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Town of Southold 10/12/2018 3 P.O.Box 1179 0 d' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39966 Date: 10/12/2018 THIS CERTIFIES that the building ALTERATION Location of Property: 1045 Orchard St, Orient SCTM#: 473889 Sec/Block/Lot: 25.-2-20.22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/27/2017 pursuant to which Building Permit No. 41865 dated 8/8/2017 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: ADDITIONS AND ALTERATIONS INCLUDING SUNROOM TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER LANDMARKS PRESERVATION COMMITTEE The certificate is issued to Lamm, Sara&Oselton,Matthew of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41865 10-04-2018 PLUMBERS CERTIFICATION DATED 09-19-2018 B Piecuch ut o ' d ignature SUfEOc,� TOWN OF SOUTHOLD \ BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41865 Date: 8/8/2017 Permission is hereby granted to: Lamm, Sara & Oselton, Matthew c/o Altman Greenfield & Selvag 10960 Wilshire Blvd #1900 Los Angeles, CA 90024 To: additions and alterations to an existing single family dwelling as applied for per Southold Town Historic Preservation Commission Certificate of Appropriateness. At premises located at: 1045 Orchard St, Orient SCTM # 473889 Sec/Block/Lot# 25.-2-20.22 Pursuant to application dated 7/27/2017 and approved by the Building Inspector. To expire on 2/7/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $356.40 CO - O DWELLING $50.00 Tot $406.40 Building I pector l Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. August 2, 2017 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 1045 Orchard Street Orient House No. Street Hamlet Owner or Owners of Property: Sara Lamm & Matthew Aselton Suffolk County Tax Map No 1000,Section 25 Block 2 Lot 20.22 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: John Bassett Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted: $ 5 A'Wjicant gignature OF SO(/l�,o! Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �� �� roger.richerta-town.southold.ny.us �yc0UN1`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Lamm/Oselton Address: 1045 Orchard St City: Orient St: New York Zip: 11957 Building Permit#. 41865 Section 25 Block: 2 Lot: 20.22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME r SITE DETAILS Office Use Only Residential X Indoor X Basement X 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 400a Heat gas Duplec Recpt 45 Ceding Fixtures 20 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 4 Wall Fixtures 11 Smoke Detectors 3 Main Panel 2-20 A/C Condenser Single Recpt 2 Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt 40a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect F2-210 Switches 35 Twist Lock Exit Fixtures TVSS Other Equipment, 2-combination smoke / co detectors, 2-bath fans, range hood, 1-100a generator disconnect,5-ARC fault circuit breakers Notes. Inspector Signature: Date: October 4 2018 81-Cert Electrical Compliance Form.xls SEP 1 9 2018 Town Hall Annex Telephone(631).765,190 54.375 Main Road _ Fax(631174"-9502 -P.0-Box Box 1179 _ Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN-OF SOUMOLD -CERTIFICATION- Date: CERTIFICATION-Date: Building Permit No. Owner Lam w. Ase,J* 'I (Please print) Plumber. rac,Cwl - �� (Please print) I certify that the solder used in the water supplysystemcontains less.than_ 2110 bf 1%-L - lead (Phxmbers-Sigualure} - Sworn to before me this day of 20 TRACEY L. DWYER- NOT'ARY PUBLIC,STATE OF NEW YORK " NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, Notary Public, U County OF SOI/1,�°� # TOWN OF SOUTHOLD BUILDING DEPT. c0urm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: aleG- �� C DATE 2 INSPECTOR �aOE Sopl�o TOWN OF SOUTHOLD BUILDING DEPT. `ycoum a 765-1802 INSPEC ON [ ]- FOUNDATION 1ST [ GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING MARKS: s (14v-- DATE INSPECTOR �o�aOF SOUTyOlo * TOWN OF SOUTHOLD BUILDING DEPT. courn 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]_ OUNDATION 2ND - [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL -- t [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL KI G REMARKS: 1�' � ' ----I o L e- tiv\- DATE INSPECTOR ' OF Sotip, # TOWN OF SOUTHOLD BUILDING DEPT. coum" 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ;;FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0� I 1G DATE yJ INSPECTOR hod"XpF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [Oq, ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �6 r INSPECTOR- J.P. HUNTER ENTERPRISES, INC. HUNTER INSULATION ■ HUNTER HARDWOOD FLOORING 675 Elton Street,Riverhead,NY 11901 (63 1)283-4120 fax(631)283-4163 June 22, 2018 D ID92 WE fj:�j JUL 232018 RE: Lamm-Aselton Residence 1045 Orchard St Orient BUILDING DEFT. To Whom It May Concern, The above referenced house was insulated as follows: i Insulate accessible 2nd floor roof with 8" R-30 open cell foam. Insulate walls with 3" closed cell foam R-21. Insulate basement ceiling with 6" R-19 reversed, secured with tigers teeth. Sound deaden between floors with 6" fiberglass sound batts. Sound deaden all interior walls with 3 %" fiberglass sound batts. Low expansion foam at windows and doors. Fire caulk all penetrations as per code. Sincerely, Kenneth BraunerF-D Ar? F N A.9J� 038683 OF NE`s y FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ------------------------------------- FOUNDATION 2ND v' z Iv tib, r aye/ O" . O � `U,\ ROUGH FRAMING& J y � PLUMBING Rev t P INSULATION PER N.Y. ` H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS o P -, g® o Qao c' c) l n- e lQ—CAY-le, IDCA Y 150 - 4- S j+ TO S � b y y r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 1 BUILDING DEPARTMENT Do you have or need the following,before applying9 r TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 t Survey SoutholdTown.NorthFork.net PERMIT NO. ` Check Septic Form N.Y.S D E.C. Trustees C O.Application Flood Permit Examined 20 D [ECIEDIVE Single&Separate DStorm-Water Assessment Form MAR 3017 Contact: Approved Mail to Disapprov c D�G O Phone. Expiration ,20 ® OLD g Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Pen-nit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicanI or name,if a corporation) tw-b -ItL, str&a* ac, grook%L1 N1 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Ay-J^ ut Name of owner of premises NU 4 kf-w AseRo vk Si (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 proosed work will be done: IOLM Oravd SJCreOy-aCLA' House Number Street Hamlet County Tax Map No. 1000 Section c9 S Block d Lot 9 Q•aa. . a •� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction a Existing use and occupancy '�4h1Q V- Ami Ow ei(.Ci b Intended use and occupancy S i V\.,A!*- P," wQ,(,(,( 3. Nature of work(check which applicable) New Buildmg Addition Alteration ✓ Repair ✓ Removal Demolition ✓ Other Work (Description) 4 Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor NA 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 a�'?jn Rear e7G!' 3" Depth r;lcl' 1%I Height c24' M&K. Number of Stories a Dimensions of same structure with alterations or additions: Front a$' ?jRear *r7'5%4 Depth 5,9' 1" Height c94' WX Number of Stories a 8. Dimensions of entire new construction:Front 19 11;�i, Rear a 5'3 Depth 5Q.1 e Height C-}' 0ANY- Number of Stories a 9. Size of lot:Front 1927' Rear (93' Depth O50' 10 Date of Purchase 12119,12012 Name of Former Owner FRvbtr} Tddd 1�uck\ebe�r 11 Zone or use district in which premises are situated R—L4 0 12 Does proposed construction violate any zoning law,ordinance or regulation?YES_NO ✓ • 13.Will lot be re-graded?YES_NO ✓Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises Address Phone No Name of Architect Address Phone No Name of Contractor Address Phone No 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO ✓ *IF YES,SOUTHOLD TOWN TRUSTEES&D E.C.PERMITS MAY BE REQUIRED. b Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED 16.Provide survey,to scale,with accurate foundation plan and distances to property lines r�e�t 17 If elevation at any point on properly is at 10 feet or below,must provide topographical data on survey a®t•%� 18.Are there any covenants and restrictions with respect to this property?*YES NO .01 3013 t,Y *IF YES,PROVIDE A COPY. Z AlIAIIFIED IN °{, o Kt1�tli8 COUNTYi �� STATE OF NEW YORK) COkA#�.EXP' J '� r ,0411412 SS: COUNTY COUNTY OF �r�"9j ,'••AliB..... C—_\iq'e A2JG QOW rk"S being duly sworn,deposes and says that(s)he is the applicant 011��4 (Name of i dividual signing contract)above named, (S)He is the Ae k I (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. SwW to before me this da of 20 _7L Notary Public Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 4, 2017 TO: Elizabeth Roberts,Architect(Lamm/Aselton) 168 7t' Street, 3C Brooklyn,NY 11215 Please take notice that your application dated March 27, 2017 For permit to make additions and alterations to an existing dwelling and convert an existing accessory building into a pool house at Location of property 1045 Orchard Street, Orient,NY County Tax Map No. 1000—Section 25 Block 2 Lot 20.22 Is returned herewith and disapproved on the following grounds: The proposed construction on this conforming 1.15 acre parcel in the R-40 District is not permitted pursuant to Pursuant to Section 170 of the Southold Town Code. The proposed construction is subject to Historic Preservation Commission approval. Furthermore, the proposed accessory conversion to a"pool house"is not permitted pursuant to Article III, Section 208-13.A., "Permitted Uses." "(1)One-family detached dwellings,not to exceed one dwelling on each lot." The vroivo e onstructi n creates a second dwelling unit in the accessgn building. ------------ u onzedgna Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Cc:File, ZBA, HPC gUEFO��-coGy - WDoi James Garretson,Chairperson y • !