD` UdJ)G. f lc1 l_ License No.: c7 L C Address: 13oltzl �'� •7/ Phone No.: r - JOBSITE INFORMATION: (*Indicates required information) *Name: C 6 f�t✓� *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 4LO leo c1f-e- Gy /''-z (Please Circle All That Apply) d wily ��r, / 'ea --J *Is job ready for inspection: YE / NO Rough In Final *Do you need a Temp Certificate: YES/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information. PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form o4�gUFt:OI/Cco� Town Hall Annex �Q. y� Telephone(631-1802 54375 Main Road .t P. O. Box 1179 Fax(631)734-9502 C= z Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION - Date: Owner: Lq:7) e Location of Property: C' Please take notice that the (check applicable line): 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) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, Including girders and beams (F) Roof framing (R) 2��Floor and roof framing (FR) Signatur(�a._, Name (person submitting this form): e-�D�J_o ck— r Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC. PANTONE DESIGNATION OF CONSTRUCTION (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE' WHITE k • t 1n - - 4 1/2" STROKE -- --- --------- -DESIGN-ATION'FOR-STRUcTUR•AL - - - -- -- - -- ----- COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDFNfiFICATION SIGN FIANCE VMTH 19 WCRR PART 1265(1.lq NNTOS:kE coDEs o1vISIaM EXAI PLE TRUSS IDENTIFICATION SIGN DATE:03(08J2005 NEW YORK STATE DEPARTMENT OF STATE lr,. DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION tBEPARTbiENI�.CF`S=FIFE From: Nunemaker, Amanda Sent: Tuesday, December 08, 2015 9:25 AM To: Richter, Jamie Subject: Cohen property Hey Jamie, I'm currently reviewing a proposal for an accessory building for the Cohen property at 1455 Narrow River Road, Orient. You had approved a Stormwater Plan for the new dwelling that is currently being constructed. The new accy building has an impervious area more than 1000 sq.ft.which needs a review completed by you. According to the agent, Niall Carroll from Ryall Porter Sheridan Architects,you and the DEC had completed a review for the house, pool and this accy building back in July 2015. However,the only approval I see in my office is solely for the new dwelling. Can you do me a favor and see if you have any other Stormwater approvals for this property? I attached documentation he forwarded me, maybe that'll help you recall the situation. If not, I will have him forward a new plan for this proposal Thank you. _Amanda Wunem aker Building Permit Examiner Southold Town Building Department Phone: 631-765-1802 From: Richter, Jamie Sent: Tuesday, December 08, 2015 10:11 AM To: Nunemaker, Amanda Cc: Collins, Michael Subject: RE: Cohen property Amanda You are correct The plan I approved did not include the location of a Pool or Accessory Buildings. however,the plan you have dust sent me appears to address the drainage requirements for those items. I will print this new drawing and add it to the stormwater office file. As long as the drainage indicated on this plan is installed there should be no issues. Jamie 1 l t. 1 pF s0!/r�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 olycOUNT`1,�� June 9, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Leslie Cohen 207 Congress St Brooklyn NY 11201 Re: 1455 Narrow River Rd, Orient TO WHOM IT MAY CONCERN: The Followin Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Note: R a rti ication required per building inspector Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 40343 —Accessory Building A� CERTIFICATE ®F LIABILITY INSURANCE DATE DIYYYY) 12,1412015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE PO ICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHC RIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the cert(ticate holder Is an ADDITIONAL INSURED,the poilcy(Ies)must be endorsed. If SUBROGATION IS WAIVED,su * Ct to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer right to the certificate holder In lieu of such endorsements. PRODUCERAME CONTACT SPECIALIZED INSURANCE&SERVICES PHONE 631-718-6780FAX No. 631-758 781 204 RTE.112 MAI SRU@SPECtALIZEDINSURANCE.COM PATCHOGUE,NY 11772 ADORE 0 ESS' Auto-Home-Business-cycle-etc. INSURERS AFFORDING COVERAGE RAIC d INSURER A.ATLANTIC CASUALTY INSURANCE CO 42146 INSURED INSURERS: MANUELE CONTRACTING INC INSURERC: 193 OLD COUNTRY ROAD INSURER O: PO BOX 200 INSURER E: SPEONK NY, 11972 INSURER F: COVERAGES CERTIFICATE NUMBER: 6,226 REVISION NUMBER: THIS 1S TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED Oft MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE T RMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDS POLICY fF POLICY EXP LTR TYPEOFINSURANCE MR WVO POLICYNUMBER ilOD MMIDDIYYYY LIMITS GENERAL LIABILITY L068018491 9103/2015 9/03!2016 EACH OCCURRENCE S 2, 00,000 CONlf�1ERCIALGENERAL LIABILITY N N PREMISES WR occurrence$ $ 100,000 A CLAIMS-MADE a OCCUR MED EXP(Anyone on) $ 10,000 PERSONAL&ADV INJURY $ 2 000,000 FF GREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: COMPIOP AGG S O 0 X POLICY PRO- LOC � $ AUTOMOBILE LIABILITY CO aBINdED SINGLE UTAIT ANY AUTO BODILY INJURY(Per person) S AUTOS NED SCHEDULED BODILY INJURY(Pet a:xfdent) S HIREDAUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident S UMBRELLA LIAR OCCUR EACH OCCURRENCE $ excessLIA9 CLAIMS-MADE AGGREGATE $ _ DED I I RETENTIONS $ WORKERS COMPENSATION I Wes OTH- AND EMPLOYERS'UABIUTY S OIRpXCUECUFNE E.L.EACH ACCIDENT $ FFCEPAEMEEXCLDED?? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ NyYeess describe under OESCRIPTIONOPOPERATiONSbelow I I E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS f LOCATIONS)VEHICLES (Attach ACORO 101,Addltlonal Remarks Schedule,If more apace is required) CARPENTRY-CONSTRUCTION OF RESIDENTIAL PROPERTY NOT EXCEEDING THREE STORIES IN HEIGHT CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF E ABOVE pESCRIBEO POLICIES BE CANCELLED B FORE BUILDING DEPT THE EXPIRA DATE THEREOF, NOTICE WILL BE OELWERE IN ACCORDS H THE POLICY P V(S[ONS. PO BOX 11719 W SOUTHOLD NY, 11971 AU7MV�� @ 1988.2010 ACORD CORPORATION. All rights r served. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund Workers'Co»rpensation&Disabllint Benefits Specialists Sime 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE.NEW YORK 11747-3129 Phone:(631)759-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 682641199 MANUELE CONTRACTING INC P 0 BOX 200 SPEONK NY 11972 POLICYHOLDER CERTIFICATE HOLDER MANUELE CONTRACTING INC TOWN OF SOUTHOLD BUILDING DEPT P 0 BOX 200 PO BOX 11719 SPEONK NY i1972 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12242 369A 153289 11/06/2095 TO 11/06/2016 12M41205 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2242 359-4 UNTIL 11106/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 11/06/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 1G DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE, TH15 POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PHILIP MANUELE,PRES OF MANUELE CONTRACTING INC (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORI{-STATE INSURANCE FUND j "Ib le" FUND UNDERWRITING This certificate can be validated on our web site at hUps:/AN W.nysif.comlcerticertval.asp'or by tailing(888)876-5790 VALIDATION NUMBER:60324538 ll-26.3 AC" CERTIFICATE OF LIABILITY INSURANCE DATE'(MM 14/201 1214/2695 16.�THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY'OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE PQ ICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTH RIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,Sul feet to the terms and conditions of the policy,certain policies may require an endorsement, A statement on this certificate does not confer right to the certificate holder In lieu of such endorsement(s), PRODUCER CONTACT AME: SPECIALIZED INSURANCE&SERVICES PHONE -7 878 FAX N 631-758-41781 204 RTE.1121-MAIL SRU@SPECIALIZEDINSURANCE.COM PATCHOGUE,NY 11'772 oRas Auto -Business-cycle-etc. rNsuRER 3 At:FaRDING covERnce < sc e INSURERA:ATLANTIC CASUALTY INSURANCE CO 42146 INSURED INSURER 8: MANUELE CONTRACTING INC INSURERC: 193 OLD COUNTRY ROAD INSURER D: PO BOX 200 INSURER E: SPEONK NY,11972 INSURER F: COVERAGES CERTIFICATE NUMBER: 6,226 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSuP ANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY P RIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED Oji MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE T RMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1�7 R TYPE OF INSURANCE AOO FOUCY FF POLICY EXP LIMITSPOLI YNUMBER MMIDDIYYYY GENERAL LIABILITY N N L068018491 9103/2015 9/03/2016 EACH OCCURRENCE -$$ 2,300,000 COMMERCIAL COMMERCIAL GENERAL LIABILITY PREMISES E a s 100,000 A CLAIMS-MADE XI OCCUR MEO EXP(Anyone peracn) s 10,000 PERSONAL&ADV INJURY $ 2 000,000 GENERAL AGGREGATE $ 2,)00,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ _Z300,000 X I POLICY MTAR LOC $ AUTOMOBILE lIAB1t 1TY COMBINED 34 LH U ANYAUTO BODILY INJURY(per person) S AUTOS NEO SCHEDULED BODILY IMURY,(Per accidaat) $ AU NON�OYUNED I PRO ER flAMAGE $ HIREDAUr03 AUTOS Peracddenl $ UMBRELLAUAB OCCUR EACHOCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION CSTATt1- OTH• AND EMPLOYERV(LIABILITY ANY PAOPRIETO"ART NERIEXECUTNE Y N E.L.EACH ACCIDENT S OFFICERtMEMSER EXCLUDED? NIA, (kndatary In NH) E.L.DISEASE-EA EMPLOYE $ dWIO under rRIPTt0N OF OPERATIONS b0ow E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS i LOCATIONS)VEHICLES(Altach ACORD 101,Additional Remarks Schedule,t(more space Is(equlrod) CARPENTRY-CONSTRUCTION OF RESIDENTIAL PROPERTY NOT EXCEEDING THREE STORIES IN HEIGHT CERTIFICATE HOLDER CANCELLATION TOWN of soUTHOLD SHOULD ANY OFJE ABOVE DESCR{6ED pOLICit S BE CANCELLED B FORE BUILDING DEPT THE E%PIRADATE. THEREOF, NOTICE WILL BE DELIVER( IN ACCORDA THE POLICY P VISIONS. PO BOX 11719 k SOlJ7HOLD NY,11971 AVTI10PRE T 1 � O 1988-2010 ACORD CORPORATION. All rights rc served. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund. Workers'Compensation&Aisabl i&.benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR.MELVILLE,NEWYORK 11747-3129 Phone-(631)766-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 582641199 MANUELE CONTRACTING INC P O Box 200 SPEONK NY 11972 POLICYHOLDER CERTIFICATE HOLDER MANUELE CONTRACTING INC TOWN OF SOUTHOLD BUILDING DEPT P O BOX 200 PO BOX 11719 SPEONK NY 11972 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12242359-4 153289 11/06/2015 TO 11/06/2016 12!14/2015 THIS IS TO CERTIFYTHAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO,2242 359-4 UNTIL 11106/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. 1F SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 11/0612016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PHILIP MANUELE,PRIES OF MANUELE CONTRACTING INC (ONE PERSON CORP) THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORX-STATE INSURANCE FUND SD,0�,J V DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https:/Amm.nysit.com/cert/cerival.asp or by tailing(888)875-5790 VALIDATION NUMBER:60324538 ll-2&.3 i t Generated by REScheck-Web Software Compliance Certificate Project Cohen Accessory Structure Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 90 deg. from North Conditioned Floor Area: 410 ft2 Glazing Area 31% Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1455 Narrow River Road Orient, New York 11957 �- 0. Compliance: 36.3%Better Than Code i Maximum UA: 124 Your UA: 79 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat or Scissor Truss 410 40.0 20.0 0.018 7 Wall:Wood Frame, 16in. o.c. 171 18.0 0.0 0.062 11 Orientation: Left side Wall:Wood Frame, 16in. o.c. 216 18.0 0.0 0.062 3 Orientation: Front Door:Solid 24 0.190 5 Orientation: Front Window:Wood Frame,Triple Pane 139 0.110 15 Orientation: Front Wall:Wood Frame, 161n. o.c. 157 18.0 0.0 0.062 5 Orientation: Right side Window:Wood Frame,Triple Pane 76 0.110 8 Orientation: Right side Wall:Wood Frame, 16in. D.C. 225 18.0 0.0 0.062 12 Orientation: Back Window:Wood Frame,Triple Pane 24 0.110 3 Orientation: Back Floor:All-Wood joist/Truss Over Uncond. Space 410 40.0 0.0 0.025 10 Project Title: Cohen Accessory Structure Report date: 06/08/15 Data filename: Page 1 of 7 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Tole ` Signature Dat y �^ Project Title: Cohen Accessory Structure Report date: 06/08/15 Data filename: Page 2 of 7 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions •& Req.ID 103.2 ;Construction drawings and ❑Complies [PR1]1 ;documentation sufficiently ❑Does Not demonstrates energy code 109) !compliance for the building ;❑Not Observable envelope. J❑Not Applicable 103.2, Construction drawings and ❑Complies ; 403.7 ;documentation sufficiently ❑Does Not [PR3]1 idemonstrates energy code of ;compliance for lighting and ❑Not Observable mechanical systems.Systems ❑Not Applicable j ;serving multiple dwelling units ;must demonstrate compliance !with the commercial code. i 403.6 !,Heating and cooling equipment is; Heating: ; Heating: ;❑Complies [PR2]2 isized per ACCA Manual S based ! Btu/hr ! Btu/hr j❑Does Not on loads per ACCA Manualor �} !other approved methods. J ; Cooling: Cooling: !,[]Not Observable ! Btu/hr Btu/hr ;❑Not Applicable a Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cohen Accessory Structure Report date: 06/08/15 Data filename: Page 3 of 7 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 ;Exposed foundation insulation ;❑Complies [FO11]2 protection. ;❑Does Not 9 ;❑Not Observable I ;❑Not Applicable 403.8 ISnow melt controls. ;❑Complies [FO12]2 j ;❑Does Not V ; ENot Observable 1 ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Cohen Accessory Structure Report date: 06/08/15 Data filename: Page 4 of 7 section Plans Verified Field Verified # Framing/,Rough-In Inspection Value Value Complies? ' Comments/Assumptions & Req.ID 402.4.4 ;Fenestration that is not site built ❑Complies [FR20]1 ;is listed and labeled as meeting ❑Does Not �AAMA/WDMA/CSA 101/I.S.2/A440 k or has infiltration rates per NFRC ( ❑Not Observable 1400 that do not exceed code ❑Not Applicable !limits. 