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Town of Southold 12/24/2015 P.O.Box 1179 53095 Main Rd ti,� ����`t. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37988 Date: 12/24/2015 THIS CERTIFIES that the building ALTERATION Location of'Property: 2095 Youngs Rd, Orient SCTM#: 473889 See/Block/Lot: 17.-4-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/13/2014 pursuant to which Building Permit No. 38758 dated 4/2/2014 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: ADDITION AND ALTERATIONS INCLUDING COVERED PORCH, SCREENED PORCH AND DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Gertner,Paul&Serwator,Rochelle of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38758 08-04-2015 PLUMBERS CERTIFICATION DATED 07-23-2015 38758 � r Au o ' d Si ature �u TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38758 Date: 4/2/2014 Permission is hereby granted to: Gertner, Paul & Serwator, Rochelle 293 Hoyt Street Brooklyn, NY 11231 To: Alterations to an existing single family dwelling as applied for. At premises located at: 2095 Youngs Rd, Orient SCTM # 473889 Sec/Block/Lot# 17.4-18 Pursuant to application dated 3/13/2014 and approved by the Building Inspector. To expire on 10/2/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,027.60 CO -ALTERATION TO DWELLING $50.00 Total: $1,077.60 Buildi Inspector 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 properly showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 3 3 Ir New Construction: Old or Pre-existing Building: (check one) Location of Property: ,House No. Street Hamlet Owner or Owners of Property �J ��! =j'�O C.iyLLiF Suffolk County Tax Map No 1000,Section ! Block Lot Subdivision 2 o Filed Map. Lot: Permit No. J 0 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificcte Final Certificate: (check one) Fee Submitted: $ �JJ Applicant Signature pF SOU�y®�o Town Hall Annex Telephone(631)765-1802 54375 Main Road CAV Fax(631)765-9502 P.O.Box 1179 �Q roger.richertCa)_town.southold.ny.us Southold,NY 11971-0959 C®Ufil N,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gertner&Serwator Address: 2095 Youngs Road City: Orient St: New York Zip: 11957 Building Permit#: 38758 Section: 17 Block- 4 Lot. 18 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 New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 24 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 9 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 14 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect Switches 24 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1- Combination Smoke/ CO Detector, 1- Paddle Fan, 3-Exhaust Fans Notes: Inspector Signature: Date: August 4, 2015 Electrical 81 Compliance Form.xls So Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �� Southold,NY 11971-0959 BUILDING DEPARTMENT "! I 771 �11 TOWN OF SOUTHOLD ! JUL 29 2015 II CERTIFICATION Date: S/ Building Permit No. Owner: C8� j (Please print) Plumber: e,C.f'k A?,vs C (Pleas print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PlumbersA' e) Sworn to before me this L� day of 20 �✓ Notary Public, County MARGARET"DOWNING Notary Public, State of New York No. 4960643 Certificate Filed in Suffolk County Commission Expires December 26, 20 ! laf so cou 'TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION Vf'FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL CAULKING REMARKS: DATE INSPECTOR i f SOF SOUL • �o TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [ FOUNDATION"1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON [ ] CAULKING REMARKS: DATE Lo `3 INSPECTOR so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION 65.1802 - INSPECTION [ ] FOUNDATION 1 ST [ IR PLUMBING [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRES ETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ;LECTRICAL RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ (FINAL) [ ] CODE VIOLATION IV] CAULKIN REMARKS: DATE - INSPECTOR �"� , i eOUM`(,0c� TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION ,- [ ] FOUNDATION IST - [ OUG1�1 PLUMBING [ ] FNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ULKING- REMARKS: DATE INSPECTOR- "� so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ] ROUGH PLUMBIN FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: DATE . t - INSPECTOR 75`8 v2�7 SOP SOia_ OT • �o �yUOUNi`1,� TOWN'-OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION - I FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REIVIARKS04444& pg&ndd4_— w wa DATE INSPECTOR OF SOpT'yo o�y00UN1`I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 A INSPECTION - I FOUNDATION 1ST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] 1 SUL [ ] FRAMING /STRAPPING [ FIN [ ] FIREPLACE & CHIMNEY [ ] FIRE SPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � ��✓� �� ��1` i $i nLb r/ Go- L DATE �� �' INSPECTOR t. ) 1 • • 1 ; .�. • 1 1. - ---- i Ar6llP� 11111F My IRS• • 1 • r 1 . rUGH FRAM[NG& PLUAMING / IMULATIONPEAN.Y. STATE ENERGY CbDE re _ 1 t �-i _)LD BUILDING PERMIT APPLICATION CHECKLIST ARTMENT Do you have or need the following,before applying? Board of Health NIA _D, NY 11971 4 sets of Building Plans Adq6A J ,,)31) 765-1802 - = Planning Board approval- L_11� ZX: (631) 765-9502 �'" Survey ✓ ,�vww. northfork.net/Southold/ PERMIT NO.31S 1`��® Check Septic Form /VI,4 N.Y.S.D.E.C. IV 4A Trustees. Examined ,20 Contact: Approved ,20 Mail to:Bruce A.Anderson-Suffolk Disapproved a/c Environmental Consulting,Inc.,P.O.Box 2003;Bridgehampton,NY 11932 Expiration ,�2n0 Phone: 631-537-5160 DE C E � U E ildi ctor MAR 12 2014 AP LICATION FOR BUILDING PERMIT BLDG DEPT TOWN Of SOUTHOLD `. -- Date , 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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. L Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completedwithin'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,iri writing ,"the extension of the permit for an addition six months.Thereafter;anew 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. C,Yt.fulHy� leu. . (Signature of applicant or name,if a corporation) (Mailing address of appl(cant) State whether applicant is owner, lessee, agent, architect,engineer,general contractor,electrician,plumber or builder Agent t Name of owner of premises 'PXVvL- (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 which proposed work will be done: r S y N G-S R-eo dam-7 House Number Street Hamlet County Tax Map No. 1000 Section 1 -7 Block Lot ( e Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constrL. a. Existing use and occupancy l IN L-- b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work INTE2t0fL tZtNoV►BION - (Description) 4. Estimated CostFee (To be paid on filing this application) 5. If dwelling,number of dwelling units l Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front S Rear 3 Depth S3 Height ZG Number of Stories Z- Dimensions of same structure with alterations or additions: Front 5ArM t' MOS S C FRe'ar Depth Height Number of Stories 8. Dimensions of entire new construction: Front /V l4, Rear Depth Height Number of Stories 9. Size of lot: Front 3 9 Z Rear___3 4,15 Depth 3 C� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 72--- S o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NO-ZWill excess fill be removed from premises? YES NO PA,.jL &,0rZ-TNElZ -i -q!5- due 14. Names of Owner of premises tzocyry-a ser�+A-forte Address,.-oisov Phone No. Name of Architect R4xL.L f-orZyrL 64151 abXW p Address'Mat' yolr�c S ,.f :o a'�' Phone No Name of Contractor PH►L �ikoU vt-LC Address E(gw'K ��► Phone No. 9 2G- I 1 S I 1 k471. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. 4b. Is this property-within 300 feet of a tidal wetland? * YES X NO * IF YES;D.E.C.,PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17: If elevation at any point on property is-at 10-feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF o (z c e L�. /41�V3 e-A-S C'1,3 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the C'�-ra'1 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of .age-- 20� Notary Public ,Signature of Applicant Matthew D. Ivans Notary Public of New York -No. of iV6053859 Qualified in Suffolk County Commission Expires January 22, 20 .;� OSU�/f U Scott A. Russells �G James A. Richter, R.A. SUPERVISOR N ' Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 V' Z p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINSQTOWN.SOUTHOLD.NY.US �'� JAMIE.RICFITERQTOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( Tb BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact& Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from Applicant) NAME: NAME: �CL > � 9 rume- ADDRESS: ` 11j-WLk V1QeI�MflyT►�t (�yl1S, Irll( ADDRESS: LgPr1'1Fb AUE_ 1"'•0 X Zo�3 Wig/t3T 08837 Telephone Number: 631 -5-31 S-1 (tee Telephone Number: . 6q(6•379 •1O,SS , . Completed Applications can be picked up at the Engineering Department after being notified by the Department, or, it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope& Appropriate Postage. DATE: Property Address / Location of Construction Work: �2,095 'YdvNC-�r SCTM #: 1000 I-7 9-- Ii�, FNi . NN District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Su ' Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation an or o i ica ion of Mechanical Systems or other similar Work. A Complete Description of the Scope of work Proposed under the Building Permit Application, A Completed Stoyawater Review Checklist. If No or NA are Indicated, Justification is Required. * ** FOR RING DEPARTMENT USE ONLY **** Reviewed B Date: 3 Z Ax pprove . dd ional Information Required: - CHAPTER 236 y" ��s k STORMWATER'MANAGEMENT CON.- �iROLAN CHECK LIST Cal DATE: 3 APPLICANT '(Property Owner;De ign Professional,Agent,Contractor,Other) W NAME: T3 �c jet Nr L-r o o C A&�T'T) 5 S C T M #: 1000 ^7 g-- S Telephone Number: I - '1- S ►6 0 District Section Block- Lot SM C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Informatiori Required by this Checklist if it has not been provided, 1. A Site Plan drawn to scale Not Less that 60'to the Inch MUSTIf:You answered No olFNA to any Item,-Please Provide JuAification,Herel show all,of the following items: YE NO N"A. If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of•Property Boundaries -000 b. Total Site Acreage. c. Existing.-Natural&`Mari MadelFeatures'within-500 L.F. =1=� 0_- O/WXkk of the Site Boundary as required by'§236-1702) }` d. Test Hole Data Indicating•Soil Characteristics;&Depth•to Ground Water: e. Limits of Clearing&'Area ofTroposed Lan&Disturbance. 00© f. Existing& Proposed-,Contours of the Site (Minimum 2'Intervals) 0�© (a rt" S g. Location of all existing&proposed structures, roads, driveways,sidewalks, drainage improvements&uti'lities. � L h. Spot Grades&Finish Floor Elevdtions for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed-Soil-Stockpile Area(s). Z, k. Location of proposed Construction Entrance/Staging Area W. �© 1. Location of proposed,•concrete washout area(s). 0© M. Location of all proposed erosion&sediment control measures. 00® 2. Stormwater Management Control.Plan'must-include,Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervioussurfaces generated-by a two.