�F Town Hall Annex Anne Surchin,Vice Chair 'f1Q1 ��� 54375 Route 25 Donald Feiler PO Box 1179 James Grathwohl Southold,NY 11971 Robert Harper Fax(631)765-9502 Gary Parker Telephone: (631)765-1802 w Edward Webb ww.southoldtownny.gov Damon Rallis,Administrative Assistant Town of Southold Historic Preservation Commission RESOLUTION #7.18.17.1 July 18, 2017 Certificate of Appropriateness RE: 1045 Orchard Street, Orient, SCTM# 1000-25.-2-20.22 Owner: Aselton/Lamm RESOLUTION: WHEREAS, 1045 Village Lane, Orient, NY is on the Town of Southold,New York State, and National Registers of Historic Structures/Places, and WHEREAS, as set forth in Section 56-7 (b) of the Town Law (Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Landmarks Preservation Commission prior to the issuance of a Building Permit, and WHEREAS, an application to make additions and alterations to an existing single family dwelling, as well as to an existing accessory building was submitted to the Southold Town Historic Preservation Commission on July 18, 2017, and WHEREAS, representatives for the applicant met with commission in pre-submission conferences on April 18, 2017; May 16, 2017; and June June 20, 2017; and a public hearing was held on July 17, 2017 and final drawings were submitted to the commission at that time. NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application has met the criteria for approval under Section 170-8 (A) of the Southold Town Code and, BE IT FURTHER RESOLVED, that the Commission approves the request for a Certificate of Appropriateness. MOVER: Webb SECONDER: Grathwohl AYES: Unanimous NAYS: n/a RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: Damon Peter Rallis, Application Coordinator for the Historic Preservation Commission Date: � �� h�o�®gv�Fo�,�cOGs James Garretson,Chairperson Town Hall Annex Anne Surchin,Vice Chair W 54375 Route 25 Donald Feiler �,j, i `�` PO Box 1179 James Grathwohl �Ql �� Southold,NY 11971 Robert Harper Fax(631)765-9502 Gary Parker Telephone: (631)765-1802 Edward Webb www.southoldtownny.gov CERTIFICATE OF COMPLETION October 1, 2018 Aselton/Lamm 1045 Orchard Street Orient,NY 11957 This letter is to certify that you have completed your project to the satisfaction of the Southold Town Landmarks Preservation Commission in accordance with your Certificate of Appropriateness, issued on July 18, 2017. Should you have any questions, feel free to contact me at the number above. Sinc , Damon Peter Rallis Application Coordinator Southold Town Landmarks Preservation Commission f .; Scott A. Russell ,��°Su '� STO]Kl��l WA\TE K SUPERVISOR ' � I��l[A\lam A\G]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' A 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold 0� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS ]PROJECT INVOLVE ANY OF THE E FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑0 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground.surface. ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [:]E] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. 110 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date- District NAME John Bassett 25 2 20.22 Aug 2, 2017 INA Section Block Lot FOR BUILDING DEPA ENT USE O Y=**— Contact Information 718 504-5488 x 113 Releph—Number) Reviewed By: Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — Approved for processing Building Permit. 1045 Orchard Street tormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — Orient, NY 11957 ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 11 SMCP-TOS MAY 2014 sorry® - �o Town Hall Annex l Telephone(631)765-1802 54375 Main Road H765- P.O.Box 1179 • OQ roger.riche rt(C-tm�aownx(631).sout95o15.ny.us Southold,NY 11971-0959 COU BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: , ITI-1 Date: -�o-� Company Name: Name:- License ame:License No.: -3q69, _M ir Address: - 13 0 Cerwie'f5 9D Phone No.: (9.31 - ')(z5,- o(q,2 JOBSITE INFORMATION: ('Indicates required information) *Name: f,,�}n�l a1 I ASc WoAj (beS lorwce- *Address: / y� OXC04AQ cI/liC-4--r *Cross Street: *Phone No.: Permit No.. J - ---- '`, SS 1 (12 Tax Map District: 1000 Sec 'on: IJ Block,"' Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: 0 1 hanT350 Final *Do you need a Temp Certificate: CeYE7SNO - Temp Information eded) r I*Service Size: 1 Phas 3Phase 1 400 Other *New Service: e-connect Underground tuber of Meters ange of Sere' a verhead Additional Information: PAYMENT DUE WITH APPLICAT 82-Request for Inspection Form �` �� Town Hall Annex Telephone(631)765-1802 54375 Main Road x Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 t BUILDING DEPARTMENT NOTICE OF.UTILIZATION OFTRUSSTYPE CONSTRUCTION, PRE-ENGINEERED - WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: . August 2, 2017 Owner- Sara Lamm & Matthew Aselton Location of Property:,- -1045-Orchard Street, Orient NY 11957 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) x Timber construction (TC) in the following location(s) (check applicable line)-: Floor framing, including girders and beams (F) Roof framing (R) x Floor and roof framing (FR) Signature: Name (person submitting is form):.__ John Bassett Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 o�suFFOUrcp� , ,rte BUILDING DEPARTMENT-Electrical Inspector cm TOWN OF SOUTHOLD ca o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 , Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # 7,56 Date IA(1�y g 2018 Customer NameG414� 7 O1,f Electrician Name fizammaN r Address ( 5- Gam' Sr Phone o/- — Z4 e-mail a-mail t�icJr�wr�yre,T ov �"✓ Phone License# 46 j r Size dO A Phase Overhead Underground 9:::�_ #of Meters Remarks `x 404 aoa6 #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of'Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veritication is valid for 90 trom the date above. Authorized by ,r TRANSMITTAL To: Elizabeth Roberts Architecture 168th 7th Street, Unit 3C Brooklyn,NY 11215 718-504-5488 ext. 113 Attn: John Bassett From: Steven D'Antonio Date: 8-7-17 Job No: 1736 Re: 1045 Orchard St, Orient Remarks: (4) sets of(11) DOB House Filing drawings on 12x18 signed and sealed. [44 sheets] D'Antonio Consulting Engineers, P.C. 30 West Waukena Avenue Oceanside,NY 11572 516 594-4284 Fax: 516 594-4287 APPY OVER A NOTED DATE ` B.P. I S RETAIN STORM WATER RUNOFF FEE: BY:®� PURSUANT TO CHAPTER 236 NOTIFY BUILDING DEPARTMENT AT OF THE TOWN CODE. 765-1802 8 AIM TO 4 PM FOR'THE OCCUPANCY OR FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED USE IS UNLAWFUL FOR POURED CONCRETE 2. ROUGH - FRAMING &' PLUMBING WITHOUT CERTIFICATE 3.4 NAL - CONSTRUCTION .MUST OF OCCUPANCY BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES'OF NEW YORK STATE. NOT RESPONSIBLE FOR U�NBER C,ERTIF/C,4TlON DESIGN OR CONSTRUCTION ERRORS. ONL00=60)V TB&ME CERT '&tFo_CcupmCY S tlSE®S itYA1EA V411 Ti-IALL GODES OF S�P�YSiiC�A�MQT �vcUt � _xrE , TWcqIE S - I PLUMBING nwi dUl +f �AI:+=i3Tt�I ALL PLUMBING WASTE 8,WATERLINES NEED _ TESTING"BEFORE COVERING �•�c. l ELECTRICAL INS PECT 0 a RE E0 TRUSS PLACARDING REQUIRED PROJECT DESCRIPTION DEMOLITION NOTES PROJECT ALTERATIONS TO AN EXISTING DWELLING UNIT WORK WILL CONSIST OF 1 THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF LAND NOW OR FORMERLY OF GENERAL CONSTRUCTION AND PLUMBING,AS PER PLANS SUBMITTED THERE IS ALL-APPLICABLE FEDERAL,STATE AND LOCAL SAFETY AND HEALTH TABOR LAND LLC LEGEND �n a w NO CHANGE TO USE,BULK,EGRESS OR OCCUPANCY UNDER THIS APPLICATION. REGULATIONS REGARDING THE DEMOLITION OF STRUCTURES INCLUDING 00"E �\v/)�\v/� ANSI/NFPD 241-BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS N82'05' N87°47'30"E 152 26' D PROPERTY LINE 2 THE CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND 40 00 __ --- G E N E R A L N O T E S REMOVAL INDICATED ON THE DRAWINGS AND AS MAYBE REQUIRED BYTHE °" �` ASELT®f� WORK.ALL WORK SHALL BE DONE CAREFULLY AND NEATLY,INA SYSTEMATIC EXISTING ACCESSORY 1 ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE TOWN OF 4 FOOT HIGH MANNER IPOOL WIDSWIMMING a CHAIN LINK FENCE RESIDENCE FOOTHOLD BUILDING CODE,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY POOL WITHFENCE TO V� 1\J REQUIREMENTS,AND BEST TRADE PRACTICES 2 THE CONTRACTOR SHALL PROVIDE INTERIOR SHORING,BRACING,OR CODE-NO CHANGE :es' ,° 2 STORY TEMPORARY SUPPORTS TO PREVENT MOVEMENT,SETTLEMENT OR PROPOSED FF 16 4' r° FRAME RAGE + 2 BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE AND OBTAIN ALL Ff 18]' a a ------- SCOPE OF WORK COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND CONSTRUCTION TO m, .