402.4.5 j IC-rated recessed lighting fixtures+ ❑Complies [FR16]2 'sealed at housing/interior finish ❑Does Not . ,and labeled to indicate&It;=2.0 ❑Not Observable t cfm leakage at 75 Pa. ❑NOt Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 lair handlers,filter boxes,and ❑Does Not :building cavities used as return !ducts are sealed. ❑Not Observable 1 ! i ❑Not Applicable 403.2.3 ;,Building cavities are not used as , I❑Complies ! [FR15]3 !ducts or plenums. ❑Does Not 1 [:]Not Observable J❑Not Applicable 403.3 j HVAC piping conveying fluids R- R- I❑Complies ! [FR17]2 i above 105°F or chilled fluids ;❑Does Not ° (below 55°F are insulated to R-3, L� ,❑Not Observable ❑Not Applicable j 403.4 (Circulating service hot water R- R- ;, Complies [FR18]2 pipes are insulated to R-2. ! 1 !❑Does Not { ;❑Not Observable i ;❑Not Applicable 403.5 (Automatic or gravity dampers are j❑Complies [FR19]2 'Installed on all outdoor air ! ❑Does Not 4J intakes and exhausts. ❑Not Observable #❑Not Applicable 1 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cohen Accessory Structure Report date: 06/08/15 Data filename: Page 5 of 7 2010 New York Insulation Inspection " Complies? Comments/Assumptions: Energy 303.1 ;All installed insulation labeled or ;❑Complies I [11413]2"{ iinstalled R-values provided. {❑Does Not ,'J ;❑Not Observable; j ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cohen Accessory Structure Report date: 06/08/15 Data filename: Page 6 of 7 ;Section Plans Verified Field Verified # Final Inspection;Provisions Complies? ,Comments/Assum`ptl'ons„ & Req.ID, Value Value 402.4.2, ;Building envelope tightness ; ACH 50 = ACH 50 = ;❑Complies 402°4 2.1 !verified by blower door test result! !❑Does Not [FI17]1 :.of<7 ACH at 50 Pa.This i ;❑Not Observable r� requirement may instead be met , !via visual inspection, in which ;❑Not Applicable ; case verification may need to ;occur during Insulation I Inspection. 403.2.2 ;,Duct tightness via post- cfm i cfm ;❑Complies [FI4]1 !construction with maximum ! ! UDoes Not ! leakage of 8 cfm to outdoors, or ! I", ;12 cfm across systems. For UNot Observable 1 rough-in tests,verification may 1 ❑Not Applicable need to occur during Framing ! ! !Inspection,with maximum :leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 , l Programmable thermostats I ❑Complies ; [F19]2 j installed on forced air furnaces. J'❑Does Not ° }❑Not Observable _10Not Applicable 403.1.2 ",.1 Heat pump thermostat installed { j❑Complies [FI10]2 .}on heat pumps. Does Not ° ❑Not Observable ❑Not Applicable 403.4° #Circulating service hot water ❑Complies [FI11]z (systems have automatic or ❑Does Not `accessible manual controls. a ❑Not Observable J❑Not Applicable 461.3 ., ;Compliance certificate posted. ❑Complies [FI7]2 ; ❑Does Not a # ii FL [-]Not Observable I - ❑Not Applicable 303:3 !Manufacturer manuals for 10complies ; !mechanical and water heating ❑Does Not ' equipment have been provided. ; ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cohen Accessory Structure Report date: 06/08/15 Data filename: Page 7 of 7 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate 'Insulation . Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 40.00 Ceiling/ Roof 60.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.11 Door 0.19 Heating &Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments 0 6� (6)LEACHING GALLEY T) (10 INTERIOR HDGH B O GALLEY 417 80 STONE J97 ' (6)LEACHING GALLEY 0 ALLEY 6 HDCHT) B BO GALLEY 626 BO STONE 5 76 750 12.70' OW-41 / GRATE 1090 A / �•` TO RING 900 ' 1046 A BO PoNG500 EFFECTIVE DEPTH 400' 5 \TOTAL DEPTH'590 1030 ♦ ®R. __ \ / GRATE--13340 ® `\- _ t rpp ,,,A ..® 1050INV-9 90 7(" ♦® 11 20 10 50 •V GRA ITE ISO \ s� .• TO RING 800 GARAGE' B ✓ >f B 0 RING 4 DO I A \ \ ' 1600 �I 1050 I EFFECTIVE DEP IM 400• ._\ �♦ 7J 00} � L 4: ` TOTAL DEPTH 590' I ' \ ♦ 34 LF I IMVO 2R ! \ / ' IN 11 40 /\ x: ' 12 J2 OW O-21 • _ i.I< { i`-J m _(�'.O- :•L.•'. 1238 3O1 LF (;RATECRATE 15 40 TRIN16W- EFFECTIVE 800INV- 1150 DEPTH, 90' RES! ''/� \�/ /��'��(/' O '\♦\ i T ' \i\\' ` �i'(- ♦♦♦ 121s INV- R® _ t I' 42 LF 3DD - 7 _. 0 2Z 33 LF \ I 'rOi♦�, ♦\♦ O 2RCRATE�11XCDRWA-TJE 2 05 0:TO PoN1 \ \ ` f ' \ I \\\ r `®.♦'-`ii,��%�`:..,;. B 165p / ` % BD RING00 5 02R \ O EFFECTIVE O ) 400' 15 a5 V -'♦ 1300 15 TOTAL DEPTH 605• O 2R 02% INV= 794 POOL i INV \ c �: :•�f� 1120 0 ,O ✓ 1 ♦♦�_� GRA E 110D 1585 INV TO RING 900 1230 Tw 1600 7 BO ftINC 500 DW-11 Bw 1200 �� TOTALDE DEPTH 400' 1585 GRATE 15 JO ,7 ♦'S TOTAL EFFECTIVE E DE 600' TO RING iJ 00 / B0 RINC500 ®� INV= ` J I ''. EFFECTIVE DEPTH 730' \ Il 96 GE OF PEA GRAVEL I GRAVEL BED I B rorAL DEPTH 10 JO' 1 (REFER TO ORANING BY OTHERS) I T 0 GRAVEL BED 5 GO 2 J / BO GRAVEL BED 400 DW-1 2 15 GRATE 15.80 INV- TO RING1400 740 B0.RINC'500 FFETEPTN 7 So 56 LF TOTAL / B-3 TOTAL DEPTH 100• 6022 sez 5 58 14 I If/ CRATE-12.70 5 INV.B 52 L ' IJ , 391E GRATE.12J0 / / / ,i a iio00o / GRAPHIC SCALE MATCHLINE SEE SHEET C-2 IN FEET) REFER TO DRAWING C-2 FOR NOTES AND LEGEND ' / HOR z 1,N°h= 2D LL ( 5 83 DA,E uN DLswvrl°n m RR F,EFF.. PRafCT NAVE TOIL 44 UN.wMORIZEO ALTERArTON OR aRD.G rNcwmL mars*NO Dc..vc ND FLS'kgS'4. F.�F NEIL ADDmoN rD ms DOLUNEM¢ MGC CE2504 ', =• •••. Q� R < AWOIAPONOFSFCAON7209 COHEN RESIDENCE GRADING AND DRAINAGE PLAN 1 Jr�\.P— Rq ••?.% ��' X9.0'0 OF THE UWORK SfAIE R'• OE4MG By AB N0. Y. 7f•,r,,. ' o Nl) [' MGC CE2504 S Et\L :N (HESE(XICUNENTS(OR COPTEB � CAMERON ENGINEERING TOWN OF S 0 U T H 0 L D C-1 w_ 1 OF ANY INEREOF)PREPARED BY i &ASSOCIATES,LLP _cT tOCA14)N' ORANN DY W1E ■ —� ■ >g••• 195b D� OR BFARMO THE SELL OF IME v -� F•. cNGwcm—NO,DE Rn,= r MGC 04/20/15 [� F FOR ANY ExfEN5TON30F TME > 1455 NARROW RIVER ROAD ��V•(�F`�• S)�JJ \�_�"A V PROTECT OR ANY OMER PRQIECi psOPlwL CN—.6Y SCNE DRAWING WR pUT E WRT CONSOR �. N Y 1 19 5 7 'FFFFF OF ME ENC NEER ,r, nr ORIENT, CIVIL KM AS SHOWN 1 D1 4 YCI AREA = 14.5676 ACRES D ��Ovf� ----- D CONCRETE JUL 2 1 2016 :1 1!f E r' FOUNDATION SURVEY OF PRePl� IY rA1 T,"t' r3 h DiNG DEVE * -(E AT ORIENT TOWN OF SOUT11OLD tk& DD TOWN OF SOUTHOLD S SUFFOLK COUNTY, N. Y. NIT �I V'S ly, -IOW-27-03--W OU SCALE. S4 JANUARY 14, 2014 4 IV y OP o L-YACARINO JANUARY 31, 2014 (TEST HOLE Se CCERTIFICATIONS)C041 1v", a C-ID-M-5 MARCH 3, 2014 (LOCATED WELL) .0 0 MAY APRIL 1 20104 214(A(DDITIONS)PROPOSED HOUSE) /�/ ` ` 0 fp for JULY 10, 2014 (REVISIONS) 0I AUG. 22, 2014 (REVISIONS) SEPT. 5, 2014 (SEPTIC REVISIONS) OCT. 7. 2014 (WATER LINES) OCT. 29, 2014 (EROSION CONTROL PLAN) 41N NOV. 20, 2014 (REVISIONS) 71 OS AUG. 25, 2015 (REVISED SITE) Ov O m 0 / k-3- OU 6. C204, Lo rolkr- SEPT. 22, 2015 (REVISED SITE) A, • • • • OCT. 19 2015 (REVISED SITE) C6. OCT. 29 2015 (REVISED SITE) DIV i �p Ar DEC. 10, 2015 (REVISED SITE) (,qp PC 40 .•. . . . . .•. . MARCH 11, 2016 (POOL & POOL HSE. FOUNDATIONS) �'S . . . . . . . . . . . 004 lz�)7Z4 . . . . . ... S014 . . . . . . OE% 2�0,v 74'r- . . . . . . . . 4P .. . . . . . ... . may . . . . . . . . . . . . . . . . . . . . . . . . . . It %01 13 . . . . . . . . . . DW DW LINE OF RE BACKED 0 SILT FEN x .0, es" EDG OF G L . . . . . . . . . . .. .. . . . SU . . . . . . . . . . . . . . . . . . NOT TO SCALE 0, �l SUR ACE - . %,,., . . . . . . . . . . . .. . . . . . . . . N e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ow LU a C? . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . Nx %-0' 11 4 R-k _ SdI ee POOL ow .01 MY 0 DRYWELL -29Z .. TA . . . . . . . . . . . . . . . . . . . . . . 1p 104(361�44v k + . . . . . . . . . . . . '00, 0 E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . *. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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OF ,Vjcr,5. 00-6 COUNT - j -:7 1 S IN AT.)VANrE CALL --0 -13 To Sc RIS ROD) G,�96� �,3 u.�o* 5'�.��,p� LAOXK oc or yg ol Opp. STA 40- "U F F 0 L K C o u m-r\,,D Pi ;,,Fil 4v,2- 11 OF HEAL i S E RV!C E S 1IT I SEPTIC SYSTEM #1 (APPROVED) NIS a AND (FOUR BEDROOMS) f [ ,56PS 1] 1,000 GALLON SEPTIC TANK CONSTRUCTION ACCESS DETAIL [31 4' DEEP x 8' DIAMETER LEACHING POOLS /0 7- 0 Tx- v, AL � u ow L-11 66 TH"RZE YZA`5; 0"AtTE CF A-P-iy. = PIPE ead — A-Pr = MONUMENT 30 - WETLAND FLAG TEST HOLE DATA Lt 4 LANDWARD EDGE OF TIDAL WETLANDS AS DETERMINED BY T(�c �- � �f �„� BY McDONDALD GEOSCIENCE 'k vi I 1� SUFFOLK ENVIRONMENTAL CONSULTING INC. ON DECEMBER 24, 20I3 1/20/14 1:50PM EXCAVATE TO 12—INCHES W�c lm familiar with the STANDARDS FOR APPROVAL EL. 9.2' BACKFILL WITH ROUGH STONE DARK BROWN LOAM OL AND CONSTRUCTION OF SUBSURFACE SEWAGE — 0.5' DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES BROWN SILT ML C — 2.5' and will abide byte conditions set forth therein and on the C, C �� 1 ( . '.., P to construct. BROWN FINE TO COARSE SAND WITH 10 % GRAVEL SW The location of wells and cesspools shown hereon are 5' from field observotions and or from data obtained from others. PALE BROWN RNE TO COARSE SAND SW YS. LIC. NO. 49618 � �R ANY AL TERA 77ON OR ADDITION TO THIS SURVEY IS A VIOLA 77ON EL. 2.1- --,WA—TE� 7.1' CERTIFIED TO: -PEGON1C-),,SU)?,,VEYORS, P.C. OF SECTION 7209 Or THE NEW YORK S TA 7E EDUCA 77ON LAW CLIFFORD COHEN EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS WATER IN PALE BROWN FINE TO COARSE SAND SW LESLIE COHEN (631)-•-765=5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ELEVATIONS AND CONTOUR LINES AREINSIGNIA NATIONAL TITLE ACNCYLLC P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 77-IE SURVEYOR . —17' SECURIT ,Y TITLE GUARANTEE CORPORATION OF BALTIMORE 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON REFERENCED TO NA VD DATUMSOUMOLD, N. Y 11971 13-299 AREA = 14.5676 ACRES CRE FOUNDq 110N 18 aRR�� o.�,��R�c z SURVEY OF PROPERTY / AT ORIENT 0. �,� ' .�.`'.�' RoTOWN OF SOUTHOLD 5 �. g9' s /OI�� SUFFOLK COUNTY, N. Y. gNgRY� '0P 1000-27-03--05 SCALE: 1'=60' /FX/S Mq/N y F. pROp�9S 9�.' O % �PV�► 5JANUARY 14, 2014 �N� OUS ---,4-- F ` 4NF 2d, L..YACC"ARINO JANUARY 31, 2014 (TEST HOLE & CERTIFICATIONS) 4<< �� , CONSFUHO 2 ,f 8�R to'r�"rs MARCH 3, 2014 (LOCATED WELL) � R(/CjjO a 0 I Old. oot, APMARIL14. 201 (PRO1POSED 0NS) HOUSE) N 0r �% PRS JULY 10, 2014 (REVISIONS) AUG. 22, 2014 (REVISIONS) SEPT. 5, 2014 (SEPTIC REVISIONS) 8' fU 0 SgN/ t3� OCT. 7, 2014 (WATER LINES) � CSF TqR OCT. 29, 2014 (EROSION CONTROL PLAN) v Ory gN�O4 </iyF �� , + Co. NOV. 20, 2014 (REVISIONS) t7" • AUG. 25, 2015 (REVISED SITE) DL0 �Zo•E SEPT. 22, 2015 (REVISED SITE) 10 VAR`,`.=. OCT. 19 2015 (REVISED SITE) VAR 2 2 201f,) DD OO O�O�J �� Oly SFp S +. .`. _ OCT. 29 2015 (REVISED SITE) to G O (gppRC Sy F,Q 'yam �I �, � ,. . .`.+. +.`. DEC. 10, 2015 (REVISED SITE) '00, .0, SO/< S N Rp�o��M#' Z;" t%66' +.` . . ..+.. . .+.`.+. MARCH 11, 2016 (POOL & POOL HSE. FOUNDATIONS) BUILDING D":I'T. S70 o. t11.n TOWN OF SOUTHOLD <o�q ck'O/L �P ` . �.�.�. .�.+.�.�.`.+.�. . "Zzz % 4P <p $+v?'�r� �.�.�.J.�.�.�.+.�.+.+.`.+.�.�.�.�. �a QkP'ow ow0 LINE OF RE BACKED .• ' '`.�"�'�"�'�•�-�•�'�'�'�"�`�. . . hO SILT FENCE ..+_ . •�� _ • �� _� � _ _ 1/ i X �e6 .`.`.`.`.`.`.`.`.`.`.`.`.`.` `.`.`.`.`.`. _ NOT TO SCALE ( d /+� .� - p `s, su ACE .`. .+.+. .�.�.`_+. . . . .+.�.�...`. 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N/0 O STAB SEPTIC SYSTEM #1 (APPROVED) (FOUR BEDROOMS) v► a +�0 L [1 ,000 GALLON SEPTIC TANK WNo� 56 ev [3�] 1 4' DEEP x 8' DIAMETER LEACHING POOLS N/0/F CONSTRUCTION ACCESS DETAIL 0 0'j10 wo. �gFP 666'*2, Q = PIPE 231'776 = MONUMENT 30' = WETLAND FLAG LANDWARD EDGE OF PDAL WETLANDS AS DETERMINED BY TEST HOLE DATA /20/1 D SUFFOLK ENVIRONMENTAL CONSULTING INC. ON DECEMBER 24, 2013 BY Mc1 GEOSCIENCE /20/141:50PM EXCAVATE TO 12—INCHES I am familiar with the STANDARDS FOR APPROVAL EL. 9.2' BACKFILL WITH ROUGH STONE AND CONS7RUCTlON OF SUBSURFACE SEWAGE DARK BROWN LOAM OL DISPOSAL SYSTEMS FOR SINGLE FAM1L Y RESIDENCES o.5' BROWN SILT ML he conditions set forth therein and on the and will abide by t 2.s � ��' .,�---�,�w~�•` ^,� permit to construct. Fy T p BROWN FINE TO COARSE SAND WITH 10 X GRAVEL SW }� 4� ` f The location of wells and cesspools shown hereon are 5' ` from field observations and or from data obtained from Others. PALE BROWN FINE TO COARSE SAND SW -` ANY AL7FRA77ON OR ADDI 77ON TO THIS SURVEY IS A VOL A77ON CERTIFIED TO: <� F. N. Y.S. LIC. NO. 49618 EL 2.1 wATE 71� ECONIC.IS ORS, P.C. OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. CLIFFORD COHEN EXCEPT AS PER SEC7TON 7209-SUBDIVISION 2. ALL CERT7FICA7TONS WATER IN PALE BROWN FINE TO COARSE SAND SW LESLIE COHEN (6;31)Z765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ELEVATIONS AND CONTOUR LINES ARE INSIGNIA NATIONAL TITLE AGENCY, LLC I�OLX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR REFERENCED TO NAIAD DATUM. WHOSE SIGNATURE APPEARS HEREON. 17• SECURITY TITLE GUARANTEE CORPORATION OF BALTIMORE SOUTHOLD, N. Y 11971 STREET 13 299 COHEN OROOF TIE, SEE SCHEDULE RIM TIE, SEE SCHEDULE O ROOF SHEATHING STUD AT — TOP OF WALL PLATE PLYWOOD SHEAR WALL NOTES: H SEE GENERAL NOTES PLYWOOD EDGE SEE TYP.DTL. 1 UD HOU S E FOR FOR PLATE LAP . STUDS, SILL PLATES AND TOP PLATES AND RAFTERS, SEE PLAN ADD'L INFORMATION BLOCKING SHALL BE 2X U.O.N. SEE SHEAR WALL 1455 Narrow River Road FOR SCHEDULE FOR SIZE AND SPACING. PROVIDE 3X Orient, NY 11957 SIZE AND SPACING FRAMING AT BOLTED FOUNDATION SILL PLATES, T.O. WALL PLYWOOD PANEL EDGE BLOCKING, AND STUDS HOLD DOWN AT PLYWOOD PANEL EDGES WHERE SHEAR WALL EL. SEE PLAN/ARCH. SPLICE TO WALL SHEATHING SOLID BLOCKING AT DESIGN SHEAR EXCEEDS 300 PLF. SEE DATE REVISIONS REV. NR. OMITTED FOR CLARITY, ALL PLYWOOD EDGES FRAMING SHEAR WALL SCHEDULE. SEE BELOW FOR TO MATCH STUD SIZE ABOVE. 