(Z)inch a rainfall/storm event - 3: Details&Sectional Drawings for stormwater practices are required for'approval. Items requiring details shall:include,but not be limited to: a. Erosion&"Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0�© d. Leaching Structures (e.g.infiltration basins,swales,etc.) FORM It SWCP Check List -TOS JAN 2014 �D-r(p Tdr-plime.(631)765-180Y :LV !:11 Aiuiax 64375 Main RoadGall 765-Q509 P-0.Dox 1179 rager.ri ert6 0 louthUd. VIUS Smahold,NY 11, Comm, UULDING DEPARTMENT TOWN 07 SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED REQUESTED BY- Date: Company ompany Name.- Name: License No.: Address: 4t,Phone , J - I- / - No,: J JOBSITE INFORMATION: (*Indicates required information) *Name: -S-e- /-e-/- *Address. V4> *Gross Street: /Ir ell *Phone No.: -z- Permit No.: Tax Map District.- 1000 Section- Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly} 4 (Please Circle All That Apply) *Is job ready for inspection: (jEj�?NO Q::! uqh�jn fiinal "Do you need a Temp Certificate: YES / NO Tamp Information (if needed) *Service Size: I Pha,5e 3Phoo 150 200 300 350 400 Other "New Service. Re-c ect Un crud Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form OWNER'S ENDORSEMENT (TO BE SIGNED IF APPLICANT IS NOT OWNER) STATE OF NEW YORK ) COUNTY OF NEW YORK) ss: Paul Gertner o�kLi€ S E(t WA being duly sworn,deposes and says;they reside at: 2095 Youngs Road,Orient,NY,11957 In the County of Suffolk and the state of New York, and are the (owners in fee) (officer/agent of the Corporation which is owner in fee) of the premises described in the foregoing application and that I have authorized. Suffolk Environmental Consultin ,Inc. to make the foregoing application as described herein. Signature Signature If Corporation,name of corporation and Officer Officer's Title Before e,this �Q day of 20], 4NoPublic Matthew D. Ivans Notary Pubhc of New York No. 011V6053859 Qualified in Suffolk County Commission Expires January 22, 20 js ❑ ❑❑ Ryall Porter Sheridan Architects 45 West 21 Street 4f ❑ New York, NY 10010 www.ryallporter.com T 212 254 1175 F 212 254 1755 Fri ARCM TECTURE SEP 2 4 2014 UNTER RS _ _ LEED PHRU S BL_ F TOWN OF WiTHOLD July 01, 2014 To Whom It May Concern: I William Ryall, the architect of record, confirm that the steel reinforcements for concrete footings as prepared by Manuele Contracting at 2095 Youngs Rd., Orient, NY conform to the structural drawings as prepared by Robert Silman Associates Structural Engineers. Sincerely, vvi)rjk William Ryall, AIA %pILD ANC 's► 3� Sq���0. 015(34 OPt `l l t i pF SO(/jgolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �l� aQ Cou ,� October 2, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Paul Gertner 293 Hoyt St Brooklyn, NY 11231 Re: 2095 Youngs Rd,Orient TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Before C/O can be issued,you would need to either amend plans or apply for a separate permit for the second floor bathroom Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38758 - Alterations i S.C.T.M.# DISTRICT 1000 SECTION 17 BLOCK 4 LOT 18 \s 3 6• ME SERv�-O M A EL 2-- TOE OF BLUFF EL 6.5 �" WAR CREST OF BLUFF _ - - -- DEL 21.6 (RESERVATION "A') �,• _ _.._..� -.._..- _.._. _.._.._.._.._.._, t LAND N/F / 1 t STONE WALL OF _.._ REYBINE & HORN�i' EL 25.9 3.4W O I.y Fuc � 14.7 i POLE D 14.7 17 � �.. IS O 19 STONE WALL I C Bpi%N� / 21 23 29 as 27 W ...._._._.__... O 4. EL 28.2 ___ PIPE MARKING LO ATION + OF ABANDONDED FUEL OIL NK. S 91-71 �ONf EL 20.2 W00 ST RS NC c ENCLOSED o ®GENERATOR I f E 24. ---- PORCH CONC./SLATE 29.7' 5•Q OO z{ v 2ND FLR. `2'1 I PATIO TE fiIRiON£_A(L), 11 o3Q'Q f fE Opp BLUE sroN `°NY_J o ELEc. METEaE_ A 8 Qz.e'w _ 24.1' 6 DRIVEWAY � •P E GARAGE 2 STY FRM,As UNDER DWELLING {j U.P. ^ ` Q ROPOSED ¢Fy' GF 24.5 FFL2 EL 33.1 FFL LOWER3 .3N DECK4.3 22.4' \ ' ZONE P�CEL 0 TE COVERED PORCH EL EL 24. 24.2' 28.7 2911�* Q �0 \ EL 2 .0 O4' VINYL 30.3 ®WELL F CONC. WALK Q LANDWARD EDGE OF FRESHWATER WETLANDSO�CK ' ^ci AS DELINEATED BY SUFFOLK ENVIRONMENTA CONSULTING, I s�p CONC/STO O oN yyA O ON JANUARY 15, 2014. ` G P P 1b ' OE S EL 7. 7.7'W LAND NF BELL C / , \t� . SLK. CURB LI 1 OF Cn DYER FLG#1 EX 1$ C/) S.T. 1 1 E 29.0 I EL 29.3 3 BLUE STONE DRIVEWAY r*1 FLG# rri /L.P. ( S 9.5 4.8'W EL 22.2 CO o G EL 29.6 FLG#3 19 �--' i- r----� i---' T 9 ----' �---' �---� 27 29 G 1 31 MON �--' f---' Sr-37'40"W 364.09' AEON. 1 / ` G LANODEN/F x �NOFN/F ` JACOBSON 0 / GEMMEL Z7) ro FIRM PANEL 68 AREA: 103,684 SQ.FT. or 2.38 ACRES"W ELEVA77ON DATUM. NAVD88 __--� r REVISED 06-10-14 DEED TIE REVISE SURVEY 01-28-14 MON. UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF Z7C NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY ADD FLAGGING, TOE & CREST OF BLUFF MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN CONVERT ELEVATION DATUM TO NAVD88. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 771E 7771E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LIS7E0 HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: PAUL GERTNER; MAP OF: ROCHELLE SERWATOR; THE LOCATION OF UNDERGROUND UTILITIES SHOWN D FILED: WELLS FARGO BANK N.A. ARE FROM FIELD OBSERVATIONS AND DATA OBTAINED ' FROM OTHERS AND MAY NEED TO BE EXPOSED TO �U�B SITUATED AT: ORIENT FIDELITY NATIONAL TITLE INSURANCE COMPANY; PROVIDE ACCURATE LOCATIONS WHEN NECESSARY. TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �# 441 Professional Land Surveying and Design +"! P.O. Box 153 Aquebogue,4 Nets York 11931 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL PHONE (631)298-1588 FAX (631) 298-1588 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS FILE # 13-61 SCALE: 1"=30' DATE: MAY 2, 2013 N.Y.S. LISC. N0. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. 'Woychuk AND OR DATA OBTAINED FROM OTHERS. GERTNERm oAo o � o O SERWATOR YOUNGS ROAD ORIENT NY 11957 DATE REVISIONS 02.27.14 FILING SET 06.30.14 ISSUED FOR DOB F4.0 0 Lei-i HSS4x4xY2" Fj F4.0 16"0 SONOTUBE PIER WITH (6) #6 VERTICAL BARS AND #3 ROUND STIRRUPS AT 12" o/c TYPICAL ti_RAT EVERY LOCATIONµ_ . ON� w.mAm_�d .._ .. ..I.._ m mm w �.�..__ _ _ _ _..__.. . — —— — — — — — —— 16"0 SONOTUBE PIER WITH L— -j L J (6) #6 VERTICAL BARS AND #3 ROUND STIRRUPS AT 12" o/c TYPICAL AT EVERY LOCATION 71 F NEW CONCRETE PIERI 16"X16" F4.01 6 WITH (4) #6 LONGITUDINAL F4.0 17- -1 BARS AND #4 @ 104 TIES L _J L.-Q- J L------I F4.b L t---JHSS4x4xY2" F-1 RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21 st STREET 4th FLOOR F OUNDA I ION PLAN LEGEND: !\��00 1/4"=l'-O" 1 NEW YORK, NY 10010 0 INDICATES POST OR COLUMN ABOVE ONLY TEL (212) 254-1175 INDICATES NEW STEEL HSS 6x6x5/8", U.O.N. I FAX (212) 254-1755 F4.0 INDICATES 4'-0" X 4'-0" X 1'-15" DEEP REINFORCED CONCRETE FOOTING. TOP OF FOOTING TO BE 1'-0" BELOW JOB NUMBER: 1308 SOF N TOP OF GARAGE SLAB. k E.Hu INDICATES EXISTING BEARING WALL ABOVE ONLY DRAWN: KH '0 " CHECKED: BR PRINT DATE: 09.11.14 SCALE AS NOTED FOUNDATION PLAN Scale: 1/4" = 1'-0" ROBERT SILMAN ASSOCIATES S- 100 STRUCTURAL ENGINEERS 88 University Place New York,NY 10003 RSA#15484 P 212.620.7970 F 212.620.8157 Q FEM R7 m E R m Em R%f A7 0 R YOUNGS ROAD ORIENT NY 11957 DATE REVISIONS 06.27.14 REVISED FOR BUILDING Q DEPARTMENT APPROVAL II illi IIII—till Illl—Iltl IIII 1111- / � IIII= 111 III=IIII—IIII= —Ilil II III=IIII=IIII= II= III III—IIII= p p __ o II—III= IIIIII-111=IIII ,- -- I =IIII= ih IL- M IIII=1111—IIII—IIII IIII= —III = III=1 1III =IIII=IIII= � _ =111= 11IIII=IIII=IIII1 I= III L__ __ III=IIII-1111=IIII= 1111=IIII=1111=III=1111=1 1111=IIII=1111= II—IIII=111 =IIII=11 = 111 III=1f11=111=1111= �________ =J � IIII=IIII=IIII=111111111 IIII=III=1111= ' - 11=IIII=1111=IIII11i = III IIII=1111=111=1111= o IIII=IIII=IIII=IIIIIIII=1 IIII= III=IIII= ° 1 =111=1111=IIII=1111= 111 IIII=1111=IIII=1111= o 1111=1111=111111IIII=1 IIII=IIII=III = ��� � I1—Il I=1111=1111=1111=1111 STORAGE GARAGE 111=1111=IIII=IIII= _ � 1111=111=1111 1111=1111=1 �_ -� 1111=1111=1111- � . __-- ------ ---- N II 1 =1I I= III-1111= III , m . 111=1111=IIIIIIII= 1��1' � � � 1111=111 =1111=IIII=III = � � 111=III =111= - - 1111=IIII=IIII=11 =1111= — — % 11= ! =111 =IIII=1111= III 111=1111=1111=1111= ' 1111 1111-1111=1 =-�1 = ♦ ' 1111=1111=IIII= - =1111-1111IIIIII11 - 111=1111=1111=1111= / 1111=IIII=IIII�IIII=IIII= � � -- IIII=1111=111 II-=11�----�1.�=�IIf=1111=IIII -- -- = 111=III =IIII= AL�Z—j—I.LI= IIII=1111= III=IIII=1111= -' -, �III1=1N1=1 II=111= III ' �� ♦ 34'0" 4'-3 `♦ IIII IIII=III=III =IIII= L-- - J L-- -- "-��♦ EL --- _ DN 25-4 � ♦ ♦ _ _ -- 1=1111 ____ STAIR: w cr UP 14R961/2" p - " 1 13 0 �% 1 STAIR: r::Z ♦ ♦ 13T@12" L♦ - 14 R @ 61/2"9'-5" 7'-7" 5'-5" 2'-0" 9'-7" . 9'-5" 7'-7" 5'-5" 2'-0" 9'-7" 26'6" _ 1 / k k k k1 � 1 / 1 37-10" • " , 16"DIAMETER SONOTUBE .r, RYALL PORTER SHERIOAH ARCHITECTS PIER` / ♦ #6 VERTICAL BARS AND#3)ROUND STIRRUPS @ 1 ♦ 12"O/C TYPICAL AT EVERY 45 WEST 21st STREET -1 ♦ '� _—" -' LOCATION 4th FLOOR 1 1�� .� � �/ NEW YORK, NY 10010 ♦ I � "'� ` �� STAIR STRINGER FOOTING � —" TEL (212) 254-1175 1 �♦ / 1 1 �♦ / FAX (212) 254-1755 ilk *ft d0p —"� " RED ._ ♦` -/ `� `�—"�' i—"'� .� ♦♦ -' ♦♦ % `�—" JOB NUMBER: 1308 ah-t� APO ` 40 ` ' � .- DRAWN: NC ����o��S.��At�✓�A��.� s r -i . 1 CHECKED: WR 9 PRINT DATE: 06.27.14 �Aq �0 0150�'Q Q•� SCALE: 1/4"=V-0" 1 FIRST FLOOR PLAN = 2 BASEMENT PLAN _ EXTENDED DECK .TAIN11 STORM WATER RUNOFF PLUMBING ALL PLUMBING WASTE 1 .�RSU NIT TO CHAPTER 236 - - &WATER LINES NEED 01= THE TOWN CODE. TES i i1 j1,S EEFO RE COVERING OCCUPANCY ORNOTES USE IS UNLAWFUL DRAWING LIST WITHOUT CERTIFICATE �H F_M�RM General Notes Where certified "storm-proof', impact resistant windows and doors are not in use, wood structural panels with a min. thickness of 7/16" and a max. span of 8' shall befitted for ARCHITECTURAL DRAWINGS OF OCCUPANCY ` 1. Scope of Work:The renovation of a portion of the house opening protection. Panels shall be precut to cover glazed openings with attachment hardware provided. Fasteners shall be installed at oposing ends of the wood structural panel. A000 TITLE PAGE AND GENERAL NOTES including creating new exterior space within the existing Proposed Attachments shall be provided in accordance with Table R301.2.1.2 of the IRC or shall be designed to resist the components and cladding loads determined with the provisions of ffmm volume.The replacement of windows and exterior siding Occupancy: the IBC. throughtout. p y' A101 FIRST FLOOR PLAN (PROPOSED& EXISTING) R WAT 0 R Residential Use 1/4" diameter stainless steel hanger bolts at 16"O.C. (16" apart)with a minimum embedment depth of 2.0" into the wood framing within the wall. A102 SECOND FLOOR PLAN (PROPOSED& EXISTING 2.All work shall conform to the requirements of International Building Code, County Fire Department regulations, utility Type of LUMBER TEN CERTIFICATION company requirements, and the best trade practices. Construction: A301 EXISTING EXTERIOR ELEVATIONS ON LEAD CONTENT' PROPOSED EXTERIOR ELEVATIONS A301 BEFORE 3. Before commencing work, the Contractor shall file all TYPE V-B O 0 A400 BUILDING SECTION CER TIFICATEOFOCCUpANCY YOUNGS ROAD required Certificates of Insurance with the Building SOLDER USED IN WATER ORIENT Department, obtain all required permits, and pay all fees Occupancy WINDWORN DEBRIS PROTECTION FASTENING SCHEDULE required by governing local agencies. CIaSSIflCatlOn: FOR WOOD STRUCTURAL PANELS o O A600 DETAIL WALL SECTIONS NY 11957 4.The Contractor shall verify all existing conditions in the R-3 (from fSC Table H30R 1.2) P100 pRLtkMN6 MIC DIA&KAP4 PEED SYSTEM G'ANi1/07- field prior Contractor commencing work, and shall report any EXCEED 2110 OF 1 LEAD. discrepancies between drawings and field conditions to the E STRUCTURAL DRAWINGS S100 FOUNDATION PLAN Architect. Height: 4 FOOT 6 FOOT D -O O S101 FIRST FLOOR FRAMING PLAN 2 Stories FASTENER TYPE PANEL SPAN S102 SECOND FLOOR FRAMING PLAN & ROOF FRAMING PLAN DATE REVISIONS 5. Minor details not usually shown or specified, but <4 FOOT < PANEL SPAN < PANEL SPAN o necessary for proper construction of any part of the work Address: <6 FOOT <8 FOOT shall be included as if they were indicated in the drawings. 