„ ORI ORCHARD STREET REQUIRED PERMITS AND ALL OTHER APPROVALS AS REQUIRED,AND PAY ALL EXISTING ACCESSORY a.,., FOR THIS PERMIT ORIENT,NY 11957 FEES REQUIRED BYTHE GOVERNING NEW YORK STATE AGENCIES. REMAIN STRUCTURE-SEE APPLICATION 3 THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION SEPARATE PERMIT z STORY' 3 THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE SET FOR PROPOSED FRAME ° FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF THE WORK LOCAL AUTHORITIES THE CONTRACTOR SHALL COMPLY WITH ALL TOWN,STATE, CHANGE TO POOL BARN ARCHITECT ALL OPENINGS IN ANY WALL OR ROOF SHALL BE PROTECTED FROM ALL HOUBE FF 16 8' AND FEDERAL REGULATORY AGENCIES HAVING JURISDICTION OVER THE WORK CD 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL FORMS OF WEATHER OR WATER PENETRATION CD4. ELIZABETH ROBERTS REMOVE ALL PARTITIONS AS INDICATED ON THE DRAWINGS WITH DASHED ; I CN CONDITIONS AND MATERIAL WITHIN THE PROPOSED CONSTRUCTION AREA THEEXISTING LINES REMOVE ALL INTERIOR FINISH SURFACES AND ALL TRIM,ETC CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING NON-HABITABLE cl I M Q ARCHITECTURE& DESIGN FOR ALL STRUCTURAL OR REMOVAL TASKS THE CONTRACTOR SHALL HAVE 5 ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL FULLY ACCESSORY GARAGE 6 a I y n O RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE PROTECTED FROM DAMAGE THE CONTRACTOR SHALLASSUME FULL NO CHANGE 1687TH STREET 3C PROPOSED W I e BROOKLYN,NY 11215 RESPONSIBILITY FOR DAMAGE INCURRED OUTSIDE SCOPE OF WORK AND EXECUTION OF THE WORK THE CONTRACTOR SHALL TAKE ALL NECESSARY 7185045488 PRECAUTIONS TO INSURE THE SAFETY OF THE BUILDING,ITS OCCUPANTS AND SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO THE THE GENERAL PUBLIC DURING CONSTRUCTION OWNER 5 ALL WORK SHALL BE DONE INA FIRST-CLASS WORKMANLIKE MANNER BY 5 PREVENT DAMAGE TO STRUCTURAL ELEMENTS NO STRUCTURAL 9 ELEMENTS SHALL BE REMOVED UNLESS PORTIONS AFFECTED ARE NEW STEPS TO STRUCTURAL ENGINEER MECHANICS SKILLED IN THEIR RESPECTIVE TRADES ADEQUATELY SUPPORTED BY EITHER TEMPORARY SHORING OR NEW GRADE 6. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED YET NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED IN STRUCTURAL ELEMENTS AS REQUIRED TO PROTECT THE STABILITY AND EXISTING TRELLIS-NO J SILMAN INTEGRITY OF THE EXISTING STRUCTURE ALL WALLS TO BE DEMOLISHED CHANGE PROPOSED y THE WORK AND THE AGREED COST OF THE WORK AS IF THEY WERE INDICATEDSTORY O 32 OLD SLIP,10TH FLOOR SHALL HAVE FINISHES REMOVED AND STRUCTURE INSPECTED BEFORE FF zoo. �� o p] NEW YORK,NY 10005 IN THE DRAWINGS COMPLETE REMOVAL. EXISTING CELLAR 0 212 620 7970 7 DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONAL INFORMATION USE 6 NO CUTTING.OR CHANNELING ALLOWED IN HEAVY TIMBER FRAMING ENTRY o ONLY WRITTEN DIMENSIONS IN THE EVENT OFA CONFLICT BETWEEN d- 2 STORY 7 REMOVE OR RELOCATE ALL WIRING,PLUMBING,AND MECHANICAL IXIs TING TWO STORY FRAME DIMENSIONS OR BETWEEN DIMENSIONS AND FIELD CONDITIONS,NOTIFY THE FAMILY DWELLING W HOUSE O ARCHITECT BEFORE PROCEEDING WITH THE WORK EQUIPMENT AFFECTED BY REMOVAL OF PARTITIONS REMOVED PIPES CELLAR , I FF 205 N MECHANICAL ENGINEER 8 ALL DIMENSIONS ARE FROM FINISH FACE TO FINISH FACE UNLESS AND/OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR i 1 OTHERWISE NOTED OR SHOWN. BELOW FINISH SURFACES,AND SHALL BE PROPERLY CAPPED OR PLUGGED z ? R D'ANTON IO 8 REMOVE ALL PLUMBING FIXTURES AND ALL BRANCH WATER,WASTE,AND SCOPE OF WORK FOR THIS 9 THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL PERM ITAPPLICATION-NO CONSULTING ENGINEERS GAS PIPING MADE OBSOLETE CONDUIT, WORK CHANGE TO BULK CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF 30 WESTDE,NY 1 AAVENUE 9 REMOVE ALL ELECTRIC CONDUIT,WIREMOLD,BOXES,AND FIXTURES, OCEANSIDE,NY 11572 ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK NO CHANGES OR ? i SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION OF THE DISCONNECT EXISTING CIRCUITS AT PANEL EXISTING WALK-No N 5165944284 ARCHITECT THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT 10 KEEP PASSAGE WAYS AND EXTERIOR L KE ES'CONTINU S SLY CLEAN CHANGE PROPOSED ei REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB 11 THE ULA CONTRACTOR OF WASTE MATERIALS, SHALL KEEP THE PREMISES FREE FROM O CONDITIONS ACCUMULATION OF WASTE MATERIALS,DEBRIS OR RUBBISH CAUSED BY HIS CONDITIONS SHALL LAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL OPERATIONS DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB 10.THEDIMENSIONS REQUIRED FOR OTHER TRADES,PLUMBING,ELECTRICAL,ETC PROCEEDS AT THE COMPLETION OF THE WORK,HE SHALL REMOVE ALL HIS 11 VERIFY DIMENSIONS GIVEN BEFORE BEGINNING WORK,AND NOTIFY WASTE MATERIALS FROM AND ABOUT THE PROJECTAS WELLASALL HIS ORCHARD STREET TOOLS,CONSTRUCTION EQUIPMENT,MACHINERYAND SURPLUS MATERIALS SC_io zE ARCHITECT OF DISCREPANCIES WHICH WILL ADVERSELY AFFECT THE WORK UTILITIES MUST BE AVAILABLE ATALLTIME 1 PLOT PLAN SCALE 12 WHERE THE ALTERATIONS OCCUR,OR NEW AND OLD WORK JOIN,THE 13 IF THE CONTRACTOR FAILS TO CLEAN UPAT THE COMPLETION OF THE 1132-1'o' IMMEDIATE SURFACES,CEILINGS,WALLS,AND ALL FINISH TRIM SHALL BE CUT, WORK,THE OWNER MAY DO SO AND THE COST THEREOF SHALL BE CHARGED REMOVED,PATCHED,REPAIRED,OR REFURBISHED AND LEFT IN AS GOOD A TO THE CONTRACTOR CONDITION AS EXISTED PRIOR TO THE COMMENCEMENT OF WORK CONTRACTOR SHALL MAINTAIN A COMPLETE AND CURRENT SET OF DRAWINGS, SMOKE AND CARBON MONOXIDE P L O T P L A N N O T E S SITE DATA CONSTRUCTION SKETCHES,AND SUB-CONTRACTOR SHOP DRAWINGS AT THE D E T E C T O R N O T E S JOB SITE AT ALL TIMES PLOT PLAN MAP INFORMATION TAKEN FROM SURVEY DONE BY JOHN C ZONE R-40 13 CONTRACTOR SHALL CARRY LIABILITY INSURANCE TO PROTECT OWNER AND 1 A SINGLE STATION SMOKE DETECTOR SHALL BE INSTALLED IN EACH EHLERS LAND SURVEYOR TOWN OF SOUTHOLD ARCHITECT,AND WORKMAN'S COMPENSATION IN AMOUNTS AS REQUIRED BY LOCATION SPECIFIED ON THE PLANS,AND IN EACH OF THE LOCATIONS #1045 ORCHARD STREET,ORIENT,NY 11957 LAW COMPLETED INSURANCE COVERAGE AND WORKMEN'S COMPENSATION DESCRIBED BELOW SUCH DEVICE SHALL BE DESIGNED AND INSTALLED SO LOT CODE EXISTING PROPOSED INSURANCE COVERING ALL EMPLOYEES OR PERSONS SHALL BE MAINTAINED,AS AS TO DETECT SMOKE AND ACTIVATE AN ALARM,BE REASONABLY FREE FROM SURVEY OF PROPERTY SITUATED IN ORIENT,TOWN OF SOUTHOLD,SUFFOLK AREA 40,000 48,317 NO CHANGE LONG AS THE CONTRACTORS OR SUBCONTRACTORS ARE ENGAGED IN THE FALSE ALARMS AND PROVIDE VISIBLE INDICATION THAT THE ALARM IS COUNTY COVERAGE 20% 8%(3,725 SF) NO CHANGE PERFORMANCE OF THEIR WORK THE COMPLETED OPERATIONS COVERAGE ENERGIZED SUCH DEVICE SHALL BE DIRECTLY CONNECTED TO THE FRONTAGE 193 93' NO CHANGE WILL BE MAINTAINED FOR ONE-YEARAFTER COMPLETION OFALL WORK LIGHTING CIRCUIT OF THE DWELLING OR ROOMING UNIT WITH NO SC TAX MAP IJD 1000 SECT 25 BLOCK 2 LOT 20 22 14 CONTRACTOR SHALL FULLY GUARANTEE FOR A PERIOD OF ONE YEAR HIS INTERVENING WALL SWITCH AND SHALL PROVIDE A WARNING SIGNAL HOUSE WORK AND THE WORK OF HIS SUBCONTRACTORS CLEARLY AUDIBLE&VISUAL IN ALL SLEEPING QUARTERS WITH INTERVENING SURVEY DATED APRIL 10,2017 MAX HEIGHT 35' 22' NO CHANGE 15 PAVING AND ROOFING SHALL BE GUARANTEED FOR TWO YEARS DOORS CLOSED CORD CONNECTED INSTALLATIONS OR SMOKE DETECTORS FRONTYARD 50' NO CHANGE 16 THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS HE OWNER AND WHICH RELY EXCLUSIVELY ON BATTERIES ARE NOT PERMISSIBLE SUCH FEMA NOTE TOTAL SIDE YARD 35' NO CHANGE ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINSTALL DEVICES SHALL EITHER BE APPROVED OR LISTED BYAN ACCEPTABLE SIDE YARDS 15' 17 3' NO CHANGE CLAIMS,DAMAGES,LOSSES AND EXPENSE INCLUDING ATTORNEYS'FEES TESTING SERVICE OR LABORATORY. - ,PANEL SUFFOLK COUNTY,NEW YORK,TOWN OF FOOTHOLD ACCORDING TO FLOOD INSURANCE ANCE RATE MAP P FOR FOR ARISING OUT OF OR RESULTING FROM PERFORMANCE OF HE WORK PROVIDED 2 HARDWIRED CARBON MONOXIDE DETECTORS SHALL COMPLY WITH LOCAL THIS PROPERTY IS NOT ACCESSORY BARN SUCH A CLAIM,DAMAGE,LOSS OR EXPENSE(A)IS ATTRIBUTABLE TO BODILY LAWS LOCATED IN AN AREATHAT MAY BE AFFECTED BY TIDAL WETLANDS, MAX HEIGHT 22' 22' NO CHANGE INJURY,SICKNESS OR DISEASE OR DEATH,OR TO INJURY TO OR DESTRUCTION 3 THEY SHALL BE PROVIDED AS FOLLOWS FRESHWATER WETLANDS,COASTAL EROSION HAZARD AREA,COASTAL LOT LINE SETBACK OF TANGIBLE PROPERTY(OTHER THAN THE WORK ITSELF)INCLUDING THE LOSS IN EVERY DWELLING UNIT WITHIN FIFTEEN FEET OF THE PRIMARY FLOOD ZONE WITH VELOCITY HAZARD(WAVE ACTION),AREA TO BE SIDE YARDS MIN 15' 28 5' NO CHANGE OF USE RESULTING THEREFROM AND(B)IS CAUSED IN WHOLE OR IN PART BY ENTRANCE OF EACH ROOM USED FOR SLEEPING PURPOSES, PROTECTED BY 1%ANNUAL CHANCE FLOOD BY A FEDERAL FLOOD REAR YARD MIN 15' 194 NO CHANGE PROTECTION SYSTEM UNDER CONSTRUCTIONOR SPECIAL FLOOD HAZARD ssuE ANY NEGLIGENT ACTOR OMISSION OF THE CONTRACTOR OR SUBCONTRACTOR - WITHIN EACH ROOM USED FOR SLEEPING PURPOSES, , ' No DATE DESCRIPTION ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR WITHIN EACH STORY OF THE DWELLING UNIT INCLUDING THE AREA ACCESSORY GARAGE 1 3/28/2017 PRELIMINARY PERMIT SET WHOSE ACTS OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS BASEMENT AND CELLAR R E F E R E N C E C O D E S MAX HEIGHT 22' 24 5' NO CHANGE CAUSED IN PART BYA PARTY INDEMNIFIED HEREUNDER 4 SMOKE ALARMS SHALL BE BE INTERCONNECTED IN SUCH A MANNER THAT LOT LINE SETBACK z 7/19/2017 LPC PUBLIC HEARING/PERMIT SET 17 ALL MATERIALS REQUIRED SHALL BE NEW AND OF THE BEST QUALITY OF HE THE ACTIVATION OF ONE ALARM OR DETECTOR WILLACTIVATE ALL OF THE INTERNATIONAL RESIDENTIAL CODE 2015 SIDE YARDS MIN 15' NO CHANGE KIND SPECIFIED THE CONTRACTOR SHALL SUBMITALL PRODUCT WARRANTIES ALARMS OR DETECTORS IN EACH DWELLING UNIT IN ACCORDANCE WITH INTERNATIONAL ENERGY CONSERVATION CODE 2015 REAR YARD MIN 15' 15 4' NO CHANGE AND SHALL WARRANTY ALL WORKAS PER NEW YORK RESIDENTIAL BUILDING LOCAL LAWS CODE POOL 18 ALL MATERIALS ASSEMBLIES AND METHODS OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORMWORK,FRAMING,NAILING,BLOCKWORK,AND LIST OF DRAWINGS TABLE R 3 0 1 2 ( l - CLIMATIC A N D G E O G R A P H I C D E S I G N C R I T E R I A TITLE PLACING OF CONCRETE ARE