12.03.2015 CONSTRUCTION SET NAILING (3x AT SHEAR GREATER SEE PLAN. 2. ORIENTED STRAND BOARD (OSB) WALL SHEATHING THAN 200 PLF) EDGE NAIL SHALL NOT BE UNLESS APPROVED SUBSTITUTED ENGINEER. FOR PLYWOOD WALL STUDS, SEE PLAN DOUBLE 2x PLATE, SIZE TO FOR SIZE AND SPACING MATCH WALL STUDS (TYP.) SIMPSON CMST14 AT HEADER TO 3. ALL NAILS SHALL BE COMMON WIRE NAILS, AND INTERMEDIATE SHEARWALL LAP HEADER 2'-0" SHALL BE LABELED AS ENGINEERED CONSTRUCTION CONT. 2x PLATE, SIZE RIM TIE, SEE SCHEDULE O NAILING PER MIN. PROVIDE (12) S NAILS IN NAILS COMPLYING WITH ASTM F1667. TO MATCH WALL SCHEDULE (2) STAGGERED LINES OF (6) STUDS LSTA36 AT EACH STUD NAILS AT 3" o/c MIN. LAP WALL 4. ALL BOLT HOLES IN WOOD SHALL BE MAX 1/16" (TYP. ® EACH FLOOR) (3) STUD SPACES 4'-0" MIN. —OVERSIZE. PROVIDE PLATE WASHERS AT ANCHOR PROVIDE (4 10d NAILS EA. BOLTS - SEE GENERAL NOTES FOR SIZES. C) OFOCK(2) INAILS) STAGGERED LINES 5. AT 2X STUDS, PLATES, AND BLOCKING, PROVIDE HOLD-DOWN ANCHOR FLOOR SHEATHING, SEE GENERAL E AT END OF SHEAR WALL NOTES LENGTH , SEE FASTENER FOR ADD'L INFORMATION SEE SCHEDULE FOR 3/8" MIN NAIL EDGE DISTANCE. SCHEDULE AND SHEAR RIM BOARD OMITTED FOR CLARITY STUD SIZE AND WALL END DETAIL SPACING 6. AT 3X STUDS, PLATES AND BLOCKING, PROVIDE 1/2" MIN NAIL EDGE DISTANCE - STAGGER NAILS IN 2 T.O. WALL WALL END POST - SEE LINES ALONG ADJOINING PANEL EDGES. OFLOOR TIE, SEE SCHEDULE HEADER SCHEDULE AND H EL. SEE PLAN/ARCH. PLAN - PROVIDE 7. STAGGER SHEAR WALL SILL PLATE ANCHOR PLYWOOD PANEL SEE DOUBLE STUD MINIMUM BOLTS/ NAILS AND PLYWOOD EDGE NAILING. OPLYWOOD PANEL SEE SCHEDULE FOR - PROVIDE 4x POST AT SCHEDULE FOR THICKNESS STAGGER HOLDOWNS 8. PANEL JOINTS SHALL BE OFFSET TO FALL ON THICKNESS (STAGGER DOUBLE 2x PLATE, SIZE TO JOINTS) ( DIFFERENT FRAMING MEMBERS WHERE SHEATHING IS JOINTS) MATCH WALL STUDS (TYP.) INSTALLED ON BOTH SIDES OF STUDS, AND NAILS ANCHEDGE NAILING WALL STUDS, SEE PLAN HOLDOWN ESCHEDULE O SHALL BE STAGGERED. PER SCHEDULE FOR SIZE AND SPACING AND TYPICAL 9. DO NOT NOTCH OR BORE SHEAR WALL END POSTS. DETAILS DO NOT NOTCH OR BORE SHEAR WALL SILL AND TOP B INTERMEDIATE NAILING WALL END POST — SEE C PLATES UNLESS APPROVED IN WRITING BY THE PER SCHEDULE HEADER SCHEDULE AND O EDGE NAILING TOP OF CONCRETE STRUCTURAL ENGINEER. PLAN — PROVIDE SEE SCHEDULE WALL OR TOP OF DOUBLE STUD MINIMUM 10. HOLDOWN ANCHOR BOLTS SHALL BE TIGHTENED STEEL BEAM —PRIOR TO COVERING WALL FRAMING WITH FINISHES. FLOOR SHEATHING CONT. 2x PLATE, SIZE ENGINEER TO CONFIRM. ACCEPTABLE TORQUE IS FINGER SEE GENERAL NOTES FOR TO MATCH WALL STUDS HOLDOWN / SEE INFORMATION ANCHOR TIGHT PLUS 1 2 TURN. DO NOT OVER TIGHTEN. CONT. SILL PLATE BOLT PROVIDE PRESSURE 11. STRUCTURAL OBSERVATION OF SHEAR WALL T.O. FDN. WALL TREATED SILL CONSTRUCTION IS REQUIRED PER THE " 4 _ "d EL. SEE PLAN/ARCH. PLATE ® CONCRETE LOCATE FIRST ANCHOR BOLT CONT. 2x PLATE ON 'Al A. ° ? �. FROM PLATE 9" MINIMUM ENDS MAXIMUM PLYWOOD NAILING PER SHEAR WALL SCHEDULE, FOUNDATION WALL, SIZE TO a /I. 4 .. " MATCH WALL STUDS, SEE ° BOLTS MIN. PER PLATE — TYPICAL. SHOWN SCHEMATICALLY — SEE SCHEDULE FOUNDATION SECTIONS FOUNDATION ELEVATION SEE DETAIL FOR SIDES SIZE PATTERN ETC. HOLD DOWN ANCHOR AT EACH END D WALL OR STEEL ' ' OF WALL SEE FOUNDATION SECTIONS. BEAM INTERIOR SHEATHING (ONLY LOCATE FIRST ANCHOR BOLT FOR WALLS LONGER THAN 10'-0", WHERE "DOUBLE SIDED" IS (V O9" MINIMUM / 12" MAXIMUM ADD TIE DOWNS EVERY 6'-0". FROM PLATE ENDS; SEE NOTED ON SCHEDULE) SCHEDULE FOR SPACING TYPICAL WOOD S H EA R 2 BOLTS MIN. PER PLATE REINFORCED CONCRETE FOUNDATION WALL WALL E L EVAT I 0 N SEE PLAN FOR SIZE & LOCATION FLOOR FRAMING TO FOUNDATION WALL OMITTED FOR CLARITY. I PLYWOOD S H EARWALL SCHEDULE STEEL POST SIMPSON TBP 1475S SCREWS EXTERIOR SHEATHING A B C O O O O O O AT 4" ON CENTER, EACH SIDE O O � "SW—" MIN. STUD PLYWOOD NAILING STUDS OR SOLID SIMPSON HOLD 1/2" DIA. A307 SIMPSON SIMPSON ROOF NDTES NOTE: SEE TYPICAL BASEPLATE DETAIL FOR STEM WALL MARK SIZE MIN. SHEATHING EDGE / INTERIOR (in.) POSTS ® ENDS OF DOWNS AT ENDS OF ANCHOR BOLT LTP4 TIE AND SPACING SHEAR WALL SHEAR WALLS SPACING SPACING REINFORCING REQUIREMENTS AT BASE OF POST SW-1 2x6 %2" (Y" NOMINAL), SINGLE SIDED 8d ® 4"/12" (3) 2x6j" DIA. ANCHOR,S10" EMBED 4'-0" 1'-0" H8 AT EACH JOIST TYPICAL DETAIL W SHEAR WSTRUCTURAL ENGINEER: HDU11-SDS2.5 PROVIDE 2 POSTS AT EACH . A so" 12" (Y" NOMINAL), DOUBLE SIDED 8d @ 4"/12" 6x6 POST 1" DIA. ANCHOR, 18" EMBED 2'-0" 0'-7" H8 AT EACH JOIST END, 16" APART. PROVIDE SW-2 2x6 (FROM TOP OF STEM) HOLDDOWN AT EACH POST i man.. SEE TYP DETAIL 'TYPICAL 1/2" DIA. COUNTER-BORED A307 WALL SITS ON S"EEL BEAM. WHERE WITH STEEL END POST 1%2" (y2" ) "/ xBOLTS ® 2'-0" (STAGGERED 2'-0" H8 AT EACH JOIST WALL HAS STEE END POST, SEE NOMINAL , SINGLE SIDED 8d � 4 12 (3) 26 CONNECTION OF WOOD 32 Old Slip,Both Floor,New York,NY X0005 SW-3 2x6 POST ON STEEL BEAM" LEFT AND RIGHT OF WEB TYP. DETAIL THIS SHEET. 212 620 7970 SEE TYP DETAIL SECTION WALL SITS ON '001) BEAM - SEE TYP (142" NOMINAL), SINGLE SIDED 8d ® 4"/12" (3) 2x6 AT SHEAR SUPPORTED 2'-0" H8 AT EACH JOIST DETAIL THIS SHEET.WHERE WALL HAS STEEL SW-4 2x6 ON LVL" END POST, SEE NP. DETAIL THIS SHEET. GENERAL NOTES: PROVIDE LSTA,36 SIMPSON STRAP AT EACH STUD ANCHORS FOR SIMPSON HOLD DOWNS AT ENDS OF WALLS POST AT END OF SHEAR WALL WALLS NOTED AS SHEAR WALLS ON PLAN SHALL NOT BE CUT OR PENETRATED UNLESS APPROVED BY SHALL BE EMBEDDED 6" (MINIMUM) N FULL WIDTH OF ENGINEER. CONTRACTOR SHALL COORDINATE ALL PLUMBING, MECHANICAL, CONCRETE WALL (NOT STEM) IN ORDER TO ACHIEVE HVAC, ELECTRICAL, ETC. ACCORDINGLY. REQUIRED CAPACITY. SUBFLOOR RYALL PORTER SHERIDAN ARCHITECTS WALL SHEATHING 45 WEST 21st STREET 14th FLOOR PER SCHEDULE NEW YORK , NEW YORK 10010 P (212) 254 - 1175 1 F (212) 254 - 1755 JOB NUMBER: 1311 DRAWN: SBQpp�� 0 SIMPSON MSTC66133 BENT TIE STRAP, CHECKED: BR r r TTJI FLOOR JOIST. SEE PLAN FOR ATTACHED TO POST AND LVL BEAM AT WALL END POST IN LIEU OF SPAN DIRECTION AND TYPICAL DATE: 12.03.2015 HOLD DOWN LISTED IN SCHEDULE DETAILS FOR CONNECTIONS ` ,ocasts MULTI—PLY LVL BEAM SCALE: 1/4"=110" " ss. NOTE: 1 . SOME INFORMATION FROM SCHEDULE NOT SHOWN FOR CLARITY. PROVIDE ALL CONNECTORS AND NAILING PATTERNS PER SCHEDULE. TYPICAL DETAILS 2. INTERIOR NON—STRUCTURAL 2x4 NOT SHOWN FOR CLARITY SECTION AT SHEAR WALL SUPPORTED ON LVL. S206 RSA #15737.01 COHEN HOUSE 1455 Narrow River Road Orient, NY 11957 DATE I REVISIONS 12.08.2015 SUBMITTED FOR FILING 06.22.2016 REVISIONS SUBMITTED FOR FILING If✓G TOP OF WKI'd, ''hh ELEV.,t, -4'-6" A400 A400 A400 1 2 3 9 ' i 1 2 3 7 r--------- ---------- --- ------------ -------------- -----____-----D-------------= ----8 --- ir-------------- 1 =` II — ---------� ELEV. I I - II II II II OIL UP8R II II l @ 6'EA. 7 T 33 1/4'EA. ELEV. IIII 3'-0" II 8'-101/" II II II GA5 II II II tO FF ELEV.Y I I I I I I 0'-0" (16'-6"ASL) I I I I II II ,\ r 6 II II II 1CID 3'-0" 4'-6" Ii k POOLROOM A400 N S-6 � -► � � co II ., . 4 "' GA6 O �+ �.. .- W 1 GA2 GARAGE g FLOOR PLAN KEYNOTES C?— FF ELEV. - A I I I I 1 Wood posts set on concrete sonotubes I 5 r OL GARAGE ( II II �° + Al2 Steps-wood ties w/gravel infill - I I 3 Stone pavers set in sand ( WC I I I I I I 4 Work bench-with cabinets below " I i 5 Wood pergola above RYALL PORTER SHERIDAN ARCHITECTS of _______�".� i +I" � II 6 Storage 45 WEST 21St STREET I 4th FLOOR — 7 Screen wl wood posts NEW YORK , NEW YORK 10010 1 (I I I 8 Self closing/seff latching pool safety gate 1 it e II P (212) 254-1175 I F (212) 254-1755 3'-0" 9 4' concrete retaining wall w/36" safety guardrail 1 I I I I 10 8'pool safety/deer fence -- — -------- 11 Outdoor shower IQ ViiG;A3 JOB NUMBER: 1311 12 Leader within furred out rainscreen DRAWN: NC a•., p g D 24'-3" T-6" 15'-6" 11 � CHECKED: WR �� ✓� 1 Interior wood flooring 12 I W- DATE: 06.22.2016 iS 6 Poured concrete slab on grade. SCALE: 1/4"=1'-0„ 0�� OF M5— ,o p pC�pO�IL 6m 6m 6m D ACCESSORY STRUCTURE JUL 2 1 2016 PLAN ACCESSORY STRUCTURE PLAN DEPT- TOWN OF S TOU7CHOLD COHEN HOUSE 1455 Narrow River Road Orient, NY 11957 DATE REVISIONS 06.22.2016 SUBMITTED FOR FILING EXTERIOR WC ��- ------ OUTDOOR 1 LAV 1 SHOWERI I I I I I +0'-0"POOL ROOM LEVEL �--- - - -- --- -- I - -- GARAGE LAV F POOL I1 HEATER I I I I I I I I I GARAGE LEVEL-4'-0" ---- - I I - ----TO POOL -H I TAIKLESS flQr I � WATEfl lffATER I I I I �I FH0ti14YELL-� E) --�- 1 WATER SUPPLY DIAGRAM NTS 3"VTR ---------------------- WC � � I I � � LAV i } WC i i +0'-0"'POOL ROOM LEVEL 2.. i ----------------------- 2 � �.. �. � GARAGE 3" 3" C.O. f 7"2- i I GARAGE LEVEL-4'-0" 3, C.O. RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR 4" NEW YORK , NEW YORK 10010 C.O. C.O. P (212) 254-1175 1 F (212) 254-1755 TO SEPTIC SYSTEM (SEE SURVEY FOR4„ JOB NUMBER: 1311b 0 F-It SIZING& LOCATION) H.T. DRAWN: NC 4'" �� CHECKED: WR 1p Alf �'4� DATE: 06.22.2016 °• 01500 .�' 2 DRAINAGE RISER DIAGRAM �Op Mew {OQ NTS SCALE: N.T.S PLUMBING ADDRESS COHEN \ 1455 Narrow River Road Orien�,Ww York 11957 P' TOWN OF SOUTHOLD ENE 0 1 Run SO E p, \ / ZONING DISTRICT \77 \ \ ,/ R-80 1455 Narrow River Road � SUFFOLK COUNTY TAX MAP NO. Orient, NY 11957 .,'O'Disthi 1000, Section 27, Block 03, Lot 05 1000-27-03-05 AREA OF LOT DATE I REVISIONS 14.5676 acres 2014 FILING SET 634,565 square feet 09.24 12.09.2014 CONSTRUCTION SET 03.31.2015 REVISION 0< 05.19.2015 REVISION 05.21.2015 REVISION ELEOTF ICAL \ NSPC 10.072015 FILING SET REVISIONS v5 IE�GD \ / SELF-CLOSING POOL \ \ • SECURITY GATE \ \ _� / I 12 082015 FILING SET REVISIONS // f r / D . ,I AMB \ c � r?_� G IN .�. r H d I •o: :�.. 14 RE � R a� - - E R Eb �9 '�:L Cons r at c ��L T (n�� 0 'V. 4 - - En • 3 : - - - Emil* �9 s 5- 1 5 60 before - / o re - Q a / ckf' r II r D Fa P r vi d � e a 1 i n yr s - Certification - - - / ;z - that FF ELEV. - e t / the � / � drainage a' I n a e has s 4 - b g ..n ti - n st Ar E I � D e / �� tV d aI�D t 12'-6' '> o Code. e � DATE: Zee I 3 / J .P 0 I FEE. BY• / _:¢ OCCUP DW / ANC _ I r, (DW - - NOTIFY BUIL .LNG D_!-AR'flv�� AT R 765-1602 8 A.1 TO 4 P�! FOR THE USE IS UNL F / ':':`':'\`":' ':':';`'"':'' / 1 FOLLOWING I lSPEC;!OL�S: UL FF ELEV. U /f'::_ : DW I / 1. FOUNDATi �1 TYdc: RF �� ,6'-6" ,CrJ TOP OF WALL_.=;__'�'___' �' �'.'.' \:':.'. ::.:.::::' l I - �Q .REL) � ITH�LIT CER rIFICATE FOR POUR_D CC^XR's i E 0'-6" (16'-0"AS!L): :::::::::: »:::':::::: 2. ROUGH - F RIAMING & PLUMBING r' OCCUPA VC Y 3. INSULATION 4. FINAL C N'ST RUC ?ION MUST:, / BE COMPL rEFCn .0. 7T1SS PLACA r- / ::.''.' '' '\.... ALL CONSTR w,IOh SHALL_ MEET THE Q�UR::-D REQUIREMEN r . THE CODES OF NEW ,;:: ::: YORK STATE. IvOT RESPONSIBLE FOR / ::::' .:•: :; / r ^i�CTlOCJ ERRORS. • � / � / � � I / \ �/.. •:•:�:•:-:_:.-.;.�.:•.:• DESIGN Or . D 5 0 NOT PR ^ / _ 'D 6\ �:•/:=::.. ::. :-'�:: I FRS„-ZING U T \ Y 5 / �......• OF i c, FOU N_, JI DN � -LEADER#1:� :::�::::::::::; -' COMP w •�"—. N OCATIO EXI LNG / UNDERGROUND \ h ALL C N I - - I ODE a H . • :•.��-•��:�:�:�`:�:�>:::•:• :- .•:. ..•.•..... SOF � AS BEEN PP . \/ OVED.' / ELL j� \ GAS TANK : i..... :::::... • :::::: :::::::: ::::::::::;?::::::\ ( NEW YO K STATE & TOWN yep / : .. .... .... CODES _.�.::._.._.:.:.:.:...:...:.:: ::' =i::= >>:.: ::.::::.:: :.:.:.:•/ I �S REQUIRED �t�• / P / r a / �\ Or- UNDERGROUND / rl,� `� :: •.• ':,.•::••:;,;:. •. ...a I AND CONDITIONS Or O �a ♦ w ELECTRICAL LINE /Vy �.:: :::j 7SCUIPLC UMBS ' RTIF ICA TION 0 ( I w\ [O� \\ / •{� :T� - : :: :_✓�:.>:_" ��.i/ II .. ..- N L E A U Or- TENT NT BEFORDw FOCCUP!NC YCERrIF w I / SOL nL-T? i 17 \ / w WOOD DECK \ ''r = I 7 / \ / 76' � /•• OUTLINE OF BUILDING ABOVE / - . . ®� 7� w .'.� i Ems. _ ` `DWI W i DRYWELL I \ ! WATER UNE o :.:::.y.:.:.::: >:: : • / / / / 0� DVN t / / / l / • IN-GROUND SWIMMING POOL /: €`'�'I'€ c `E` a =`. ;` `: :•.•.- ? ` \ VMN RETRACTABLE COVER // I rn \° :::_;�'a GRAVEL SURFACE WITH 'ERODED'EDGE Ole / / '• C?. ::`' / \ >`5\ TOP OFA \ POOL DfiYWELL / \ 0'-6" 6'-0"ASL) I / - : :••,, ,::' / �\ SANITARY LINE I I x / + DIW I W SEPTIC SYSTEM ` .0000 I L / 0.001 '- (16'-0"ASL) 7 \ / \ LP UNDERGROUND ELECTRICAL LINE / / \ / '' I 0-01 / / / 000* rte' /n �♦� o LPA wI \ \� RYALL PORTER SHERIDAN ARCHITECTS —"� 45 WEST 21st STREET I 4th FLOOR CONCRETE RETAINING WALL NEW YORK , NEW YORK 10010 TOP SLOPED TO CONTOURS P (212) 254-1175 1 F (212) 254-1755 TOP OF WALL -3'-6" (13'-0"ASL) t \ JOB NUMBER: 1311 DRAWN: NC Dti fj � G �I CHECKED: WR / �� .��;�S. R;'.e `„Od� / V / DATE: 12.08.2015 + ° 4 C�; 3 \ \ \ SCALE: 1/18".1'0" ,� 4, -_ - - co/ •k• 4'POOL SECURITY FENCE \ \ \ OF N r"q PARTIAL \%%% \ SITE PLAN Aft AVM%k \ 1 PARTIAL SITE PLAN COHEN HOUSE 1455 Narrow River Road Orient, NY 11957 DATE REVISIONS 12.08.2015 SUBMITTED FOR FILING A404 A404 A404 1 2 3 6 24'-6%" I 24'-10%" -------------------------------------------- ----------------------------------------------- --T --------------------------------------- r---------------------------- ..................... ....... .................................... ------- ....................................................................*......... 3"Ll 1-011z 2'-6" ................................ ............................... ... ........ ........ ......*"""**'**.......*...... ........................... ..... ............ .............. .................................... ZrA�40-4� ............. .... "X. ------------------------------- ------- 5 ......... ...... IIIII .... . ............................ IIIIiI V-0"6- GARAGE ............ ............... .......... --------------------------------- --------- ................................ . ................ ........ .......... zo FOUNDATION PLAN KEYNOTES ........ ................................. ............. .. ................................ ......... .. N .............. N ................... ----- ------------------------------------------------------------- ------------ 1 Poured slab on grade ........... ........... 2 12"foundation wall with 6'stem wall .............................................I........................ ........ ................ 4. ........ ....... ........ 3 8"foundation wall _J -6"x2'-6"opening in foundation wall .............................................................................. 4 2' iP ir .......... ........ 5 12" diameter concrete sonotubes RYALL PORTER SHERIDAN ARCHITECTS .................... . ................ 6 Uisting concrete retainiM wall 45 WEST 21st STREET I 4th FLOOR .............................................................................. .. ....... . ...................................................................................... .......... NEW YORK , NEW YORK 10010 ........ ................ P (212) 254-1175 1 F (212) 254-1755 7 17 N F- L ................ . ... ........ ------------ .......... L------------------------------------------ - ------- -------- ................................. N ----------- 00 JOB NUMBER: 1311b E.D .." ,-le.1; A ty DRAWN: NC "/ ---'. S. L-- 4V R <\--------------------------------------- ---------:------------------------- CHECKED: WR DATE: 1208.2015 0- 0150 , SCALE: 1/4n=1!-0n 6m 6= 11M ACCESSORY STRUCTURE FOUNDATION PLAN ACCESSORY STRUCTURE FOUNDATION PLAN 1/411 = 1'-0" COHEN HOUSE 1455 Narrow River Road Orient, NY 11957 DATE REVISIONS 12.08.2015 SUBMITTED FOR FILING U TOP OF WALL oL z 0 U LU O Z Z ELEV.