2095 Youngs Road -0 O S200 GENERAL NOTES XX.XX.XX XXXXX SET 6. The Contractor shall coordinate all work procedures with Orient, New York 2 1/2"#6 16" 12" 911 wood grain S201 TYPICAL DETAILS S202 TYPICAL DETAILS requirements of local authorities and building management. WOOD SCREWS County Tax Map N O S203 TYPICAL DETAILS 7.The Contractor shall be responsible for the protection of all No. 1000 S300 SECTIONS conditions and materials within the proposed construction District 1000, 2 1/2"#8 16" 16" area. The Contractor shall design and install adequate Section 18 7, Block WOOD SCREWS 12" O O " R.P.#i iI, $ T shoring and bracing for all structural or removal tasks. The 4 Contractor shall have sole responsibility for any damage or 1,w•A fi rm� 3 t ` injuries caused by or during the execution of the work. Suffolk County DATE�� _.:.��� 8.The Contractor shall lay out his own work, and shall Tax Map No. 6Q provide all dimensions required for other trades Iumtaing, 1000-17-4-18 0 O p q (P �1C11i=�( GI:ILDI�IG DEPARTMENT AT electrical, etc. . 7155-1802 8 Ai'l TO 4 PrN° FOR THE 9. Plumbing and electrical work shall be performed by persons licensed in their trades, who shall arrange for and *A r obtain inspections and required sign-offs. Z B HURRICAN PANEL ATTACHMENT �=Ol_L O�ti!I<.� IidSPL: I � : 1. FOUt:7ATl<JN - TWO F�EO�JiRE% 10.The Contractor shall do all cutting, patching, repairing as N - 3" = 1 �-011 FOR POURED CONCRETE 2. ROIJGH - FRAMiiN IG & PL.,_;!,!^,ING required to perform all of the work indicated on the drawings, 3. INSULATION and all other work that may be required to complete thejob. 4. Fil JAL - CONSTRUCTION MUST 11.All piping and wiring shall be removed to a point of BE COMPLETE FOR C.O. concealment and shall be properly capped or plugged: ALL CONSTRUCTION RUCTIOiv r{-TALL I�IEE'f Ti";E 12.The Contractor, upon completion of the work, shall arrange for Building's Department inspections and signoffs YREQUIREMENTSRE. OF THE CODES c YORK STATE. NOT RESPONSIBLE FOR as required. DESIGN OR CONSTRUCTION ERRORS. Shop Drawing Review Notes: The engineer will review contractor's shop drawings and related submittals with respect to conformance with the structural drawings and the specifications. Id:r L'If V;lTH ALL CODES OF Before submitting a shop drawing or any related material to the NEW YO 7K STATE & TOWN CODES S.C.T.M. DISTRICT 1000 SECTION 1`7 BLOCK 4 LOT 18 engineer, contractor shall: review each such submission for # -" ,-� � AS REQUIRED A NDF conformance with the means, methods, techniques, sequences and r r r r- operations of construction, and safety precautions and programs incidental thereto, including reflection of existing field conditions, all of which are the sole responsibility of contractor; approve each such r r � G ^, ' ARD submission before submitting it; and so stamp each such 1� H (ER 2 \3 submission before submitting it. The engineer will assume that no Demolition Notes shop drawing or related submittal comprises a variation from the ■ ■ ib Og5 REG M - L' v I11 - contract unless contractor advises the engineer otherwise via a ` ' u !!..,1u.� i ct I written instrument which is acknowledged by the engineer in writing. •� "�'�""' ��'Y'`' In the event that the engineer will require more than ten (10) 1. Contractor shall perform all operations of demolitionD"E�«` i working days to perform review,the engineer will so notify the and removal indicated on the drawings and as may be _ TDE OF BLUFF EL 65 1 contractor. required the work. All work shall be done carefully and neatly, in a systematic manner. The engineer will return without comment material which has not _EREST❑F SLUFF- - Y- -__- EL 21.6 been approved by contractor. 2. All exist. surfaces and equip. to remain shall be fully ' (RESERVATION TION A-) v LANDprotected from damage. The Contractorshall assume _---_----- 59 ■ OF Testing full responsibility for damage and shall make repairs REYBINE& HORN EL 2s9 required wihout additional cost to the Owner. The building code requires the hiring of a special inspector and aI testing agency to monitor the construction of all phases of the D debris be allowed to accumulate on the site. ,3 structural elements.The general contractor must coordinate the Debris shall bee r I removed by the Contractor as the job L5 scheduling of all testing requirements with the testing agency and Proceeds. The site shall be left broom clean at the J9 the special inspector. all testing information and results must be completion of demolition. i E roB w.0 sent to the engineer of record for review. See drawing X-XXX for vunless _ �°K� N, / 2l t'3 2s 27 2B controlled inspection. 4. No structural elements shall be removed ______ - - EL 161 PIPE MARKING L TION portions affected are adequately supported by either OF AIRANDONDED FUEL OIL T K.IV s n Miscellaneous: temporary shoring or new structural elements as / 0 111 required to protect the stability and integrity of the FL 201 / / °^ E 243" _--_ - �� ® FaTrou I existing structure. F,RM 75•DD n o „ T :4. 1. Field measurements shall be taken at the site by the contractor _°NE-B�NDggy 11 30 0 "F �I� a uE S, pw ;:F- MR -Tp to verifysupplement all dimensions and additions affected b s° G�x gM 11 w �. G pP Y 5. The contractor shall provide adequate weather 9 GF?4.5 I1095 OWER A. existing work or new work that has already been installed. Any o FF EL,,, FFL EL 30.3„ discrepancies from the information shown on plans shall be protection for the building and its contents during the o '� DNEx 121 course of the work. All opening in any wall or roof shall , r" o 1 EL 1,.D ,," ?1 reported to and coordinated with the architect. raoE CV cz o EL 167 be protected from all forms of water penetration. ZONE 29 2. Before commencement of an work and/or fabricatiion contractor EL 2 o _EL,°' ° •» I O Y LANDWARD EDGE OF FRESHWATER WETLANDS shall submit to the architect for his approval concrete mix designs 6. The contractor shall file all necessary Certificate of AS DELINEATED R1•SUFFOLK ENVIRONMENTA CONSULTING,1 \ oN 59R w for each type of concrete to be used, mill reports for stleel and shop Insurance with the Building Department, pay all fees, /F °"JANUARY,5.1°". z LAND N EL T BELG But cure Z� OF drawings for all trades. obtain all permits and provide any and all bonds DER FLG/, I sT °\ E 29.0 LO EL 29.3 required by an agency in order to do the work herin 3 eW S,wre _y A 3. The contractor shall adequately brace, shore, and Support the described. r r structure during the entire construction period. "G` Smoke Detecting Devices ® f 4. The contractor shall be responsible for coordinating all roof and 9 r � � � ,J � '' � EL 212 � a floor penetrations, patching, repairing and flashing as required. 1. Smoke detecting devices shall conform to 5. Slabs on grade shall be supported by a compacted porous fill at Subchapter 9, Article 7 of the International Building04 i I r --rv- 0, € n least 6 inches thick. at interior slabs a vapor barrier at least 2 mils Code. acs o thick shall be placed between the slab and the porous fill.the ° I RYALL PORTER SHERIDAN ARCHITECTS porous fill shall, in turn, be supported by either clean, inorganic 2. Smoke detecting devices shall receive their primary r l original soil or a compacted fill with a modified proctor density of 90. power from building wiring. There shall be no switches a. G 45 WEST 21st STREET EL 29.6 in the circuit other than the overcurrent device w 27 .n 4th FLOOR Special and Progress Inspections protecting the branch circuit. �� r r �3 NEW YORK, NY 10010 3. All smoke detecting devices shall be accepted r 5 The following items are subject to Controlled Inspection: pursuant to rules and regulations promulgated by the \» G TEL (212) 254-1175 comissioner, approved by the Board of Standards and r FAX (212) 254-1755 1. Footings and Foundations Appeals or listed by a nationally recognized 3 2. Framing independent laboratory. No device shall be deemed to r 25 3. Strapping be in compliance with this provision unless it is of either 27 4. Rough Electrical and Plumbing the ionization or photo-electric type. r 29 G r•"- .., . 5. Final Inspection r JOB NUMBER: 1308 ,�.:}�•-p�•-�� r r S 37'40"W31 �•b.L p ". 364.09' DRAWN: NC !.' �F_ "". ts' .; '•,, LAND N/F / / OF / LAND" F JAcFOBSON g CHECKED: WR '~ GEMMEL ` "a PRINT DATE: 02.24.14 / FIRM PANEL 68 AREA 103,684 SQ.FT. Or 2.38 ACRES"W FLFVAno,DATUM: ------------ ` \` --------- DEED TIE SCALE: ..- "` •' RENSE SURVEY 01-28-14 MON. UNAUTHORIZED ALTERATION OR ADDITION TO MIS SURVEY IS A NOLA"ON OF SECTION 7209 OF WE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURWI ADD FLAGGING.TOE&CREST OF BLUFF fief MAP NOT BEARING THE LAND SURVE1OR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO SE A VALID TRUE COPY. GUARAN7FES INDICATED HEREON SHALL RUN CONVERT ELEVATION DATUM TO NAVD88. - ON11 TO THE PERSON FOR WHOM DIE SURY IS PREPARED AND ON HIS BEHALF TO THE nRE COMPANY,GOVERNMENTAL ACCNCI AND LENDING 11111TON LISTED HEREON.AND TO WE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES ARE NOT TRANSFERABLE. WE OFFSETS OR DIMENSIONS SHOWN HEREON FROM ME PROPERTY LINES 70 WE STRUCTURES ARE FOR A SPEW7C PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT WE PROPERT)LINES OR TO GUIDE TIE ERECRON OF FENCES ADDITIONAL STRUCTURES OR AND OWER IMPRO05MENFS. EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLI ENDENT ON THE PREMISES AT WE TIME OF SURVEI SURVEY OF DESCRIBED PROPERTY CERTIFIED TO PAUL GERTNER; MAP OF ROCHELLE SERWATOR; THE LOCATION OF UNDERGROUND UTILITIES SHOWN FILED WELLS FARGO BANK, N.A.; ARE FROM FIELD OBSERVATIONS AND DATA OBTAINED GENERAL NOTES FROM OTHERS AND MAY NEED TO BE EXPOSED TO SITUATED AT ORIENT FIDELITY NATIONAL TITLE INSURANCE COMPANY; PROVIDE ACCURATE LOCATIONS WHEN NECESSARY. TOM OF SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK y Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 THE WATER SUPPLY, WELLS,DRYWFLLS AND CESSPOOL PHONH(691)298-1568 FAX(691)296-1568 LOCARONS SHOWN ARE FROM FIELD OBSERVATIONS FILE 0 13-61 SCALE 1"=30' DATE MAY 2, 2013 N Y.S USC NO.050882 .. w m.r..