TO BE SUPERVISED BYTHE CONTRACTOR TO ENSURE THEYARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, CLIMATE ZONE4 NOTES PLOT PLAN APPLICABLE CODES AND GOOD PRACTICE DEVIATIONS FROM THE DRAWINGS T-100 00 NOTES,PLOT PLAN,DRAWING LIST > > AND SPECIFICATIONS MUST BE AUTHORIZED BYTHE ARCHITECT EN-1 00 00 ENERGY DM-100 00 DEMOLITION ONALYSIS AND N PLANS CELLAR,1 TONS FLOOR GROUND SNOW WIND SPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD FLOOD D RAW I N G LIST 19 ALL WORK IS SUBJECT TO THE FINAL APPROVAL OF THE ARCHITECT LOAD CATEGORY TEMPERATURE UNDERLAYMENT HAZARDS � '20 THE CONTRACTOR SHALL SUBMIT TO THE DESIGNER ALL FABRICATION SHOP DM-101 00 DEMOLITION PLANS:2ND FLOOR AND ROOF WEATHERING FROST LINE TERMITE DECAY DRAWINGS AND FIXTURE CUTS FOR REVIEW A-100 00 PROPOSED CONSTRUCTION PLANS CELLAR,1ST FLOOR DEPTH 21 THE PREMISES SHALL BE KEPT REASONABLY CLEAN AT ALL TIMES THE A-101 00 PROPOSED CONSTRUCTION PLANS 2ND FLOORAND ROOFAR CONTRACTOR SHALL REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE A-200 00 EXTERIOR ELEVATIONS-SOUTH AND EAST 45 PSF 130 MPH B SEVERE 3'-6" SLIGHT MODERATE] SLIGHT T 11 YES O Cy MODERATEH ,r/ MATERIALS FOR ITS OR SUBCONTRACTORS'WORK AT THE COMPLETION OF A-201 00 EXTERIOR ELEVATIONS-NORTH AND WEST � R WORK CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS,TOOLS,RUBBISH, A-500 00 GENERAL DETAILS-WALL TYPES,KITCHEN FIREPLACE,CHIMNEY TOP (/ A SEA ST�RE DATE 07/17/2017 ETC CLEAN ALL GLASS AND LEAVE WORK BROOM CLEAN A-501 00 GENERAL DETAILS-SUN ROOM FIREPLACE v✓ � 22 PLUMBING AND ELECTRICAL WORK WILL BE CARRIED OUT BY EXPERIENCED A-600 00 WINDOW SCHEDULE AND SPECIFICATION N PROJECT# 1045ORCHARD PROFESSIONALS,LICENSED IN THE FIELDS,AND SHOULD MEETALL LOCAL A-601 00 WINDOW TYPES GOVERNING CODES ELECTRICAL PLANS WILL BE FILED WITH THE ELECTRICAL A-602 00 WINDOW DETAILS DRAWING BY JB CONTROL BOARD LICENSED PLUMBERS AND ELECTRICIANS SHALLARRANGE ICHECK BY ER FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN OFFS S-001 00 GENERAL NOTES AND LEGEND N _ +- 23 THE ARCHITECT HAS NOT BEEN RETAINED TO PROVIDE SUPERVISION S-10000 FIRSTAND SECOND FLOOR FRAMING PLANS 24 THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE AND 5501 00 SUPERSTRUCTURE DRAWING NO 3$6 SECTIONS '9j. � 83 �nQ%' T-100.00 BELIEF AND PROFESSIONAL JUDGEMENTARE IN COMPLIANCE WITH HE RESIDENTIAL CODE OF NEW YORK STATE Q F r v�/� PROJECT LAM M ASELTON Generates! by REScheck-Web Software RESIDENCE Compliance C e rt i f i c ate 1045 ORCHARD STREET ORIENT,NY 11957 ARCHITECT Project 1045 Orchard St- House ELIZABETH ROBERTS ARCHITECTURE&DESIGN Energy Code. 2015 IECC 168 TTH Location: Southold, New York BROOK STREET 3C BROOKLYN,NY 11215 Construction Type: Single-family 7185045488 Project Type, Alteration Climate Zone. 4 (5572 HDD) STRUCTURAL ENGINEER Permit Date: Permit Number SILMAN 32 OLD SLIP,10TH FLOOR Construction Site: Owner/Agent: Designer/Contractor: NEW YORK,NY 10005 212 620 7970 MECHANICAL ENGINEER • D'ANTONIO CONSULTING ENGINEERS 30 WEST WAUKENAAVENUE OCEANSIDE,NY 11572 516 594 4284 Envelope Assemblies Perimeter Wall-Wood Frame,16in.o.c. 485 23.0 0.0 0.055 8 Window:Wood Frame,2 Pane w/Low-E 347 0.280 97 SHGC:0 24 Ceiling:Cathedral 400 30.0 8.6 0 026 10 Compliance Statement: The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements In REScheck Version 5.5 0 and to comply with the mandatory requiren en listet In 1he REScheck Inspection Checklist. Name-Title Signa re Date ISSUE NO DATE DESCRIPTION 1 7118/2017 LPC PUBLIC HEARING!PERMIT SET Project Title: 1045 Orchard St-House Report date: 07/17/17 TITLE Data filename: Page 1 of 9 ENERGY ANALYSIS AND INSPECTIONS E D AR,pc_y� �v ^ GN R DATE 0711712017 NOTE PROJECT# 1045 ORCHARD EF CECK ASSEMBLY TYPES PER WALL TYPES, V C N SEE A-500.00 DRAWING BY JB NYC ENERGY CODE COMPLIANCE STATEMENT * I - CHECK BY ER "TO THE BEST OF MY KNOWLEDGE,BELIEF AND N sa DRAWING NO PROFESSIONAL COMPLIANCE WITH THE 2014 014 NYCECC�CATION IS IN 9�� 03$683 �Q� EN-100.00 0F N DEMO PLAN NOTES PROJECT 1 PROTECTEXISTING DOORSAND FINISHES TO REMAIN 2 ALL SERVICEABLE PLASTER WALLS AND MM CEILINGS TO REMAIN LA 3 REPLACE ALL CROWN MOULDING,BASE MOULDING,DOOR,AND WINDOW TRIM 4 ALL DOORS REMOVED DURING ELTON DEMOLITION TO BE SAVED FOR 25'-2• 25'-33/4• ARCHITECTS REVIEW RESIDENCE 1045 ORCHARD STREET ORIENT,NY 11957 SUPPORTS EXISTING TRELLISEXISTING EXISTINGTRELLIS E STRUCTURE TO REMAIN WINDOWS AND SCREENS SUPP _ ' ' - ' -�`� ARCHITECT _ l i I � 17 I +i� II ii I I II ----- � •_T_°�'- __�--_ ___--` '-a- �-- "k PORCH STRUCTURE TO ELIZABETH ROBERTS I r— ------7 I � I'ii --- -- -- — --- I — — lelµ REMAIN ARCHITECTURE&DESIGN 1687TH STREET 3C JP REPLACE EXISTING DOOR BROOKLYN,NY 11215 I I I iei i i l 718 504 5488 REPLACE EXISTING STEPS L____{� I _ r----1 el- STRUCTURAL ENGINEER I ___ _____--_❑_--__________- ___---_ I ❑ ❑ I"{ SUN ROOM I EXISTING BEAM r---- DEMOLISH STONE FLOOR Ie1 I I I I-` SILMAN I I — I L---------J 32 OLD SLIP,10TH FLOOR NEWYORK,NY 10005 212 620 7970 iyI--,I� REMOVE EXISTING WALL CAPAND i li r_________ ____� i '`. EXISTING lel REMOVE l II ` 1 101 CELLAR STAIR ili EXISTING i ii ioi MECHANICAL ENGINEER ENTRANCE 1----- RADIATOR l ll LP + i _ _ ----_j _______________________________ TO REMAIN J�L__e__ -__ _____T1 ________ _.�r.l_ _r _2__�__� _____ I ❑ -- �.�t+x�s------ �______= D'AN TO N I O r--- EXISTING BEAM I y , ____ /i l 1 z CAP AND REMOVE ALL EXISTING WC i REF i DW PLUMBING FIXTURES,FITTINGS CONSULTING ENGINEERS i I h i (r--1� AND FINISHES 3 E ESLTTW,NY N 672 ENUE O I \ / v\�`,i i l_°J i�_____ .� CAP AND REMOVE:�,�' 51659442 84 ¢ I I l EXISTINGI Oa I _ r- -�I RADIATOR] pN I I - ,k CAP AND CAPAND'WX BENEATH SINK OPEN STORAGE REMOVE REMOVE �-,�C,,y',I REUSE EXISTING EXISTING EXISTING EXISTING •,j j ^"-.^ LACANCHE RANGE IN SAME RADIATOR RADIATOR { - I- LOCATION RELOCATEAND GENERATOR I•I KITCHEN ilk PROTECT DURING DEMO TO REMAIN CAPAND i iy-;,' ? AND CONSTRUCTION I REMOVE I EXISTING e REBUILD CHIMNEY RADIATOR I I 1 FOUNDATION SEE h 4-j CAPAND i l r---_� I STRUCTURAL DRAWINGS 7 REMOVE I i FOR MORE INFORMATION i---- 1 i 1�,EXISTING J // i I RADIATOR I �______ EPLACE STING ii i I D W L-- iI--- ------------ t ��4 FLOORTHROIUGHOUT� i iy'�Xq� ----------------- --------i �r------ —I --- ------------- I i 1 II I 1�------�------�------------- LD L__�l i I I I -DEMOLISH��-`i EX STTING CHIMNEY IN I SAME II I O \ LOCATION LIL HW HEATER I I I I BOILER I / / \ \ i i '-_ LIVING ROOM i i REPLACE EXISTING l REPLACE AND IM FLOOR THROUGHOUT I I L---J I I REMOAND VE RIOR WINDOWS AND TRIM 1-k EXISTING I I I I I RADIATOR ON I I I I � DINING ROOM 1 CAP ELECT 'I PANEL m _ CRAWL SPACE I I / I WELL / I i GAS O10 __ i 1 REMOVE NONSTRUCTURAL I METER l _ __ WALL ALONG STAIR i REBUILD STAIR IN EXISTING \L----------- I UP I ---- Ir i i I i LOCATION ISSUE _____ ___ ____ NO DATE DESCRIPTION / I UP L J l�' - ---- EXISTING PORCH DECK, 1 3/28/2017 PRELIMINARY PERMIT SET CL H FOYER ' -_ -__- - -_----- WALLS,COLUMNS,AND L----------J II,. -- --_ - --= ROOF STRUCTURE TO 2 4/18/2017 LPC PRESUBMISSION CONFERENCE REMAIN PROTECT DURING 3 5/16/2017 LPC PRESUBMISSION CONFERENCE II DEMO AND CONSTRUCTION 4 7/18/2017 LPC PUBLIC HEARING I PERMIT SET -__- ----- - -_--- _- - __ EXISTING WOOD DOORS AND SCREENS TO REMAIN 27-6• _---_ _--_ - ---"-_:_ --- PROTECT DURING DEMO TITLE �� AND CONSTRUCTION DEMOLITION PLANS. LEGEND ---- - -� - - 0_ -=_-- - _ _� CELLAR & 1 ST FLOOR I EXISTING TO REMAIN Il EXISTING FOUNDATION �RED ARC AND FOOTING ABOVE �� A � U � DATE 07/17/2017 __ TO BE DEMOLISHED " OJECT# 1045 ORCHARD 'TJ7n11 NEW PARTITION D \WING BY JB NEW FOUNDATION AND ICK BY ER ___ FOOTING ( - CELLAR FLOOR DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN D WING NO 038683 y0�" M-100.00 �0 PROJECT DEMO PLAN NOTES 1 PROTECT EXISTING DOORS AND FINISHES TO REMAIN LAMM 2 ALL SERVICEABLE PLASTER WALLS AND CEILINGS TO REMAIN 3 REPLACE ALL CROWN MOULDING,BASE MOULDING,DOOR,AND WINDOW TRIM 4 ALL DOORS REMOVED DURING AELTON DEMOLITION TO BE SAVED FOR ARCHITECTS REVIEW RESIDENCE 1045 ORCHARD STREET ORIENT,NY 11957 DEMOLISH AND REPLACE RAISE EXISTING SUN EXISTING ROOF ROOM ROOF 12"MAINTAIN `'• PI EXISTING TRELLIS TO REMAIN T----------------------------- rT� - C)z ;I EXISTING TRELLIS TO REMAIN i7❑j______________-_--_-------------_--T----___----__-------------- _______C,z EXISTING PITCH ARCHITECT — ) _______ ________________________ _______T� _ I I -1�f ELIZABETH ROBERTS 21- ii I I I I I �t-1=I 11 1 I IH ii T & DESIGN 168 7TH BROOKLYN,NY STREET1 15 718 504 5488 I I EX ROOF 1 1 EX ROOF I I I; ! I tEX ROOF_ I I EX ROOF I I PITCH i 1 i PITCH ili II I}I PITCH t I I - — �Ij REPLACE ALL GUTTERS �_I I I I I PITCH AND LEADERS III I ill 1 II g", III IiI i I ili l ill i iit ! I I i 3112_ �l i i¢i i i�- ----- -i i III STRUCTURAL ENGINEER +-' __ ___ _ _ _____--_-_:_ 1 • y_ ___ --__.—_ __ ___ _:'-I. ., 1 REMOVE EXISTING 'r I I 3114a� I I I III I� I I ------ - -- _ _._ _ -=1-j-I 1 I I III II I I 12 i i i I1 i i' i i REMOVE EXISTING ,I i i i i i iii l i i t SKYLIGHT S I LMANSKYLIGHT LL__________ 32 OLD SLIP,10 TH FLOOR ' Y10005 226207970_cq33 433 12 _ 2 I I 1 45 Lij I � MECHANICAL ENGINEER IL i❑ 0 — _--- _� PITCH ANTON I O12 EX ROOF_ oCONSULTING ENGINEERS F 30 WEST WAUKENAAVENU ERADIATORI PITCH TO REMAIN' CL jI liJ OI I I HI I 412 j-' OCEANSIDE,NY 11572 516 594 4284 II ii \ Ii J❑I;lii 12S ______ EX ROOF L-- IIIi CE EXISTING REFINISH EXISTING UTPITCH SKYLIGHTS IN SAME FLOORTHROUGHOCAP AND REMOVE TUB LOCATION \ I I I-1 r-•______J I_ // I 1 I I BEDROOM I l U I I REPLACE EXISTING TOILET IN SAME LOCATION I I I iii EXISTING j RADIATOR' i I ❑ I 1 I II I III 1 - - TO REMAIN' I I 1 REMOVE EXISTING 1 I 1 II `I WC i FLOORING DOWN TO SUBFLOOR REMOVEALL EX ROOF J- 2262• I r 'i i i i HALLWAY i t i --I`�A'`1 I FITTINGS AND FINISHES i i��\ 6 122 PITCH DEMOLISHAND I I __ ❑_ I, I I I 6====- I I I �_ I REBUILD EXISTING DEMOLISH AND I �_� _ LAMP AND REMOVE EXISTING i i i,. 