� —__4.6p 1AF z Z 0= 0= U Z O A404 U A404 A404 1 2 3 11 Q m U 24'-67/61 j 24'-10%" i i 1 2 i 7 3 (� — - - - - - - - - -- -- -- -- - — - - - - - - - - - - - - - - - - ------------ - - - — -----------_ ----- 10 - - ----i -- ---- ii Iii i► -- -- ELEV. I II II II - II UP 8 R -0'-6" ELE\I I @ 6'EA. .7 T @ 33 EA. I I I III 1 3'-0" 4'-11" 3'-0" 11�/a" - 14'-6%" - I � ------- _ III II I II CSI --- ----------- ----- ------ -------------------------------------------------- — —-—-—-—-—- GA4 GA2 ---- --------------11------------- � I I I I II FF ELEV. I I I I 0'-0"(16'-6"ASL) I I I 6 GA1 I I C? - ------ - II �A4N04 � I 3'-0" 4'-6" POOLROOM II GARAGE co CO ———— W 1 FLOOR PLAN KEYNOTES FF FLEV. Q GARAGE I I I 1 Wood posts set on concrete sonotubesLIF 4'-0" 04 i i 2 Steps-wood ties w/gravel infill iI I I 3 Stone pavers set in sand STORAGE I I I 4 Work bench-with cabinets below ,-� 02 I j II 5 Wood pergola above RYALL PORTER SHERIDAN ARCHITECTS O = I II 6 Counter-top 45 WEST 21st STREET I 4th FLOOR 7 Screen w/wood posts NEW YORK , NEW YORK 10010 i j i I I 10 Self closing/self latching pool safety gate P (212) 254-1175 1 F (212) 254-1755 I I 11 4' concrete retaining wall w/36" safety guardrail 12 8'pool safety/deer fence T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GA3 — — — — — — — — — — — — — — — — — — — — — — —___---—__ JOB NUMBER: 1311b - 24'-0" T-6" \ -\ 15'-6" '.�F � SDR ql �\ y DRAWN: NC 491-11" t A \'\_ CHECKED: WR \ \ W 1 Interior wood flooring 12 DATE: 12.08.2015 ;v \ fV° jPoured concrete slab on grade. n N t N SCALE: 114"=1'-0" -------- Precast Precast concrete shower pan ACCESSORY STRUCTURE PLAN ACCESSORY STRUCTURE PLAN 1/4" = 1'-0" 2 COHEN HOUSE 1455 Narrow River Road Orient, NY 11957 DATE REVISIONS 12.08.2015 SUBMITTED FOR FILING A404 A404 A404 2 3 24'-6%" I 24'-105 " --------------------- ------------- an 3 ------------------- --------------------T------------------------------ 6 111 7!1q, /r�A40-4- GARAGE L0 cto ROOF KEYNOTES 1 Balasted P\/panels 2 EPDM roof ----------+---------+---------+-------;'-+---------+---------+ 3 Wood pergola 4 Scupper 5 Generator RYALL PORTER SHERIDAN ARCHITECTS 6 Generator enclosure open to above 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 P (212) 254-1175 1 F (212) 254-1755 Al — ------ ------ JOB NUMBER: 1311b ..... ------------ DRAWN: NC N, 48'-11" 4 CHECKED: WR DATE: 12.08.2015 4 SCALE: 1/4n=11ii L ACCESSORY STRUCTURE ROOF PLAN ACCESSORY STRUCTURE ROOF PLAN 1/411 = 1'-0" U COHEN HOUSE 1455 Narrow River Road Orient, NY 11957 DATE REVISIONS 12.08.2015 SUBMITTED FOR FILING A404 A404 A404 1 2 3 iI I 24'-67W' I 24'-105/" i I � i CB ® I CLG /// I, 5 9'-0" 1 CLG \ / ( 9'-0" Ll4I ! ! ' t i ----------- Q 1 GARAGE H6 r7i i � RCP KEYNOTES 2 i 1 WOOD PERGOLA 1 2 CEILING FAN FEI 3 RECESSED WALL WASHERS 4 /11 13 I 4 SURFACE MOUNTED FLUORESCENT LIGHTS " \�\ 5 PENDANT LIGHTRX(TURE RYALL PORTER SHERIDAN ARCHITECTS —�� 6 TRIPLE PANE UFT+SHDEDOORS 45 WEST 21st STREET I 4th FLOOR ` CLGgk NEW YORK , NEW YORK 10010 8'-0" j P (212) 254-1175 1 F (212) 254-1755 I j I i r — — — — — — — — —!— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----- Cement board JOB NUMBER: 1311b I j I GWB � �\PXk S. pyGYRsum wall board DRAWN: NC q \ I CHECKED: WR �A _ DATE: 12.08.2015 �A °• 015 0 SCALE: 1/4"=1'-0,, ACCESSORY STRUCTURE RCP & ELECTRICAL ACCESSORY STRUCTURE RCP + ELECTRICAL 1 1/411 = 1 '-011 COHEN HOUSE 1455 Narrow River Road Orient, NY 11957 DATE I REVISIONS 12.08.2015 SUBMITTED FOR FILING -N TOP OF GENERATOR ENCLOSURFJ-, 3 II 5 cli TOP OF PARAPET OL +10'-11 1/2"'f _j CB LLJ POOL HOUSE GARAGE CEILING OL L q 0 6 -3 LL 7 2 L POOL HOUSE FLOOR (+16'-61'ASQ,4, NCC 07 0. GARAGE FLOOR OL L,,,� �114 1'-0" 0 �NR�T E�LE V�AT 10�N WE�;TE L�EVA�TIO ELEVATION KEYNOTES 1 Lift and slide doors 2 Concrete retaining wall 3 Roof overhang with cement board on underside. 4 Wood framed screen w/black stained wood boards 5 Wood pergola. 6 Wood-fie steps with gravel infill. 7 Fixed floor to ceiling window 8 Generator enclosure Black painted vertical wood siding. Exposed concrete Cement board 5 ERATOR ENCLOSURE,4, TOP OF GEN +14'-0"' 19 TOP OF PARAPEF OIL +10'-11 1/2" -r POOL HOUSE&GARAGE CE]UNG +8'-8 3/4" RYALL PORTER SHERIDAN ARCHITECTS < -3 45 WEST 21st STREET I 4th FLOOR W-3 NEW YORK , NEW YORK 10010 C? 00 54-1175 1 F (212) 254-1755 P (212) 2 JOB NUMBER: 1311b F1 E D UffIR _L POOL HOUSE FLOOR {+166"ASLJ, \ix7 S. 076117 DRAWN: NC 0 CHECKED: WR GARAGE FLOOR OL 40 DATE: 12.08.2015 L_JI 4-0"'f '(0 SCALE: 1/4"=1'-0^ _M060TE�LEVA�TION1/A ' 0" ' ' 0" E�AV�LV�AO�N ACCESSORY STRUCTURE ELEVATIONS Li < >1 k1k U COHEN HOUSE 1455 Narrow River Road Orient, NY 11957 DATE I REVISIONS 12.08.2015 SUBMITTED FOR FILING 6 TOP OF PARAPET F +10'-11 1/2"'r Ilk POOL HOUSE&GARAGE CEILING ao 5EFLOOR (+16'-6"ASQ POOL HOUSE I 01-0..1-r ir i i u u u u u 111 k—= 0 :7 D GARAGE R-COR OIL 4-0" =1 =III ! �•o�q � ! -- I�11 = � 11 --- =1 = I = � �•o� II =III— II 1 1 =1 =111 =IIII— I °-:: III _IIII�IIII= I I II II IIII_ II_II _IIII_ III_II _ 1111 II!! 1111 IIII ll!I Illl Illi Illl a 11 IIII - TOP OFFOOIING LN BUILD IN �SEC�TION�..... SECTION KEYNOTES 1 Concrete slab on grade 2 Custom aluminum tame 12'-6"hinged garage doors 3 TJI roof structure wl blow in cellulose+4"rigid insulation+EPDM roof 4 Plywood workbench 5 Gravel edge w/steel plate 6 Pressure treated timber pergola 7 Wolmanized timber joists w/blow in cellulose 8 Dropped ceiling for mechanical equipment 9 Handrail 1 TOP OF GENERATOR ENCLOSURE OL 7 rT 8 A CV TOP OF PARAPET A, J +10.-11 1/2..,f C? POOL HOUSE&GARAGE CEILING - - - - - - - - --- - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - --- -- - - - - - - - - - - - - +8'-8 6 DROPPED CEILING (D I OL +T-6" IRYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 00 F F 17 rill 9 P (212) 254-1175 1 F (212) 254-1755 fiED A,90 JOB NUMBER: 1311b If, , - 0 S. R II POOL HOUSE FLOOR (+16-6"ASL) , 9 CHECKED: WR Fp�x` 7111 GARAGE FLOOR OL wL:-- DATE: 12.08.2015 --- --------- SCALE: 1/411 1 1-W TOP OF FOOTING I IF Ilk 4� V LH LU ACCESSORY STRUCTURE SECTIONS BUILDING� SECTIONBUILDING SECTION ..... BUILDING SECTION 1 4 'r�O' /4M_ V�_01/4 A B C COHEN ' HOUSE i I I 1455 Narrow River Road I � t � Orient, NY 11957 I O3 _ _ _ _ _ _ _ _ _n _ _ O _ _ _ ® _ _ _ _ _ _ _ O� _ _ _ f�,1 _ _ _ _ _ DATE REVISIONS REV. NR. --v —_\�J 12.03.2015 CONSTRUCTION SET � t � I 6x6 WOOD POST SW1 --------------- -------------- - - - - - - I Ir LEGEND: I � I ' 6" WOOD BEARING WALL ABOVE I . SPAN OF WOLMANIZED $111 2.0E PARALLAM PSL ® 16" 0/C SW-9 WOOD SHEAR WALL ABOVE. SEE i GARAGE SLAB BELOW. SEE SHEAR WALL SCHEDULE ON S-206 FOUNDATION PLAN. 12" DIAMETER, 4' DEEP t I O SONOTUBES, TYP. I ' I 1 ® PRESSURE TREATED 46 WOOD POST ABOVE, TYP. U.O.N. I I SW-1 I I NOTES AP -n-c f ( 1. PROJECT ELEVATION 0'-0" IS EQUAL TO ELEVATION i ! 16'-6" ABOVE SEA LEVEL PER RYALL PORTER SHERIDAN iI li 2. ALL NEW FOUNDATION SHALL BEAR ON UNDISTURBED GROUND FLOOR FRAMING PLAN OF ; 25VING TSF. SOIL CAPACITYIMUMLOSHALL EBEFCONFIRMEDRINGABITY SCALE Y4"=1'-0" P.E. LICENSED IN THE STATE OF NEW YORK. 3. BOTTOM OF FOOTING SHALL BE -7'-11" U.O.N. ON PLAN DESIGN LOADS DEAD LOAD: 25 PSF 4. TOP OF CONCRETE SONOTUBE TO BE 0'-0", U.O.N. ON PLAN THUS LIVE LOAD: 40 PSF (INTERIOR RESIDENTIAL) 5. TOP OF WALL SHELF ELEVATION TO BE -1'-1j" U.O.N. ON PLAN. TOP OF WALL STEM ELEVATION TO BE -0'-0" U.O.N. ON PLAN 6. TOP OF FINISHED FLOOR ELEVATION 10 BE EL. 0'-0" U.O.N. THUS: 7. TOP OF WOOD JOIST TO BE 1Y" BELOW TOP OF WOOD FINISHED FLOOR, U.O.N. ON PLAN 8. CONTRACTOR IS RESPONSIBLE FOR COORDINATING A B C FRAMING WITH MECHANICAL, PLUMBING, AND ELECTRICAL SSTEMS 9. SEE S-205 FOR TYPICAL DETAILS AT TJI CONSTRUCTION, INCLUDING ALLOWABLE CUTS FOR PLUMBING t E i 10. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS STRUCTURAL ENGINEER: " � 1 9 -1 3/8 t 7, !, • 1 1/27. 7'-10 1/2 7 -8 3/8' 3 5/8 7 -9 1/4 2 3/4„ 3 - - - - - - -(-3a.L .L - —O )" 2126207970 1- - -- -- - - - - - - - - - - - - - - - - —0 ) ( Old Slip,loth Floor,New York,NY moos —3 212 620 7970 t t 24" WIDE x 12" THICK CONTINUOUS REINFORCED CONCRETE FOOTING � t ❑ ❑ REINFORCED WITH (2) #5 CONTINUOUS LONGITUDINAL BOTTOM BARS ------------------------------ --------------------------------� � , .�. -. _ _ .� .•- .... _ ..�.: . . d 14 - - --- - 'A. _ _ - . ... -. I � �-------------- -------------� :. r--------------- -------------� 10" THICK REINFORCED CONCRETE FOUNDATION WALL, REINFORCED '• I I!j WITH #4012" O/C HORIZONTAL I I I 14 AND VERTICAL, CENTERED, TYP. . I I _3�_ I a I I I RYALL PORTER SHERIDAN ARCHITECTS I 45 WEST 21st STREET 14th FLOOR I I I I I II I NEW YORK , NEW YORK 10010 I I �.. I I P (212) 254 - 1175 1 F (212) 254 - 1755 I I I I SLAB ON GRADE, ( I TOP OF CRAWL SPACE GRADE _ -3'-6" I I JOB NUMBER: 1311 SEE TYPICAL DETAIL I I (NO SLAB ON GRADE) 1 ( I DRAWN: SBt' ^ : OAp O 1 I 1 I I I I CHECKED: BR 1 F 11 .• I I l i ti ! I I I I ••'' I I •� DATE: 12.03.2015 1 1 1 I • ' I 1 • t I I I ( I I I 'bo SCALE: 1 4 ='I 0 e vs4t� IIL-------------- -------------J I---------------- -------------I � � I .�gid_ _.�,__ �;_ - _Q_ r �=-,- --. —— : L I ------------------------------ —, -------------------------- - --�-� ACCESSORY STRUCTURE FOUNDATION AND GROUND FLOOR FRAMING PLANS FOUNDATION PLAN SCALE V=1'-0" DESIGN LOADS DEAD LOAD: 25 PSF LIVE LOAD: 40 PSF (INTERIOR RESIDENTIAL) S100 RSA #15737.01 COHEN HOUSE 1455 Narrow River Road Orient, NY 11957 DATE REVISIONS IREV. NR. 12.03.2015 CONSTRUCTION SET A B Q I I I I ' ' I I CANT. I I I - _- _ _ MAHOGANY 2"x8 USE PRESSURE ® 24" TREATED LUMBER THIS BAY. SW-1 _ _ - LEGEND: ii II I r —� 6" WOOD BEARING WALL BELOW i 1' 6x6 WOOD POST �' I 11 i 46 WOOD POST BELOW, TYP. U.O.N. I -- SPAN OF 2x12 JOISTS, ® 16 0/C I II SPAN OF (2) 1 %4"x1 �C 1.55E LSL BY iLEVEL I, (OR APPROVED EQUAL) I SW-_ WOOD SHEAR WALL BELOW. SEE SHEAR WALL it �I SCHEDULE ON S-206 �j I II r STRUCTURAL ENGINEER: Fri 1 a."LL NOTES II I I 32 Old Slip,loth Floor,New York,NY 10005 1I I I I I i 212 620 7970 1. TOP OF WOOD JOISTS TO BE 10'-6" N I it I 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING FRAMING kl I WITH MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS Il 4. SEE S-205 FOR TYPICAL DETAILS AT TJI CONSTRUCTION, !i I INCLUDING ALLOWABLE CUTS FOR PLUMBING ❑ I II SW-1 I II - -_ _ _ - _ --_----_- -___ _ __ _ _ _ _ _ _ --I- - _____ _ _ _ _ _ _ _ _ 0)— RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET 14th FLOOR NEW YORK , NEW YORK 10010 P (212) 254 - 1175 1 F (212) 254 - 1755 JOB NUMBER: 1,311 OF N,,,zr DRAWN: SB CO c`. ' m , CHECKED: BR ?: "'' r° DATE: 12.03.20150 -sslo! SCALE: 1/4'=1'0" ROOF FRAMING PLAN SCALE Ya'=1'-0" DESIGN LOADS ACCESSORY STRUCTURE DEAD LOAD: 28 PSF LVE LOAD: 25 PSF (ROOF SNOW LOAD) ROOF FRAMING PLAN siol RSA #15737.01 COHEN GENERAL NOTES POST INSTALLED ADHESIVE AND MECHANICAL ANCHORS FRAMING LUMBER HOUSE 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE 1. POST INSTALLED ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER TECHNICAL DATA TO INTACT BASE MATERIAL. NOTIFY 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: 1455 Narrow River Road PROJECT SPECIFICATIONS, INCLUDING THE RESIDENTIAL CODE OF NEW YORK STATE, LATEST EDITION. ENGINEER OF RECORD PRIOR TO INSTALLATION IF BASE MATERIAL CONDITION DEVIATES FROM STRUCTURAL DRAWINGS OR A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, "TIMBER CONSTRUCTION MANUAL" LATEST EDITION. MANUFACTURER TECHNICAL DATA. B. NATIONAL FOREST PRODUCTS ASSOCIATION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION," LATEST Orient, NY 11957 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING, SHEETING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT EDITION. PROPERTY AS PROJECT CONDITIONS REQUIRE. SHORING AND SHEETING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL 2, MANUFACTURER DATA FOR ALTERNATE ANCHORAGE PROPOSED BY CONTRACTOR SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR ENGINEER LICENSED IN THE PROJECT JURISDICTION HIRED BY THE CONTRACTOR WHO SHALL SUBMIT SHOP DRAWINGS AND REVIEW AND APPROVAL. SUBMITTAL SHALL INCLUDE THE ICC EVALUATION SERVICE REPORT WITH ICC TESTED CAPACITY MEETING OR 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE SURFACED DRY (EXCEPT STUDS, WHICH SHALL BE KILN CALCULATIONS FOR THE OWNER'S REVIEW. EXCEEDING CAPACITY OF ANCHORAGE SPECIFIED IN CONTRACT DOCUMENTS. DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE: DATE I REVISIONS IREV. NR. 3. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED 3. UNLESS OTHERWISE INDICATED, POST INSTALLED ANCHORAGE SHALL BE ADHESIVE TYPE HILTI HIT-HY200 INTO CONCRETE OR GROUT RAFTERS AND JOISTS: DOUGLAS FIR-LARCH #2 OR HEM FIRBEAMS, VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER, AND LIMITED FIELD OBSERVATIONS AND FILLED CMU OR STONE BASE MATERIAL OR HILTI-HIT HY70 INTO BRICK MASONRY OR UNGROUTED CMU BASE MATERIAL. 12.03.2015 CONSTRUCTION SET BEAMS, GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 MEASUREMENTS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT STUDS AND PLATES: DOUGLAS FIR-(ARCH STUD GRADE PROJECT DESIGN CRITERIA (AS PER TABLE R301.2(1) OF NYS RESIDENTIAL CODE) AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN THE CONTRACT 4. EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED ON THE DOCUMENTS SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS PUT IN DRAWINGS THAT THE EXISTING REBARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: GROUND BASE EXPOSURE SUBJECT TO DAMAGE FROM FLOOD PLACE. SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS BY A MEANS APPROVED BY THE ENGINEER OF RECORD. POST AND TIMBER: DOUGLAS FIR-LARCH #1 OR HEM FIR F SNOW WIND CATEGORY WEATHERING FROST LINE TERMITE DECAY HAZARD BEAMS AND STRINGERS: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 LOAD PS SPEED MPH WIND FEMA 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. THESE NOTES HIGHLIGHT RATHER THAN REPLACE THE 25 1 2 48 6 MD TO HVY 7 SL TO MD 8 ZONE 9 SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL. WOOD STRUCTURAL PANEL SHEATHING 4. PRESERVATIVE-TREATED WOOD: PROVIDE TREATED DOUG-FIR #2 LUMBER COMPLYING WITH ACQ-D (CARBONATE). COPPER AZOLE (CA-B), OR SODIUM BORATE (SBX (DOT) WITH NaS10/2) AT ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, OR AS FOUNDATIONS 1. PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE END USE: "EXTERIOR" (PERMANENT OTHERWISE INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ACZA TREATMENT IS NOT PERMITTED. TREATED LUMBER EXPOSURE), OR "EXPOSURE I" (CONSTRUCTION EXPOSURE ONLY) AND/OR PLYWOOD SHALL BEAR THE LABEL OF AN ACCREDITED AGENCY SHOWING 0.40 PCF RETENTION. WHERE LUMBER AND/OR NOTES: PLYWOOD IS CUT OR DRILLED AFTER TREATMENT, THE TREATED SURFACE SHALL BE FIELD-TREATED WITH COPPER NAPTHENATE (THE 1. BUILDING FOUNDATIONS SHALL BE CONVENTIONAL CONCRETE SPREAD FOOTINGS AND SHALL BEAR ON UNDISTURBED SOIL HAVING " OD 48 APA STURD-I-FLOOR, OR ADVANTECH SUBFLOOR. CONCENTRATION OF WHICH SHALL CONTAIN A MINIMUM OF 2� COPPER METAL) BY REPEATED BRUSHING, DIPPING, OR SOAKING THIS PROJECT FALLS UNDER THE JURISDICTION OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK AS DEFINED BY SECTION 101.2(1) MINIMUM BEARING CAPACITY OF 1.25 TSF AS SPECIFIED 13Y THE GEOTECHNICAL EVALUATION REPORT (PREPARED BY J.R. 2. FLOOR SHEATHING: NOM. -'4 THICK T&G PLYWOOD ( /24 SPAN RATING), HOLZMACHER, DATED JUNE 11, 2014). ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE. UNTIL THE WOOD ABSORBS NO MORE PRESERVATIVE. OF THE BUILDING CODE OF THE STATE OF NEW YORK. CONTRACTOR SHALL FOLLOW ALL MINIMUMS ESTABLISHED IN NOTED CODE UNLESS ALL NECESSARY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF 3. ROOF SHEATHING (STANDARD): NOM. %" THICK T&G PLYWOOD (48/24 SPAN RATING). SPECIFICALLY WANED B LOCAL CODE OFFICIALS. IF CONTRADICTIONS OCCUR BETWEEN THESE DOCUMENTS AND THE NOTED CODE, THE MORE 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING, BLOCKING, FIRE STOPPING, ETC., SHALL CONFORM TO THE LATEST EDITION CONSERVATIVE SPECIFICATION SHALL APPLY. RECORD. 4. ROOF SHEATHING (UNDER SLATE OR CLAY TILE): NOM. %" THICK T&G PLYWOOD (48/24 SPAN RATING). OF THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND ITS SUPPLEMENTS AND SHALL BE INSTALLED IN 1. GROUND SNOW LOAD IS BASED ON FIGURE R301.2(5) FOR NEW YORK STATE AND HAVE BEEN ADJUSTED AS PER ASCE 7 FOR FLAT OR 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL. ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTANED ACCORDANCE WITH THE NFPA "MANUAL FOR HOUSE FRAMING OR THE GOVERNING LOCAL/STATE BUILDING CODE. SLOPED ROOF SNOW LOADS, DRIFT, ETC (EQUATION 7-1 AND 7-2). THE FOLLOWING FACTORS WERE USED FOR THIS PROJECT: THEIR 28 DAY STRENGTH. 5. WALL SHEATHING (STANDARD: NOM. Y" THICK PLYWOOD (32/16 SPAN RATING). 6. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF: THE GOVERNING LOCAL/STATE BUILDING CODE, (LATEST a. I, IMPORTANCE FACTOR: 1.0 (TABLE 7-4, ASCE 7). 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 4'-0" BELOW FINAL GRADE. 6. WALL SHEATHING (BEHIND SLATE, CLAY TILE, OR MASONRY VENEER): NOM. Y4" THICK PLYWOOD (48/24 SPAN RATING). EDITION), OR THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES. b. CE, EXPOSURE FACTOR: 1.0 (TABLE 7-2, ASCE 7). C. CT, THERMAL FACTOR: 1.0 (TABLE 7-3, ASCE 7). 4. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS. CONTRACTOR SHALL NOTE SOIL AND WATER CONDITIONS AS SHOWN BY 7. USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. 7. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM HANGERS, MINIMUM 18 2. BASE WIND SPEED HAS BEEN CONVERTED INTO DESIGN PRESSURES FOR MAIN WINDFORCE RESISTING SYSTEM AND COMPONENTS AND BORINGS AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS. GAUGE, INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. CLADDING PER TABLE 1609.6.2(1) OF THE NYS BUILDING CODE AND TABLES R301.2(2) AND R301.2(3) OF THE NYS RESIDENTIAL CODE, CONCRUE 8. LEAVE X6" SPACE AT ALL PLYWOOD PANEL END JOINTS AND X" SPACE AT ALL PANEL EDGE JOINTS. RESPECTIVELY. 8. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM, STEEL OR FLITCH-PLATE GIRDER, SET THESE GIRDERS 1/2" CLEAR 1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWONG GOVERNING STANDARDS. 9. UNLESS NOTED OTHERWISE, WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS 0 4" O.C. AT EACH SHEET (MIN.) BELOW TOP OF FRAMING LUMBER, TO ALLOW FOR SHRINKAGE. 3. EXPOSURE CATEGORY IS BASED ON R301.2.1.4 OF THE NYS RESIDENTIAL CODE. A. AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" PERIMETER AND 12" O.C. ELSEWHERE. PROVIDE 2x6 BLOCKING AT ALL FREE EDGES. 9. STUD BEARING WALLS ARE TO BE 2 x 4 0 16"o/c. AT THE INTERIOR AND 2 x 6 0 16"o/c. AT THE EXTERIOR, UNLESS NOTED (ACI 318), LATEST EDITION PER GOVERNING BUILDING CODE. 10. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS 0 6" O.C. AT EACH SHEET OTHERWISE ON PLAN. 4. SEISMIC DESIGN CATEGORY E BASED ON TABLES SEISMIC AND 1616.3(2) OF THE NYS BUILDING CODE. AS PER R30QUIR DETACHED ONE- AND TWO-FAMILY DWELLINGS LOCATED IN SEISMIC DESIGN CATEGORY A, B, ANDE EXEMPT FROM THE SEISMIC REQUIREMENTS OF B. ACI "MANUAL OF CONCRETE PRACTICE" LATEST EDITION PERIMETER AND 12" O.C. ELSEWHERE. THE CODE. C. CONCRETE REINFORCING STEEL INSTITUTE (CRS;I) "MANUAL OF STANDARD PRACTICE" LATEST EDITION 10. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW, WHERE REQUIRED INSTALL ADDITIONAL STUDS. 11. ALL FLOOR SHEATING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED ADHESIVE AND #8 SCREWS ® 5. WEATHERING IS DETERMINED BY FIGURE R301.2(3) OF THE NYS RESIDENTIAL CODE. 2. ALL CONCRETE ON WOOD JOIST SHALL BE LIGHT WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 6" O.C. AT EACH SHEET PERIMETER AND 12" O.C. ELSEWHERE, UNLESS NOTED OTHERWISE. 11. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. 28 DAYS, UNLESS OTHERWISE NOTED. PROVIDE WATERPROOFING BETWEEN CONCRETE AND PLYWOOD SHEATHING. 12. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. 6. THE DEPTH TO BOTTOM OF FOOTING IS ESTABLISHED BY THE LOCAL JURISDICTION. 3. ALL OTHER CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS, ENGINEERED WOOD PRODUCTS 13. USE DOUBLE STUDS ® ENDS OF WALL AND ENDS OF WALL OPENINGS. 7. TERMITE PROBABILITY IS DETERMINED BY FIGURE R301.2(6) AND BY LOCAL AUTHORITIES. SEE ARCHITECTURAL DRAWINGS FOR ALL UNLESS OTHERWISE NOTED. 1. RIM BOARDS: PROVIDE CONTINUOUS t Y" THICK RIM BOARDS, TIMBERSTRAND LSL AS MANUFACTURED BY WEYERHAEUSER OR APPROPRIATE DETAILS TO ADDRESS THIS CONDITION. APPROVED EQUAL. INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR 14. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM APPROPRIATEDETAILS A615, GRADE 60 OR A775 EPDXY COATED WHEN CALLED PLATFORMS. THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" (NOM.) AT INTERIOR WALLS AND 6" (NOM.) AT EXTERIOR 8. DECAY PROBABILITY S TO ADDRESS THIS CONDITION. DETERMINED BY FIGURE R301.2(7) AND BY LOCAL AUTHORITIES. SEE ARCHITECTURAL DRAWINGS FOR ALL OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI "DETAILS AND DETAILING OF REINFORCEMENT", WALLS. (ACI 315), LATEST EDITION. 2. MICRO-LAM BEAMS: PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, MICROLLAM LVL OR PARALLAM PSL AS MANUFACTURED BY 5. WELDED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064, WITH A MINIMUM YIELD STRENGTH OF 65,000 PSI. WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS 15. USE DOUBLE TRIMMERS AND iHEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. 9. BUILDING IS LOCATED IN FLOOD ZONE X (NOT IN A FLOOD HAZARD ZONE). SEE BELOW FOR MORE INFORMATION. AND DETAILS. 16. PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8' o/c. 6. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES. MINIMUM CONCRETE BETWEEN SLEEVES SHALL BE 6". 17. BUILT UP BEAMS LESS THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 2 - 16D NAILS 016"o/c. BUILT UP BEAMS GREATER FLOOD DESIGN: THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 3 - 16D NAILS 016"o/c. 7. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. 18. WHERE THERE IS NO PLYWOOD WALL SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF STUD WALLS AT EACH FLOOR. THE BUILDING IS FULLY WITHIN FLOOD ZONE X AND NOT WITHIN A FLOOD HAZARD AREA, THUS EXEMPTING THE STRUCTURE FROM DESIGN FOR 8. PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS: (1FLOOD LOADS OR FLOOD PARAMETERS. HOWEVER, PER RYALL PORTER SHERIDAN (THE ARCHITECT OF RECORD), THE STRUCTURE IS TO BE x 4" BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING WITH 2 - IOD NAILS.) VOLUNTARILY DESIGNED TO MEET CERTAIN SELECTED FLOOD DESIGN CRITERIA, AS FOLLOWS: SLABS" X" FOOTINGS: 3" 19. CHIMNEYS: ALL STUDS FOR (CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL UP. CHIMNEY SHALL BE FACED WITH N DESIGN. IS TAKEN AS ELEVATION +19'-0". THIS IS 2'-6" ABOVE THE HIGH GRADE ON THE SOUTH AND EXTERIOR WALLS AND PIERS (INCLUDING THOSE EXPOSED TO WEATHER): 2" FOR #6 OR LARGER, 1 X* FOR #5 OF SMALLER Y" APA GRADED FIRE-RETARDANT PLYWOOD GLUED & SCREWED TO STUDS. WHERE WALLS EXCEED 4'-0" IN WIDTH, INSTALL 1. THE DESIGN BASE FLOOD ELEVATION,EAST SIDES. NO FREEBOARD IS USED IN DIAGONAL METAL BRACING AT INSIDE FACE OF CHIMNEY AT ALL FOUR WALLS 9. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO 2. THE DESIGN STILLWATER FLOOD DEPTH,d", IS TAKEN AS ELEVATION +19'-0'. CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED( SHOP DRAWINGS. 20. WHERE CANTILEVERED BEAMS ARE INDICATED, THE FAR CONNECTOR SHALL BE CAPABLE OF RESISTING AN UPLIFT OF 1000 LBS. 3. THE STRUCTURE IS DESIGNED TO MEET THE FOLLOWING REQUIREMENTS OF FEMA P-55, "COASTAL CONSTRUCTION MANUAL", AUGUST 2011: MIN., U.N.O. A. FLOOD VENTS IN THE FOUNDATION WALLS ADHERING TO THE PRESCRIPTIVE NON-ENGINEERED REQUIREMENTS (SECTION 5.2.3.2) 10. CLEAN AND ROUGHEN TO Y," AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT. B. HYDROSTATIC LOADS, ASSUMING NO SATURATED SOIL BENEATH THE BOTTOM OF THE FOOTINGS (SECTION 8.5.7) 21. NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL. C. HYDRODYNAMIC LOADS (SECTION 8.5.9) 11. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND EMBED ITEMS. 4. THE STRUCTURE IS NOT DESIGNED FOR THE FOLLOWING (E.G. THE FOLLOWING WERE NOT CONSIDERED AS APPLICABLE PARAMETERS): 22, WOOD HEADER SCHEDULE A. SCOUR 12. REINFORCING DOWELS, WATERSTOPS AND OTHER EMBED, ITEMS SHALL BE INSTALLED AND SECURED PRIOR TO CONCRETE ROUGH OPENING WIDTH HEADER B. GROUND EROSION PLACEMENT. "WET-SETTING" OF EMBEDDED ITEMS IS NOT PERMITTED. 2 x 4 WALL 2 x 6 WALL C. FREEBOARD LESS THAN 3'-0" (2) 2 x 6 (3) 2 x 8 D. WAVE ACTION (INCLUDING BREAKING WAVE ACTION, WAVE SLAM, WAVE CREST, ETC.) V-1 TO 4'-0" (2) 2 x 8 (3) 2 x 8 E. DEBRIS IMPACT LOADS STRUCTURAL STEEL 4'-1" TO 6'-0" (2) 2 x 10 (3) 2 x 10 F. FUTURE CONDITIONS (SEA-LEVEL RISE OR LONG-TERM EROSION) 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: 6'-1" TO 8'-0" (2) 2 x 12 (3) 2 x 12 G. ADHERENCE TO THE RECOMMENDATIONS OR REQUIREMENTS OF A SPECIFIC FLOOD HAZARD ZONE EXCEPT AS NOTED ABOVE A. AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS "AND AISC 303" CODE OF STANDARD PRACTICE FOR STEEL OVER 8'-0" SEE PLANS SEE PLANS BUILDINGS AND BRIDGES". B. AMERICAN WELDING SOCIETY (AWS D1.1) "STRUCTURAL WELDING CODE - STEEL". NOTE: PROVIDE (1) JACK STUD FOR SPANS LESS THAN 4'-0' WIDE, (2) JACK STUDS FOR SPANS LESS THAN 8'-0" WIDE, 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: (3) JACK STUDS FOR SPANS OVER 8'-0" WIDE. A. WIDE FLANGE BEAMS, COLUMNS AND STRUCTURAL TEES: ASTM A992 00, GRADE B 23. ALL LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED G185 (1.85 OZ OF ZINC PER B. HOLLOW STRUCTURAL SECTIONS: ASTM A5 C. STRUCTURAL PIPE SECTIONS: ASTM A53, 00, G D SQUARE FOOT). ALTERNATIVELY, STAINLESS STEEL CONNECTIONS MAY BE USED. FASTENERS SHALL MATCH THE HANGER FINISH AND D. CHANNELS, ANGLES AND PLATES: ASTM A36 UNLESS OTHERWISE NOTED. MATERIAL. E. BOLTED CONNECTIONS OF BEAMS/GIRDERS ARE TO BE DESIGNED AS FOLLOWS: 24. WHERE JOIST ORIENTATION IS PARALLEL TO EXTERIOR STUD OR FOUNDATION WALLS, PROVIDE FULL-SECTION BLOCKING FOR 3 BAYS STRUCTURAL ENGINEER: a. STANDARD BEAM TO BEAM/GIRDER: A32 (Y4*5 OR A490 BEARING TYPE BOLTS " DIAMETER MINIMUM WITH HARDENED 0 4'-0" O.C. MAX. WHERE SHEATHING IS NOT CONTINUOUSLY FASTENED TO TOP OR BOTTOM OF JOIST. PROVIDE 18 GA x 1-1/2" WASHERS). x 1'-0" (MIN.) FLAT TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS. b. BEAM/GIRDER TO COLUMN CONNECTIONS: A325-SC OR A490-SC TYPE BOLTS $" DIAMETER MINIMUM WITH HARDENED WASHERS). 25. ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH Y" DIA. HEADED ANCHOR BOLTS (ASTM F. ANCHOR BOLTS: ASTM F1554, GRADE 36. F1554) 0 4'-0" O.C. AND WITHIN 12" OF ALL SILL PLATES SPLICES. (MIN, 7" EMBED.) Silman. 3. STEEL CONNECTION SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS, AND SHALL BE SPECIAL INSPECTIONS 32 Old Slip,loth Floor,New York,NY 10005 212 620 7970 - SELECTED OR COMPLETED BY AN EXPERIENCED STEEL DETAILER, 1. INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A TESTING AGENCY PROVIDED BY THE OWNER FOR THE - UTILIZING ASD OR LRFD LOADS AND PROCEDURES. FOLLOWING ITEMS: A. FOR NON-COMPOSITE MEMBERS. PROVIDE (CONNECTIONS BASED ON REACTION AS DETERMINED FROM AISC UNIFORM A. STEEL CONSTRUCTION (BC 1704.3, TABLE 1704.3) LOAD TABLE. (UNLESS OTHERWISE NOTED OM PLANS.) I. WELDING (BC 1704.3.1) B. REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE CUTS REDUCE THE SHEAR OR MOMENT CAPACITY BELOW M DETAILS (BC 170BOLTI THAT REQUIRED TO SUSTAIN THE REACTION. FLANGES AND WEB ARE TO BE REINFORCED WHERE THE LOCAL CAPACITY C HIGH-STRENGTH BOLTING (B1 1704.TAB ❑ ❑ TO SUSTAIN CONNECTION LOAD IS INADEQUATE. B. CONCRETE CONSTRUCTION (BC 1704.4, TABLE 1704.4) C. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY, CONSIDERING THAT THE CONNECTION IS AN MATERIALS (BC 1704.4.1) EXTENSION OF THE BEAM AND GIRDERS. C. SOILS (BC 1704.7, TABLE 1704.7) THE TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING DEPARTMENT. 4. MINIMUM WELD SIZE IS Y" FILLET UNLESS NOTED OTHERWISE. 5. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL CAMBER UP. CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED SO THAT NATURAL CAMBER RAISES CANTILEVER END. 6. FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED [EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. 7. WELDING SHALL BE PERFORMED BY CERTIFIED LICENSED, AWS-QUALIFIED WELDERS. ELECTRODES SHALL BE AWS 5.1, CLASS E70XX (USE LOW HYDROGEN ELECTRODES FOR A572, GRADE' 50 STEEL). WELDING ELECTRODES FOR ASTM A276-97 STAINLESS STEEL, GRADE 304, SHALL CONFORM TO AWS A5.4 FOR SHIELDED METAL ARC WELDING, ELECTRODE CLASS E304; OR AWS A5.9 FOR GAS RYALL PORTER SHERIDAN ARCHITECTS METAL ARC WELDING, ELECTRODE CLASS ER304, Ft=701 ksi. 45 'WEST 21St STREET 14th FLOOR 8. HOT DIP GALVANIZING SHALL CONFORM TO ASTM A123, REPAIR SCRATCHES OR ABRADED GALVANIZED SURFACE WITH ZINC RICH PAINT. ALL EXTERIOR EXPOSED STEEL AND STEEL SUPPORTING EXTERIOR SHALL BE HOT DIPPED GALVANIZED. NEW YORK , NEWYORK 10010 9. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED 'TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL NO FABRICATION P (212) 254 - 1175 1 F (212) 254 - 1755 OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 10. PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS. JOa NUMBER: 1311 OF N��,� ,`�-, DRAWN: SB ee� CHECKED: BR r '� '`=f ci DATE: 12.03.2015 �d 88S � E^s510�}'� SCALE: 1/4"=1'0" GENERAL NOTES . S200 RSA #15737.01 STANDARD HOOK COHEN 2 "X" (MIN.) (TMP') 2-#4 TIES © 3" O.C. AT TOP OF PIER, BASE PLATE, SEE HOUSE a REMAINDER AS PER SCHEDULE TYPICAL DETAIL . a: . a . . . ' ' . • a 1455 Narrow River Road ° SIMPSON EPB66 ELEVATED POST Orient, NY 11957 • ' a BASE (HOT DIP GALVANIZED). HORIZONTAL REINFORCING TO ADDITIONAL BARS AT POST TO BE 2" FROM TOP OF PIER 4'. RUN THRU UNINTERRUPTED . TOP OF OPENING (2-#5) DATE REVISIONS REV. NR. a n .G 4 ,,� ° a• FOR REINFORCING 12.03.2015 CONSTRUCTION SET MAX. 2'-0" ° SEE WALL SECTIONS PROVIDE ADDITIONAL BARS PARALLEL TO SIDES OF OPENING, T.O. PIER a EQUAL TO AREA OF INTERRUPTED EL. SEE PLAN 4 BARS 2-#5 MIN. PIER REINF. - SEE PLAN " g ' a: a CONTINUOUS (1)-#5 BAR ADDITIONAL 5 MAX. WALL FOOTING EACH FACE OF WALL < aT A n 2" CLR. TYP. SLOPE BY CONTRACTOR WATERSTOPJ ~ I[ I 1' t a ° TO MAINTAIN SOIL 1 DEVELOPMENT LENGTH MIN. STABILITY, VERIFY WITH NOTES: B.O. FOOTING ° GEOTECHNICAL ENGINEER � • • • -� 1. HOOK ALL BARS INTERRUPTED BY OPENING. EL. SEE PLAN 3" CLR. NOTE: MAXIMUM POUR LENGTHS: 2. HORIZONTAL BARS TO EXTEND DEVELOPMENT NOTES: FOUNDATION WALL = 80'-0" LENGTH BEYOND OPNG., VERTICAL BARS TO BE FULL STORY HEIGHT. 1 SEE PLAN AND FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING. TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL STEPPED WALL FOOTING CONSTRUCTION JOINT CONCRETE WALL OPENINGS IN CONCRETE WALLS WOOD COLUMN /CONCRETE PIER AND FOOTING DEFORMED BAR TENSION DEVELOPMENT LENGTH DEFORMED BAR COMPRESSION STANDARD HOOK FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS DEVELOPMENT LENGTH CONC. WALL BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI FOR NORMAL WEIGHT STONE CONCRETE 16 Q• 16"x 2" COLLAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE & UNCOATED BARS ALL AROUND CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI #3 17 25 15 22 13 20 12 18 SIZE CONCRETE CONCRETE CONCRETE CONCRETE N � #4 22 33 19 29 17 26 16 24 #3 9 8 8 8 FOR INSIDE PIPE #5 28 42 24 36 22 32 20 30 #4 11 10 9 9 � DIAMETER, SEE #6 33 50 29 43 26 39 24 35 #5 14 12 12 12 TEE-INTERSECTION UTILITY/PIPING #7 48 72 42 63 38 56 34 51 #6 17 15 14 14 DWGS. ° #8 55 83 48 72 43 64 39 59 #7 20 17 16 16 a 4 #9 62 93 54 81 48 72 44 66 #8 22 19 18 18 o d ROLLED PLATE OR PIPE #10 70 105 61 91 54 81 50 74 #9 25 22 21 21 STANDARD HOOK �, N WITH Y" MIN. WALL THK. #11 78 116 67 1 101 1 60 1 90 1 55 1 82 #10 28 25 23 23 #11 31 27 26 26 DEFORMED TENSION BAR NOTES: TENSION 1. FOR HORIZONTAL REINFORCEMENT WITH 12 INCH OR MORE FRESH CONCRETE CAST BELOW IT, TENSION DEFORMED BAR COMPRESSION LAP SPLICE DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.3x THE VALUES GIVEN. NOTE: LAP SPLICE CORNER SPACE ADJACENT TO PIPE SLEEVES 2. FOR EPDXY-COATED BARS: A MINIMUM DISTANCE APART. EQUAL a. WHERE CONCRETE COVER IS LESS THAN 3x BAR DIAMETER, OR CLEAR SPACING IS LESS THAN FOR NORMAL WEIGHT STONE CONCRETE NOTE: TO WALL THICKNESS. 6;x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE & UNCOATED BARS FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE TABLE. 1.5X THE VALUES GIVEN. b. WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3x BAR DIAMETER AND CLEAR SPACING BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI TYPICAL IS GREATER THAN 6x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SIZE CONCRETE CONCRETE CONCRETE CONCRETE STRUCTURAL ENGINEER: DETAIL TYPICAL DETAIL SHALL BE 1.2x THE VALUES GIVEN. #3 12 12 12 12 HORIZONTAL REINFORCEMENT AT CORNERS PIPE SLEEVE IN CONCRETE WALL CASE I: CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN BAR DIAMETER, CLEAR #4 15 15 15 15 Fri COVER NOT LESS THAN BAR DIAMETER, AND STIRRUPS OR TIES THROUGHOUT DEVELOPMENT LENGTH ;4fl silm...-ai"Ll AND JUNCTIONS OF WALLS AND BEAMS NOT LESS THAN THE CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED #5 19 19 19 19 NOT LESS THAN 2x BAR DIAMETER AND CLEAR COVER NOT LESS THAN BAR DIAMETER. 32 Old Slip,Loth Floor,New York,NY t0005 #6 23 23 23 23 212 620 7970 CASE II: OTHER CASES #7 27 27 27 27 SEE PLAN INSTALL BOTTOM OF BASE PLATE #8 30 30 30 30 FLUSH WITH CONCRETE DEFORMED BAR TENSION LAP SPLICE — CLASS B #9 34 34 34 34 ❑ ❑ HORIZONTAL REINFORCING, EACH FACE WOOD POST OR RIM BEAM FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS #10 1 39 39 39 39 • (SEE NOTES BELOW) SEE PLAN FOR SIZE I (2)-Y2" DIA. GALVANIZED A307 #11 1 43 43 1 43 1 43 THRU BOLTS, NICK THREADS BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI VERTICAL REINFORCING, EACH FACE TO PREVENT BACK-OFF SIZE CONCRETE CONCRETE CONCRETE CONCRETE a (SEE NOTES BELOW) GALVANIZED SIMPSON LCB/CB COLUMN BASE OR APPROVED I CASE I CASE II CASE I CASE ii CASE I CASE II CASE I CASE II a EQUAL • z #3 22 33 19 28 17 25 16 23 0" ( #4 29 43 25 37 23 34 21 31 TMP' a #5 36 54 31 47 28 42 26 38 RYALL PORTER SHERIDAN ARCHITECTS • HORIZONTAL REINFORCING, EACH FACE II II #6 43 65 37 56 34 50 31 46 M (SEE NOTES BELOW) II II 45 WEST 21st STREET 14th FLOOR • a ��=IJJ #7 63 94 54 81 49 73 45 67 NEW YORK , NEW YORK 10010 C #8 72 107 62 93 56 83 51 76 P (212) 254 - 1175 1 F (212) 254 - 1755 CL• • • • • g I #9 81 121 70 105 63 94 57 86 w #10 91 136 79 118 71 106 64 96 • • 4• • i N JOB NUMBER: 1311 ' #11 101 151 87 131 78 117 71 107 �.�EoF 0 : SB VERTICAL REINFORCING, EACH FACE DRAWN (SEE NOTES BELOW) � 1 .- CHECKED: BR (4) #6 BARS AT CORNERS, TYPICAL CONCRETE PIER OR WALL DATE: 12.03.2015 0888g `0 s.'100. TYPICAL DETAIL CONCRETE SHEAR WALL TYPE SW-C SCALE: 1/4"=110" REINFORCING (PLAN) TYPICAL SUPPORT OF WOOD POSTS NOTES: ON CONCRETE WALL OR PIER (WITH UPLIFT) 1. HORIZONTAL REINFORCING ON EACH FACE IS #4 @ 12" 0/C, (TYP.) U.O.N. SCALE: 1"=1'-0" TYPICAL DETAILS 2. VERTICAL REINFORCING ON EACH FACE IS #4 ® 12" 0/C, (TYP.) U.O.N. S201 RSA #15737.01 FULL PENETRATION WELD, TYP COHEN A—TI I MILL BOTTOM OF COLUMN SIDE.STIFFETHICKNESS TO NER PLATE EACH STEEL BEAM COLUMN HSS COLUMN, SEE PLANS I 1 BEARING PLATE W/ %4" 0 MATCH COLUMN SEE PLAN HOUSE 5 I OR SCHEDULE FOR SIZE I 1 A325 BOLTS (2 EACH SIDE). Y I I I LENGTH AND WIDTH AS REQUIRED, + + 1455 Narrow River Road BASE PLATE MINIMUM PLATE THICKNESS TO 2YI I Orient, NY 11957 BOTTOM ELEVATION z BEAMMATCHBELOW FLANGE THICKNESS OF NP BOLTS 34" 0 MIN. I I + jokOF BAS PLATE --\ I Z o II + N II I I DATE REVISIONS REV. NR. ail UI I STEEL PLATE WITH 12.03.2015 CONSTRUCTION SET TOP OF FOOTING 11 WT STIFFENER EACH SIDE TO I ( (4)-Y" 0 A325-SC PIER OR BUTTRESS MATCH COLUMN ABOVE. WELDS BOLTS (MIN.). MINIMUM TO BEAM WEB SHALL HAVE II PLATE THICKNESS TO WT WHERE REQ'D OMIT CAPACITY TO CARRY ENTIRE 1 I MATCH FLANGE THICKNESS NP COLUMN LOAD 11OF BEAM ABOVE WHERE BEAMS ON EITHER NOTE: ( SIDE ARE OF SAME DEPTH (4) Y" DIA. HEADED LEVELING PLATES ANCHOR RODS. EMBED. ARE NOT PERMITTED V-4" MAX. OR TO WITHIN 3" OF BOTTOM OF TYP• FOOTING TYPICAL DETAIL STIFFENER PLATE TYPICAL DETAIL FOR BEAM AT BEAM SUPPORTED COLUMN CONTINUOUS OVER COLUMN FULL PENETRATION WELD BEAM TO BEAM MOMENT CONNECTION COLUMN COLUMN NOTE: 10'x10"x5/8" BASE PLATE MILL BOTTOM OF COLUMN "�' '�, I I BEAM POCKET TO BE FILLED ANCHOR BOLT I I WT SAME SIZE AS SOLID WITH CONCRETE AFTER HSS COLUMN, SEE PLANS BEARING PLATE W/ %4"O COLUMN SECTION SETTING BEAM i� �' J ANCHOR BOLT OR SCHEDULE FOR SIZE I I A325 BOLTS (2 EACH SIDE). EACH SIDE • G LENGTH AND WIDTH AS REQUIRED, ° ':a ° ° (2)-000/16x0'-3" LONG I N + MINIMUM PLATE THICKNESS TO (SEE SCHEDULE) SEE TAB-E MATCH FLANGE THICKNESS OF I BEARING ED ULE) BEAM BELOW Y4 ° ; 1.5" 3" 3 II .° 9(6- BASE PLATE (AT CORNER STIFFENER PLATE EACH SIDE COLUMN, PROVIDE L-SHAPED TO MATCH FLANGE THICKNESS PLATE I ( a OF COLUMN ABOVE. WELDS TO °' DETAIL AT POST ON WALL DETAIL AT POST ON PIER BEAM WEB SHALL HAVE CAPACITY I I STEEL PLATE WITH >—+ 'TO CARRY ENTIRE COLUMN LOAD I I (4)-Y4" 0 A325-SC BOLTS STEEL BEAM S 1 I (MIN.). MINIMUM PLATE °. ' ° 1" NON-SHRINK GROUT ANCHOR HOLE 0 IN FROM OF THICKNESS TO MATCH ° EDGE DISTANCE BOLT SIZE BASER BOLT HOLE FLANGE THICKNESS OF ° s t 0 BEAM ABOVE ° BEAM POCKET 0 1 "0 a 1 0 1 0 Id I 0 2 0 2 1 2 0 2 °'<' .• ° :a CONCRETE WALL TYPICAL DETAIL STIFFENER PLATE TYPICAL DETAIL FOR BEAM TYPICAL DETAIL COLUMN BASE PLATE AT BEAM SUPPORTED COLUMN CONTINUOUS OVER COLUMN PIPE OR TUBE COLUMN SCALE: 1"'=1'-0" B EA R I N G SCHEDULE MARK LENGTH WIDTH THICKNESS (II TO BM.) (1 TO BM.) BP-1 8" CAP PLATE SHEAR PLATE (AT COLUMN DOUBLE ANGLES TYPICAL DETAIL TOP) STEEL BEAM WF STEEL REINFORCED CONCRETE BEAM BEARING ON NEW CONCRETE WALL rI BEAM FOUNDATION WALL --�3�3�_ I + + 1+ + 8" STANDARD AISC DOUBLE ANGLE BOLTED CONNECTION WELDED TO FACE PLATE 1 i6" P �' 1 1z" IF REQUIRED I Y FULL WIDTH, TOP AND _ SAW CUT FOR CAPACITY, I AISC BOLTS Y BOTTOM FLANGE _ I I I 1Y2" DEEP EXTEND PLATE I I AISC BOLTS 6" ° - �_ - f� 1 I SLAB ON GRADE STRUCTURAL ENGINEER: THROUGH I A S o o I I I I `° W'WF' THICKNESS "t" • COLUMN __ _. ____ _ __ _ _ __ _ _ _ O.. un L L L auma" 1 �- <-x =-A ) ,j x a—x —�c�c�c HSS STEEL ,r_ — - -_u--++— v BEAM STEEL MEMBER 1 -3" v. Q' 21 Old Slip,loth Floor,New York,NY t0005 7970 BEAM TO HSS COLUMN WF BEAM TO WF BEAM D PTH OF THICKENED 2 U- _ - - ---— - ------� - ------- SLAB = 1Y" TIME SLAB NOTES: (EL)CE THICKNESS "t" 2"x3" CONTINUOUS 1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC ONLY. THE CONTRACTOR MAY KEY ❑ ❑ SUBMIT ALTERNATE DETAILS; FROM THOSE SHOWN ABOVE, BUT IN ANY CASE THE WP 1 CONTRACTOR IS RESPONSIBLE FOR PRODUCING STEEL SHOP DRAWINGS IN 344" DIA. STUDS ACCORDANCE WITH THE PROJECT GENERAL NOTES AND AISC GUIDELINES. ® 6" O.C. TYP. EACH ROW R-20 KIPS CALCULATIONS SHALL BE SUBMITTED AS REQUIRED IN THE GENERAL NOTES AND ELSEWHERE IN THE CONTRACT DOCUMENTS. 2- #5 WELDED TO (3 STUDS) FACE PLATE SAWED CONTRACTION JOINT CONSTRUCTION JOINT 2. THE CONTRACTOR SHALL DIETAIL THE PROJECT CONNECTIONS FOR THE LOADS AS INDICATED IN THE CONTRACT DOCUMENTS, PER AISC GUIDELINES. THE SCHEMATIC MAXIMUM DISTANCE BETWEEN DETAILS ABOVE ARE NOT SUGGESTIVE OF SPECIFIC CAPACITIES. THE NUMBER AND SIZE OF BOLTS, SIZE AND LENGTH OF WELDS, AND SIZE OF STEEL PIECES MUST TYPICAL DETAIL OF STEEL BEAM FOUNDATION WALL CONTRACTION JOINTS IN INCHES IS 36 TIMES SLAB THICKNESS BE DETERMINED PER AISC GUIDELINES AND THE CONTRACT DOCUMENTS. STEEL CONNECTION (FWSC) 3. PROVIDE FULL DEPTH CONINECTIONS AT ALL PERIMETER BEAM CONNECTIONS AND AT BEAM CONNECTIONS T0, PERIMETER BEAMS, UNLESS OTHERWISE NOTED. SCALE: 1"=1'-0" RYALL PORTER SHERIDAN ARCHITECTS A 45 WEST 21st STREET 14th FLOOR d „ WATERSTOP NEW YORK , NEW YORK 10010 P (212) 254 - 1175 1 F (212) 254 - 1755 4 TYPICAL DETAIL SUGGESTED SHEAR C) CONCRETE SLAB EPDXY COATED 6"x6" 2" COVER MIN. (OR AS REQ'D NOTES: CONNECTIONS AT GRAVITY LOADS � W2.0 x W2.0 W.W.F. ' . BY WATERSTOP MANUF.) JOB NUMBER: 1311 �F� •. a c .• 1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS Uva ONLY n WHERE EACH SINGLE STRIP DOES NOT EXCEED 36 TIMES DRAWN: SB �� A z - -a-�*�-- a*a —x —x�t—�c�x. SLAB THICKNESS WIDTH IN INCHES. to C3 . d • , v D D WATERSTOP :a 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED AT A CHECKED: BR MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB ,r • • THICKNESS. JOINTS SHALL BE SAWED NO LATER THAN 24 �+ / y HOURS AFTER CONCRETE IS PLACED. DATE: 12.03.2015 Ssl��k VAPOR BARRIER 3. GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED SCALE: 1/4"=1'0" n n TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE 10 MIL POLYETHYLENE ; 6" GRAVEL OR CONTENT. VAPOR BARRIER CRUSHED STONE UNDISTURBED 4 °' SOIL OR FILL 6" GRAVEL OR UNDISTURBED SOIL TYPICAL DETAILS CRUSHED STONE OR FILL SLAB ON GRADE SLAB—ON—GRADE & WALL INTERFACE TYPICAL DETAILS SLAB ON GRADE S202 RSA #15737.01 2•_B• COHEN 2—8" 0 0 �� SIMPSON 1 ))' EDGE CREWS AT FROMAEDGE� FULL DEPTH BLOCKING BETWEEN � ' ' I 16"TYPICAL STEEL BEAM . . OF PLATE AND 4' FROM END OF PLATE) JOISTS AT STEEL BEAM WEB BLOCKING AT TJI HOUSE „ _ 6• 16' 16• Ty-f-- �" I 16•TMPIcaL STEEL BEAM SEE GENERAL NOTES JOISTS, TYPICAL BOLT LAYOUT PROVIDE OAK SHIM WHEN BEARING, SHEAR �"� OR PARTITION WALLS ARE LOCATED ABOVE PROVIDE FLAT 2x WHEN BEARING OR SHEAR A 1455 Narrow River Road DETAIL A — A BEAM OR WHEN BEAM FLANGE WIDTH IS BOLT LAYOUT WALLS ARE LOCATED ABOVE BEAM _ _ _ Orient, NY 11957 GREATER THAN OR EQUAL TO 8" DETAIL A — A l4• • DIAMETER COUNTER-BORED, A307 BOLTS, DIAMETER COUNTER-BORED, A307 BOLTS, DIA. A307 BOLTS STAGGERED TOP AND BOTTOM, SEE DETAIL A-A STAGGERED TOP AND BOTTOM, SEE DETAIL A n W/ WASHERS; A BOLT—HEAD do WASHER rL _ — — — _ ;� r�A k I DATE REVISIONS REV. NR. T.O. JOIST 12.03.2015 CONSTRUCTION SET 0. I I I • — • — •— — •— —•— T.O. JOISi 1 MULTIPLE MEMBER LVL T.O. STEEL�BM �.O_ BRM TJI/LVL FLOOR JOISTS BEAM; SEE PUN Y2"0 COUNTER-BORED A307 wj A SECTION A—A PROVIDE 2x BOLTS 0 2'-0" (STAGGER N CONTINUOUS LEFT & RIGHT) J4' DIA. BOLTS W/WASHERS o - - PLATE 16. O/C O TOP do BOTTOM F— W/ (2) BOLTS AT EACH END !NOTES: �A TJI/LVL FLOOR JOISTS L7 STEEL M 1. USE 1-h' x LVL, SEE PLAN. WEB BLOCKING AT TJI JOISTS A TEB B FLOOR JOISTS PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER WEB BLOCKING AT TJI JOISTS 2. MAXIMUM BOLT HOLE SIZE SHALL BE We'. BEAM BLOCKING (NUS O WOOD FLOOR FINISHES. PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER BEAM BLOCKING (NUS O WOOD FLOOR FINISHES.3. BOLTS SHALL NOT BE COUNTER—SUNK. MIU O STONE/TILE FLOOR FINISHES) MIU 0 STONE/TILE FLOOR FINISHES)TYPICAL MULTIPLE MEMBER TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL LVL,/TJ I CONNECTION DETAIL LVL/TJI TO STEEL MEMBER LVL TJI TO STEEL MEMBER BEARING ON STEEL MEMBER FOR LVL BEAM51 WITH TOP PLATE (2'—U DIA. A307 THRU—BOLTS; NICK THREADS INSTALL BOTTOM OF BASE PLATE TO PREVENT BACK—OFF FLUSH WITH CONCRETE SIMPSON SOLID FULL DEPTH COLLATED TSSSCREW 3" O/C 5" 5" SOLID FULL DEPTH BLOCK! WOOD POST- SEE PLAN BLOCKING, WIDTH do OR APPROVED EQUAL DEPTH TO MATCH NG; FOR SIZE JOIST/RAFTER JOIST/RAFTER DEPTH TO MATCH MI EMBER (2) PER BLOCKING JOIST RAFTER (2)42" DIA. GALVANIZED A307 THRU BOLTS, NICK THREADS GALVANIZED SIMPSON LCB/CB TO PREVENT BACK-OFF COLUMN BASE OR APPROVED ' L3x3xY /13TUBE Posr -' WOOD FLOOR JOIST/ � 2 2„ s EQUAL I ROOF RAFTER; SEE J d PLAN FOR SIZE do SPACING J W N 1 O N x Z J TYP. AT J m J 4' 16' i6" A ATOP AND II I II BOTTOM e — — STEEL L A� — SEE (SEE PLAN NOTE 2 FOR SIZE) II I II PIPE POST EL Jj BLOCKING; AS REQUIRED I 5' ~' PLAN AT PIPE PLAN AT TUBE I I OAK BLOCKING X r BENT STEEL I I w 3• 3• E: SADDLE PLATE AT TJI FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. I 1 " i — STEEL R — I I I Y2 DIA. A307 THRU BOLTS; M FLUSH W/ I I L3x3xY I I NICK THREADS TO PREVENT BOTTOM OF WOOD I I SOLID AS Q ILLLDEPTH BLOCKING; Y I I BACK-OFF A BOLTS W/ PIPE/TUBE POST I I I I STEEL POST 16. 