�ow.of .1 1.6mneny a[enn.w M..oy- AND OR DATA OBTAINED FROM OTHERS 2 SURVEY OF EXISTING PROPERTY N.T.S. &QUU0 3 A301 GERTHERm 24'-1" 24'-1oftumWATOR" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I YOUNGS ROAD I I I I I I I I I ORIENT I I I I I I I I I I NY 11957 I I I I I I I I I I I I I I I I I I I I j I I I INV . I I I j I I I I I I I DINING ROOM I I o I I ( 1 o GAMES ROOM DATE REVISIONS R ' xXx xsET I I I ' NEW ALUMINUM CLAD io 1 N TIMBER FRAME I o9 I I I WINDOWS AND I I DOORS I I I I I I I I I THROUGHOUT I I I I I 38'-10" I ( I 38'-4" 20'-11" 16,-4„ 1 20'-11" 16'-4" I I I I I I I I I I I I UP I I I I I UP I 0 '-11" I I I I I 9'-11" I I I I I I I I - - i i `"' IT I I I C? I co v I BEDROOM I I I I I WINDOWS ti I ti I I _ I I I REMOVED FROM a, T_ NEW STEEL CABLE 01) FAMILY ROOM I LIVING ROOM PORCH b, I RAILING WITH - I I I CABLES @ 3" O.C. r os I o7 I 03 o LIVING ROOM I 8'-111 I o I I I N CL. 33 11 I _ REAR PORCH �- —' 0 0 RrkR PORCH I - I - - -' CL. 0 j wC1 `" co M CEDAR NEWI I I I I M SIDING I I I I I CL. CL. I `� I I I I j 3-s I I 13'-6„ cc, — - - - � - - - - - - - - - - - ---- — - - - - - - - - - — - — — o — - - - - - - - - - - - - - - - - - - ---- ....... .- - - - - - — - - - — =UpiDN D -STAIR: _ �* I I ISTAIR: STAIR: I I `' L L I I N I � =1 `y' 15 T @ 12" "' I I15 T @ 12" M 15 T @ 12" �� �� I 16 R @ 7 1/8"- - 16R@71/8" 16R@71/8" , o 6' - UP i` - UP 4 f� ' T- STAIR: - wC 1 ' r 34, 1„ PORCH � i I --�•—•— 01 �� � �•—•— � FOYER STAIR: FLOOR 5 T @ 12 A301 ( 05 I FIRST FLOOR 5 T @ 12" A301 v ----FIRST FOYER 6 R@ 7 1/8" Zh I 1 01 1 c_ 6 R@ 7 1/8" L U — — — — — — — -------------. ---------------- O — — — — — —•—•--... — — — — — — — U -- —. —. — --- ------- — — — — ----•— — — — — — — — — --------- — — -------- •---•— ----- cc — - STAIR: I CL' I N I CL. I CL. STAIR: 5T@12" I I I 5T@12" 6 R@ 7 1/8" I 3'-p 6 R@ 7 1/8" REF EXTERIOR WALL UP UP o REMOVED I KITCHEN I CL. CL. �' I I o3 I I ------ — I 8'-0"— (o '-0" „ j I 19-3 C° 02 `D 1 _3'-6" ' I MARINE GRADE —KITCHEN—' M I STAINLESS 1 o STEEL MESH I I I I 7'-0" 00 SCREEN o a N N I I I I g - A300 - —� ih I DINING ROOM ---� r------------- N I I I I 02 N _ ET] I _ _ _ _ _ -� — t----------------- 6-0 - ------ —•—•----------- — —•—•— N --------- STEEL POSTS m ------•— —•—• - -- •— —• UTILITY ROOM —• —•------------ -- ------- --- — —•—N ---•—•-- DN oa I I I STAIR: STAIR: I I RYALL PORTER SHERIDAN ARCHITECTS 8T@12 33' 11" _ 8T@ 0 9 R@ 7 1I/8" M 0 9 R@ 7 1/8" 45 WEST 21 st STREET -PORCH m I ( I NEWYORK, NY 10010 • � I I I ' I I / TEL (212) 254-1175 — - - - - - - ----- - - - - - - — — - - - - - - - — - - - - - - - — - - - ----- - FAX (212) 254-1755 ----__---- -- I DECK I I I JOB NUMBER: 130891 -001 DN I IDN DRAWN: NC op NEW STEEL CABLE ' I STAIR: I I I I STAIR: 10-3 RAILING WITH CABLES 4T @ 12" j „ j 24'-4" I 1 5 R@ 721/8" @ 3" O.C. I I i 15 R@ 7 1/8" CHECKED: WR I I I I I I I I g,_5„ T-8" 7'-9" g�_0 9'-5" 9'-p" p.'Fv ` I 1 7'-8" T-9" I PRINT DATE: 02.24.14 DN SCALE: C i' STAIR: DN �, 3/16"= 1'-0" �T. \ STAIR: � 9 T @ 12„ 9 T @ 12" / 10 R @ 71/8" 25' 0" 10 R @ 7 1/8" 25' 0" SEL -- SEL •— 2 FLOOR PLANS A301 PROPOSED FIRST FLOOR PLAN 2 EXISTING FIRST FLOOR PLAN Q 1 ® N N 3 A301 GERTHERM SERWATOR I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I YOUNGS ROAD I I I I I I I I I I ORIENT I I I I I I I I I I NY 11957 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I DATE REVISIONS I I I I I I I I I I I I I I I I I I I I xx.xx.xx XXXXX SET I I I I I I I I I I I I I I I I I I I I I 1 38'-10" I 1 I I I 38'-5" I I I I I I I I I I I 13'-5" 1 7'-4" I 12'-10" j ALUMINUM CLAD 13'-5" I� 13-5" I I 7'-4" I 12'-10" j I I I I CASEMENT I I I I I WINDOWS I I I I I I I I I I I I I I I I I I I cL. I I I I I I I I I I I I I I I I I Wc2 I I CVcV BEDROOM 3 I I I ( ap os I I WC 2 I I bo j BEDRM.2 j Lu i 11 j � 14 I I I I r I I z I BEDRM.3 CL. BEDROOM 2 j I I I 12 I I I = I I I I I I I I I I U I DRYER VENT I I I I I I I I I I I I I I I I I I I I I I I I I I I I CL. CL. I CL. I I -BID - c' I CL. CL. I CL. j °° "' I I I I CL. f co I I I I CL. coco IF� I - M 1F�l j 12 I bo11 STORAGE inao I I �•--- I I I I I 42' 1" I j STORAGE SECOND FLOOR j j i SECOND FLOOR col — - - - - - - - - - - - - - - - - - - - - ------- ---- - - - - - - - - - - - - - - - - - - — - - - ------ ------- - - - - - - - - - - ----- - - - - - - - - - -------------- ------ — I z I EXISTING I I I z I I FIXTURES TO BE I I DL REPLACED OFFICE I I I 08 j OPEN j I °' - 15 I I ~ j OFFICE /� �� I c; 1 ~ I I I `7 a I I // �� 1 2'-1 1/2" 13 A301 I CL. I I MASTER BATHROOM j A301 1 // \� I MASTER BATH I I I 11 I (� ------------ —• --- --- ............---• — — — — — — — — — — —•— -- —•-- I� '—•—•—•—•--—• ------ - -----•—•—•—•—•—• —•—•—- ---- —•—•— —• ------- —•— -- - I 2'-7 1/2" CL. j 1 I I I I I I ILLU I 1 NEW STEEL ROOF TERRACE i \\ CABLE RAILING 7'-10" I I \\ / 1 (0) I I WITH CABLES @ 3" O.C. mom CL. I III I BEDROOM 1bo MASTER BEDRM, TERRACE AOPEN Iop "\` / \ 04 im — N Li — - - - - — —. —.—.—.—.—.—.—.—_- - - - — - - -. . - - - - - - - - - ---- L ---------- --------------- ---------------iP F� a - EXISTING I DOORS & \\ I I WINDOWS j / \ i I I I I RYALL PORTER SHERIDAN ARCHITECTS r I THROUGHOUT / \\ �j I I I I 45 WEST 21 st STREET 4th FLOOR NEW YORK, NY 10010 I I \ I I I I I 254-1175 TEL I -10 ( ---------- ----------- •---------— — — —9' ._.—.—. — — — — — — — — — — — FAX (212) 254-1755 I I I I I I -VAIs D A I I 351-2" .��. I I I JOB NUMBER: 1308 ;.�� - �''oX ' 9f-7" 14'-11 I ( I I I DRAWN: NC I 35'-2" I I I I I I I CHECKED: WR 1 PRINT DATE: 02.24.14 > t I 91-5't 7-8 7-9 9-0 9-5 7-8 7-9 9-0 di dr SCALE: 3/16"= 1'-0" 2 FLOOR PLANS A301 uo uo uo 1 PROPOSED SECOND FLOOR PLAN Q 2 EXISTING SECOND FLOOR PLAN N �/ ultRTNERm SERWATOR YOUNGS ROAD ORIENT NY 11957 TOP OF RIDGE TOP OF RIDGE 62'-7" TOP OF RIDGE TOP OF RIDGE ------------------------------------- ------------ 58'-9" DATE REVISIONS xx.xx.xx XXXXX SET o CEILING CEILING bo 9 9 °o SECOND FLOOR SECOND FLOOR ----------------- 42"- 42'-11" C) co co Q� FIRST FLOOR FIRST FLOOR J 11 11 . ........... ......74 J., 34'-l" 1 SOUTH ELEVATION 2 WEST ELEVATION TOP OF RIDGE TOP OF E ................................. ....... . . ......................................... 62'-7" 62'-7" L TOP OF RIDdZ ----------------- 58'-9 o 0-1 zo i.- _ RYALL PORTER SHERIDAN ARCHITECTS - -------------------CEILING---% 50'-11" 45 4th WEST 21 st STREET FLOOR TOP OF RIDGE 9 NEW YORK, NY 10010 ............ ....... ...... . bo 61-4' SECOND FLOOR TEL (212) 254-1175 ...... ------ FAX (212) 254-1755 42'-ll 7 JOB NUMBER: 1308 co FIRST FLOOR FIRST FLOOR N 1.22R DRAWN: NC yA 34'-4"9 34'-1 CHECKED: WR zo H Lt-L POOL ROOM FLOOR PRINT DATE: 02.24.14 _ 34'-l" SCALE: 1 3 EAST ELEVATION 4 NORTH ELEVATION EXISTING ELEVATION'S U ILI r,5) 010 13 UO UO 'owft Afft UutnTmtKIIIIIIIIIIII Sm" [PEW F WAT OR 22'-6" 31'-10" YOUNGS ROAD ORIENT NY 11957 TOP OF RIDGE TOP OF RIDGE - - - - - - - - - - - - - - - - — 62'-7" STEEL TUBE COLUMNS O AS PER STRUCTURAL i STEEL TUBE COLUMNS TOP OF RIDGE AS PER STRUCTURAL TOP OF RIDGE — — — — — — — — — — — — — — — — — — — DRAWINGS •—_—•---•—,—_—• DRAWINGS — DATE REVISIONS 58'-9"— MARINE GRADE STAINLESS STEEL XX.XX.XX XXXXX SET MARINE GRADE O MESH SCREEN O STAINLESS STEEL i MESH SCREEN 24'-3" t� CEILINGCEILING — — — — — — — — — — — — — NEW CEDAR SIDING NEW CEDAR SIDINGREPLACE \ \ REPLACE EXISTING p a0 TIMBER DECK O \ / pp S 1 � TIMBER DECK EXISTING STEEL CABLE RAILING, --------------- CABLES 3"O.C. SECOND FLOOR /� o SECOND FLOOR lz— — — S — —.— —.—.—.—.—.—. —. 42'-11" STEEL CABLE RAILING, CABLES 3"O.C. FIRST FLOOR FIRST FLOOR FIRST W401734'-1" e 'f J 1 SOUTH ELEVATION 2 WEST ELEVATION 38'-8" 31'-10" 22'-l" TOP OF RIDGE .—.—.—.—.—.—.—.—.—.—.—.—...— .—.—.—.—.—.—.—.—.—.—. TOP OF RIDGE ., 62'-7" ..................................—.—. 62-0 TOP OF RID(P. —.—.—.—.—.—.—.—.-5'-8-9" i 0 m CEILING RYALL PORTER SHERIDAN ARCHITECTS NEW CEDAR SIDING 50'-11" 45 WEST 21st STREET \\\ El 4th FLOOR NEW YORK, NY 10010 TOP OF RIDGE bo ---•—•—•—•—•—•—•---•—•—•—•— —•—•—•—•—• 61'4" EXISTING PORCH WINDOWS REMOVED _ - TEL (21 2) 254-1175 -- ......— — — SECOND FLOOR FAX (212) 254-1755 p� STEEL CABLE RAILING, 42'-11" CABLES 3"0 C. -- DA JOB NUMBER: 1308 //c,�/ '`'i co DRAWN: NC =FIRST \\ \\ _ — — — FIRST FLOOR I p+r y 34, ,,. 34'-1" o CHECKED: WR M cl �- PRINT DATE: 02.24.14 POOL ROOM FLOOR /h 34'-1" SCALE: 1/8"= V-0" 3 EAST ELEVATION 4 NORTH ELEVATION PROPOSED ELEVATIONS 0 I I - R= HT 1 rim Lml rn GUTTER ° LMWATO 11 ° RIGID INSULATION WATERPROOF I YOUNGS ROAD MEMBRANE ORIENT NY 11957 CEDAR CAP ALUMINUM POST M STAINLESS STEEL CABLES ' DATE REVISIONS i 3"O.C. XX.XX.XX XXXXX SET LAMINATED GLASS ih r r MASTER BEDROOM FRENCH DOOR HEADER 3 JUNCTION OF RAFTERS WITH NEW PORCH WALL 5 M 1 1/2" = 1'-0" 1 1/211 = 1'-0" M M _ co / --------� ------- _ r M j I I I I iM METAL FLASHING WITH DRIP EDGE !2122!1 Z:122!1`1Z��d CEDAR DECKING VA ---- WATERPROOF MEMBRANE GUTTER _ — - W41111JI'lIg J/ PLYWOOD SUBSTRATE ---- - - - - - - - - - --- WATERPROOF MEMBRANE /+ o //+ _//+ o W-BEAM / / f 2"RIGID INSULATION 00 BATT INSULATION 1 1/2"VERTICAL I o I I ° BATTEN WHITE CEDAR BOARDS- 1 UNTREATED INSECT BARRIER I I I METAL FLASHING WITH DRIP EDGE 2"TRIM ALUMINUM PLATE ROOF TERRACE RAILING MASTER BEDROOM FRENCH DOOR SILL KITCHEN WINDOW HEADER 1 1/2" = 1'-0" 1 1 1/2" = 1'-0" 4 1 1/21' = 1'-0" 6 A �1 r LAMINATED GLASS ALUMINUM PLATE ® •y:, V LAMINATED GLASS 2X4 CEDAR HANDRAIL ALUMINUM SILL 1X2 CEDAR CAP MARINE GRADE 10 STAINLESS STEEL MESH LT T RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21 st STREET 4th FLOOR NEW YORK, NY 10010 ALUMINUM PLATE INSECT SCREEN TEL (212) 254-1175 FAX (212) 254-1755 0 M LAMINATED GLASS JOB NUMBER: 1308 'ARD Ak Y"ll C�T t DRAWN: NCI 4M 3/4" PLYWOOD SHEATHING i CHECKED: WR PRINT DATE: 02.24.14 I I � INSECT BARRIER I - PUSH-OUT AWNING I SCALE: I I 1 1/2"- l'-O" ALUMINUM PLATE 2"TRIM 2X6 STUDS ------ - PLYWOOD SUBSTRATE W-BEAM , o DETAIL SECTION I — � PORCH JOIST I ° METAL FLASHING WITH 0 BASEMENT RETAINING WALL I I DRIP EDGE KITCHEN WINDOW SILL2 KICHEN WINDOW SILL/COUNTER_(: 7 RAILING ON SOUTH OF PORCH $ 1 1/211 = 1'-0" 1 1/211 = 1'-0" 1 1/2" = 1'-0" YOUNGS ROAD --------------------- ---- ORIENT � � I NY 11957 I I I I j j I I I I DATE REVISIONS REDI-VENT XX.XX.XX XXXXX SET � '� ( SHOWER WC LAV I 2" 1 1/2" Soil ❑VB Vacuum breaker 3"�. I I Cold Water v Funnel Drain I AAV SHALL BE LOCATED A ------- Hot Water o Check Valve I MINIMUM OF 4"ABOVE WFLOW HORIZONTAL BRANCH DRAIN 31. 311 311 w Valve I VALVE SHALL CONNECT TO BED 2 BATH I THE DRAIN WITH A VERTICAL CONNECTION IN AN UPRIGHT POSITION SECOND FLOOR NOTE: I i I 311 1. AIR ADMITTANCE VALVE SHALL I I BE INSTALLED ACCORDING TO ALL I APPLICABLE BUILDING AND PLUMBING CODES AND THE MANUF'S INSTALLATION INSTRUCTIONS. WATER VB HEATER 2. AIR ADMITTANCE (REDI-VENT) 211 LAV DISHWASHER WASHER 1 1/2 LAV 3 WC VALVE SHALE. BE LOCATED MIN. OF 4" ABOVE HORIZONTAL DRAIN BRANCH. VALVE SHALL CONNECT TO THE DRAIN WITH A VERTICAL CONNECTION IN AN UPRIGHT POSITION. 2" 3-1 3. MAXI-FILTRA TO BE INSTALLED IN KITCHEN WC 01 AN OUTDOOR LOCATION MIN. 24" CLEARANCE. FIRST FLOOR LOCATION TRD. I-FILTRA 4. WATER HEATERS TO BE INSTANTANEOUS ELECTRIC TANKLESS WATER HEARTERS. 3„ 5. WASHER AAV TO BE LOCATED MIN. 20 PIPE DIAMETERS DOWNSTREAM BEFORE TYING BACK INTO BRANCH. PLUMBING RISER DIAGRAM 1 stack N.T.S. Lj RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21 st STREET EQUIPMENT SCHEDULE 4th FLOOR NEW YORK, NY 10010 FLOOR ID QTY. MNFR. MODEL NOTES TEL (212) 254-1175 2 A.A.V. 3 STUDOR REDI VENT - FAX (212) 254-1755 1 A.A.V. 3 STUDOR REDI VENT - 1 POSITIVE PRESSURE VENTT1 STUDOR MAXI-FILTRA - JOB NUMBER: 1308 �- i'3 i D A \ . ti _ C .