2262• 5 — L_________________� IL_L____ _ REBUILD EXISTING -- --- ---- 1 I _____ CHIMNEY IN SAME L CHIMNEYINSAME i 1i CL ii p �i / zol BREAK I r- , r r LOCATION 12 LOCATION 11 I I O1 REMOVE EXISTING PARTITIONS ❑n I I 0tlt _ a I -T1 I I m l EXISTING RADIATOR i REPLACE ALL EXTERIOR In TO REMAIN BEDROOM CN BEDROOM - 1 WINDOWS,DOORTRIM AND RIDGE BASEBOARDS RIDGE I REFINISH EXISTING FLOOR THROUGHOUT wS aw �� f REMOVE EXISTING I JP 7Fi i NON-STRUCTURAL WALL I I L-___---1 ---------T 1 ISSUE I EX ROOF EX ROOF 1❑ REMOVE EXISTING HEADERI ROOVI -F PITCH PITCH I -I, NO DATE DESCRIPTION CL i I qOH I i� 1 lo 3/28/2017 PRELIMINARY PERMIT SET 3 1�2' I EX ROOF 2 4/18/2017 LPC PRESUBMISSION CONFERENCE 1 I I 12 46• 46° 12 PITCH Iw I i I ,rQ a I la 3 5/16/2017 LPC PRESUBMISSION CONFERENCE II 4 7/18/2017 LPC PUBLIC HEARING/PERMIT SET , i ah 14 3 12 I� j EX ROOF I PITCH TITLE 14• 3� �Q A I�—ANDOLEADERS UTTERS DEMOLITION PLANS: LEGEND 2ND FLOOR & ROOF r I L_____________________________________________________J EXISTING TO REMAIN RE � � Co EXISTING FOUNDATION �Co SIVA RO AND FOOTING ��^^ -—- ABOVE 11Q� ✓� TORE DATE 07/17/2017 ------ TO BE DEMOLISHED t �L /' � N PROJECT# 10450RCHARD NEW PARTITION I � DRAWING BY JB I NEW FOUNDATION AND I CHECKBY ER —_ FOOTING SECOND FLOOR DEMOLITION PLAN ROOF DEMOLITION PLAN �- DRAWING NO 0386$3 yo DM-101 .00 T�OF NES PROJECT 2g-03,, LAM M 8'-5• g-]• a-5' 25-2^ ASELTON 7y 23'-103. 7Y2. EXISTING TRELLIS RESIDENCE STRUCTURE TO REMAIN 6 NEW IN FOUNDATIONNCRETE D ORI ORCHARD STREET NEW WOOD AND GLASS DOORS ORIENT,NY 11957 r----------------- --- -----� FOR NEW CONCRETE ..P j STAIRS ABOVE SEE STRUCTURAL r-----------------------------I I DRAWINGS FOR MORE C rr �� �� i-¶ Ir_ �� WITH INTEGRAL SCREENS TO INFORMATION 4 < I BACKYARD 1 II \ / II __ 09 08 0 NEW CONCRETE STAIRS ON ARCHITECT O o L J FOOTINGS BELOW FROST LINE I FINISH WITH BLUESTONE TREADS, r------------------------------ �— ;. TYP ELIZABETH ROBERTS NEWWDaDe�RNINGSTGVE ARCHITECTURE&DESIGN I --I--_---' -- - -I'--- -F-t I A NEW WOOD AND GLASS DOOR IN 1687TH STREET 3C I 10 INLAYED�.T.JNE--I-i_----- _-1 _;--_- O6 UP EXISTING LOCATION BROOKLYN,NY 11215 HEARTH _ _.__ . - _,I^ -1 \ 718 504 5488 L I T-1 -! -I—`- - - - - F J o �- !_- __-- _ y-_y__--�-;_- SUNIROOOMy _i__- -_- -_ _ _- NEW RADIANT FLOOR HEATING 6 N N Y - - --I-I-7 ' - _I I _ ` 1- SYSTEM UNDER NEW TILE FLOOR STRUCTURAL ENGINEER I' _❑ _ _ ._- _. CENTER STEPS ON DOOR ABOVE © ❑ _`' —t_ _-_,-I _._'-I ; 1_ EXISTING BEAM _' I- � I 3'.23/• ?_' _.___-'_� -._----_- I --__--._-_ -i_ -� NEW WOOD AND GLASS WINDOWS SILMAN I i24�!' I - SCREENS AT CASEMENTAND I \ I _ _ _ ?_ `_ _i _ _ _ _ / PERIMETER WALL WITH INTEGRAL 1__ y_ �._i, :�- � 32 OLD SLIP,10TH FLOOR 'T 6'-j j-_�`- -- i 21g 'Y•e'' AWNINGWINDOWS NEWYORK,NY 10005 212 620 7970 I I I _ o — �_ MECHANICAL ENGINEER EXISTING BEAM - - - - '-- ------' e _ I'--LL z - - --=\ ----- NEW WOOD AND GLASS DOORS I --- - ------ - �----__=- - - �— 10,E- [_,_i 11 - ta-L � I I�t , _ i tl D ANTONIO Q— s - i ❑ ❑ - --, — I I I tl� I I I I pW I TR I \ 19 II 2 NEW WOOD AND GLASS CONSULTING ENGINEERS I I I I LL I \ PARTITION ABOVE COUNTER 30 WEST WAUKENAAVENUE OCEANSIDE,NY 11572 I l o y 516 594 4284 RELOCATE SINKAND DISHWASHER L----�- ��f9 \ �� KITCHEN I I I CELLARACCESS 106 REUSE EXISTING IN RANGE ` SAME LOCATION GCE TOTO REMOVE 1 I AND PROTECT DURING CONSTRUCTION NEW HOOD E�1 11'-113 REBUILD CHIMNEY FOUNDATION IN 12'I^ SAME LOCATION AS EXISTING SEE GENERATOR I I I STRUCTURAL DRAWINGS FOR ORE __ r J I I INFORMATION /^ 03 I I I 1 -- 1 p W 1 L-- n 1 / 1 Z REPLACE EXISTING WOOD�7 REF -------------- FLOOR THROUGHOUT / NEW STRUCTURAL PARTITION I \/ L---- — I 1 I 1 // I n ---- --- ------------- I m 1 FPI 1 I I I ,� I . I 1 L J 1 1 REBUILD CHIMNEY IN SAME L_ I O I +/ I' 1 12'-5}�i 2-0• 11'-3y^ LOCATION SEE STRUCTURAL HW HEATER I ` \ / I - DRAWINGS FOR MORE INFORMATION JA-500 1 I I r 13 10 I I I 1 LIVING ROOM DN � SITTING ROOM 02 --- --- I 105 I 106 _ I ELECT PANEL CRAWL SPACE / I WELL h / \ I 14 \ s GAS w❑ I a o METER 4 a \L----------- I JP ----------- r is 1 102 16 ISSUE _ _-- L J PWDR Ei I NEW LAV AND WC IN NEW NO DATE DESCRIPTION FOYER - _ _ -__ LOCATION 1 3/28/2017 PRELIMINARYPERMITSET '.. "-•• L-__-_-_--_J 5 :101 ( `\ i' --_-_ 2 4/18/2017 LPC PRE-SUBMISSION CONFERENCE t� 100 ______= 3 5/16/2017 LPC PRE-SUBMISSION CONFERENCE II ------ -- ------- -I DASHED LINE INDICATES EXISTING { - - _ _ 4 7/18/2017 LPC PUBLIC HEARING I PERMIT SET o PATIO DECK ABOVE -— — ---- IFFRONT PORCH- -- ----=—EXISTING EXISTING FRONT PORCH 27-g• T-0• 4•_1'=_ --3.g�/2 -_-_3•-3•_. TITLE PROPOSED _ LEGEND CONSTRUCTION PLANS: EXISTING TO REMAIN LAR, 1ST FLOOR AND FOOTING FOUNDATION c / 23'-0' -—-- ABOVE 2g•-0y. f AP AL DATE 07/17/2017 TO BE DEMOLISHED l /� �N PROJECT# 1045ORCHARD �/ NEW PARTITION �N DRAWING BY JB NEW FOUNDATION AND t FOOTING ,t `� CHECK BY ER CELLAR PLAN 2 FIRST FLOOR PLAN >, v "° "� /L� DRAWING NO 3868 A-100.00 PROJECT LAM M ASELTON INSTALL NEW CONTINUOUS ROOF RESIDENCE RIDGE VENT AT PEAK COMPATIBLE WITH CEDAR SHINGLES,BY COBRA OR EQUAL 1045 ORCHARD STREET ---- - PROVIDE CONTINUOUS DRIP-EDGE ORIENT,NY 11957 FLASHING AT ROOFEDGETO (I 1 EXISTING TRELLIS TO REMAIN _ „_ _ -_ _ - - _ FASCIA BOARD OVER r _ y i!_� y, y�_ _ ,EXISTING TRELLIS TO REMAIN UNDERLAYMENT,UNDER NEW ARCHITECT j :❑ _ _ .-C" ,�,- ,- _ ., - .-,�_- ""rte_" n ❑ ❑ ___ - ___ - _ - ____�_C'f ❑ '>',i-)-..: ,-„<=..{� =F:_-_-�, �--:-r-'----�'-.'`i.-v_ 7 z �..r _ --_- _______---__—_-1-_I� r__a j=,y` ter.-�i��T.f-v:_-1,�"r:--'•Y`-=r -` _-_ _ _ 7 SHINGLES,TYPICAL p ELIZABETH ROBERTS -�= Jam_` ARCHITECTURE&DESI NEW WOOD BURNING STOVEPIPE ~- I' iw lid-.`7+- O - '-'_ +�s.'r•-`3-' _ u __ _�-{" y w GN ;� ❑ Ir" - '_t +.,-+ia -�a• y��' -1 __ �_;s .,�^' _ _ _ •'-��-=r'=j-1 o CHIMNEY I ❑ I-;_v" r - L __ _ _-.,.'~i"c7' ..�-,t i_,'i}7[ ❑ !I - _, rr ,- s- if��Y-.. =^=:f •-f _- _ ^` L 7 - __-- y _ .c _ _ k .f 168 7TH STREET 3C _ _ _t;-t:.;r.�- -t'--it--t —.- -�tk: �-tk-f;_"lv 1=# �t.;`^-`-t,:"•-r= :� `_'- --7 _{__`-, -±'. -r_x.`,y_ r ICE SHIELD PROVIDE 30'MIN WIDE. BROOKLYN,NY 11215 sr_;�`.�.3 L ->;��--Y`:i-'_-,-�i”'�' _'Y,-J-�=1, �� 17T_.a7._ ., s �-f _ �-'=_ _ = -__ y=1 I' �I 1 ,L:=ax-_ 'L^�=L,-,�.:-i,==P.�� _ y- �i'� iy�:h EDGE ICE SHIELD UNDERLAYMENT, 718 504 5488 yZ ,.NEW ROOF I' _- _ PIT H rr; ITc� k r_�l ` 1 }I vaRoax_ l vx� ..�__ �iJ� .•; - -f-._,`= BY WEATHERSHIELD OR EQUAL, G _}_t�- - ¢ "I ' I ---- - ,n �H Y > .1= ,P rcH 3 F r'f=i 1#`kms •,tA `t�,_C;c'",•.;i k IT f-z-.-'�_ 't- -'_, AROUND ENTIRE PERIMETER OF a��-^_r .7.-'-I -r..�1_'"i 1 - _'-(s•.1:i-! _3 '`- -><.,'-F�,:.l J-` I I-rI-- -t=r7,�.,.._l ,=1=ter- ;Y'7I. HOUSE,AND AT ROOF .*-t,.,^n=-1-"=•= -r`�� `ac`s'_�i= -- "'' -- ,=-sk,-z,=='1,' t'.a t`1�'Fn s-_i-�.-4..' t 1-_L,��- -r ^=-i-..` � ":t= -•_ _ `,�yV--�-^= `r3" _ ¢=_ �-_ --;. _:-L' ='„`k_t`_.1 INTERSECTIONS,VALLEYS AND -_-_-_ _ �I��y ,"i -=' L-'"t�_'' -{:�'- .-_(`_�,t�.t -�i=f'u' '�-'r3==- BREAKS MUST BE OVER EAVES STRUCTURAL ENGINEER 7- - - -__ '- -._ _.�-„- .J� -,�l?_, 4-rr = -~•;;! T4 -r4r.---=ii-_ _ J - _ _ -�,� �14pi=;�_ �.k�_..� =r - to _",_-'� - X3. 3 _ ,=sk=' '--.-:-:7 - _ -''f-�=:-r--'�.'t+- AND AT LEAST 1'-6'INTO LIVING tin SPACE SILMAN _ � .- '�r-•�- _rid''.-�-w' -� •-;�=?'•-� �'- - _ I I ROOF UNDERLAYMENT PROVIDE �3'�'��`-Y� ''j I' }• .� CONTINUOUS SHEETS,WITH 6°MIN 32 OLD SLIP,10TH FLOOR •-r+.z,-=ivw;-;aYa --,',,'f�-=-•y �r � I �,i _I,i I-,_.�-,_-�- ,_>,-�•- I':; _:G{-:J- -i-���Y•�-�'7?�--F, -. . OVERLAP A - - -' - _ 4 .�"t; •-• =.;-�--p-• .� _�:-��--j`--.- -�:_,�_ _ -;r-r_;., r; (S REQUIRED U NEW YORK,NY 10005 I-- - --�_II }r w i' •_[_L.w F...,,L y{_`1_Li LIL_ _ t -1_ __ - ,_F"1-=-i,=r-'�=}� _i F'_rt_Ir--LCA.,"�k- j:'�r-'I-t-'., `''___- �.1_.-1=' L'�I-+-'-. -�_-'=c!'r-'"z"- '-''-t--,-.f�-s__ MANUFACTURER)"WINOGUARD° 212 620 7970 ,' ' WATERPROOFING UNDERLAYMENT 'I rl-_- --__- _- - - - --1_•-,1-r{` i--L',�'�..I_`_ rt;_l. -i- - ti 1 I 1 ,�� - _ _ ;may PROVIDE FLASHING AND COUNTER _ r l � 't• -,-`L,YI�� :'_cs'_'�r'i-�- --�i= ,`>_- -r,"4_�- �'�'_+�r;k^f'� FLASHING AT ALL ROOF AND �' I .I-`-�-�-_�-`y= �-.`-.t_'_� �-_";'"_- `t-1_,-,_��' ,i-;-"{'-_'jI']-' AT ALLAREAS OF NEW ROOF _i_ =J'-,=_�_ "j ..,.}, s-r-- -I_•-1"Cn._ J �_j__„_� -'-�^-a=,i - FINISHED ROOF SHINGLES ._,-.-.___ =--_=Y'?�--�.-, z�i�1- ' BREAKS,ROOF/WAN INTERSECTIONS. �' II `�_'_-Iliac-il-r_:.�= ="1=._.0 `' -rt_� _ =i:;_i_i -'?-'- '- -C�"t, .'•7:� �I' BREAKS,AND PENETRATIONS '-�-1�-'fin._=-,_-_ - N;,-�_� "� _ _ _ „_��•-F-;1 '_-'�I.,:,, _, 1-_ TAPER-SAWN CEDAR SHINGLES TO MECHANICAL ENGINEER THROUGHOUT,TYPICAL I� MATCH REST OF ROOF ' J -1 P 1'�.rr_ ""-r. - -�-•- �-Y' ,r j•-.-�,; \45. EX.RQQE_ ---_-_-_ 1 0 r --- - DIA Li r — --- 12 PITCH EX ROOFNTONIO DESK 1 ---- I o --J PITCH I w CONSULTING ENGINEERS _-\--- 30 WEST WAUKENAAVENUE 1 10, CL 412 1 OCEANSIDE,NY 11572 516 594 4284 © EX ROOF 12 PITCH MASTER I /4 24 202 3f NEW ELECTRIC RADIANT FLOOR UNDER NEW TILE FLOOR o ©2 30 31 REPLACE EXISTING SKYLIGHTS IN rc I• V s y;E SAME LOCATION AS MBATHRV NEW LAV,SHOWER AND WC 5 2262• o EXROOF I tt PITCH 12 X _ REPLACE CRICKETING AT CHIMNEY PROVIDE 3"OVERLAP AT BASE iI FLASHING EMBED TOP OF BREAK 07 CL CL COUNTER FLASHING AT LEAST I^ _= CL =_ ❑1 2262Q 6 I �•--� / 1 I 12 INTO CHIMNEY MORTAR AND __ - ____ ❑ I 1 PROVIDE AT LEAST 3'OVERLAP �/ 1 HALLWAY 1 \ 1 LLO =}Q w i OVER BASE FLASHING 02 03 201 Q/ 05 i �� ala ccs- JP�'� alx 1 � 1 BEDROOM BEDROOM2 1 1 205 204 1 1 RIDGE 1 25 D'% 21 RIDGE 1 _ EXISTING CEDAR SHINGLE ROOF 1 1 AREA TO REMAIN LL 1 12'-6' 11'-3y 1 O2 1 1 r� of .IK �r 1 REMOVEALL VINYL FASCIAAND a 1 w o Ix SOFFITS REPLACE WITH 1-12' WOOD FASCIA BOARD IF CANNOT REUSE EXISTING NEW SOFFIT TO 1 BE WOOD BEADED AND VENTED 1 01 26 OO~t�1 i SOFFIT `y s- 3_.,., „ :,,a` .