01 A.C. STAGGERED TOPE& O SEC110N A—A BOM, 2 BOLTS AT EACH END I WOOD FLOOR JOIST/ROOF RAFTER I1�USE 1 Y4• x LVL, SEE PLANS. CONCRETE PIER (2) )�" DIA. A307 THRU—BOLTS, NICK THREADS TO OR WAILL I I PREVENT BACK—OFF 2. AS NOTES ABOVE, WHERE POINT LOADS 'P" BEAR UPON THE FLITCH R BEAM, PROVIDE ADDITIONAL (3)-3/4" DIA. BOLTS, STAGGERED AND SPACED AS SHOWN (UNLESS OTHERWISE NOTED). e TYP' 3. BOLTS SHALL NOT BE COUNTER—SUNK. A-A TYPICAL LVL/PSL/LSL GIRDER CONNECTION TO TYPICAL DETAIL TYPICAL SUPPORT OF WOOD POSTS TYPICAL STEEL PIPEZIUBE POST BRACING FLITCH PLATE BEAM (FOR LVL BEAM) ON CONCRETE WALL OR PIER WITH UPLIFT AT WOOD FRAMED FLOOR LEVELS SINGLE- LIFT STEEL POST SCALE: I X"=1'_0" SCALE: 1 =1 -0 STRUCTURAL ENGINEER: o u w Fn Esilman c� o 32 Old Slip,loth Floor,New York,NY 100o5 212 620 7970 WOOD POST 242" DIA. A307 THRU BOLTS, F1 1:1 NICK THREADS TO PREVENT BACK-OFF CONCRETE SLAB WOOD POST- SEE PLAN WATERPROOFING. SEE ARCH'L DWGS FOR SIZE 2Y" DIA. A325 BOLTS, 8x4x7/16 AT EACH SIDE EACH SIDE STEEL Posr SIMPSON TYPE LPCZ � (1) -X• DIA. A307 THRU—BOLT STEEL Posy PLYWOOD SHEATHING ❑ POST BASE AND CAPS I • I TEEL BEAM- SEE PLAN (OR APPROVED EQUAL) r- I I 00 FOR SIZE i I I LVL/PSL/LSL BEAM S X 21-x�c—x I 3" 2' , 2• I II _ RYALL PORTER SHERIDAN ARCHITECTS I I I 45 WEST 21 st STREET 14th FLOOR STEEL BEAM, i I ; N _ NEW YORK , NEW YORK 10010 ��- SEE PLAN I I a y y U-0 FOR SIZE I P (212) 254 - 1175 1 F (212) 254 - 1755 . o I — — ILVL/PSL/LSL BEAM U—SHAPE " O �p I I ]U—SHAPED)6" STEEL PLATE STEEL PLATE '�` 1(5 )6- WIDE 0 3Vi• WIDE BEAM DETAIL A—A D PLATE JOB NUMBER: 1311 ar 7 A" WIDE 0 54'" WIDE BEAMS) TJI/LVL FLOOR JOISTS a DRAWN: SB CO't��ti�' Q irk. 1 NOTE: CHECKED: BR AT CORNER CONDITIONS, PROVIDE SIMPSON LCE POST BASE OR CAP OR APPROVED EQUAL. TYP I CAL CONNECTION OF WOOD POST TYPICAL DETAIL TYPICAL DETAIL CONCRETE SLAB ON TJI f LVL FRAMING DATE: 12.03.2015 TYPICAL DETAIL OF WOOD ON STEEL BEAM LVLT PSL/LSL BEAM CONNECTION TO STEEL POST ,a SCALE: 1"=1'-O" SCALE: 1 Y2-=1'-O" GIRDER TO WOOD "-SCALE: 1 4 —1,0 ,, TYPICAL DETAILS S203 RSA #15737.01 COHEN INTERIOR STUD WALL HOUSE (NON—STRUCTURAL). SEE 1455 Narrow River Road ARCH'L DWGS Orient, NY 11957 BEARING WALL ON FULL (1)-2x CONTINUOUS WIDTHDOFTSTUD WALL, TYPICAL TO MATCH BEARING WALL ON (2)-2x SOLEPLATE TYPICAL BETWEEN — FULL DEPTH BLOCKING FLOOR BLOCKING AT BEARING WALL ABOVE SIMPSON SSP TIE AT CONTINUOUS PRESSURE TO MATCH WIDTH OF SIMPSON LSTA36 STRAP TIES LOCATIONS EACH STUD, SEE NOTE 3 ; f TREATED SILL PLATES DATE REVISIONS REV. NR. SIMPSON LSTA36? STRAPS j STUD WALL, TYP. ACROSS STUD ABOVE, RIM 12.03.2015 CONSTRUCTION SET TIES ACROSS STUD ABOVE, I BOARD AND STUD BELOW I I TJI/LVL FLOOR JOISTS CONTINUOUS WATERSTOP, I RIM BOARDS 1Y4 LSL RIM BOARD AND STUD TJI/LVL FLOOR JOISTS AT 48" ON CENTER TYPICAL BELOW AT 48" ON CENTER I I I I _ __._______._.__.___ I T.O. FINISH FLOOR T.O. FINISH FLOOR L — — — — — — — T.O. FINISH FL00 BEARING WALL ON L _ — — — — _ T.O. FOUNDATION STEM ---- EL. SEE PLAN EL. SEE PLANS (1)-2x CONTINUOUS I EL. SEE PLAN EL. SEE PLAN ' T.O. JOISTS j SOLEPLATE j EL. SEE PLAN N T.O. INTERIOR SHELF • . T.O. INTERIOR SHELF CONTINUOUS 1Ya" LSL RIM BOARD I CONTINUOUS 1Y4" LSL I EL. SEE PLAN. '`' EL. SEE PLAN RIM BOARD TJI/LVL FLOOR JOISTS � .- - - - - - - - I _ . _ . } .. ... CONTINUOUS (2)-2x TOP PLATE CONTINUOUS (2)-2x TOP PLATE I ( .I . .• : WEB BLOCKING AT TJI JOISTS SEE PLAN FOR REINFORCING SIMPSON H2A TIE AT BLOCKING I FACE MOUNTED JOIST HANGERS BY SIMPSON SIZE AND SPACING (2)-2x CONTINUOUS SILL BEARING WALL; SEE PLAN I I PROVIDE WEB STIFFENERS TO EACH STUD, ALIGN BLOCKING I I OR APPROVED EQUAL WITH WEB STIFFENERS I PLATE—PRESSURE TREATED AND GENERAL NOTES I I AT TJI LOCATIONS AND STUD AS REQUIRED j ® TJI'S — TYPICAL SEE SHEAR WALL SCHEDULE FOR ANCHOR BEARING WALL; SEE PLAN FULL DEPTH BLOCKING TO MATCH BOLTS AT SHEAR WALLS. AT PERIMETER AND GENERAL NOTES DEPTH OF JOISTS BEARING WALLS, PROVIDE Y" DIAMETER A307 ANCHOR BOLTS AT 4'-0" O.C.; SIMPSON H2A TIE AT EACH JOIST NOTES: LOCATE WITHIN 12" OF CORNERS; 7" TO STUD, ALIGN JOIST ANDMINIMUM EMBEDMENT STUD AS REQUIRED NOTE: 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. NOTE: 1. COORDINATE BLOCKING WITH MEP AND ARCHITECTURAL PENETRATIONS, SEE ARCH & MEP DRAWINGS. 2. ALL LIGHT—GAUGE CONNECTORS IN CONTACT WITH PRESSURE—TREATED 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. 2. NON—STRUCTURAL INNER 2X4 STUD WALL NOT SHOWN MEMBERS SHALL BE HOT—DIPPED GALVANIZED. SEE GENERAL NOTES. 2. NON—STRUCTURAL INNER 2X4 STUD WALL NOT SHOWN 3. SIMPSON SSP TIE BE INSTALLED INTO WALL STUD AND SILL PLATE TYPICAL DETAIL @ FLOOR FRAMING TO TYPICAL DETAIL @ FLOOR FRAMING TO IN PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S WOOD BEARING WALL - PERPENDICULAR JOISTS WOOD BEARING WALL - PARALLEL JOISTS RECOMMENDATIONS. SCALE: Y"=1'-0" SCALE: N4"=11'—O" FOUNDATION WALL SECTION @ JOISTS BEARING ON FOUNDATION WALL WITH INTERIOR ORIENTATION OF CORNER STUD LEDGE AND STEM MAY VARY PLYWOOD SHEATHING SEE SCHEDULE FOR SIMPSON SSP TIE AT IN LEGEND WALL TYPE EACH STUD, SEE NOTE 3 INTERIOR STUD WALL (NON—STRUCTURAL). SEE SEE SHEAR WALL SEE S-206 FOR ANCHOR BOLTS AT ARCH'L DWCS SEE SMEAR WALL SCHEDULE SCHEDULE FOR SHEAR WALLS. AT PERIMETER BEARING i BEARING WALL ON (2)-2x 16d NAILS ® FOR NAILING PATTERN EXTERIOR PLYWOOD 16d NAILS 0 24'o/cNAILING PATTERN WALLS, PROVIDE Y2" DIAMETER A307 CONTINUOUS PRESSURE 24" O.C. SHEATHING 16d NAILS 0 24" D.C. TREATED SILL PLATES EXTERIOR PLYWOOD SHEATHING ANCHOR BOLTS AT 4—0 O.C. I SIMPSON L ANGLE; TYPICAL BETWEEN BLOCKING AND RIM BOARD SEE SMEAR WALL SCHEDULE CONTINUOUS 1Y" LSL TJI/LVL FLOOR JOISTS WOOD STUD FOR NAILING PATTERN RIM BOARD ORIENTATION OF CORNER STUD 16d NAILS 0 24'o/c EXTERIOR PLYWOOD TYPICAL CONTINUOUS WATERSTOP, — — — — _ T.O. FINISH FLOOR INSIDE CORNER MAY VARY OUTSIDE CORNER T — INTERSECTION SHEATHING EL. SEE PLAN T.O. FOUNDATION STEM T.O. JOISTS EL. SEE PLAN EL. SEE PLAN a WOOD, SHEAR WALL CORNER & 'T' INTERSECTION — PLAN SECTIONS .y. T.O. INTERIOR SHELF SCALE: 1 xl -o T.O. INTERIOR SHELF EL. SEE PLAN EL. SEE PLAN �I FACE MOUNTED JOIST HANGERS t� BY SIMPSON OR APPROVED EQUAL BEARING WALL ON FULL DEPTH BLOCKING TO MATCH SEE PLAN FOR REINFORCING — 11. WITH WEB STIFFENERS (1)-2x CONTINUOUS WIDTH OF STUD WALL, TYPICAL BETWEEN ® TJI'S — TYPICAL STRUCTURAL ENGINEER: SIZE AND SPACING I••� .:;.. SOLEPLATE FLOOR BLOCKING AT BEARING WALL ABOVE FULL DEPTH BLOCKING no LOCATIONS MATCH DEPTH OF JOISTSF • NOTES: i SIMPSON LSTA36 STRAPS TIES (2)-2x CONTINUOUS SILL ACROSS STUD ABOVE, RIM I TJI/LVL FLOOR JOISTS 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. PLATE—PRESSURE TREATED 212620ximaL L lip,�othFloor,NewYork,NYt000S BOARD, STUD BELOW j I 212 620 7970 AND HEADER AT 48" ON 2. ALL LIGHT—GAUGE CONNECTORS IN CONTACT WITH PRESSURE—TREATED SEE SHEAR WALL SCHEDULE FOR T.O. FINISHED FL MEMBERS SHALL BE HOT—DIPPED GALVANIZED. SEE GENERAL NOTES. ANCHOR BOLTS E SHEAR WALLS. CENTER I L , — , — . — . . — . —.—._. _. _. AT PERIMETER BEARING WALLS, EL. SEE PLAN PROVIDE Y" DIAMETER A307 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE ANCHOR BOLTS AT 4'-0" O.C.; CONCRETE SHEAR WALL, PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S ❑ LVL LEDGER �" ' REINFORCING NOT SHOWN RECOMMENDATIONS. LOCATE WITHIN 12" E CORNERS; 7" MINIMUM EMBEDMENT " j HANGER o.N.) WITH SIMPSON LBV ;; L FOUNDATION STEM 0 PTI O N S - SECTION @ JOISTS 1Y4 LSL RIM BOARD CONTINUOUS PARALLEL TO FOUNDATION WALL WITH INTERIOR :. CON TS (2)-2x i j 3/4" HILTI HIT—HY 200 ADHESIVE a LEDGE AND STEM TOPPLATE PROVIDE WEB STIFFENERS ANCHORS ® 24"o/c (6%" j AT TJI LOCATIONS EMB'T) STAGGERED CONTINUOUS (1)-2x I I SIMPSON TO STUD H2 GNIE AT EACH JOIST AND JOIST TYPICAL DETAIL RYALL PORTER SHERIDAN ARCHITECTS SOLEPLATE j I 41.5 WEST 21st STREET 14th FLOOR STUD AS REQUIRED WOOD MEMBER @ CONCRETE WALL NEW L SCALE: 3/4"=1'-0" P (212) 2254YORK ,1175 1 F (212) 254 1 1755 I j SIMPSON H6 TIE BETWEEN EACH STUD AND HEADER (TYP.) I JOB NUMBER: 1311 r LVL/PSL OR BUILT—UP 2x HEADER; C'FN i ^ i SEE PLAN FOR SIZE & LOCATION --�/— DRAWN: SB NOTE: CHECKED: BR 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. 2. NON—STRUCTURAL INNER 2X4 STUD WALL NOT SHOWN 3. PARALLEL CONDITION IS SIMILAR �} DATE: 12.03.2015 TYPICAL DETAIL @ FLOOR FRAMING SCALE: �OSSiQ�'�°`� @ WINDOWZDOOR OPENING - PERPENDICULAR '�4" °" SCALE: 3/4"=1'—0" TYPICAL DETAILS S204 RSA #15737.01 COHEN HOUSE 1455 Narrow River Road Orient, NY 11957 DATE I REVISIONS IREV. NR. 12.03.2015 CONSTRUCTION SET THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS WHEN SHEATHING THICKNESS EXCEEDS W, 2X_STUD WAIL AT WHEN SHEATHING THICKNESS EXCEEDS W. ALLOWABLE HOLES -®TJI JOISTS TRIM SHEATHING TONGUE AT RM BOARD 16.ON-CENTER TRIM SHEATHING TONGUE AT RM BOARD LOAD BEARING OR SNEAK WALL ABOVE INTERMEDIATE BEARING (MUST STACK OVER WALL BELONG MN.DISTANCE FROM TABLE A YIN.DISTANCE FROM TABLE B , •HOLE MAY BE CUT PLATE NAIL-NO(0.135•X Al AT 16• PLATE NAIL-16D(0.135•X Al NO LOAD BEARING WALL ABOVE NO FIELD DO NOT CUT HOLES ANYWHERE IN WEB OUT- ON-CQrtER• AT 12'ON-CDM �� PATCHED OLES LARGER THAN •IN SIDE OF TCHED ZONE WEB STIFFENERS ME NAIL ABOVE PUTS NAIL PLATE NAL FLOOR PANEL NAIL-BD(0.131•X a'4� AT BLOCKING PANEL REWIRED EACH SIDE ZOLS Lo O F DO NOT 6.ON-CENTER' FLOOR PANEL NAL- BLOCKING PANELS MAY LID(0.731•x Al AT a�W BE REQUIRED WITH a• CLT OR Notcx FIANCE BLOCKING PANEL 6'ON-CENTER 2x4 MINIMUM SQUASH SHEAR WALLS ABOVE \ Y16 •• BLOCKS OR BELOW(SEE DETAIL + 1 Ye TimBFRSIRAND• Ls•OR • B1) a• L+ z x 0. 9, CLOSELY ROUND L 2 x ax 6 LEVEL* 116•RIM BOARD.• II 1 �� \ NOTES ARE PERMITTED IF I 7HE CROUP PEPoMEIER TOE NAIL O.NOIE NAIL-10D(0,128'%30 AT 8' B1 B1 W / I MCEPPT l0MOUIS) Y �TS ORRSQUARE ES FOR TOE NAL - 10D(0.128'X 37 AT 8' -0pR� mmDO HOT NF.B STFFENERs 2X4 MIRIMUM TABLE A - END SUPPORT ClIT HOLES IN CANTILEVER TAI•RIM JOIST REQUIRED EACH SIDE SQUASH BLOCKS MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FAC:OF NEAREST END SUPPORT REINFORCEMENT. AT 4•°N-CEHITR• INSTALL PROPER BLACKING TO SUPPORT ALL AT BIW D B2W •CONENTIONAL CONSTRUCI)ON CODE PANEL EDGES ,g1ST a ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE W4*MUST HAVE • MINIMUM MINIMUM FOR USE WITH A3 ONLY. SEE USE 2X4 MINIMUM SQUASH BLOCKS 70 TIM TJ 2' r 4' 5' 6K' r ETP Ir 1 13• L2' 3' 4• 5' 6K' r eT6' 77• 13- ILM ATTACH BLOCKING PER A3 A2 JOIST BEARING AT ENDS. A3 A31 A32 A33 FRAMER'S POCKET GUIDE A3.4 •SEE ILEVEL FRAMERS POCKET GUIDE FOR 62 BIZ B3 B3W CS 1RANSM LOMBMOOD TJI • JOISTA3.1 -A321 WSTAUATION SPECIFICATIONS 11a r-0• r-0 2-0r-e•3'-0 r-e r-e 3-e 4'-eDETAIL ATTACH RIM JOIST PER A3 ADDITIONAL NISTN1AT10N SPECIFICATIONS. 210 r-0• I•-8•r-0 r-0.5•-0• r-0.2•-e'4'-0.W-0•DETAIL230 1'-0'2'-0'2'-6'3-e•5•-e' z-0• -0.4-6 a-01•-6'2•-0.N-W 4-0.6•-0• 2'-8.3•-6.W-O'W-6• 1Y'TIMBERSTRAHD•LSL OR LEVEL• 1)6' 110 1•-0•V-0. V'0" V'W 2-e•2'-e•5•-0• 1'-0' 1'-6'Y-e'4'-6.4•-6.W-0•RIM BOARD.NAIL TO BLOCKING WITH 10 1'-0.V-0.1'-0 V-6'2'-8.3'-0.5'-6' V-0'2-W 3'-0.5'-0.5•-6'W-e•8•DIAMETER MAXIMUM HOLE FOR 1130-16' CONNECTIONS EQIMALENT AWL TROUGH 2X_CANTILEVER,WOOD BACKER D 186• 230 t'-W V-0' 1'-0'r-0'3'-0'S-6.6'-0' V-W 2'-0'T-W a'-8'5'-0•Y-0' 8'DI-1V DEEP BL HOLE FOR TJI• JOIST WEB WITH 2 ROWS IOD WEB SLIFFE OTtS 11136'-16•DEEP ELACONG PANELS: W R LENGTH OF lY DIMIE1V MAXIMUM HOLE FOR 6'-0'LENGTH OF Td•JOIST DEEP BLOCKING PANELS;8'DIAMETER HORTEM lb FlAOR PANEL SCFEDIXE BLOCKING 360 1'-0• V-0• t'-6'Y-e'4'-W W-0'Y-0• V-0.2'-0.4'-0'W-e•e•-6•Y-a• REQUIRED BOTH M DWETFR MAXIMUM FOR BLOCKING �REINFORCEMENT 11%'-16•DEEP BIACONC PANELS: REINFORCEMENT AND FlL1ER FOR BLACKING PANELS 814'OF1P OR SHORTER tYi TMB D•LSL OR ATTACH RERNFORCEIIXf lb JOIST WITH pµp, (0.148•%37 MALS AT 6• 560 t'-0• V-o" 1'-6•3'-0'V-or W-e'9•-0' V-0'2'-0'3'-6'W-O"r-0'Y-6's•o• SIDES AT E1W PANELS 814•DEEP OR SHORTER THAN ON ONE SIDE AT EZ, 6'DIAMETER MAXIMUM FOR BLOCKING KOCK.USE 4'-0'LENGTH WITH THAN,2'LANG. LEyLL• 1 RIM BOARD. ONE 8D 0.131•X 2KI NAL AT EACH ON-CENTER,CLINCHED.USE ( 110 1'-0' 1'-0. 1'-0' 1'-0• 1•-0' V-0.2'-0'S'-O' 1'-0. V-0• V-0' 1'-8'3'-0.4'-0'8'-0'e•-0• 1Y LONG. BOTH SOBS ATR PANELS 5I6'DEEP OR SHORTER THAN AND 113C TJ JOISTS. W NOT CUT FLANGES CORNER 16D(0.135'X NAILS WITH DO NOT CUT FLANGES. 72•LONG. ATTACH REINFORCEMENT TO TJ•JOLT 10 1•-0• V-W V-0 t'-0. V-6- t•-e•Y-0.6'-0• t•-0• t'-0. 1'-0•Y-0'4•-0'4•-6'e'-8•e'-e• DO NOT CUT RANGES, JOIST WITH ONE 8D(0.131•X HORIZONTAL BLOCKING PANELS WIDTHS. 14' 230 1'-0' t'-0' 1'-0 +'-0' t'-e'2'-0'3'-6•e'-e• V-0' V-0. V-0•2'-0'4'-0.5'-0•r-0'9'-0' A-)NAIL AT EACH CORNER BETWEEN EACH JOIST.HVL TO 360 1•-0•t'-0• t•-0 r-W r-6'Y-0.5'-6•a'-0• 1'-0• P-0' V-0.2'-6'W-6'e'-6.6'-0'9'-6' 1 Y• D• ISL OR TOP PLATE WITH CONNECTINS Seo 1•-0' 1•-0• t•-0• t•-0'z'-e'Y-0'e•-0.9'-0• t'-0• t•-0' 1'-6'3'-e•6•-e•Y-0•W-0'o'-0' EQUIVALENT TO FLOOR PANLL 1 Y.TM D• ISL OR LEVEL* 1�'RW BOARD. SCHEDULE 2+0 t'-0. V-0. I.-W t'-0' +'-o• 1'-0' 1'-e'Y_,,.e'-0' V-e V-0' V-0' V-W r-e'3'-e•6'-6'W-0.0'-6' LEVEL•t 16'PoM BOARD. 1Dut 2'LENGTH OF#' F1 APPLIES 16' t-0 t-0. 1-o•t-o• t-o•1'-0.2'-0.4'-0'6'-6• t'-0• r-0• r-0• +•-0•s'-0•s'-6•r-o•9'-0• r-o• RENFORCELIENT ON 360 V-W 1•-0. 1'-0' 1'-0' 1'-0• t'-0'3'-0.61-0.W-0' V 1'-0' 1'-0' V-0.4•-0•W-O"9•-0. ATTACH REINFORCEMENT iTl J015T WEB WITH ONE SIDE AT F5, TO 560 t'-0• V-0' V 1'-0•t'-o' 1'-0'X-0'F-6'o'-0• 1'-0't'-0' t'-0 t'-e•5'-0.6'-0'o'-0• t'-0'Y-0• 3 ROWS IOD(0.748•X 3 NAILS AT 6• BOTH SOBS AT EB t�� UNIFORMLY GURGLED•La 2 ROWS WITH Ie' FULL DEPTH VERTICIL ON LOADED 4' a' a• r s• +7 tr f6' +Y P 6• r Y r t0• if 15' +Y TTACH REINFORCEMENT 0H- I�, ONE SDE AT E7, Tb JOIST WITH 8D(0.131'%7140 M"DI TAI•JOb•IS• BLS�� BOTH SIDES AT Ea WOOD BACKER ,� JOISTS ONLY. t8' �0 '•"0� 0• '•-° ''-a'1•-0.2'-0'a'-o•0'-0 r-0. 