•`'., DRAWN: NC V_ CHECKED: WR s', �' ✓' O y% PRINT DATE: 02.24.14 ` SCALE: 'r�4°. 0354ta�C�,d` GERTNERm SERWATOR YOUNGS ROAD ORIENT NY 11957 B C D DATE REVISIONS } E } } 02.27.14 FILING SET 1 I I1 I I } € I I I € t I t 1 t 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I 2,-0" x 11,-0„ CONTINUOI S FOOTING y/ 3 #5 F4.011— F4.0 I I HSS6X6X5/8" I ^ I HSS6X6X5/8" - 2 ¢ _ _ _ __ _ p NC _ _ _ _ _ _ - �� I I CORETE FOUNDATION WALL WITH .j a I #5 © 1�„ 0/C VERTICAL INSIDE FACE,E L— —J L— — —J # 0/C VERTICAL OUTSIDE FACE, AND #4 @ 12" C/C HORIZONTAL INSIDE FACE. THICKNESS IS 8 UNLESS NOTED OTHERWISE ON PLAN. I ! € k t NEW CONCRETE PIE 12"X12" F4_01}— WITH (4) #6 LONGIT� DINAL r , BARS AND #4 @ 10, t SIMILAR t HORIZONTAL REINFO CEMENT 1 I i � I S300 I F4.0 o I r-----� I I HSS6X6X5/8" L L----J I El ❑ i i it 2'-0" x 1'-0" I ! t ❑ CONTINUOUS FOOTING W/ 3 #5 { (TYP. @ NEW) , , I RYALL PORTER SHERIDAN ARCHITECTS -- — ---�------ -----------�--- 6)— _p, a p; _ _ _ p , - _ _ _ _ _ _. – _ – —_ _ _ _ _ _ Ll_ _ _ _ _ _ _ _ _ _ _ _ _ 45 WEST 21 st STREET 4th FLOOR NEW YORK, NY 10010 } E E CONCRETE FOUNDATION WALL WITH #5 @ 12;; 0/C VERTICAL INSIDE FACE, 1 TEL 212) 254-1175 FAX (212) 254-1755 #5 @ 12 0/C VERTICAL OUTSIDE FACE, S300 AND #4 @ 12" 0/C HORIZONTAL INSIDE FICE. I t THICKNESS IS 8' UNLESS NOTED OTHERWIS ON PLAN. JOB JOB NUMBER: 1308 f�� E.HU 1 FOUNDATION PLAN LEGEND. DRAWN: KH C17Q° �til. Nr' r. �101/4"=V-0" 1 p CHECKED: BR INDICATES POST OR COLUMN ABOVE ONLY p INDICATES NEW STEEL HSS 4x4xY", U.O.N. PRINT DATE: 02.27.14 F4.0 INDICATES 4'-0" X 4'-0" X 1'-6" DEEP REINFORCED SCALE: SI CONCRETE FOOTING. TOP OF FOOTING TO BE 1'-0" BELOW TOP OF GARAGE SLAB. 0 INDICATES EXISTING WALL ABOVE ONLY FONDATION PLAN Scale: 1/4" = 1'-0" ROBERT SILMAN ASSOCIATES S- 100 ffj STRUCTURAL ENGINEERS 88 University Place New York,NY 10003 RSA#15484 P 212.620.7970 F 212.620.8157 A B C DGERTNERM — . — . _ . — . — . _ . _._ .— . _ . Q SERWATOR I s II I I II ( YOUNGS ROAD ORIENT NY 11957 N W OCD ST 4" X " �I NEN 00 PST " �( 4" z z I I DATE REVISIONS UI L"7 U 02.27.14 FILING SET I I I I I I I� II I 1 I # HSS6X6X5 8" I HSS6X6X5/8" I I I I W10x30CANT I (e) I _ I3 I i II I I i II I I� I I CDIt - - -- -- - - - - - - NEW _ _ -NEW PIER 2,_6 1/24' i BELOW I� I HSS6X6X5/8" I; HSS6X6X5/8" I: I ' I, CANT I W10x54 _ _ _ _ _ _ _ -— _ _ I 1 I II o ' I II I I II # J I I CANT W8X21 W8X2 W8X21 W8X21 I _ �______I- _ b. O_ � _ . — . _ . _ . _ � . _ . — . —i. — . _� . _. _ . _ . _ . E3. — . — . — . _ . I O— II I I I ' # 3 # # ❑ ❑ S300 I II I I I RYALL PORTER SHERIDAN ARCHITECTS 45 WEST I I i# I � # — !#! �- - - - - - - - - - - - - - —� 1stSTREET 4th FLOOR NEW YORK NY 10010 0 0 1 FIRST FLOOR FRAMING PLAN I LEGEND : TEL (212) 254-1175 �01 1/4~=1'-0" I � FAX (212) 254-1755 _ — — — INDICATES NEW 9" LVL @ 12" 0/C JOISTS - INDICATES MOMENT END CONNECTION � EOF Nt Gs • JOB NUMBER: 1308 ,r �P E. INDICATES NEW STEEL BEAM g ,0H� b> DRAWN: KH a4 Uj .1! g,fi a , c1Y -- INDICATES NEW WOOD BEAM (2)1%4"x9Y" PSL OR LVL U.O.N. CHECKED: BR INDICATES EXISTING WOOD BEAM INDICATES POST OR COLUMN ABOVE ONLY PRINT DATE: 02.27.14 e , R�'o,0055�1�� � O INDICATES POST OR COLUMN BELOW ONLY SCALE: 13 INDICATES NEW STEEL HSS 4x4xY", U.O.N. 1'//////7 INDICATES EXISTING WALL FIRST FLOOR FRAMING PLAN Scale: 1/4" = 1'-0" ® ROBERT SILINIAN ASSOCIATES S- 101 STRUCTURAL ENGINEERS 88 University Place New York,NY 10003 RSA#15484 P 212.620.7970 F 212.620.8157 GERTNERm SERWATOR A B C D YOUNGS ROAD ORIENT NY 11957 i I I I I DATE REVISIONS ! 02.27.14 FILING SET I i f I I I _ I TT ._ f _ - � _ T - _ _ _ I �) HSS6X6X5/8" HSS6X6X5/8" II I ! ! W1Ox39 e L 7 - - - - - - I I r I CD, I I I xl I I r I 1 I II J I HSS6X6X5/8" I HSS6X6X5/8" 1 G)_ I W10x54 00 U) ! ! /\ I� I / \ F1 _ HSS3X3X3 8" ri HSS3X3J3 8" HSS3X3X3 8" HSS3X3X3 _ �__ _ _ _ _ _ _ _ _ _ _ _ -. — . —.— ' — u— • — - — - — • —.— . — HSS4X3X3 8" HSS4X3X3 8" Fq HSS4X3X3 8" 13 HSS4X3X3 8" 5 - . - . - . _ . - . - . - .- . - . � , - •- • - • - • - • - . - _ - . - • - . - . - _ : - -� - T \0/ 0 0 0 0 e RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21 st STREET 4th FLOOR I f NEW YORK, NY 10010 ` 1 ROOF PARTIAL FRAMING P LAN TEL (212) 254-1175 1 SECOND FLOOR FRAMING PLAN LEGEND : S_10 1/4"=1'-0" FAX (212) 254-1755 I 5-10 1/4"=1'-0" ! ! ! ––� INDICATES NEW 9" LVL © 12' 0/C JOISTS c� OI= f INDICATES MOMENT END CONNECTION JOB NUMBER: 1308 a INDICATES NEW STEEL BEAM DRAWN: KH C C_' N { , 3 CHECKED: BR –– INDICATES NEW WOOD BEAM (2)1/4"x9Y2" PSL OR LVL U.O.N. '. INDICATES EXISTING SLOPED ROOF JOISTS PRINT DATE: 02.27.14 r 4'0,085,�,1 � . (e) INDICATES EXISTING WOOD BEAM -8510� ` SCALE: A� ^O INDICATES POST OR COLUMN ABOVE ONLY p INDICATES POST OR COLUMN BELOW ONLY INDICATES NEW STEEL HSS 4x4xY2", U.O.N. SECOND FLOOR AND ROOF PARTIAL INDICATES EXISTING WALL FRAMING PLAN Scale: 1/4" = 1'-0" jROBERT SMMAN ASSOCIATES S- 1 O2 STRUCTURAL ENGINEERS 88 University Place New York,NY 10003 RSA#15484 P 212.620.7970 F 212.620.8157 GENERAL NOTES FOUNDATIONS 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE 1. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING MINIMUM BEARING CAPACITY OF 3000 PSF. AS SPECIFIED BY PROJECT SPECIFICATIONS, INCLUDING THE NEW YORK STATE RESIDENTIAL CODE LATEST EDITION. THE GEOTECHNICAL CONSULTANT. ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE. LOAD SCHEDULE 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING, SHEETING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT ADJUST BOTTOM OF FOOTING ELEVATIONS AS REQUIRED. PROPERTY AS PROJECT CONDITIONS (REQUIRE. SHORING AND SHEETING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTANED 1ST FLOOR 2ND FLOOR GERTIM E Fxm ENGINEER LICENSED IN THE PROJECT JURISDICTION HIRED BY THE CONTRACTOR WHO SHALL SUBMIT SHOP DRAWINGS AND THEIR 28 DAY STRENGTH. CALCULATIONS FOR THE OWNER'S REVIEW. 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF X'-X" BELOW FINAL GRADE. 00 o w o0 oo Li SCMWATOK 3. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED crf IN VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER, AND LIMITED FIELD OBSERVATIONS AND 4. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS. CONTRACTOR SHALL NOTE SOIL AND WATER CONDITIONS AS SHOWN BY CD Q O U a = MEASUREMENTS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT BORINGS AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS. o _ m w AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN THE CONTRACT LOADS m `�`' m ~ DOCUMENTS SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR HIS EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS CONCRETEYOUNGS ROAD CONSTRUCTION DEAD LOADS PUT IN PLACE. ORIENT 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. THESE NOTES HIGHLIGHT RATHER THAN REPLACE THE 1. ALL CONCRETE WORK SHALL CONFORM TO THE ACI FOLLOWING GOVERNING STANDARDS. 9 1/2" JOISTS (TJI) 4 4 4 4 4 4 NY 11957 SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL. PLEASE NOTIFY THE ENGINEER OF ANY CONFLICTS. REFER TO THE A. AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL. CONCRETE" STEEL SELF WEIGHT 7 7 7 7 7 7 SPECIFICATION FOR WORK NOT SHOWN ON THE DRAWINGS. (ACI 318), LATEST EDITION. B. ACI "MANUAL OF CONCRETE PRACTICE" LATEST EDITION SUPERIMPOSED DEAD LOADS STRUCTURAL STEEL C. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE" LATEST EDITION DATE REVISIONS 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: 2. ALL CONCRETE COMPOSITE ON METAL DECK SHALL BE LIGHT WEIGHT CONCRETE WITH A MINIMUNv COMPRESSIVE STRENGTH OF WOOD FLOORS 2 2 2 2 02.27.14 FILING SET A. AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST 3,000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. TILE AT BATHROOM 10 1 10 EDITION. 3. ALL OTHER CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, 5 / 8 " SHEETROCK 2 2 2 2 2 2 B. THE AMERICAN WELDING SOCIETY (AWS D1.1) CODE FOR WELDING IN BUILDING CONSTRUCTION, LATEST EDITION. UNLESS OTHERWISE NOTED. INSULATION - BATT 5 5 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY COATED WHEN CALLED MISC MEP 5 5 5 5 5 5 A. WIDE FLANGE BEAMS, COLUMNS AND STRUCTURAL TEES: ASTM A992 OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI "DETAILS AND DETAILING OF REINFORCEMENT", B. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B (ACI 315), LATEST EDITION. LIVE LOADS C. STRUCTURAL PIPE SECTIONS: ASTM A53, GRADE B. D. CHANNELS, ANGLES AND PLATES: ASTM A36 UNLESS OTHERWISE NOTED. 5. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185, WITH A MINIMUM YIELD STRENGTH OF 65,000 PSI. RESIDENTIAL 40 40 40 40 E. BOLTED CONNECTIONS OF BEAMS/GIRDERS ARE TO BE DESIGNED AS FOLLOWS: TERRACE 60 60 a. STANDARD BEAM TO BEAM/GIRDER: A325 OR A490 BEARING TYPE BOLTS (Y4" DIAMETER MINIMUM WITH HARDENED 6. PROVIDE MINIMUM SHRINKAGE AND TEMPERATURE REINFORCEMENT, AS REQUIRED BY ACI 318, IN ALL SLABS AND WALLS WHERE WASHERS). REINFORCEMENT IS NOT INDICATED ON DRAWINGS. b. BEAM/GIRDER TO COLUMN CONNECTIONS: A325-SC OR A490-SC TYPE BOLTS (Y4" DIAMETER MINIMUM WITH TOTAL CONSTRUCTION DEAD LOADS 11 11 11 11 11 11 HARDENED WASHERS). 7. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. MINIMUM TOTAL SUPERIMPOSED DEAD LOADS 9 17 14 9 17 14 G. ANCHOR BOLTS: ASTM F1554, GRADE 36. CONCRETE BETWEEN SLEEVES SHALL BE 6". CORE DRILLING OF WALLS AND SLABS SHALL NOT BE PERMITTED. TOTAL DEAD LOADS 20 28 25 20 28 25 H. STRUCTURAL STEEL NOTED TO BE STAINLESS STEEL SHALL BE ASTM A276 STAINLESS STEEL GRADE 304. 8. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. TOTAL LIVE LOADS 40 40 60 40 40 60 I. ALL STAINLESS STEEL BOLTS SHALL CONFORM TO ASTM F593 ALLOY 304. J. ALL STAINLESS STEEL NUTS SHALL CONFORM TO ASTM F594 ALLOY 304. 9. PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS: TOTAL LOADS 60 1 68 85 60 68 85 3. STEEL CONNECTION SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS, AND SHALL BE DESIGNED BY A LICENSED ENGINEER SLABS /4 WORKING FOR THE FABRICATOR, WHO SHALL PROVIDE CALCULATIONS, UTILIZING LFRD LOADS AND PROCEDURES. BEAMS, COLUMNS: 1 Y2" FOOTINGS: 3" NOTES: A. FOR NON-COMPOSITE MEMBERS. PROVIDE CONNECTIONS BASED ON REACTION AS DETERMINED FROM AISC UNIFORM EXTERIOR WALLS: 2" FOR #6 OR LARGER, 1 Y" FOR #5 OF SMALLER LOAD TABLE. (UNLESS OTHERWISE NOTED ON PLANS.) INTERIOR WALLS: Y4" 1. ALL LOADS SHOWN IN PSF, U.O.N. B. FOR COMPOSITE MEMBERS. PROVIDE CONNECTIONS BASED ON 1.5 x REACTION FROM AISC UNIFORM LOAD TABLE. 2. LIVE LOAD REDUCTION HAS BEEN USED WHERE APPLICABLE. (UNLESS OTHERWISE NOTED ON PLANS.) 10. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO C. REINFORCING IS TO BE (PROVIDED AT CONNECTIONS WHERE CUTS REDUCE THE SHEAR OR MOMENT CAPACITY BELOW CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. THAT REQUIRED TO SUSTAIN THE REACTION. FLANGES AND WEB ARE TO BE REINFORCED WHERE THE LOCAL CAPACITY 11, CLEAN AND ROUGHEN TO Y4" AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT. TO SUSTAIN CONNECTION( LOAD IS INADEQUATE. D. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY, CONSIDERING THAT THE CONNECTION IS AN 12. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND EMBED ITEMS. EXTENSION OF THE BEAM( AND GIRDERS. 4. MINIMUM WELD SIZE IS Ya" FILLET UNLESS NOTED OTHERWISE. 