••s I?, _ _ _- NEW ELECTRIC RADIANT FLOOR I ISSUE t € V BATH 1 E€ I UNDER NEW TILE FLOOR 1 EX ROOF EX ROOF I i NEW LAV,BATH AND WC TE DESCRIPTION PITCH PITCH 1 1 3128 2017 PRELIM NARY PERMIT SET I I 0 3 1- 2 2 4!182017 LPC PRE-SUBMISSION CONFERENCE EX ROOF 1 Q 12 Lf 42112 1 PITCH o 3 5/16/2017 LPC PRESUBMISSION CONFERENCE II _ 1 12 12 1 ------- ------� "�� 4 71182017 IPC PUBLIC HEARING PERMIT SET ----- 20 '1.3 REPLACE ALL GUTTERS AND --------- --- 5 ---- 12 LEADERS WITH HEAVY GAUGED STEEL HOT DIPPEDWITH ZINC, EX ROOF HALF-ROUND GUTTERS AND PITCH ROUND LEADERS COLOR-BLACK TITLE REPLACE ALL GUTTERS AND 3L' m INSTALL GUTTERS OVER FASCIA LEADERS WITH HEAVY GAUGED 12 ,2.Q o o A BOARD,PITCHED TO LEADER PIPE STEEL HOTDIPPED WITH ZINC, ❑ AS REQUIRED,DIRECTED DOWN PROPOSED HALF-ROUND GUTTERS AND AND AWAY FROM BUILDING LEGEND DE DRIP EDGE FLASHING ROUND LEADERS COLOR-BLACI ROOFPROVIBELOWSHINGLESCONSTRUCTION PLANS. OVER UNDERLAYMENT OFF EXISTING PERIMETER,THROUGHOUT TYPICAL 2ND FLOOR AND ROOF EXISTING TO REMAIN R R EXISTING FOUNDATION R�j• ED q `� AND FOOTING --- --- \ URE DATE 07/1712017 ABOVE „ 2"Y2 /., AP TO BE DEMOLISHED �.1 �� PROJECT# 1045 ORCHARD L{ (n NEW PARTITION DRAWING BY JB 77T1 i � --- NEW FOUNDATION AND I CHECK BY ER FOOTING SECOND FLOOR PLAN �� ROOF PLAN e ,a 1!4'=1'-0" a 1/4°=1'-0' DRAWING NO 9To3g6a3 yon A-101 .00 F �F NE PROJECT LAM M ASELTON - - - - - - ---- - - - - ---- - - - - --- - -- - TO ROOF 22-0' - RESIDENCE - REMOVE EXISTING VINYL FASCIAAND SOFFIT -- REPLACE ROTTED OR DETRIORATED WOOD 1045 ORCHARD STREET FLY RAFTER,FRIEZE BOARD OR ORIENT,NY 11957 BARGEBOARD AS REQUIRED REPLACE SOFFIT WITH TSG BOARDS,PTD INSTALL NEW METAL DRIP EDGE BENEATH SHINGLES OVER SHEATHING,TYP ARCHITECT 21\!D FUR CLG NEW WOOD TRIM AND SILL WHERE ELIZABETH ROBERTS WINDOWS AND STORM WINDOWS ARE TO BE -- 20 ------ REPLACED SEE WINDOW SCHEDULE ARCHITECTURE&DESIGN ---_ R 168 7TH STREET 3C _ - BROOKLYN,NY 11215 REPLACE EXISTING VINYL SIDING WITH WOOD 7185045488 1 CLAPBOARD SIDING TO MATCH HISTORIC STRUCTURAL ENGINEER NO FIN FLR 1ST FLR CLG ------ - ---- = SILMAN REPLACE EXISTING BAY WINDOW SIZE AND15 16 {— _ _ p1 -{- NEW YORK,N 10005 32 OLD SLIP,10TH FLOOR Y GRILLE PATTERN TO MATCH EXISTING SEE —{-- - - EXISTING WOOD CLAPBOARD SIDING TO 212 620 7970 WINDOW SCHEDULE CONTRACTOR TO - {— { REMAIN IN PORCH AREA PROTECT DURING VERIFY DIMENSIONS IN FIELD AND REPORT -- {— { DEMO AND CONSTRUCTION ANY DISCREPANCIES - - - - MECHANICAL ENGINEER -- - - - --- ----- - - - -- -- - - _ — - - - -- ----- -- - ------- - - - D'AN --_- ,LI ST FIN FUR TONIO CONSULTING ENGINEERS r l 1 30 WEST WAUKENAAVENUE OCEANSIDE,NY 11572 L- -J 516 594 4284 ,CELLAR PLR ,LELLAR FUR �1 SOUTH ELEVATION ' 114"=1'-0" ATOROOF22-0' REMOVE EXISTING VINYL FASCIAAND SOFFIT REPLACE p1 ROTTED OR DETRIORATED WOOD FLY RAFTER,FRIEZE BOARD OR BARGEBOARD AS REQUIRED REPLACE - SOFFIT WITH T&G BOARDS,PTD INSTALL NEW METAL DRIP EDGE BENEATH SHINGLES OVER SHEATHING,TYP ------—--- -- --- 2ND FUR CLG 21 2 ISSUE -_ RAISE RIDGE OF SUN ROOM,MATCH NO DATE DESCRIPTION EXISTING PITCH REPLACE ROOF REPLACE EXISTING VINYL SIDING WITH -- -- - ---- - --- - - -- WITH NEW TAPER-SAWN CEDAR PROPOSED NEW TO RIDGE ELEVATION 1 3(28(2017 PRELIMINARY PERMIT SET WOOD CLAPBOARD SIDING TO MATCH __---_ _-___ .--�?r'R d'_' r�_�-•'-M1'•t_-'�-4,'r4�-4+1 .44.id�%-a�rA' SHINGLE TO MATCH EXISTING HISTORIC EXPOSURE DIMENSION,5" ___ -__- �_ 11812017 LPC PRE-SUBMISSION CONFERENCE VERIFY IN FIELD --_--- - -_----- 3 5/18/2017 LPC PRESUBMISSION CONFERENCE II ----- - --__ _ ,�- ..�.+ .�.;� ,.�•> .- -�- __ __-_ __ __— _ __-___ _- �A2ND FIN FUR - 4 7118/2017 LPC PUBLIC HEARING!PERMIT SET REPLACE ALL GUTTERS AND LEADERS WITH REPLACE EXISTING PARTIAL HEIGHT 1ST FLR CLG HEAVY GAUGED STEEL HOT DIPPED WITH - _— WINDOWS NEW FULL-HEIGHT WOOD ZINC,HALF-ROUND GUTTERS AND ROUND WINDOWS INTEGRAL SCREEN AT LEADERS COLOR-BLACK ------- -- OPERABLE CASEMENTS AND AWNINGS TITLE CLAPBOARD SIDING IN COVERED PORCH— ZINC, ORCH REPLACE EXISTING DOOR WITH EXTERIOR ELEVATIONS - AREA TO REMAIN __ _.__ y_ _ __--_ ___ NEW WOOD DOORAND -_----- -- --"�----- -�� _ STATIONARY SIDELITES REPLACE ALL EXTERIOR WINDOWS AND ----- - - -- - -- __ TRIM SEE WINDOW SCHEDULE - - - SOUTH AND EAST NEW CONCRETE STEPS WITH BLUESTONE TREADS _----- -- QST FIN FUR --- -- - -- ,��RE D qRc - - ---- — ----- --- -------- - -- - --- ------- ----- -- - ------- ---- - L n POE LA A f€ DATE 07/17/2017 Ir PROJECT# 1045 ORCHARD - - CELLAR FLR — - - - __ __- DRAWING BY JB � CELLAR FUR CHECKBY ER 2 EAST ELEVATION 1 J N9 3 ja11b 3 1/4"-1-0' DRAWING NO ��OF NE�yo A-200.00 PROJECT LAMM ASELTON • _____._ ._ _ — ____ __ ___ _ — — _ — __ __ ____—__ __ __ — — __ —_ '-____— ._ ._ — __ -- — _. __ _. __—__ ,TOROOF2Z-O' - RESIDENCE xr__ REMOVE EXISTING VINYL FASCIAAND SOFFIT _ —-- — "'= 1045 ORCHARD STREET REPLACE ROTTED OR DETRIORATED WOOD FLY —_ _ ___ REPLACE EXISTING ORIENT,NY 11957 RAFTER,FRIEZE BOARD OR BARGEBOARDAS CHIMNEY MATCH CORBEL REQUIRED REPLACE SOFFIT WITH TBG BOARDS, PATTERN AT TOP SEE PTD INSTALL NEW METAL DRIP EDGE BENEATH — _•- 21A-500 FOR DETAIL SHINGLES OVER SHEATHING,TYP ARCHITECT REPLACE EXISTING WIDOW WITH NEW __-_ — _ '-�= 2ND FLR CLG ELIZABETH ROBERTS WOOD FRAME SEE WINDOW SCHEDULE -- -- REPLACE EXISTING VINYLSIDING WITH --- 23 ___ WOOD CLAPBOARD SIDING TO MATCH ARCHITECTURE &DESIGN -,-� HISTORIC EXPOSURE DIMENSION,5'VERIFY RAISE RIDGE OF SUN ROOM,MATCH I_ IN FIELD _ 168 7TH STREET 3C PROPOSED NEW TO RIDGE ELEVATION EXISTING PITCH REPLACE ROOF WITH --------- — I ---- ——- — �--T_� NEW TAPER-SAWN CEDAR SHINGLE TO --_- BROOKLYN,NY 11215 ®EXISTING TO RIDGE ELEVATION MATCH EXISTING -- — _J -= NEW STOVEPIPE CHIMNEY 718 504 5488 A2ND FIN FLR NEW WOOD CLAPBOARD SIDING TO MATCH STRUCTURAL ENGINEER EXISTING ROOFLINE REST OF HOUSE 1ST FLR CLG p A DASHED LINE INDICATES _ _ -- — SILIVIAN 32 OLD SLIP,10 FL 0/ 08 \\09 NEW YORK NY ppp OOR REPLACE EXISTING PARTIAL HEIGHT WINDOWS �v 212 620 7970 NEW FULL-HEIGHT WOOD WINDOWSAND DOORS SEE WINDOW SCHEDULE -- MECHANICAL ENGINEER NEW CONCRETE STAIR WITH STONE STEPS 1ST FIN FLR -�'- CONSULTING ENGINEERS 30 WEST WAUKENAAVENUE OCEANSIDE,NY 11572 I I 516 594 4284 I I I I I I I I ACELLAR FLR I I I I ArELLAA FLR NORTH ELEVATION . _—___ _ _______ _ ________.__ __ ____ _ ___�— _ __—,T_ _ -______ _ __—. _. —_ �->✓-- ___— _ __ _ _ __�__ __ —___ —_____ _ _ ATO ROOF 22'-0' _ REMOVE EXISTING VINYL FASCIAAND SOFFIT REPLACE ROTTED OR _ DETRIORATED WOOD FLY RAFTER, 30 _ --- FRIEZE BOARD OR BARGEBOARD AS —__ REQUIRED REPLACE SOFFIT WITH T&G BOARDS,PTD INSTALL NEW METAL _ --- —__ DRIP EDGE BENEATH SHINGLES OVER SHEATHING_,TYP_ _ A ._. --- ---- 2ND FLR CLG RAISE RIDGE OF SUN ROOM,MATC — -- ----------- �_� *_- — - ----- EXISTING PITCH REPLACE ROOF ---- NEW WOOD FRAMES WHERE WITH NEW TAPER-SAWN CEDAR S ❑ ❑ - — 25 ____ WINDOWS AND STORM WINDOWS ISSUE HINGLE TO MATCH EXISTING 24 ARE TO BE REPLACED SEE WINDOW SCHEDULE _ NO DATE DESCRIPTION �-•Tr --- , NEW STOVEPIPE CHIMNEY ,,PROPOSED RIDGE ELEVATION —__ --�-'-1-:—�—_-- _ __— 1 3128/2017 PRELIMINARY PERMIT SET _,EXISTING TO RIDGE ELEVATION '-W ,-,u ;.-.• %rl.-,�� ',;r�•v,_�.%;.��,%iia;.- r'+'^;ti'„l,i --_ _—_'-y_. '-.. _ —_ __ —___— REPLACE EXISTING CHIMNEY IN 2 4/18/2017 LPC PRE-SUBMISSION CONFERENCE LOCATION MATCH EXISTING 3 5/16/2017 LPC PRESUBMISSION CONFERENCE 11 — SAME _�_____ — __ __ _ _ ___ _______ ___ —�__ —_.,v." .r-r. •., ". — ,..ar,� _ _-- —__ — _ _ -- _-- _ — — —_._ 4 7/78/2017 LPC PUBLIC HEARING f PERMIT SET _ PROFILE ,L2ND FIN FLA --s— NEW WOOD CLAPBOARD SIDING 1ST FLR CLG____ - —�_._�`_L- __ TO MATCH REST OF HOUSE / _ __ _ —__J.. — =T — _•,_____ _ REPLACE EXISTING PARTIAL 10 \ _ / 11 \ ------ ---_-- — fit _ 14 15 ____.__ _ TITLE HOWSNEW EXTERIOR ELEVATIONS - • FULL-HEIGHT WOOD WINDOWS —, --- REPLACE EXISTING VINYL SIDING, - INTEGRALSCREEN SCREEN AT AT OPERABLE \ --- -.�- T"=y--- —_ --- FASCIAAND SOFFIT WITH WOOD CASEMENTS AND AWNINGS - .______—__ _ fir'r _ — — — CLAPBOARDAND SIDING TO MATCH NORTH AND WEST —'I(,1 r-JP—I HISTORIC EXPOSURE DIMENSION ME .IIL.•Xe�.