1'-0. 1'-0.3•-0'3'-0.0•-0'1'-0'3'-e' FlALS AT 6.ON-CENTER. 12111HEN JOIST a1. 560 1'-O' t'-0• t'-0 1'-0'1'-0' �j Po]NFORCNG BOTH SIDES,TAGGER cN:`�O,.c�4'' �. 360 1'-0' V-e V-0' 1'-0' t'-0' 1'-0'Y-0'r-0'W-6' t'-0• V-0' V-0' V-0'2'-6'A-0' 1'-8'4'-0'5'-8' 1 Y' • LSL OR NNS. 'LA LESS THAN 5' LESS THAN 5' x,81' 560 1•-0' 1•-0• +•-0.1•-0. 1'-0• t•-0. 1•-O•Y-0• t'-0• V-0•V-0•t•-0• V-0'4•-0.9'-6•+r-6'4'-e•s•-e' LEVEL• t 'PoM BOARD.CLOSUIRE, FACE GRAN TYPICAL HORIZONTAL E1 E1 E2 E3 E4 1 . E5 E6 E7 Eg F1 � � TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT O 8 O O O NOT FOR USE WITH 3� TJl6 JOIST FLANGE N6NM DISTANCE FROM EDGE OF HOLE Tb INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT WIDTHS ,ICT 7J0 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2' 3' 4• V ST Y EW t1' 13• 2' Y 4' V 614' T 81C 11' Ir WEB STIFFENER ATTACHMENT do V-6•z•-e•3•-0.4'-0'r-e• t-6 2'-6•s-6•5•-8.6'-6• EXTERIOR DECK ATUCHMENi f1: 10 2'-W 2'-e•3•-6.4'-e'Y-e• 2'-0 3'-0.4-0 e'-0 Y-0• STRUCTURAL EXTERIOR APPLY SUWLOOR ADHESIVE TO ALL BLOCKS INSTALLED AeJOW�OT�JOIST-SEWITH END 9M 230 2'-6.3'-0.4•-W 5'-0'6'-0' 2'-e'3'-0'4'-6'e'-e'r-0' SHEATHING CONTACT SURFACES LOCATIONS USING " MINIMUM 360 3'-0'4'-0.6•-8'6'-6'9'-0' 3'-0'4'-6.6'-6'r-6•it-0' ATTACH WITH TEN BD(0.113'X 7y7 1��1--' 2y4• MAXIMUM 110 1'-0' V-0't'-e•2'-8.4'-0.4'-0'8'-W V-0. 1'-e•2'-6'4'-0'W-6'Y-0'W-0- ,., 0.128 X 3 NOLs, FLASHING NA0.S OR J-_- 210 V-0'V-W 2•-0.T-O*V-e•5'-0'9'-0• 1'-W 2'-0'S-0.4'-e'r-6'a'-0'0'-0• MANGER HEIGHT NIST BE A MINIMUM CUNCIHED.USE 1�16D(0.135• FLUSH BEARING PULE REWIRED. 11W 230 V-W 2'-W 2•-8'3'-e•5'-0.5•-6'9•-e' V-0.2•-6'3•-6.5•-0•W-W a'-a'W-0• OF 60X OF JOIST DEPTH X3157 BOX NAILS FROM EACH • THREE 8D 0.11r% SIDE WITH 315'TJPILS JOIST FLUSH AR OVE LATE TYPICAL (the FOR ( ')AVIS, 360 2•-0.3•-0'4•-0.5•-6•Y-0•r-5'1'-0' 2•-0.Y-e•5•-0•Y-0'V-8.9•-6. V-0' 1FlS NTML 11CFRT PERMITTMAXIMUID AT 4UW. TREATED 2X_IIDGER �.c�+t- TJI 560 CIFNCHED.ME 1eD�o.135'x�� 560 V-6.3'-0.4•-e.W-e•8'-o•e•-e.2'-0' 3'-0'4'-e•6'-0'6•-0.0'-a.t'-0•2'-0- RANGE WITH TAM DEPTHS TO T�FLANGE(TIGHT TO 'g JOIST) NAILS AT y4•UP JOIST RANGE 14' 1 .V-01 r-0 r-0.2'-0 Y-6.4•-6.8'-0' t'-0• V-0. 1'-0.2'-e•W-W Ir-T V-0.2•-0• GREATER THAN 18•. BD,TOt FLANGE WITH FACE WIDTHS. . 1'-0' 1'-0 1'-0'2'-0'3'-0'6'-0 9'-0 1'-0' 1'-0'Y-o•3'-6.6'-0'r-o•0'-0'2'-6• WEB STIFFENER EACH SIDE.SEE MOUNT HANGERS.ATTACH WITH .I SEE FASTENER tY'TYBERSTRAND 1"= ' t'-0• t'-0 2'-0'3'-0'3'-6'3'-e 0'-0 +'-0'+•-0.2'-6'4'-0'6'-0'r-0.0'-6'3'-0' TEN IOD(0.728 X 37 NAILS, TABLE BELOW.MAINTAIN LSI_•OR LEVEL• 116' SIZES BELOW. CLINCHED WHEN POSSIBLE. �`: ' 1'-0.2'-0'3'-e•S'-6'e'-0'8'-6'2'-0' 1'-0.2'-0.4'-0 a'-e'9'-0' -0'2'-0'4'-0' •„ 2'DISTANCE(MINMUM)FROM RLI BOAIm. EDGE OF LEDGER TO FA5IENER 2x_:,iRAPPLNG NSTAl1ID AT 1S W . R. t'-a 3'-6'S'-e•e•-6.9'-0•J'-e 1'-0.3'-0'5'-0'Y-0.O'-0.1'-0'3'-e•5'-0• • JOIST-SPAN LOCATIONS USING TWO 714' ,� 11CIT ' P-0. V-0•I'-0•V-0. 1'-0'Y-0'S•-6 9'-0• t'-0' +'-0' t'-o'z'-0'4'-0'a'-e•9'a'2'-6's'-a' TOP FLANGE HANGERSCREWS PER JOIST.TYPICAL . V-0. V-0. V-0' 1'-e•2'-0'4'-0'6'-e'o'-e' 1-0 I'-0'1-0 2•-8 5'-0 e'-0'0'ALLOWABLE LOAD FACTORED RESISMNCE LBs -0• V-0. V-0• V V-0'4•-0•W-6•o'-0'3'-e' t'-0' t•-0.2'-0 4'-0'r-6'e'-e•3'-0'4'-6'YBACKER BLOCK FASTENER I TUBERS AN)•LSL LEVEL• PoM BOARD �l.t3:FACE tAOIXNf � -0' 1'-0. 1'-0. 1'-0.2'-e'3'-e'r-0' 1'-0•S'-0' t'-0' 1'-0'S'-e'S'-e'9'-0"0'-0'4'-e'B'-0'8•-0' BOTH SIDES J WEI WRH Y' RIM BOARD • DIRECTLY APPLIED CEIUW W WEB STIFFENER SIZE W WEB STIFFENER SIZE SINGLE TJI JOIST P 5• 6' r 5' 10' if 13' tY 4• b• F Y C 1lY tY +5' tY LAG BOLT 400 830 NA NA 24(a 36'X 2T(.MINIMUM 14i' 46'X 24(i MINIMUM 18. 380 1'-0' 1'-0' 1'-0' 1'-e'3'-0'8'-0'9'-0'S'-0' 1'-0' 1'-6' WEB S REQUIREDD F LAG BOLT 475 750 400 575 580 V-0't'-0' t'-0 t'-0'2'-0'e'-0•o'-0'e'-8' t'-0's'-0'e'-0 e'-e' t'-6'e'-e'a'-0' '-0' SIDES OF HANGER DO NOT WITH TOP FLANGE HANGERS, BACKER O (1)THIS FACTORED RESISTNRCE Is WITH A 16'GAP THE RIM BOARD AND DECK LIEDCFIt PB1 � SPECFIED ON THE LAYOUT, ONE OF O 2!(e �•x 24(i NLAIAA 2x4 Seo +'-0• !•_o t'-0 +•-0't'-0'3'-0'6•-0• ,•-0.5•_8• r-0-V-0•r-0'4'-0'r-0.2•-e•6'-e•9•-0. 1•-0• H'1 LATERALLY SUPPORT AT LEAST H2 BLOCK REQUIRED ONLY FOR DOWNWARD H3 LA .ALLOWABLE LOAD DETERMINED N ACCORDANCE WITH AC 124. THE ABOVE BRACING OPTIONS IS REQUIRED Seo 1'-0 r-0• r-0 t'-0•r-0 r-5 s'-e•2'-0 a'-0• r-0 OF UP JOIST TOP FLANGE LOADS EXCEEDING 250 LBS OR FOR .CORROSION-RESISTANT FASTENERS REWIRED FOR WET-SERVICE RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. UPLIFT CONDITIONS. APPLICATIONS. • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE)6'OF WEB (MINIMUM)AT TOP AND BOTTOM OF HOLE. FASTENING OF FLOOR PANELS • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12'ON-CENTER:THEY DO NOT AFFECT HOLE PLACEMENT. WOELINES FOR CLOSEST ON-CENTER SPACING PER ROW FILLER AND BACKER BLOCK SIZES • FOR SIMPLE SPAN(5•MINIMUM),UNIFORMLY LOADED JOISTS USED N RESIDENTIAL Mm PIJCATMNS,ONE MAXIMUM SIZE Rom HOLE MAY BE BEAMand COLUMN DETAILS TJI , RIM BOARD TJI• JOISTS 110 210 230 OR 360 560 LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR N THE JOIST. NAL SIZE 110,210. 360 D • %. t . OR • MICROIIAM• PARALLML• 0i. Oe 8Y•OR 14.OR At4'OR 14'OR 18'OR 2• 14.OR 18'OR AND 230 560LEVEL 7YABERSIRAHD LSL LK �• °�H 1,'I6' 14' tt36• 16' 1'.4 t8' 20' 11Y ,8' 2O' • INSTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT(LEVEL SPECIFlER'S GUIDES. FOR OTHER LOA,) CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEl6 TJ-BEAM®SOFTWARE OR CONTACT YOUR ILF-VEL REPRESENTATIVE. BEARING FOR DOOR BEAM TO BEAM BEARING AT ad(0.1311•x Al 4• 3• s• 4' r 3• r FILLER BLOCK(1) 2X6+46' 2XB+46' 2(6+)4' 2X8+14' 2x72+14' TO BEARING AT WALL IOd(0.148'z 37,12d(0.148'%3i7 4' 4' 8' 4' 4' 4' 4• GAIL H2) 2X8 SHEATHING SHEATHING SHEATHING SHEATHING SHEATHING OWO 2X12 OR WINDOW HEADER CONNECTION CONCRETE WALL IBd31,1•x (0.1 Vil 6• 6• ,6• ' ao6 e• 6• GmILEVER 2ix6 2x,o 2X6+46. 2x,A+46. 2X6+14. 2x,o+14• NOT Nor ALLOWABLE HOLES - HEADERS AND BEAMS 1Y'TMBERSTR Wm• M OR FILLER 4'-0' 6'-0• SHEATHING SHEATHING SHEATHING SHEATHING APPLICABLE APPLICABLE LEVEL•116•PoM BOARD OR STRAP PER CODE F TOP PUTS (1)ONE ROW OF FASTENERS PERMRTED(TWO AT ABUTTING PANEL EDGES)FOR DIAPHRAGMS.TAGGER NAILS WHEN USING 4.ON-CENTER SPACING AND MAINTAIN (DETAIL E4) LOWG LONG 4•-0'LONG 6'-0-LONG 4•_u LONG 6'-0'LONG 1.55E TIMBERSTRAND®LSL HEADERS AND BEAMS BLOCKING FOR I TFRAL S NOT OONTIN OVER // 16'JOIST AND PANEL EDGE DISTANCE FOR OTHER APPLIGITIONS.MULTIPLE ROWS OF FASTENERS ARE PERMTITFD F THE ROWS ARE OFFSET AT LEAST 14'AN SUPPORT HEADER / (2)CAN AGGERBE BE TO 4.ON-CENTER F NAIL PENETRATION INTO THE NARROW EDGE B NO MORE TIMI 06'(TO AVOID SPLITTING). (pET�FtnR H4 !46'OR)V VC OR W 1'NET 2X6 2x8 2X12 2%DIMRLTER OF THE LARGEST HOLE(MINIMUM) -RECOMMENDED RECOMMENDED NAILING IS 12.ON-CENTER FIELD AND C ON-CENTER ALONG PANEL EDGE. •14 GA.STAPLES MAY BE SUBSUMED FOR 80 OF ~ N FASTENING REWIREMENIS ON ENGNEERED DRAWINGS SUPERSEDE RECOMMENDATIONS LISTED (0.113•X%-)NAILS F MINIMUM PENETRATION OF V (IAO)1ST:SEE DETAIL W. RIM AND BACKER BLOCK LENGTHS SHOULD FACCOYODATE REQUIRED NAILING WITHOUT SPLITTING(702' K DEPTH ALLOWED HOLE ZONE ABOVE. INTO THE TJI JOIST OR RIM BOARD IS ACHIEVED. MINIMUM FOR BACKER BLOCKS AND 24'MINIMUM FOR FILLER BLOCKS). TOP FLANGE HANGER •(LEVEL RECOMMENDS USING A NON-POLYUREFWNE SUBFL00R ADHESIVE ON ALL CONTACT POINTS •MAXIMUM SPACING OF NAILS IS IV 04-CENTER FOR •A BETWEEN PANELS D FLOOR FRAMING TJI• JOISTS. PROTECT UNTREATED WOOD - -- fACE MOUNT FLINGER DIRECT CONTACT WITH CONCRETE •Kum ROWS must BE OFFSET AT LEAST J4'D STAGGERED. CANTILEVER D END BEARINGS BY BLOCKING COLUMN e o e e e PANELS,HVMNG:ERS.OR DIRECT ATTACHMENT TOA HEADER OR BRAY MAXIMUM ROUND L1 LIZ L3 SEE CURRENT (LEVEL •LITERATURE L4 BOARD IRM JasT PTH IHaE slzE O O O FOR FRAMING CONNECTORS O MNMUM)SAFETY 8'ON-BRACING(-CETT ER(I 3. "�`-" , NL SILENT FLOOR JOIST FRAMING ON-cETER FOR Ta• 110 JOISTS) W-116' STRUCTURAL ENGINEER:s' 446' DOES NOT REQUIRE BRIDGING OR FWD SEE LLUTRATION FOR ALLOWED HOLE ZONE MULTIPLE MEMBER CONNECTIONS MID-SPAN BLOCKING E1 WENDED TO A BRACED ENG WALL, GENERAL NOTES FOR TOP-LOADED BEAMS C1) FASTEN a EACH JOIST wmH TWO (0.113•X 21ij NAILS MINIMUM . ALLOWED HOLE ZONE SUITABLE FOR HEADERS D EF/JMS WITH O 13'4- WIDE PIECES: (SEE WARNING). UNIFORM MD/OR CONCENTRATED LOADS. Ev'fln S m a n •MNIWAI OF 3 ROWS IOD(0.128•X 31 NAILS AT 12' • NOUHD HOLES ONLY • NO HOLES E FENDERS OR BEAMS IN PLANK ORIENTATION. 0., •MINIMUM OF 4 ROWS IOD(0.128•X 31 NNS AT 12.O.C. DO NOT BEVEL MR 1 NO DEEPER BEAMSELEVATED cur JOIST Al H2 OTHER ILEVELe TRUS JOISTa HEADERS AND BEAMS 32 Old Slip,IothFloor,New York,NYL000S •F USING 112D-16D(0.14x•-0.1152•DIAMETER) BEAM ON COLUMN BASE COLUMN BASE BEYOND INSIDE RIM BOARD JOINT 2126207970 BEARING AT NAILS,THE NUMBER of NMNc Rows MAY BE FACE OF WALL. 2 BETWEEN JOISTS DO NOT OVERHANG SEAT MICROLIAM •LVL REDUCED BY ONE. COLUMN CAP E2 1.3E 7RIBERSTRND0 AND PARALLAM •PSL CUTS ON BEAMS BEYOND LSI_HOLE ZONE HOLE ZONE 2 x DIAMETER OF THE Yj ; •- WIDE PIECES A) THE INSIDE FACE OF LARGEST HOE(MIMMUM) DEPTHCOLUMN SUPPORT MEMBER. DO NOT CUT,NOTCH OR DRILL / • OR BEAMS MINIMUM OF 2 ROWS)f'BOLTS HOLES EXCEPTHAS�INDICATED IN AT 24'D.C.STAGGQED d ENTIRE - ILLUSTRATIONS D TABLES. 'BEAM WIDTH OTHERWISE.ICEISE OONHEC110NS FOR `� Y "L:•1 `„•r,.'' *�� "�.:11:t..'• CS • 6 6 SLOE-LOADED BEAMS. •• TJI joist �'1MBERSTRANO•LSL OR LEVEL•t16•RIM BON O. MN.PARALL •LN.AND VERIFYµC COLUMN D BEAMANG ADDITIONAL NAIIJNG OR BOLTING MAY BE �� L3 LOWED H •PSI_ HEADER OR BEAM MAXIMUM ROUND NON SHRINK ALLOWED HOLE ZONE DEPTH HOLE SIZE L5 LOCK SEE CURRENT L6 d 1.3E TNBERSRWl REQUIRED WITH SIDE-LOOM MULTIPLE-MEMBER P1 P2 P3 GROUT A2 (LEVET"_LITERATURE. SEAMS, PRODl1CT LITERATURE REFER TO CURRENT YIDOLE)6 SPAN I' O t4 Lt D• LSL ALLOWED HOLE ZONE d B1 H1 SEE ILLUSTRATION FOR ALLOWED HOLE ZONE IZ GENERAL NOTES TJI R)OIST NAILING REQUIREMENTS AT BEARING B ❑ TJI 'JOIST TO BEARING PLATE SQUASH BLOCKS TO TJI* LS • ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY. B3 • ROUND HOLES ONLY JOIST (LOAD BEARING WALL ABOVE) • NO HOES IN CANTILEVERS. A'TMBERSIRAND•LSL OR LEVEL* FLAW ORIENTATION. 116'RIM BOARD. ONE 1101)(0.128'X 3 NAIL O • HO HOLES IN HEADERS OR BEAMS IN INTO EACH FLANGE Ba USE B1 OR 82 AT ONENA xo SID x INSTALLATION TIPS INTERMEDIATE BEARINGS WARNING NAL EACH SIDE oRIv� surFI_ooR ADHESIVE waL APPROVE FLOOR PERFORMANCE• WITH LOAD BEARING OR RYALL PORTER SHERIDAN ARCHITECTS NAILS TAW�DAT BUT MAY NOT BE REWIRED. END OF JOISTS SHEAR WALL FROM JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY 45I WEST 21st STREET 14th FLOOR SQUASH A BLOCKS D IXJX:KINGlWA PANELS CARRY TAd® CENTMJNE -_ RAM END WALL- BRACING INCLUDES: NEW YORK NEW YORK 10010 VERTICAL LOADS(ISTALS Bt AND BIZF STIFFENERS) I OUR THE LSO SEE DETAIL 82 WEB of A TJ•JOIST(MRH WEB STFFENERS)6 NOT A i� SEE NOTE 3 UNDER 1 14S YNMW BEARING AT END .BLACKING •SHEATHING •STRUT LINES SUPPORT:314• R Mw AT WHEN FOR SMASH[LOCKS OR NON-LOAD BEA PANELS. \ WARNING .HANGERS •RM BOARD •RIM JOIST KIERMEDATE s<RroRr WHEN JOLTS ARE DOUBLED AT NON-I.QAO BEiWNG P (212) 254 - 1175 I F (212) 254 - 1755 SHEAR TRANSFER: CONNECTIONS EQUIVALENT PARALLEL PARTITIONS,SPACE JOISTS APART THE WIDTH H1 1)F THE WNL FOR PLUMBING OR HVAC. / TO FLOOR PANEL NAILING SCHEDULE RIM TO TJI6 JOIST ADDITIONAL JOIST AT PLUMBING DROP(SEE DETAIL). • • / tY'TMBERTRAND• LSL OR(LEVEL• TOE NAIL WITH IOD 4f•WIDE TJ•RIM JOIST: A*RIM BOARD OR 1%.'WIDE TJ• (0.128•X 3 RIALS,ORE �I'A JOIE U 1 311 RLL JOIST:ONE IOD(0.128•X 3) EACH SIDE OF TJ•JOIST / T 3, NAL INTO EACH FLANGE FLANGE •WpE T,W ' O '•••1•:''. - EXTERIOR DECK DO NGUTIL BRACED. DO HOT WALK LYING JOISTS THAT ARE ON i UNSHEATHED,a TWACKTKO ONLY '•�r X15 La �� f �O � FLaaR JOLT `., o M ATTACHMENT INJURY MAY RESULT. OVER BEAMS OR WAIF DRAWN �� 6 RF O .F•. •'e:r '`� r •� p - - SHEATHING 2 J('-2 9f'WIDEt,M RIM .Z <. � STRUCTURAL SB � � f➢i JOI�f:ONE 16D(0.135 %3140 TAPE TAI• •.: •7� DO NOT USE SAWN LUMBER NAIL INTO EACH RANGE �M JoSt Eb t, d d o FOR RIM BOARD OR WARNING NOTES: 146'MINIMUM BEARING SHFTED JOLSf PLUMBING�P ADS ° BLOCKING,As IT MAY LACK OF PROPER BRACING DURING CONSTRUCTION CAN RESULT IN �J ' LOCATE RIM BOARD JOINT BETWEEN JOISTS. INSTALLATION.SHRINK AFTER CHECKED: BR Y Yy o USE ONLY SERIOUS ACCIDENTS. OBSERVE THE FOLLOWING GUIDELINES: yF� PROTECT UNTREATED WOOD O ENGINEERED LUMBER. .J;t''z LlJ BEAM ATTACHMENT AT BEARING FROM DIRECT CONTACT WIIH SEE ALLOWABLE HOLES t.ALL BLOdING.HANGERS,RIM BOARDS AND RIM JOISTS AT THE END SUPPORTS OF THE TJSIS aJOMUST BE COMPLETELY INSTALLED MND PROPERLY NAMED. � � =�r,.� (� 2.ESTABLISH PERMANENTDECK(SHEATHING),FASTENED TO THE FIRST 4 FEET OF JOISTS AT THE END OF THE SAY OR BRACED END WALL. CONCONCRETEAAPPPROXI APPROXIMATELY 12T O H3PERMANENT3.SAFETY BRACING OF 10(MINIMUM)MUST BE NAILED TO A BRACED END WALL OR SHEATHED AREA D TO EACH JOIST. DATE: 1 2.03.201 5 tY'TMBD•FRSIRANL%OR ON-CENTER 4.SHEATHING MUST BE COMPLETELY ATTACHED TO EACH TJI• JOIST BEFORE ADDITIONAL.LOADS CAN BE PLACED ON THE SYSTEM. 8 LEVEL* 146'RILL BOARD. 1, CONTRACTOR SAW.PROVIDE SHOP DRWGS BY TRUSS JOIST AUTHORIZED SUPPLER 5.ENDS OF CANTILEVERS REWIRE SAFETY BRACING ON BOTH THE TOP D BOTTOM FLANGES. FOR RENEW BY DESIGN TEAM PRIOR TO INSTALLATION OF FLOOR FRAMING. yw,� &THE FIANCES MUST RFLWN STRAIGHT WITHIN I/Y FROM TRUE ALIGNMENT. 2. CONTRACTOR SHALL INCLUDE IN BID ALL REQUIRED CONRECTONS,(INCLUDING CUSTOM BEARING PATE TO BE TRiEJOIST -3S90T�`� CONNECTIONS)REQUIRED TO OMP ErE FLOOR FRAMING. FLUSH WITH INSIDE FACE ® SCALE: 1/4"=110" DRIVE NMS AT AN L��S E� WAIL°� LqMwSilent F I oo r ANGLE TO MINIMIZE POCKET GUIDE A Weyerhaeuser,iLevele,MicrollamID,Parallam®,Silent Floor®,TimberStrandO,TJI®,and Trus Joist®are registered T71.25:OE IOD(0.128•x 31 NAIL spYRTING of PLATE MINIMUM END AND NTERMEDIAIE EACH SIDE OF MEMBER AT BEARING. BEARING LENGTHS trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. 114'MINIMUM FROM END February 2009 Reorder TJ-4015 This sheet is intended as a supplement to the iLevel Framer's Pocket Guide, which should be referenced for additional information. TYPICAL DETAILS S205 RSA #15737.01