13 PLAC MENITG"WET-SSETT NG" OF OPS AND OTHER EMBEDDED ITEMS ISED NOTTEMS SHALL PERMITTED. BE INSTALLED AND SECURED PRIOR TO CONCRETE DESIGN LOAD PARAMETERS 5. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL CAMBER UP. CANTILEVER BEAMS GOVERNING CODE: SHALL BE FABRICATED AND INSTALLED SO THAT NATURAL CAMBER RAISES CANTILEVER END. NEW YORK STATE RESIDENTIAL CODE, LATEST EDITION BUILDING CATEGORY: 6. FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE STRUCTURAL II ENGINEER OF RECORD. ROOF SNOW LOAD: 25 PSF P9 GROUND SNOW LOAD 7. WELDING SHALL BE PERFORMED BY CERTIFIED LICENSED, AWS-QUALIFIED WELDERS. ELECTRODES SHALL BE AWS 5.1, CLASS E70XX 30 PSF Pr FLAT ROOF SNOW LOAD (USE LOW HYDROGEN ELECTRODES FOR A572, GRADE 50 STEEL). WELDING ELECTRODES FOR ASTM A276-97 STAINLESS STEEL, 0.9 C, SNOW EXPOSURE FACTOR GRADE 304, SHALL CONFORM TO P\WS A5.4 FOR SHIELDED METAL ARC WELDING, ELECTRODE CLASS E304; OR AWS A5.9 FOR GAS 1.0 I$ SNOW LOAD IMPORTANCE FACTOR METAL ARC WELDING, ELECTRODE CLASS ER304, Ft=70 ksi. 1.0 Ct THERMAL FACTOR WIND LOAD: 8. HOT DIP GALVANIZING SHALL CONFORM TO ASTM A123, REPAIR SCRATCHES OR ABRADED GALVANIZED SURFACE WITH ZINC RICH 120 MPH V BASIC WIND SPEED (3-SEC. GUST) PAINT. ALL EXTERIOR EXPOSED STEEL AND STEEL SUPPORTING EXTERIOR SHALL BE HOT DIPPED GALVANIZED. 1.0 1, WIND IMPORTANCE FACTOR C WIND EXPOSURE(S) 9. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION ±0.18 GC p, INTERNAL PRESSURE COEFF. OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 10. PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS.+ POST INSTALLED ADHESIVE AND MECHANICAL ANCHORS 1. POST INSTALLED ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER TECHNICAL DATA TO INTACT BASE MATERIAL. NOTIFY ❑ ENGINEER OF RECORD PRIOR TO INSTALLATION IF BASE MATERIAL CONDITION DEVIATES FROM STRUCTURAL DRAWINGS OR MANUFACTURER TECHNICAL DATA. 2. MANUFACTURER DATA FOR ALTERNATE ANCHORAGE PROPOSED BY CONTRACTOR SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR REVIEW AND APPROVAL. SUBMITTAL SHALL INCLUDE THE ICC EVALUATION SERVICE REPORT WITH ICC TESTED CAPACITY MEETING OR EXCEEDING CAPACITY OF ANCHORAGE SPECIFIED IN CONTRACT DOCUMENTS. 3. UNLESS OTHERWISE INDICATED, POST INSTALLED ANCHORAGE SHALL BE ADHESIVE TYPE HILTI HIT-HY150 MAX INTO CONCRETE OR STONE BASE MATERIAL OR HY-20 INTO BRICK MASONRY BASE MATERIAL. RYALL PORTER SHERIDAN ARCHITECTS ENGINEERED WOOD PRODUCTS 45 WEST 21st STREET 1. WOOD I-JOISTS: PROVIDE ENGINEERED WOOD I-JOISTS, SIZES AND SERIES AS SHOWN, AS MANUFACTURED BY ILEVEL BY 4th FLOOR WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS NEW YORK, NY 10010 AND DETAILS, INCLUDING CONSTRUCTION BRACING, MINIMUM BEARING LENGTHS, WEB STIFFENERS, SQUASH BLOCKS, BLOCKING, KNOCK-OUTS AND HOLES, ETC. TEL (212) 254-1175 2. RIM BOARDS: PROVIDE CONTINUOUS 1 Ya" THICK RIM BOARDS, TIMBERSTRAND LSL AS MANUFACTURED BY ILEVEL BY WEYERHAEUSER FAX (212) 254-1755 OR APPROVED EQUAL. INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR PLATFORMS. 3. MICRO-LAM BEAMS: PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, MICROLLAM LVL OR PARALLAM PSL AS MANUFACTURED BY JOB NUMBER: 1308 ILEVEL BY WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD �ET�HUt; >� RECOMMENDATIONS AND DETAILS. DRAWN: KH r' u. n, cf5 4. GLUED LAMINATED TIMBER (SOFTWOOD): PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, IN ACCORDANCE WITH AITC 117-84 DESIGN STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES. UNLESS NOTED OTHERWISE, ALL CHECKED: BR LAMINATIONS SHALL BE SOUTHERN PINE. PRINT DATE: 02.27.14 " .i 0.08 5. ROOF TRUSSES: PROVIDE PRE-ENGINIEERED ROOF TRUSSES, AS SHOWN ON THE DOCUMENTS, TO RESIST LOADS TABULATED ON THIS �F 8e10" >, SHEET (INCLUDING NET UPLIFT). INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND SCALE: .y DETAILS. FABRICATOR SHALL SUBMIT LAYOUT PLANS AND ENGINEERING DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. GENERAL NOTES ROBERT SILIVIAN ASSOCIATES S-200 STRUCTURAL ENGINEERS 88 University Place New York,NY 10003 RSA#15484 P 212.620.7970 F 212.620.8157 PLATE EXTENSION 2'-0" "W" ("W"/4 MIN. TYP.) BEAM W E B Y4" STIFFENER PLATE EACH OPENING WIDTH SIDE OF BEAM EACH (FIRST NUMBER SHOWN) PENETRATION SCHEDULE TOP LEVEL END OF OPENING ON PLAN " " " r BEAMS AND/OR LONGITUDINAL BARS G El-Iff 1) E TYP. y" SLABS SEE COLUMN SCHEDULE MARK WIDTH THICKNESS b x t REINFORCING 3 MC-DAX. - SER'WATOM DETAIL Z 2 SPACES @ 3" ALTERNATE 90' AND 180' STANDARD HOOKS w NO ADDITIONAL PLATE a +' PO ° o m O _ 3$" CLEAR TYP. _ - — - b Y4 TYP REINFORCEMENT NEEDED . YOUNGS ROAD FOR COLUMN SIZE ORIENT SEE COLUMN ° DIM "A" C, SCHEDULE NY 11957 ALIGN BEND AT TOP OF SLAB ° TYP. _ Y" 1 MAXIMUM SLOPE OF _ COMPRESSION SPLICE STANDARD 90' 6 OFFSET BAR • (MIN.) TENSION SPLICE HOOKS ALTERNATE CORNERS (OTHERWISE USE N WHERE REQUIRED BY NOTES: DATE REVISIONS OPENING DEPTHSEPARATE DOWELS) ENGINEER (SECOND NUMBER MIN. RADIUS = 1 Y" 1. TIE SIZE #3 FOR LONGITUDINAL BARS UP TO 02.27.14 FILING SET SHOWN ON PLAN) TOP & BOTTOM REINFORCING PLATES NOTES: INTERMEDIATE LEVEL #9 AND #4 BARS #10, #11, #14 & #18 EACIi SIDE (U.O.N.) OF BEAM WEB COMPRESSION SPLICE BEAMS AND/OR SLABS 1. SEE PLAN FOR OPENING SIZE AND LOCATION. (MIN.) TENSION SPLICE 2. TIE SPACING NO GREATER THAN: WHERE REQUIRED 3" MAX. • ' SLAB OR BEAM BARS DETAIL PA SECTION 2. ALL OPENINGS TO BE CENTERED AT BEAM MID-DEPTH. BY ENGINEER OA 16 x DIAMETER OF LONG BARS. 2 SPACES @ 3 3. AN ADDITIONAL 2 STUDS PER FOOT (IN ADDITION TO © 48 x DIAMETER OF TIES STUDS SHOWN ON PLAN) ARE REQUIRED AT EACH END VERTICAL BARS SEE PLATE EXTENSION OF OPENING FOR 3'-0". COLUMN SCHEDULE USE SEPARATE DOWELS ©SAME QUANTITY AND MINIMUM DIMENSION OF COLUMN ("W"/4 MIN. TYP.) TIES SIZE AS VERTICAL BARS 3. EVERY CORNER AND ALTERNATE LONGITUDINAL OPENING WIDTH 4. COORDINATE ALL BEAM PENETRATION WITH HVAC, PLUMBING, IN OFFSET COLUMN FACE BAR SHALL HAVE LATERAL SUPPORT PROVIDED (FIRST NUMBER SHOWN) AND ELECTRICAL CONTRACTORS. FOR COLUMN SIZE - BELOW, IF DIAGONAL BEND ON PLAN SEE SCHEDULE IS NOT USED BY CORNER OF A TIE HAVING AN INCLUDED ANGLE OF NOT MORE THAN 135' AND NO BAR SHALL BE FARTHER THAN 6" CLEAR OF EITHER COMPRESSION SPLICE "S"=TIE SPACING. SEE SIDE FROM SUCH A LATERALLY SUPPORTED BAR. • PIPE MEMBER (MIN.) TENSION SPLICE z Gam' PER SCHEDULE WHERE REQUIRED BY TYPICAL COLUMN z -SECTION FOR SIZE, CROSS �. a w ENGINEER �, ARRANGEMENT, DETAILS AND TYPICAL DETAIL m o Y8 CLEAR TYP. b _ TYP �,� Y4 SPACING OF TIES. CROSS SECTION OF CONCRETE COLUMN b PIPE LENGTH COMPRESSION DEVELOPMENT � PER SCHEDULE LENGTIH (MIN.) TENSION DOWELS, SAME QUANTITY DEVELOPMENT WHERE AND SIZE AS COLUMN REQUIRED BY ENGINEER VERTICAL BARS TYP. Y4>, FOOTING, PILE CAP PIER OR BUTTRESS OPENING DEPTHSEE FOUNDATION PLAN (SECOND NUMBER MIIN. RADIUS = 1 Y" PIPE REINFORCING "D" OPENING DIAMETER HOOK IN FOOTING SHOWN ON PLAN) TOP & BOTTOM REINFORCING PLATES (SHOWN ON PLAN) EACH SIDE (U.O.N.) OF BEAM WEB TYPICAL DETAIL CONCRETE COLUMN DETAIL PB SECTION DETAIL PC SECTION TYPICAL DETAIL OF BEAM WEB PENETRATION INSTALL BOTTOM OF BASE PLATE FLUSH WITH CONCRETE WOOD POST- SEE PLAN FOR SIZE I (2)42" DIA. GALVANIZED A307 cn I I COLUMN THRU BOLTS, NICK THREADS COLUMN, PIER OR BUTTRESS ( TO PREVENT BACK-OFF DOWELS SAME SIZE AND GALVANIZED SIMPSON LCB/CB v' J 2'-8COLUMN BASE OR APPROVED" NUMBER AS COLUMN OR PIER r BOTTOM ELEVATION z o FOR VERTICAL BAR SPLICE OF BASE PLATE I I I � � � � SEE "TYPICAL DETAIL • ° • REINFORCEMENT ABOVE EQUAL OeL CONCRETE COLUMN" ISOLATION JOINT Y" MIN. SEE TYPICAL SLAB ON TOP OF PILE CAP BASE PLATE 16" TYPICAL GRADE DETAIL (4) Y4" DIA. HEADED ANCHOR SEE TABLE FOR DIMENSIONS STEEL BEAM RODS. EMBED. 1'-4" MAX. OR PROVIDE Y" SHIM WHEN BEARING, SHEAR OR II E II TO WITHIN 3" OF BOTTOM OF I B 0 LT LAYOUT PARTITION WALLS ARE LOCATED ABOVE BEAM II II FOOTING D ETAI L A — A OR WHEN BEAM FLANGE WIDTH IS GREATER °:A: LL�_� THAN OR EQUAL TO 8". • � . El • CONCRETE SLAB i w ° •. . Y2" DIAMETER COUNTER-BORED, A307 BOLTS, � ,d NOTE: SUBFLOOR A STAGGERED TOP AND BOTTOM, SEE DETAIL A B.O. FOOTING LEVELING PLATES ;; EL. SEE PLAN � ARE NOT PERMITTED — — • — - — - — - — - — - — • • — - — — 3" CL. NOTES: ...�.._ .....�,•. -,_� ,,��..;�. T.O.TOOIST - T S• 1. FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL WITH A MINIMUM RYALL PORTER SHERIDAN ARCHITECTS T.O. STEEL BEAM BEARING CAPACITY AS SPECIFIED IN THE GENERAL NOTES. 2. FOR SIZE, DEPTH AND REINFORCING SEE FOOTING SCHEDULE. CONCRETE PIER 45 WEST 21 st STREET COLUMN i OR WALL 3. FOR TIES, VERTICAL BAR SPLICE AND DEVELOPMENT AND ADDITIONAL 4th FLOOR �s i INFORMATION SEE 'TYPICAL DETAIL CONCRETE COLUMN".5 BASE PLATE '� NEW YORK, NY 10010 + + -- ' !-- TEL (212) 254-1175 i i TYPICAL DETAIL SPREADWOOD FAX (212) 254-1755 _ �� q TJI/LVL FLOOR JOISTS TYPICAL SUPPORT 0 F W 0 0 D POSTS W ANCHOR BOLT FOOTING AT CONCRETE COLUMN ON CONCRETE WALL OR PIER (WITH UPLIFT =y���Fr% .: + + JOB NUMBER: 1308 tiP "' PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER SCALE: 1"=1'-0" E.H�G,S,. ��• BEAM BLOCKING (IUS @ WOOD FLOOR FINISHES. DRAWN: KH # c*sr'®��� c MIU @ STONE TILE FLOOR FINISHES. J' SEE TABLE / ) PLATE PLATE PLATE ANCHOR HOLE 0 IN EDGE DISTANCE '. w CHECKED: BR s' 0 APPLIES TO LENGTH WIDTH THICKNESS BOLT SIZE BASER FROM � OF TYP I CAL D ETAI L PRINT DATE: 02.27.14 �•0 4, # BOLT HOLE �.,•� g� �N85531��`� LVLZTJI TO STEEL MEMBER °� sS' SCALE: `"��••� TYPICAL DETAILS TYPICAL DETAIL COLUMN BASE PLATE PIPE OR TUBE COLUMN ROBERT SILMAN ASSOCIATES S-201 CJ STRUCTURAL ENGINEERS 88 University Place New York,NY 10003 RSA#15484 P 212.620.7970 F 212.620.8157 THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS WHEN SHEATHING THICKNESS EXCEEDS 36', 2X_ STUD WALL AT WHEN SHEATHING THICKNESS EXCEEDS 36', ALLOWABLE HOLES -STJI JOISTS TRIM SHEATHING TONGUE AT RIM BOARD 16" ON-CENTER TRIM SHEATHING TONGUE AT RIM BOARD LOAD BEARING OR SHEAR WALL ABOVE INTERMEDIATE BEARING RJL 135' X Al AT 16' PLATE NAIL - 16D (0.135" X Al (MUST STACK OVER WALL BELOW) MIN. DISTANCE FROM TABLE A MIN. DISTANCE FROM TABLE B AT 12' ON-CENTER NO LOAD BEARING WALL ABOVE NO FIELD DO NOT CUT HOLES 1)s' HOLE MAY BE CUT S E LOAD FROM CUT HOLES LARGER THAN A" IN ANYWHERE IN WEB OUT- PLATE NAIL CANTILEVER PLATE NAIL NEL NAIL - BD (0.131' X 2Xt� AT WEB STIFFENERS ABOVE IN HATCHED SIDE OF ATCHED ZONE ENTER* FLOOR PANEL NAIL - BLOCKING PANEL REQUIRED EACH SIDE BLOCKING PANELS MAY ZONES 8D (0.131'X A� AT AT 83W BLOCKING PANEL DO NOT 6' ON-CENTER 2X4 MINIMUM SQUASH BE REQUIRED WITH O ( ^ 0 6- CUT OR NOTCH FLANGE. 0 BLOCKS SHEAR WALLS ABOVE Y6" s• ILEVEL ORSTRAN��*OR ® 1 Ys TIMBERSTRANf� LSL OR • 6)BELOW (SEE DETAIL ��� CLOSELY GR UPED ROUND L-F-1--1 GEKFm%TNER ILEVEL I Yo'RIM BOARD.