�ll. VERIFY IN FIELD — —_ _ _ _ —_— — ,�1 ST FIN FLR NEW STAIR WITH STONE STEPS -- - =�-- - �V APV t% IG LI DATE 0111111017 PROJECT# 1045 ORCHARD I CELLAR FLR W DRAWING BY JB —_ CELLAR FLR li ---- - - --L - - - -- -- - -. - -- - --- --- - - - --- - ----- - - --- -- - - -- - - ------- - ----- -- — r — CHECK BY ER Casa �� � DRAWING NO 0__W 114•=1'-0° 7T� 03868``7 �Q� A-201 .00 OF N PROJECT 4 WALL TYPES A-5oa LA �p A CLAY FLUE LINER 'v I'vI MASONRY CHIMNEY BREAST f I I - - - - GYP ASELTON • CLAY SMOKE CHAMBERNON RATED PARTION RESIDENCE 1 LAYER}'GWB I"--i- '----- - -t—'--' FINISH CHIMNEY TBD MTL STUD @ 16'0 C 00< T I ( I 1LAYER`g'GWB CAST IRON DAMPER • 1045 ORCHARD STREET ORIENT,NY 11957 PORCELAIN TILE ARCHITECT STUD CLAY THROAT -- - -----�- --� ---- --- -- ELIZABETH ROBERTS GRILL MECHANISM BY / ATEDPA GRILL MECHANISM BY OTHERS Mn I ( GRILLWORKS N NRR ON- ARCHITECTURE& DESIGN COORDINATE WITH ARCHITECT - I _ 1 1 LAYE TUD @ 1 6'0C I I MINERAL WOOL BATT INSULATION l I 1 I 1 LAVER�'GWB 168 7TH STREET 3C n I I I I BROOKLYN,NY 11215 718 504 5488 I NEW COUNTER-HEIGHT FIREBRICK LINING I I FIREBOXAT EXISTING TILEISTONE I ( CHIMNEY THINSET CEMENT STRUCTURAL ENGINEER BOD MINERAL FIBER INSULATION ( j AR 1 GYP RR q v 3 NON RATED PAON-WET LOCATION SILMAN t`7 TILE/STONE THINSET 32 OLD SLIP,10TH FLOOR k CEMENT BOARD NEW YORK,NY 10005 I MTL STUD @ 16.0 C 212 620 7970 i FIREBRICK HEARTH 1 LAYER?GWB 2'-0"MIN FIREBRICK HEARTH - - - TILE/STONE I MECHANICAL ENGINEER IN�� i 1 iT NEW MASONRY STRUCTURE FOR HEARTH f CEMENT -- i - —1— FIREWOOD STORAGE CEMENT D'ANTONINE i BOARD CONSULTING ENGINEERS 30 WEST WAUKENAAVENUE I I I OCEANSIDE,NY 11572 •1'-8' I I - _ _ - - GYP 516 594 4284 /ANON RATED PARTION-PLUMBING WALL WOOD STORAGE WI PORCELAIN TILE LINING I I I i I TILE/STONE THINSET REPLACE CEDAR ICEMETHINSEDBOARO CLAPBOARO,TYP S.MTL STUD@16'OC 1 I VENTED AIR SPACE NEW BRICK CHIMNEY i—` -� - 1 I 1LAYEROWE IRC CODE COMPUANTWRS PORCELAIN TILE AT FLOOR i I ASPHALT FELT I UNDERLAYMED OR WOOD FLOOR APPROVED EQUIVALENT. j LAPPED Y HORIZONTALLY, � I 6'VERTICALLY EXISTING SHEATHING CEMENTPAD I TO REMAIN J EXISTING WOODSTUD I ASSEMBLYTO REMAIN 1 PLASTER LATH TO REMAIN, MASONRY PIERS AT CELLAR LEVELAS ---------- TYP NEW GYPAS REO, REQ'D FOR SUPPORT OF NEW FIREBOX NEW CEMENT BOARD IN SEE STRUCTURAL DRAWINGS FOR MORE KITCHEN FIREPLACE ELEVATION WETLOCATIONS INFORMATION / 3 1'=1'-0' EXTERIOR PARTITION TILE SE STONE OVER S NEW CEDAR CLAPBOARD T T REPLACE THINLOCATE T S WET EXISTING VINYL-0VER-EXISTING LOCATIONS CLAPBOARD VENTED AIR SPACE NOTE SEE STRUCTURAL DRAWINGS FOR FOUNDATION TWO LAYERS ASPHALT FELT ORAPPROVED YMENT INFORMATION EQUIVALENT ATHINGAOREM EXISTING SHEATHING OOL BATT NS REMAIN TION �� FIREPLACE SECTION MINERALWLASTERLATHT REM EXISTING PLASTER REPLACE WITH AS REQ REMAIN,TYP ~ i"=1'-0" N WET LOCATIONS AS REO 3'CEMED BOARD THIN ET TILE I STONE SPARK ARRESTOR TBD TERRA-COTTA FLUE DRAINAGE MAT r---------- r----------- CLAY FLUE LINER WATERPROOFING I I I I SLOPED MORTAR CROWN I NEW MASONRY CHIMNEY SEE POURED CONCRETE STRUCTURAL DRAWINGS FOR , SEE STRUCTURAL MORE INFORMATION DRAWINGS FOR MORE ISSUE .. INFORMATION NO DATE DESCRIPTION DASHED LINE INDICATES CONCRETE FOUNDATION WALL 1 3/28/2017 PRELIMINARYPERMIT SET r , FOOTPRINT OF EXISTING v DARINAGE MAT CHIMNEY/FIREBOX LIQUIDAPPLIED WATERPROOFING 2 7/18/2017 LPC PUBLIC HEARING/PERMIT SET CONCRETE FIREBRICK LINING AT SIDES AND FLOOR OF NEW �� 1'1• 0 1.1' 4 r l L__=J 1 ` FIREBOX BREAST AS REQUIRED FOR NEW FIREBOX SUPPORT ON NON-COMBUSTIBLE TIRE CONSTRUCTION AT CELLAR HEADER OFF FLOOR JOISTS • AS NEEDED GENERAL DETAILS - o _oo 5-W FINISH TBD WALL TYPES, KITCHEN 0 �� NEW SMOKE CHAMBER� FIREPLACE, CHIMNEY ABOVE FIREBOX TIE INTO 2 EXISTING FLUE CAVITY FLG D/y - -- NORTH/SOUTH ELEVATIONS AT TOP WEST f EAST ELEVATIONS AT TOP \� `H 4RO L CURE DATE 0711712017 A P� `�l%„ PROJECT# 1045 ORCHARD JB NOTE CORBEL STEP DESIGN TO MATCH EXISTING BRICK �LJ EXISTING CHIMNEY COMPLIES WITH -A DRAWING BY(n TO BE RED STANDARD,520D MANUFACTURER GLEN GARY SECTION R1003 9 TERMINATION AND MORTAR GREY TYPE N R100391 CHIMNEY CAPS CHECKBY ER CHIMNEY CORBEL FIREPLACE PLAN ' DRAWING NO � A-500.00 0386$3 SOF NE`s PROJECT VENT CAP AT ELEVATION ABOVE ROOF AS REQUIRED LAMM ASELTON STORM COLLAR AND ROOF BRACES RES I D E N C E ROOF FLASHING 1045 ORCHARD STREET ORIENT,NY 11957 ARCHITECT ELIZABETH ROBERTS ARCHITECTURE&DESIGN 168 7TH STREET 3C ATTIC RADIATION SHIELD BROOKLYN,NY 11215 718 504 5488 MINIMUM AIR SPACE IN ACCORDANCE WITH CHIMNEY LISTING CHIMNEY SUPPORT FIRESTOP STRUCTURAL ENGINEER SPACER SILMAN 32 OLD SLIP,10TH FLOOR NEW YORK,NY 10005 212 620 7970 CHIMNEY CONNECTOR MECHANICAL ENGINEER D'ANTON I O CONSULTING ENGINEERS 30 WEST WAUKENAAVENUE OCEANSIDE,NY 11572 516 594 4284 WOOD BURNING STOVE El __j STONE HEARTH SET FLUSH WITH FLOOR ( WOOD BURNING STOVE SECTION ISSUE / NO DATE DESCRIPTION / U 1 3128/2017 PRELIMINARY PERMIT SET 2 7/18/2017 LPC PUBLIC HEARING I PERMIT SET WOOD BURNING STOVE TITLE � STONE HEARTH SET FLUSH GENERAL DETAILS - WITH FLOOR SUN ROOM FIREPLACE 2--1'CLEAR I DAR - - - RE DATE 0711712017 PROJECT# 1045 ORCHARD DRAWING BY JB CHECK BY ER • so �''7 DRAWING NO WOOD BURNING STOVE PLAN Nq�, 0386a3 y0� A-501 .00 1°=r_p• FOF N WINDOW SCHEDULE SCREENS CASEMENTS/AWNINGS PROJECT ROUGH OPENING FRAME AND LA /�fl /� NO TYPE MANUFACTURER DESCRIPTION/SERIES SASH MATERIAL EXTERIOR INTERIOR GLASS TGRILLES SCREEN HARDWARE REMARKS IVI'VI WIDTH HEIGHT FIRST FLOOR ASE LTO N W01 A LEPAGE WOOD COLLECTION 27° 64" 4-9/16°MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER ON 1/2 SCREEN,CHARCOAL WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN DOUBLE HUNG TOP LITE FIBERGLASS MESH • W02 B LEPAGE WOOD COLLECTION DOUBLE HUNG, 89" 64" 4-9116"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER ON 1/2 SCREEN ON DOUBLE HUNG WINDOWS, WHITE CENTER LITE FIXED MATCH HISTORIC GRILLE PATTERN REFER TO ELEVATIONS FOR PATTERN RESIDENCE PICTURE WINDOW CENTER LITE CENTER LITE CHARCOAL FIBERGLASS MESH WOOD COLLECTION SOL WITH SPACER ON 1/2 SCREEN,CHARCOAL 1045 ORCHARD STREET W03 A LEPAGE DOUBLE HUNG 25" 44" 4-9/16"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER TOP LITE FIBERGLASS MESH WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN ORIENT,NY 11957 W04 A LEPAGE WOOD COLLECTION 25" 44• 4-9116"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER ON 1/2 SCREEN,CHARCOAL WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN DOUBLE HUNG TOP LITE FIBERGLASS MESH ARCHITECT W05 F LEPAGE WOOD COLLECTION 823/4• 861/2• 4-9116"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER SCREENS AT OPERABLE CASEMENTS AND WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN ELIZABETH ROBERTS CASEMENT/AWNING ASSEMBLY AWNINGS,CHARCOAL FIBERGLASS MESH W06 G LEPAGE WOOD COLLECTION FRENCH 82 3/4" 86 1/2" 4-9/16"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER NA TBD PROVIDE FIXED DOOR AS SIDELITES REFER TO ELEVATIONS FOR GRILLE PATTERN ARCHITECTURE&DESIGN SWINGING DOOR WITH SIDELITES 168 7TH STREET 3C WOOD COLLECTION FRENCH OUT SWING SCREEN DOORS,CHARCOAL BROOKLYN,NY 11215 W07 H LEPAGE SWINGING DOORS WITH SIDELITES 101" 86112" 6-9/16"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL W/SPACER FIBERGLASS MESH TBD PROVIDE FIXED DOOR AS SIDELITE REFER TO ELEVATIONS FOR GRILLE PATTERN 718 5045488 W08 I LEPAGE WOOD COLLECTION FRENCH 67' 86 1/2" 6-9/16'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL W/SPACER OUT SWING SCREEN DOORS,CHARCOAL TBD REFER TO ELEVATIONS FOR GRILLE PATTERN SWINGING DOORS FIBERGLASS MESH STRUCTURAL ENGINEER W09 H LEPAGE WOOD COLLECTION FRENCH 101" 86 1/2" 6-9/16•MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER OUT SWING SCREEN DOORS,CHARCOAL TBD PROVIDE FIXED DOOR AS SIDELITE REFER TO ELEVATIONS FOR GRILLE PATTERN SWINGING DOORS WITH SIDELITES FIBERGLASS MESH S I LMAN W10 F LEPAGE WOOD COLLECTION 82 3/4" 86 1/2" 4-9116"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL W/SPACER SCREENS AT OPERABLE CASEMENTS AND TBD REFER TO ELEVATIONS FOR GRILLE PATTERN 32 OLD SLIP,10TH FLOOR CASEMENT/AWNING ASSEMBLY AWNINGS,CHARCOAL FIBERGLASS MESH NEW YORK.NY 10005 2126207970 W11 F LEPAGE WOOD COLLECTION 82314" 86 112" 4-9/16"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL W/SPACER SCREENS AT OPERABLE CASEMENTS AND TBD REFER TO ELEVATIONS FOR GRILLE PATTERN CASEMENT/AWNING ASSEMBLY AWNINGS,CHARCOAL FIBERGLASS MESH W12 A LEPAGE WOOD COLLECTION 301/4" 64" 4-9/16"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER ON 1/2 SCREEN,CHARCOAL WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN MECHANICAL ENGINEER DOUBLE HUNG TOP LITE FIBERGLASS MESH W13 A LEPAGE WOOD COLLECTION 30 1/4" 64" 4-9/16"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER ON 1/2 SCREEN,CHARCOAL WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN D'ANTON IO DOUBLE HUNG TOP LITE FIBERGLASS MESH CONSULTING ENGINEERS WOOD COLLECTION PICTURE 30 WEST WAUKENAAVENUE W14 E LEPAGE WINDOW ASSEMBLY 27" 72• 4-9116•MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER NA NA MATCH EXISTING GRILLE PATTERN REFER TO ELEVATIONS OCEANSIDE,NY 11572 516 594 4284 W15 E LEPAGE WOOD COLLECTION PICTURE 68' 72" 4-9/16•MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER NA NA MATCH EXISTING GRILLE PATTERN REFER TO ELEVATIONS WINDOW ASSEMBLY W16 E LEPAGE WOOD COLLECTION PICTURE 27" 72" 4-9/16"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER NA NA MATCH EXISTING GRILLE PATTERN REFER TO ELEVATIONS WINDOW ASSEMBLY W17 W18 W19 SECOND FLOOR W20 C LEPAGE WOOD COLLECTION69 1/2" 62 1/2° 4-9/16"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER ON 112 SCREEN,CHARCOAL WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN DOUBLE HUNG TOP LITES FIBERGLASS MESH W21 C LEPAGE WOOD COLLECTION 69 1/2• 62 1/2' 4-9/16"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SDL WITH SPACER ON 1/2 SCREEN,CHARCOAL WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN DOUBLE HUNG TOP LITES FIBERGLASS MESH W22 C LEPAGE WOOD COLLECTION 45 1/2" 411/2" 4-9/16"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER NA 1/2 SCREEN,CHARCOAL WHITE DOUBLE HUNG FIBERGLASS MESH W23 D LEPAGE WOOD COLLECTION CASEMENT 57 1/2• 48" 4-9116"MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER SCREENS AT OPERABLE CASEMENTS, WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN ASSEMBLY CHARCOAL FIBERGLASS MESH W24 C LEPAGE WOOD COLLECTION82• 44• 4-9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER NA 112 SCREEN,CHARCOAL WHITE