* I i 6' L' MINIMUM D 1 HOLES ARE PERMITTED IF L 2 x LZ D x 8 6 TOE NAIL 12• B1 B1W / / )/ „ tAppU�TO HOLES MTHE GROUP PERIMETER MINIMUM1-"WATOR TOE NAIL - tOD (0.128' X 3•)AT 6' MIN. TOE NAIL - 10D (0.128' X 3`)AT 6' G 18KNOCKOUTS) EETS REQUIREMENTS FORTER* ON-CENTER I ROUND OR SQUARE BOUND Y NAILING - WEB STIFFENERS HOLES. TJI® RIM JOIST 8D (0.131' X 214') REQUIRED EACH SIDE 2X4 MINIMUM TABLE A - END SUPPORT DO NOT *CONVENTIONAL CONSTRUCTION CODE AT 4" ON-CENTER* INSTALL PROPER BLOCKING TO SUPPORT ALL AT 61W AND B2W SQUASH BLOCKS MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT CUT REINFORCEMENT.LES IN ER MUST HAVE 1-'4" MINIMUM MINIMUM FOR USE WITH A3 ONLY. SEE PANEL EDGES JDlsr TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE YOUNGS ROAD a ATTACH BLOCKING PER A3 A2 JOIST BEARING AT ENDS. A3 A3.1 A3.2 A3.3 ILEVEL FRAMERS POCKET GUIDE FOR A3.4 *SEE ILEVEL FRAMERS POCKET GUIDE FOR 62 B2W B3 B3W USE 2X4 MINIMUM SQUASH BLOCKS TO DEPTH 2' 3' 4• 5' ORIENT DETAIL ATTACH RIM JOIST PER A3 A3.1 - A3.3 INSTALLATION SPECIFICATIONS. ADDITIONAL INSTALLATION SPECIFICATIONS. O O aTRANSFER LOAD AROUND TJI ® JOIST 6'- r alie• 11' 13• z' 3" a' S' 6vi' r �• n" 13` 110 V-0- V-6. 2'-0. 2'-8` V-0• 1'-0• V-6. 2'-6' 3'-6' 4*-6' NY 1 1957 934 210 1'-0" 1'-8' 2'-0' 3'-0' S'-0' V-0` 2'-0' 2'-6' 4'-O' 5'-O' All . 230 1'-0" 2'-0" 2'-8" 3'-6. 5'-6' 1'-0' 2'-0' 3'-0' 4'-6' 5'-0" 360 V-6' 2'-0" 3'-0" 4'-0" 6'-0' 1'-6` 2'-6' 3'-6' 5'-0" 5'-8" tY'TIMBERSTRANDID LSL OR ILEVEL6 116' 110 1'-0' 1'-0" 1'-0- 1'-0" 2'-6' 2'-8' 5'-0" 1'-0' 1•-0" 1'-6" 2'-6" a'-6" 4'-6" 6'-0" 8' DIAMETER MAXIMUM HOLE FOR 8' DIAMETER MAXIMUM HOLE FOR 11%- - 16" RIM BOARD. (NAIL TO BLOCKING WITH ilio t'-o" 1'-0' t'-o' 1'-s' 2'-6" 3'-0' 5'-6' 1'-0' t'-0' 2'-0. 3'-0" S'-0" 5'-6" 6'-6- REQUIRED STIFFENERS 1136" - 16" DEEP BLOCKING PANELS: 4'-0" LENGTH OF 8' DIAMETER MAXIMUM HOLE FOR W-O' LENGTH OF TJI®JOIST DEEP BLOCKING PANELS; 6" DIAMETER MAXIMUM CONNECTIONS; EQUIVALENT NAIL THROUGH 2X-CANTILEVER, WOOD BACKER AND 1t%' 230 1-o' 1'-0' t'-0' V-o" 3'-D` 3'-6' 5'-D" 1'-0. 1'-0' 2'-0" 3'-0" 5'-6` 5'-6" 7'-0' REQUIRED BOTH 6' DIAMETER MAXIMUM FOR BLOCKING )4" REINFORCEMENT 11%' - 16- DEEP BLOCKING PANELS; REINFORCEMENT AND FILLER FOR BLOCKING PANELS 914' DEEP OR SHORTER TO FLOOR PANEL SCHEDULE BLOCKING TJI ®JOIST WEB WITH 2 ROWS 10D SIDES AT E1W PANELS 91¢" DEEP OR SHORTER THAN ON ONE SIDE AT E2, 6' DIAMETER MAXIMUM FOR BLOCKING BLOCK. USE 4'-0• LENGTH WITH THAN 12' LONG. 1 Y'TIMBERSTRAND� LSL OR • ATTACH REINFORCEMENT TO JOIST WITH 360 1'-0' 1'-0' V-6' z'-s" 4'-6' 5'-0' 7'-0' 1'-0' 1'-0' 2'-6' 4'-0' 6'-6" 6'-6" 7'-6- BOTH SIDES AT E3 AN ILEVEL I Ye'RIM BOARD. ONE 8D (0.131' X 2Y2� NAIL AT EACH PANEL ON-CENTER, USE 12' LONG. PANELS 9v- DEEP OR SHORTER THAN 9V2 D 11r6'�fJl JOISTS. DO NOT CUT FLANGES. 560 1'-0" V-D' V-s" 3'-0' 5'-0' 5'-6' 8'-0- 1'-0` 2'-0'13'-6* 5'-0" 7'-0. 7'-6' 9'-0" DATE REVISIONS DO NOT CUi FLANGES. 12" LONG. CORNER 16D (0.135- X 3 1 NAILS WfTH t10 V-D" V-D" 1'-0' V-O" 1'-0' V-0' 2'-6' 5'-0' 1'-0" ,•-0• V-0" t'-6` 3'-6' a'-o' s'-0" s'-o' DO NOT CUT FLANGES. ATTACH REINFORCEMENT T° 3 TJI• JOIST 210 V-0' V_O" V_O" 1'-0` 1-0" V-6. 3'-0' W-0' 1'-0' t-o' 1-D' 2'-0' a-o' 4'-s' s'-s' e'-s' JOIST WITH ONE 8D 0.131- X HORIZONTAL BLOCKING PANELS 02.27.14 FILING SET ( GE WIDTHS. 14' 230 1'-0' 1'-0' t'-0' 1'-0' ,'-6' 2'-0' 3'-6" 6'-6' 1'-0' 1'-0' 1'-0' 2'-0' 4'-0" 5'-0' 7'-0' 9'-0' 1 A"TIMBERSTRANDID LSL OR • 21¢ NAIL AT EACH CORNER BETWEEN EACH JOIST. NAIL TO 360 1'-0' 1'-0' t'-0' 1'-0' 2'-6' 3'-0' S'-8" 8'-0' t'-0' 1'-0' 1'-0" 2'-6" 5'-6' 6'-6` 8'-0• 9'-6" (LEVEL I Yo'RIM BOARD. TOP PLATE WITH CONNECTIONS 1 Y`TIMBERSTRANT10 LSL OR ® EQUIVALENT TO FLOOR PANEL 560 1'-0" V-0' V_O" 1'-0. 2'-6" 3'-0. 6'-0" 9•-0' 1'-0' V-0' V-6" 3'-8" 6'-6' 7'-0' 9'-0' 0'-0• ILEVEL IYo"RIM BOARD. 12' LENGTH OF%4' SCHEDULE. 210 1'-0" V-D" V-0" V-0" 1'-0. V-0' V-6' 3'-6' 6'-0' V-0" V-0' 1'-0• V-D• 2'-6' 3'-6' 6'-6" W-0-10--6- REINFORCEMENT -0' 0'-6• F1 APPLIES 230 1'-0` 1'-0' 1'-0' 1'-0' 1'-0' 1'-0' 2'-0" 4'-0• 6'-6' 1'-0' 1'-0' 1'-0' 1'-0' 3'-0' 3'-6' 7'-0' 9'-0' 1'-0' REINFORCEMENT ON 16• ATTACH REINFORCEMENT TO JOIST WEB WITH ONE SIDE AT E5, 360 1'-0' t'-0' ,'-0' 1'-0' V-O. V-0' 3'-0" s•-0` 9'-O' V-0. V-0• V-0" 1'-0` 4'-0' S'-0. 9'-0' 0'-0' t'-e" 3 ROWS 10D (0.148'X 3' NAILS AT 6' BOTH SIDES AT E6 12' LENGTH OF�" TO 560 1'-0" t'-0' V-0' V-0' V-0' V-0' 3'-0" 6'-6` 0'-0' 1'-0' 1'-0' 1'-0' 1'-6` 5'-0' 6'-0" 0'-0" 1'-0' 2'-0• TIACH REINFORCEMENT ON-CENTER, CLINCHED. USE 2 ROWS WITH 9z• FULL DEPTH VERTICAL REINFORCEMENT ON UNIFORMLY TO JOIST WITH 8D (0.131- X 2$-) AND 1f8"TJI®JOISTS. BLOCKING BETWEEN ONE SIDE AT E7, * LOADED 4' S' 6' T 8' 10' 12' 15' tT 4' 5' s' T a' 10' 12' 75' 1Y NAILS AT 6" ON-CENTER. WHEN EACH JOIST BOTH SIDES AT E8 WOOD BACKER �� tt �OISTS ONLY. 18' 360 1'-0' 1'-0' V-0' 1'-0' 1'-0' 2'-0' 5'-0" O'-0' 1'-0' t'-0' 1'-0" 3'-0' 5'-0' 0'-0' 1'-0' 3'-6" REINFORCING BOTH SIDES, STAGGER 360 1'-0^ 1'-0" 1'-0'owl V-0" 2'-0' T-o' o'-s' 1'-0' 1'-0' 1'-0' 1'-0" 2'-e' 8'-0" V-6" a'-0' 5'-6" 1 A"TIMBERSTRANTS LSL OR ® 1��U� NAILS. .� p J��pS�S ONS 560 1'-0• ,'-0. 1'-0' ,'-0' 1-0' ,'-o• 5'-0. 1_p• 1'-0" 1'-0' 1'-s' 4'-0' 6'-6' 1'-0' 2•-0' 4'-6- ILEVEL IYe'RIM BOARD. CLOSURE, FACE GRAIN \ �'Y���M LESS THAN 5• S 20• 560 1'-p' 1'-0• t'-p' 1'-0" t'-0' 1'-p' 1'-0' 7'-0' 1'-0' t'-0' t'-0' 1'-0" 1'-0' 4'-0' 9'-6'12'-8' 4'-6' 5'-6' TYPICAL HORIZONTAL LESS THAN 5' 1 F �F�R V E1 E1W E2 a E4 NOT FOR USE WITH 3%"TJIOJOIST FLANGE E5 E6 E7 EB F1 cF� 0 TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT WIDTHS G O MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT JOISTTJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2" 3" 1 4' 5• 6Y 1 7' 1 8W 11' 13' 1 2' 1 3' 1 4" 5" 614` 1 7" 8V 11' 13' EXTERIOR DECK ATTACHMENT OPTION #1: WEB STIFFENER ATTACHMENT 110 V-6" 2'-6' 3'-0• 4'-0" 7•-6" V-6• 2'-6-13'-6" 5'-6• 6'-6 STRUCTURAL EXTERIOR APPLY SUBFLOOR ADHESIVE TO ALLTJI O JOIST BLOCKING WITH END GAP: 9Y" 210 2'-0' 2'-6' 3'-6" 4'-6" 7'-6` 2'-0' 3'-0" 4'-0' 6'-0' 7'-0" SHEATHING BLOCKS INSTALLED AT)J JOIST-SPAN 230 2'-6" 3'-0" 4'-0' 5'-0" 8'-0' 2'-6• 3'-0' 4'-6" 6'-6' 7'-6- FILLER BLOCK: ATTACH WITH TEN CONTACT SURFACES LOCATIONS USING Y8" MINIMUM 10D (0.128" X 3-) NAILS, 8D (0.113' X / �� 360 3'-0` 4'-0" 5'-6' 6'-6` 9'-0' 3'-0• 4'-6' 5'-6" 7'-6. 8'-0' FLASHING 2 -) 2%4 MAXIMUM HANGER HEIGHT MUST BE A MINIMUM CLINCHED. USE TEN 16D (0.135- �� OR 1" 110 1'-0" 1'-0' 1'-6' 2'-6' 4'-0` 4'-0' 8'-0" t'-0' 1'-6" 2'-6" 4'-0' 6'-6' 7'-0" 9'-0' OF 60% OF JOIST DEPTH X 3)4") BOX NAILS FROM EACH FLUSH BEARING PLATE REQUIRED. 2)4' SCREWS, f 1'-0" 1'-0' 2'-0' 3'-0" 4'-6' 5'-0" 9'-0` V-O' 2'-0' 3'-0" 4-s' T-6' s-o' 0-0' SIDE WITH 3J4`UP JOIST MAXIMUM Y,' OVERHANG TYPICAL 1Y" FORaD lt%- 1'-0" 2'-0' 2'-6' 3'-6' S'-0' 5'-6' 9'-6' 1'-0' 2'-6' 3'-6' S'-0' 8'-0' 8'-6' 0'-0" FLANGE WIDTHS. USE FIFTEEN BACKER BLOCK: INSTALL TIGHT PERMITTED AT BEAM. TREATED 2X_ LEDGER SQ THREE BD (0.113"X NAILS, 2'-0" 3'-0' 4'-0' 5'-6. 7'-0" 7'-6" 1'-0" 2'-0" 3'-6' 5'-0" 7'-0' 9'-6' 9'-6'11'-0' NAILS WITH TJI® JOIST DEPTHS TO TOP FLANGE (TIGHT TO �o�st TJI 560 CLINCHED. THREE 16D 0.135' X 3}J-) 560 1'-6' 3'-0' 4'-6' 5'-6' 8'-0' 8'-8' 2'-0" 3'-0' 4'-8' 6'-0' 8'-0' 0'-6' 1'-0' 2'-0' GREATER THAN 16-. BOTTOM FLANGE WITH FACE a JOIST) NAILS AT 314•TJP JOIST FLANGE Ito t'-0" 1'-0' 1'-O' 1'-0" 2'-0' 2'-6' 4'-6" 8'-0' 1'-0' 1'-0' 1'-0" 2'-6" 5'-0' 8'-0' 9'-0'12'-0"1 1 Z�v MOUNT HANGERS. ATTACH WITH WIDTHS. TEN IOD (0.128 X 3") NAILS, SEE FASTENER 1Y4"TIMBERSTRAND WEB STIFFENER EACH SIDE. SEE 210 t•-o" V-0' 1'-0" 1'-0. 2'-6. 3'-0' 5'-0" 9'-0" 1'-0" 1'-0'12'-0* 3'-6` s'-o• 7'-0' 0'-0' 2'-6• �y,; TABLE BELOW. MAINTAIN ® ® 1- SIZES BELOW. 14' 230 1'-0' t'-D' ,'-o' z'-o" 3'-0' 3'-8'15'-s' 0'-0' 1'-0" V-p' 2'-6" a'-o' e'-o' 7'-6' o'-s' 3'-0' CLINCHED WHEN POSSIBLE. LSL OR ;LEVEL 116` 360 1'-0" 1'-0' 2'-0' 3'-6" 5'-6' 6'-0' 8'-6' 2'-6 1'-0' 2'-0' 4'-0' 5'-6' 9'-0' 0'-0'12'-0'14'-0* �.:'.• 2' DISTANCE (MINIMUM) FROM R1M BOARD. �' EDGE OF LEDGER TO FASTENER. PX PPING INSTALLED AT Ys TOP FLANGE HANGER JOIST-SPAN LOCATIONS USING TWO 234' TIGHT FIT 560 t'-o" 1'-0' 1'-s' 3'-6' 5'-6' 6'-8" s'-s" 3'-6' t'-o• 3'-0' S'-o" 7'-0' o'-o' t'-o'13'-6-15'-0- SCREWS PER JOIST, TYPICAL 210 1'-0' 1'-0' 1'-0" 1'-0' 1'-0. V-0' 3'-O' 5'-6' 9'-6' ALLOWABLE LOAD FACTORED RESISTANCE LBS BACKER BLOCK 16• 230 1'-0' 1'-0" 1'-0" 1'-0" 1'-6' 2'-0"14'-0"16'-6" 0'-6' BOARD FACE MOUNT HANGER BOTH SIDES OF WEB WITH FASTENER y'TIMBERSTRAND®LSL ILEVEL• 1}g` RIM BOARD 360 1'-0" 1'-0' 1'-0' t'-o" 3'-0" a'-o' s'-s" D'-o' 3'-s' t'-o' t'-D' 2'-0" a'-o' 7'-s' e'-s' 3'-0' a'-e• 7'-0' SINGLE TJI J01ST RIM B560 1'-0' lAG BOLT 400 B 630 N A / N A DIRECTLY APPLIED CEILING W WEB STIFFENER SIZE W WEB STIFFENER SIZE 4' 1 5' 1 6' 1 7- 6' 1 10' 1 if 1 15' 1 17' 1 1 4' 1 5' 1 6' Y 1 8' 1 10" 12' 15" 17' WEB STIFFENERS REQUIRED IF LAG BOLT 475 / 750 400 575 1% X 29(6 MINIMUM 2& �° X 24(e MINIMUM SIDES OF HANGER DO NOT WITH TOP FLANGE HANGERS, BACKER t8. iso r-o" r-o• r-o' r-s' 3'-0' s'-o' s'-o" s'-o• V-0"I 4'-0" s-s" s'-o' a-s" G LATERALLY SUPPORT AT LEAST U21BLOCK REQUIRED ONLY FOR DOWNWARD H3 (1) THIS FACTORED RESISTANCE IS WITH A 36' GAP a EEN THE RIM BOARD AND DECK LEDGER P61 WHEN SPECIFIED ON THE Lk OUT, ONE OF W y(; X♦' x 2�fe MINIMUM • 2x4 560 1'-0' 1'-0- 1'-0• 1'-0" 2'-0' 6'-0' 0'-O" 6'-6' 1'-0' 3'-6' 6'-0" 8'-8" V-6- 6'-6- 360 1'-0" V-0• 1'-0' V-0" V-0' 3'-0' 6•-0" 1'_0• W-6• �•_p• 1•_p• 1•_6^ 4'-p• 7•_p- 2'_6• 6•_6• g•_p• 1•_p• O •ALLOWABLE LOAD DETERMINED IN ACCORDANCE WITH AC 124. O THE ABOVE BRACING OPTIONS IS REQUIRED O 20' - 36 OF TJI® JOIST TOP FLANGE LOADS EXCEEDING 250 LBS OR FOR •CORROSION-RESISTANT FASTENERS REQUIRED FOR WET-SERVICE 560 1'-p' t'-o' t'-D' 1'-0" 1'-0' 1'-6' S' UPLIFT CONDITIONS. APPLICATIONS. RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. s'-o" a'-8' a'-0'17 FASTENING OF FLOOR PANELS • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB. LEAVE Ya" OF WEB (MINIMUM) AT TOP AND BOTTOM OF HOLE. BEAM and COLUMN DETAILS GUIDELINES FOR CLOSEST ON-CENTER SPACING PER ROW FILLER AND BACKER BLOCK SIZES • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12" ON-CENTER; THEY DO NOT AFFECT HOLE PLACEMENT. TJI®1 RIM BOARD 1)4' TJI® JOISTS 110 210 230 OR 360 5560 • FOR SIMPLE SPAN (5' MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS, ONE MAXIMUM SIZE ROUND HOLE MAY BE NAIL SIZE 110, 210, 360 AND ty,• TIMBERSTRAND •LSL CROLLAM L PARALLAM ® LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. LEVEL®1 9VZ' OR 9V" OR 14" OR 9>4" OR 14' OR 18" OR AND 230 560 TIMBERSTRAND ®LSL OR WIDER PSL DEPTH 7. 14"OR 16" OR 11'6" 14" 1136• 16' 11%* 1s" 20' 11'k 16• 20' * DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES. FOR OTHER LOAD BEARING FOR DOOR 8d (0.131" x 2X2') 4- 3" 6- 4' 3- 3• 3' CONDITIONS OR HOLE CONFIGURATIONS USE (LEVEL® TJ-BEAM® SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. BEARING AT WALL BEAM TO BEAM BEARING AT FILLER BLOCK (1) 2X6 2X8 2X6 + �6` zxs + 36` 2X6 +X2' 2x8 +X2' 2x12 +X2" 0 2X6TW0 2X8 �0 . OR WINDOW HEADER CONNECTION CONCRETE WALL 10d (0.148-x 37, 12d (0.148-x 2'4') 4- 4" 6" 4- 4- 4' 4- (DETAIL 1412) SHEATHING SHEATHING SHEATHING SHEATHING SHEATHING 2X12 14"1IM13ERSTRANDO LSL OR 16d (0.162`x 3V1 6' 6' 16' 6 6 r�3 8' 6` CANTILEVER 2X6 2X10 2X6 + 36' 2X10 +%' 2X6 +X2' 2X10 +14' ;LEVELN 1F RIM BOARD OR STRAP PER CODE IF TOP PMTE FlLlct 4'-0' 6'-0' SHEATHING SHEATHING SHEATHING SHEATHING NOT NOT ALLOWABLE HOLES - HEADERS AND BEAMS BLOCKING FOR TERAL IS NOT CONTINUOUS OVER (1) ONE ROW OF FASTENERS PERMITTED (TWO AT ABUTTING PANEL EDGES) FOR DIAPHRAGMS. STAGGER NAILS WHEN USING 4' ON-CENTER SPACING AND MAINTAIN (DETAIL E') LONG LONG 4'-0' LONG 6'-0" LONG 4'-0' LONG 6'-0` LONG APPLICABLE APPLICABLE SUPPORT HEADER �i 36` JOIST AND PANEL EDGE DISTANCE. FOR OTHER APPLICATIONS, MULTIPLE ROWS OF FASTENERS ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST X2• AND WKER 01 STAGGERED. 1.55E TIMBERSTRAND®LSL HEADERS AND BEAMS i 1 (2) CAN BE REDUCED TO 4' ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO MORE THAN 1%* (TO AVOID SPLITTING). (DETAIL TF1 96 OR Y4 Y4' OR 1' NET 2X6 2X8 2X12 2 X DIAMETER OF THE •RECOMMENDED NAILING IS 12" ON-CENTER IN FIELD AND 6' ON-CENTER ALONG PANEL EDGE. •14 GA D STAPLES MAY BE SUBSTITUTED FOR 8h LARGEST HOLE (MINIMUM)FASTENING REQUIREMENTS ON ENGINEERED DRAWINGS SUPERSEDE RECOMMENDATIONS LISTED (0.113' X ZJ-) NAILS IF MINIMUM PENETRATION OF 1' (1) IF NECESSARY, INCREASE FILLER AND BACKER BLOCK HEIGHT FOR FACE MOUNT HANGERS AND MAINTAIN)6' GAP AT TOP OF ABOVE. INTO THE TJI JOIST OR RIM BOARD IS ACHIEVED. JOIST; SEE: DETAIL W. FILLER AND BACKER BLOCK LENGTHS SHOULD ACCOMODATE REQUIRED NAILING WITHOUT SPLITTING (12- Ys DEPTH ALLOWED HOLE ZONE MINIMUM FOR BACKER BLOCKS AND 24• MINIMUM FOR FILLER BLOCKS), TOP FLANGE HANGER •ILEVEL RECOMMENDS USING A NON-POLYURETHANE SUBFLOOR ADHESIVE ON ALL CONTACT POINTS •MAXIMUM SPACING OF NAILS IS 18. ON-CENTER FOR PROTECT UNTREATED WOOD FR BETWEEN PANELS AND FLOOR FRAMING. Tile JOISTS. --- o FACE MOUNT HANGER DIRECT CONTACT WITH CONCRETE •NAILING ROWS MUST BE OFFSET AT LEAST J4•AND STAGGERED. JCANTISOISTMUST BE LATERALLY EVER AND END BEARINGS Ed BLOCKING • • • 0 0 PANELS, HANGERS, OR DIRECT ATTACHMENT TOA HEADER OR BEAM MAXIMUM ROUND L1 L2 L3 SEE CURRENT ILEVEL ®LITERATURE L4 RIM BOARD OR RIM JOIST. DEPTH HOLE SIZE FOR FRAMING CONNECTORS SAFETY BRACING (1X4 9y4"-q1¢" 3" MINIMUM) AT 8' ON-CENTER (6' B' 8• 7 SILENT FLOOR JOIST FRAMING 1tY4`-11 ?�• 336• DOES NOT REQUIRE BRIDGING OR ON-CENTER FOR 791 110 JOISTS) AND 14--16" 43 MULTIPLE MEMBER CONNECTIONS MID-SPAN BLOCKING E1 EXTENDED TO A BRACED END WALL SEE ILLUSTRATION FOR ALLOWED HOLE ZONE TO FOR P-LOAL)E,Q BEAMS C1) FASTEN AT EACH JOIST WITH GENERAL NOTES TWO D (0.113" X 21¢") NAILS MINIMUM SEE WARNING • UNIFOED HOLE RM AND/OR NE SUITABLE CONCENTRATED CONCENTRATED RU HEADERS AND BEAMS WITH 1�4 - WIDE PIECES: ( )• •MINIMUM OF 3 ROWS 10D 0.128 X 3� NAILS AT 12' • ROUND HOLES ONLY O.C. •MINIMUM OF 4 ROWS 1BE DO NOT BEVEL(0.128' X 3') NAILS AT 12' O.C. • NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. FOR 14'AND DEEPER BEAMS H2 ❑ ❑ ELEVATED CUT JOIST •IF USING 12D-16D (0.148'-0.162" DIAMETER) BEAM ON COLUMN BASE COLUMN BASE BEYOND INSIDE Al OTHER ILEVELS TRUS JOISTS HEADERS AND BEAMS BEARING AT NAILS, THE NUMBER OF NAILING ROWS MAY BE RIM BOARD JOINT REDUCED BY ONE. COLUMN CAP FACE OF WALL. E2 BETWEEN JOISTS COLUMN DO NOT OVERHANG SEAT MICROLLAM ®LVL +. q3 3>� - WIDE PIECES: CUTS ON BEAMS BEYOND LSL HOLE ZONE HOLE ZONE 2 X DIAMETER OF THE 1.3E TIMBERSTRAND® AND PARALLAM •PSL � DEPTH IN HEADERS OR BEAMS THE INSIDE FACE OF LARGEST HOLE (MINIMUM) SUPPORT MEMBER. DO NOT CUT, NOTCH OR DRILL i! • MINIMUM OF 2 ROWS 14" BOLTS HOLES ❑ i� AT 24. O.C. STAGGERED ?, y ,,.»,: - EXCEPT AS INDICATED IN (1) LOAD MUST BE APPLIED EVENLY ACROSS ENTIRE }., ;. ;� �1;•.5;�.!'-: ::; d ILLUSTRATIONS AND TABLES. BEAM WIDTH. OTHERWISE, USE CONNECTIONS FOR �� moi'':«:' ►''• -V-'A ;' +''•'• o - - 0 0 SIDE-LOADED BEAMS. �`>L`•`•'N, •`�`•'•'`° CS • 0 0 •'' TJI®rim joist 1Y:TIS A" RIM B LSL OR MICROLLAM •LVL AND RYALL PORTER SHERIDAN ARCHITECTS VERIFY COLUMN CAPACITY OPTIONAL (LEVEL®1�' RIM BOARD. AND BEAM BEARING ADDITIONAL NAILING OR BOLTING MAY BE NON-SHRINK L3 PARALLAM •PSL HEADER OR BEAM MAXIMUM ROUND L5 LENGTH. SEE CURRENT Lg REQUIRED WITHII_3IDF-LOAnED MULTIPLE-MEMBER P1 P2 P3 GROUT A2 ALLOWED HOLE ZONE DEPTH HOLE SIZE 014. 4 WEST 21st STREET 5 ;LEVEE LITERATURE. BEAM. PRODUCT LITERATURE. REFER TO CURRENT MIDDLE 15 SPAN 416' 1• B1 L1 d 1.3E TIMBERSTRANDO LSL ALLOWED HOLE ZONE d 7y'- 2p' 2' 4th FLOOR H1 SEE ILLUSTRATION FOR ALLOWED HOLE ZONE NEW YORK, NY 10010 TJI OOIST NAILING REQUIREMENTS AT BEARING e2 GENERAL NOTES TJI 0101ST TO BEARING PLATE SQUASH BLOCKS T® TJI L5 B3 • ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY. TEL (212) 254-1175 JOIST (LOAD BEARING WALL ABOVE) • ROUND HOLES ONLY FAX (212) 254-1755 1Y"TIMBERSTRANDO LSL OR (LEVEL® • NO HOLES IN CANTILEVERS. 116" RIM BOARD. ONE 10D (0.128' X 37 NAIL • NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. INTO EACH FLANGE O USE B1 OR B2 AT INSTALLATION TIPS B4 ONE BD EACH SI' x 214E INTERMEDIATE BEARINGS 1 "`- NAIL EACH SIDE. DRIVE SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE, JOB NUMBER: 1308 t OE�'``�•' WARNING NAILS AT AN ANGLE AT W LOAD BEARING OR BUT MAY NOT BE REQUIRED. SHEAR WALL FROM ��� '� �•i<`)' LEAST 114' FROM END. P ? SQUASH BLOCKS AND BLOCKING PANELS CARRY STACKED END OF JOISTS AT CENTERLINE DRAWN: KH C3� �•`" '" \\ VERTICAL LOADS (DETAILS B1 AND 82). PACKING OUT THE JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY LSO SEE DETAIL B2 WEB OF A UP JOIST WITH WEB STIFFENERS IS NOT A OF SUPPORT 1�4" MINIMUM BEARING AT END ( ) � --� � C� ��' " `I .. •i� l SUPPORT; W MINIMUM AT SUBSTITUTE FOR SQUASH BLOCKS OR BLOCKING PANELS. BRACED END WALL - BRACING INCLUDES: SEE NOTE 3 UNDER INTERMEDIATE SUPPORT WARNING • BLOCKING • SHEATHING • STRUT LINES CHECKED: BR ' �" ' " c_• WHEN JOISTS ARE DOUBLED AT NON-LOAD BEARING � \ . HANGERS . �\;gr;-z =i� SHEAR TRANSFER: CONNECTIONS EQUIVALENT PARALLEL PARTITIONS, SPACE JOISTS APART THE WIDTH H1 RIM BOARD • RIM JOIST b, . TO FLOOR PANEL NAILING SCHEDULE OF THE WALL FOR PLUMBING OR HVAC. '* `$\' `' - RIM TO TJI® JOIST ADDITIONAL JOIST AT PLUMBING DROP (SEE DETAIL). Z • i r PRINT DATE: 02.27.14 3)4' WIDE TJI®RIM JOIST: O 1 • �Z � ? �� n r•,a� ,,j 1Y"TIMBERSTRANDO LSL OR ILEVEP TOE NAIL WITH 10D i ES:)IOi 116' RIM BOARD OR 1-" WIDE 101 (0.128• X 3') NAILS, ONE O 1 �� - - SCALE: ��'�.__, ._ RIM JOIST: ONE 10D (0.128" X 37 EACH SIDE OF TJI® JOIST L i L L NAIL INTO EACH FLANGE FLANGE 3y"WIDE TJI® II O •• •r �/ FLOOR JOIST II % . o - EXTERIOR DECK DO NOT WALK ON JOISTS DO NOT WALK ON JOISTS THAT ARE DO NOT STACK BUILDING MATERIALS 4 a O LA ATTACHMENT UNTIL BRACED. LYING FLAT. ON UNSHEATHED JOISTS. STACK ONLY JOIE - 2 3(6 (0.135" RIM ;'..; •:'' INJURY MAY RESULT. OVER BEAMS OR WALLS. JOIST: ONE 16D (0.135' X 3)4-) ii •'••: •, {• STRUCTURAL I I NAL INTO EACH FLANGE 3)4"WIDE TJI® O t-4 +• * O SHEATHING p0 NOT USE SAWN LUMBER RIM JOIST O FOR RIM BOARD OR WARNING NOTES 1�" MINIMUM BEARING SHIFTED JOIST ADDITIONAL BLOCKING, AS IT MAY LACK OF PROPER BRACING DURING CONSTRUCTION CAN RESULT IN TYPICAL DETAILS LOCATE RIM BOARD JOINT BETWEEN JOISTS. TOP PLUMBING DROP JOIST VIES O INSTALLATION.SHRINK US RONLY SERIOUS ACCIDENTS. OBSERVE THE FOLLOWING GUIDELINES: PROTECT UNTREATED WOOD O BEAM ATTACHMENT AT BEARING FROM DIRECT CONTACT WITH SEE ALLOWABLE HOLES ENGINEERED LUMBER. 1. ,ALL BLOCKING, HANGERS, RIM BOARDS AND RIM JOISTS AT THE END SUPPORTS OF THE TJI®JOISTS MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED. NOTES• CONCRETE 1J4• KNOCKOUTS AT o H3 2. ESTABLISH A PERMANENT DECK (SHEATHING), FASTENED TO THE FIRST 4 FEET OF JOISTS AT THE END OF THE BAY OR BRACED END WALL. APPROXIMATELY 12' 3. SAFETY BRACING OF 1X4 (MINIMUM) MUST BE NAILED TO A BRACED END WALL OR SHEATHED AREA AND TO EACH JOIST. ILETIMBERSTRANDO B LSL OR ON-CENTER 4. SHEATHING MUST BE COMPLETELY ATTACHED TO EACH TJI* JOIST BEFORE ADDITIONAL LOADS CAN BE PLACED ON THE SYSTEM. ;LEVEL• 1)6' RIM BOARD. 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS 8Y TRUS JOIST AUTHORIZED SUPPLIER FOR REVIEW BY DESIGN TEAM PRIOR TO INSTALLATION OF FLOOR FRAMING. ® 5. ENDS OF CANTILEVERS REQUIRE SAFETY BRACING ON BOTH THE TOP AND BOTTOM FLANGES. 2. CONTRACTOR SHALL INCLUDE IN BID ALL REQUIRED CONNECTIONS, (INCLUDING CUSTOM BEARING PLATE TO BE + ® TRuS3 JOIST 6. THE FLANGES MUST REMAIN STRAIGHT WITHIN 1/2' FROM TRUE ALIGNMENT. 7� DRIVE NAILS AT AN { ) CONNECTIONS) REQUIRED TO COMPLETE FLOOR FRAMING. SEE FRAMING PIAN IF APPLICABLE OR FLUSH WITH INSIDE FACE y Silent Floor@,TimberStrand0,TJI0,and Trus Joist@ are registered ANGLE 70 MINIMIZE ;LEVEL f�AMER'S POCKET GUIDE FOR OF WALL OR BEAM ® We erhaeuser,iLevel®,Microllam®,Parallam®, " T11.25;ONE 10D (0.128" X 3") NAIL SPOTTING OF PLATE MINIMUM END AND INTERMEDIATE Silent F I o o r e trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. EACH SIDE OF MEMBER AT BEARING, BEARING LENGTHS. 01 }• February 2009 Reorder TJ-4015 1)4' MINIMUM FROM END � ROBERT SILMAN ASSOCIATES S-202 STRUCTURAL ENGINEERS bd University Flace This sheet is intended as a supplement to the iLevel Framer's Pocket Guide, which should be referenced for additional information. New York,NY 10003 RSA#15484 P 212.620.7970 F 212.620.8157 TYP. AT MOMENT PLATE HSS TUBE COLUMN HSS TUBE COLUMN 1„ (SEE PLAN) (SEE PLAN) NEW W-SHAPE e HSS TUBE COLUMN BEAM (SEE TABLE) STANDARD AISC 46p q-mV �p_ A q;p G E T K frn (SEE PLAN) E Krw*WA TO mm' I I SHEAR CONNECTION STEEL PLATE I I I O (SEE TABLE) ( I I I O 0 I I I I � r• �. ✓ 2 STANDARD I I I J O 31, AISC SHEAR I I I I • YOUNGS ROAD 91 &--- CONNECTION I ORIENT 3„ I I4A.M SOLID SHIM PLATE TYP. AT SHIM NY 11957'73,'� AS TO NEW W-SHAPE 2" NEW W-SHAPE BEAM EFLANGE WIDTH MATCH BEAM (SEE TABLE) BEAM (SEE TABLE) A—A B—B DATE REVISIONS 3„ TYPICAL DETAIL BEAM TO BEAM 02.27.14 FILING SET 1/2 1 1/2 TYPE 1 MOMENT CONNECTION WITH UNEQUAL BEAM DEPTHS TYPICAL DETAIL ECCENTRIC MOMENT CONNECTION HSS TUBE COLUMN HSS TUBE COLUMN HSS TUBE COLUMN (SEE PLAN) (SEE PLAN) STIFFENER PLATE EACH I (SEE PLAN) W-SHAPE BEAM MILL BOTTOM OF COLUMN SIDE. THICKNESS TO (SEE TABLE) MATCH COLUMN STEEL PLATE I I FLANGE BELOW I (SEE TABLE) I I WF COLUMN, SEE PLANS BEARING PLATE W/ %"0 I OR SCHEDULE FOR SIZE 2" A325 BOLTS (2 EACH SIDE). G I I I ( O LENGTH AND WIDTH AS REQUIRED,if 1j �" 3' STANDARD I I I r. MINIMUM PLATE THICKNESS TO TYP. A l AISC SHEAR I I I I O MATCH FLANGE THICKNESS OF I 3" CONNECTION I I BEAM BELOW O G 21' I I S4EE3a"PLATE � A325 WITH SC W-SHAPE BEAM (SEE TABLE) STIFFENER PLATE EACH SIDE BOLTS (MIN. ). MINIMUM TO MATCH FLANGE THICKNESS PLATE THICKNESS TO OF MATCH FLANGE THICKNESS —A B—B BEAM OWEB NSHALL HAVE LCAPACITY OF BEAM ABOVE TYPE A TO CARRY ENTIRE COLUMN LOAD TYPICAL DETAIL STIFFENER PLATE TYPICAL DETAIL FOR BEAM HSS TUBE COLUMN HSS TUBE COLUMN HSS TUBE COLUMN(SEE PLAN) (SEE PLAN) AT BEAM SUPPORTED COLUMN CONTINUOUS OVER COLUMN ern MM MM (SEE PLAN) W-SHAPE BEAM STEEL TABLE) PLATE 3 3/4" (SEE TABLE) Cui (MIN.) I I I 2 A I � I � �✓ �3- STANDARD I I I I O AISC SHEAR I J 3" CONNECTION Qm 2„ W-SHAPE BEAM NOTE (SEE TABLE) A—A B—B � LF WHERE MULTIPLE TYPE B CONNECTIONS TYPE B FRAME INTO OPPOSITE SIDES OF ONE POST, LARGER PLATE SIZE MAY BE USED FOR BOTH CONNECTIONS. PROVIDE WELD ALL AROUND POST IN THIS SITUATION. STANDARD AISC -SHAPE BEAM, TYPICAL RYALL PORTER SHERIDAN ARCHITECTS MOMENT PLATE I W-SHAPE BEAM, TYPICAL SHEAR CONNECTION (SEE TABLE) (SEE TABLE) (SEE TABLE) 45 WEST 21st STREET lil 4th FLOOR NEW YORK, NY 10010 — — — — — — -- TEL (212) 254-1175 AFAX (212) 254-1755 I- 1 �,+ O G W-SHAPE BEAMUu Mu JOB NUMBER: 1308 ff\ t, �s I.I SEE TABLE (SEE PLAN) q >—< W-SHAPE BEAM c� DRAWN: KH (SEE PLAN) vo A—A MOMENT PLATE CHECKED: BR TOP AND BOTTOM (SEE TABLE) PRINT DATE: 02.27.14 TYPE C �'OS553 SCALE: TYPICAL DETAIL MOMENT CONNECTION TYPICAL DETAILS ROBERT SILNIAN ASSOCIATES S-203 STRUCTURAL ENGINEERS 88 University Place New York,NY 10003 P 212.620.7970 F 212.620.8157 RSA#15484