DOUBLE HUNG FIBERGLASS MESH WOOD COLLECTION SOL WITH SPACER ON 112 SCREEN,CHARCOAL W25 C LEPAGE DOUBLE HUNG 69 112" 62 112" 4-9116•MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER TOP LITES FIBERGLASS MESH WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN W26 — EXISTING WINDOWS TO REMAIN ROOF W30 VELUX FIXED CURB-MOUNTED30° 48" ALUMINUM BROWN WHITE TEMPERED LOW-E 272 ARGON NA NA NA ISSUE ALUMINUM NO DATE DESCRIPTION W31 VELUX FIXED CURB-MOUNTED30' 48' ALUMINUM BROWN WHITE TEMPERED LOW-E 272 ARGON NA NA NA 1 3/28/2017 PRELIMINARY PERMITSET ALUMINUM 2 4/18/2017 LPC PRE-SUBMISSION CONFERENCE 3 5/16/2017 LPC PRESUBMISSION CONFERENCE II 4 7/18/2017 LPC PUBLIC HEARING/PERMIT SET WINDOW SPECIFICATION TITLE MANUFACTURER LEPAGE MILLWORK SPECIES MAHOGANY WINDOW SCHEDULE PRODUCTS WOOD COLLECTION DOUBLE HUNG GLASS LOW-E 272 ARGON WITH SPACER AND SPECIFICATION WOOD COLLECTION FRENCH TERRACE DOOR WOOD COLLECTION CASEMENT GLASS SPACER ALUMINUM WOOD COLLECTION AWNING - - MUNTIN 7/8"WOOD SIMULATED DIVIDED LITES-PUTTY GLAZE EXTERIOR,COLONIAL PROFILE INTERIOR WOOD COLLECTION PICTURE \� HARDWARE TBD SI E DATE 07117/2017 \P ^ `, PROJECT# 1045ORCHARD FRAME DEPTH WINDOWS 4-9/16°,DOORS 6-9/16" SCREEN CHARCOAL FIBERGLASS MESH-1/2 SCREEN AT DOUBLE HUNG = DRAWING BY JB EXTERIOR FINISH WHITE JAMB EXTENSIONS NONE I CHECK BY ER nc �� � DRAWING NO INTERIOR FINISH PRIMED CASING/SILL SEE ELEVATIONS A-601 AND DETAILS A-602 O 8683 0 A-600.00 y � N / PROJECT LAMM 7/8' SOL GRI ASELTON J GRILLELE GRI PATTERN J GRILLE PATTERN TO O HISTORIC MATCH C PATT RNO GRILLE PATTERN w w � � FIXED ARCHITECTURAL RESIDENCE �n 1045 ORCHARD STREET w ORIENT,NY 11957 13 OPERABLE 1 3" 1 VARIES DOUBLE HUNG W/ T 1%" 1'-6" 1y' INTEGRAL 3° 1V VARIES ARCHITECT SCREENS,1/2 ELIZABETH ROBERTS Q ARCHITECTURE &DESIGN 168 7TH STREET 3C BROOKLYN,NY 11215 718 504 5488 N � N STRUCTURAL ENGINEER VARIES 2'-1° 3'•6° � 2'� EQUAL VARIES VARIES SILMAN WINDOW TYPE A �❑ WINDOW TYPE B �� WINDOW TYPE C i c 32 OLD SLIP,10TH FLOOR 3/4'=1'-0' 3/4'=1'-0' 374°=1'-0' NEW YORK NY 10005 212 620 7970 MECHANICAL ENGINEER L ❑ D'ANTONIO ` CONSULTING ENGINEERS FIXED 30 WEST WAUKENAAVENUE Ll li Ll 11 li \ � \ CASEMENT OCEANSIDE, NY 11572 \\\ a ❑a❑❑❑ ❑ 7/8"SOL c FIXED GRILLE PATTERN -v OPERABLE ❑ OPERABLE o CASEMENTS CASEMENTS 'v ON BOTH / W/INTEGRAL ENDS SCREENS i 7/8"SDL '••\ % �' GRILLE PATTERN N OPERABLE EQUAL EQUAL EQUAL / AWNINGS W/ INTEGRAL 4'-9Y2' / SCREENS 2'-3" 5'-8" „ 2'-3" 2'-3Yz" 2-3Yz" 2'-6Y2" 7-1'/a" 4 WINDOW TYPE D 4 WINDOW TYPE E �1 WINDOW TYPE F -0' ISSUE INSWING DOOR O \ NO DATE DESCRIPTION 1 3/2812017 PRELIMINARY PERMIT SET 2 5116/2017 LPC PRE-SUBMISSION CONFERENCE 11 :1E 7/8"SOL 718"SDL GRILLE PATTERN ' w GRILLE PATTERN 3 7118/2017 LPC PUBLIC HEARING!PERMIT SET FIXED SIDELITES J J OF DOOR i FIXED SIDELITE ON EITHER SIDE a w TITLE w :1E El WINDOW TYPES TEMPERED J TEMPERED GLASSATALL GLASSATALL LITES �`.w� LITES DA,, C �rw� P(y`I I`6�1+L�D RE DATE 07117/2017 ^ `v/ �✓V "��� L� PROJECT*1046 ORCHARD V 2'-0Yz° 2'-1074° 2'-OYz° 5'-T 2-10° 5'-7' st N DRAWING BY JB 6-11' 8!_5' � I CHECKBY ER WINDOW TYPE G WINDOW TYPE H _WINDOW TYPE I N DRAWING NO -0° 1'-0' 1'-0' u y� 0386S3 y0� A-601 .00 SOF N PROJECT 416' q16• LAMM ASELTON 13q- rn � 1� �a 1 I I g RESIDENCE N 1045ORCHARD STREET ORIENT,NY 11957 W N • g 'a} ' 116• ARCHITECT ELIZABETH ROBERTS ARCHITECTURE & DESIGN VISIBLE VISIBLE 3 6. GLASS 3j" 3 s• GLASS 3,s" 168 7TH STREET 3C FRAME SIZE FRAME SIZE BBD 0L5488NY 11215 `� STRUCTURAL ENGINEER VERTICAL SECTION HORIZONTAL SECTION VERTICAL SECTION HORIZONTAL SECTION SILMAN DOUBLE HUNG PICTURE WINDOW 32 OLD SLIP,1 OTH FLOOR NEW YORK,NY 10005 212 620 7970 �1 WINDOW TYPE A,BAND C WINDOW TYPE BAND E MECHANICAL ENGINEER s D'ANTONIO L\ 11.it 4TH" 4,6" 4t6• CONSULTING ENGINEERS 30 WEST WAUKENAAVENUE 1. J. OCEANSIDE,NY 11572 . 1 k 1 ,�,� 1y' 1y' L slsssaazsa N W N N m y N m y rn >� 2• N>5 2' m >� H 3t�H"All G SS 36 W VISIBLE Z VISIBLE W GLASS 36• GLASS FRAME SIZE FRAME SIZE � � FRAME SIZE � V VERTICAL SECTION HORIZONTAL SECTION VERTICAL SECTION HORIZONTAL SECTION VERTICAL SECTION HORIZONTAL SECTION OPERATING 1 3/4"SASH OPERATING 1 3/4"SASH FIXED SASH FIXED SASH OPERATING 1 3/4"SASH OPERATING 1 3/4"SASH WITH WOOD SCREEN WITH WOOD SCREEN WITH WOOD SCREEN WITH WOOD SCREEN OPERABLE CASEMENT FIXED CASEMENT AWNING 3 _n=' WINDOW TYPE D AND F 3•=1'-0' I IL_ I I I I ISSUE I i NO DATE DESCRIPTION I � y .y 1 3/28/2017 PRELIMINARY PERMIT SET 2 5/16/2017 LPC PRE-SUBMISSION CONFERENCE II Am N j 3 7/18/2017 LPC PUBLIC HEARING/PERMIT SET TTm y I - i 1�}' , w ry __ N U W � f alb -I-- TITLE --------- I-----------6 INTERIOR EXTERIOR I I _--___-----t --- --- WINDOW DETAILS I I I I I I 1H" 16 a I I 1 n I I I I �fsVISIBLE GLASS " j FRAME SIZE D q,4 ���✓ �y�"`H n,[�S� E DATE 07/17/2017 7g. Pv �S �� vPROJECT# 104SORCHARD VERTICAL SECTION HORIZONTAL SECTION WOOD SCREEN WITH ASTRAGAL DRAWING BY JB INSWING FRENCH DOORS CHECK BY ER (SCREEN DASHED) DRAWING NO WINDOW TYPE G,H AND I _ 5 WINDOW/DOOR GRILLE PROFILE,TYP N ��. 038683 o A-602.00 FOF NE PROJECT w �/' A w A GENERAL NOTES FRAMING LUMBER FOUNDATIONS LA �//"\/' 1 ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE 1 ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS* 1 BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING MINIMUM BEARING CAPACITY OF 4000 PSF AS SPECIFIED BY ' " PROJECT SPECIFICATIONS,INCLUDING THE NEW YORK STATE RESIDENTIAL CODE ALL GOVERNING STANDARDS LISTED IN THESE NOTES A AMERICAN WOOD COUNCIL"WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY THE GEOTECHNICAL CONSULTANT ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE ALL ASELTON SHALL BE THE EDITION REFERENCED IN THIS GOVERNING CODE DWELLINGS" NECESSARY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF 2 CONTRACTOR SHALL PROVIDE TEMPORARY SHORING,BRACING,SHEETING AND MAKE SAFE ALL FLOORS,ROOFS,WALLS AND ADJACENT B AMERICAN WOOD COUNCIL"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION;"NDS RECORD SUPPLEMENT DESIGN VALUES FOR WOOD CONSTRUCTION" AND"SPECIAL DESIGN PROVISIONS FOR • PROPERTYASPROJECT CONDITIONS REQUIRE SHORING AND SHEETING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL , 2 DO NOT PLACE BACKFILL AGAINST BASEMEN WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTAINED RESIDENCE ENGINEER LICENSED ENSED IN THE PROJECT JURISDICTION HIRED BY THE CONTRACTOR WHO SHALL SUBMIT SHOP DRAWINGS AND WIND AND SEISMIC" THEIR 26 DAY STRENGTH CALCULATIONS FOR THE OWNER'S REVIEW 2 FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED,SHALL BE SURFACED DRY(EXCEPT STUDS,WHICH SHALL 3 DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE BASED ON LIMITED FIELD BE KILN DRIED)AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE 3 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF X'-X"BELOW FINAL GRADE OBSERVATIONS AND MEASUREMENTS THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY RAFTERS AND JOISTS DOUGLAS FIR-LARCH#21D45 ORCHARD STREET 4 CONCRETE SHALL BE POURED IN DRY EXCAVATIONS CONTRACTOR SHALL NOTE SOIL AND WATER CONDITIONS AS SHOWN BY • ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN BEAMS,GIRDERS AND HEADERS DOUGLAS FIR-LARCH#1 BORINGS INCLUDED IN THE REFERENCED GEOTECHNICAL SUBSURFACE INVESTIGATION REPORT(S)AND DEPTHS OF FOOTING AS SHOWN ORIENT,NY 11957 THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR EVALUATION BEFORE THE AFFECTED STUDS AND PLATES DOUGLAS FIR-LARCH STUD GRADE ON FOUNDATION PLANS CONSTRUCTION IS PUT IN PLACE 3 TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE CONCRETE ARCHITECT 4 THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY THESE NOTES HIGHLIGHT RATHER THAN REPLACE THE POST AND TIMBER DOUGLAS FIR-LARCH#1 CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS FORGUIDANCE SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY CONFLICTS BEAMS AND STRINGERS DOUGLAS Fl1 ALL C R-LARCH1 A AMERICAN CONCRETE INSTITUTE(ACI)'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ELIZABETH ROBERTS 4 ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING,BLOCKING,FIRE STOPPING,ETC,SHALL CONFORM TO THE (ACI 318) WOOD STRUCTURAL PANEL H ATHIN. "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"AND ITS SUPPLEMENTS AND SHALL BE INSTALLED IN B ACI"MANUAL OF CONCRETE PRACTICE'LATEST EDITION ARCHITECTURE& DESIGN ACCORDANCE WITH THE NFPA"MANUAL FOR HOUSE FRAMING"OR THE GOVERNING LOCAL/STATE BUILDING CODE C CONCRETE REINFORCING STEEL INSTITUTE(CRSI)-MANUAL OF STANDARD PRACTICE" 1 PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE END USE "EXTERIOR"(PERMANENT 168 7TH STREET 12 EXPOSURE),OR"EXPOSURE I"(CONSTRUCTION EXPOSURE ONLY) 5 FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF THE GOVERNING LOCAL/STATE BUILDING CODE, 2 UALL NNLESSNOTHERW SE NBE OTEDNORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, BROOKLYN.18545488 88NY 11215 OR THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES 2 FLOOR SHEATHING NOM N4"THICK T&G PLYWOOD(48/24 SPAN RATING),APA STURD-I-FLOOR,OR ADVANTECH SUBFLOOR 6 ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM HANGERS, 3 REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60 OR A775 EPDXY COATED WHEN CALLED MINIMUM 18 GAUGE,INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS OUT ON PLAN REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI"DETAILS AND DETAILING OF REINFORCEMENT 3 ROOF SHEATHING(STANDARD) NOM 5¢"THICK T&G PLYWOOD(48/24 SPAN RATING) (ACI 315), LATEST EDITION STRUCTURAL ENGINEER 4 ROOF SHEATHING(UNDER SLATE OR CLAY TILE) NOM %4"THICK T&G PLYWOOD(48/24 SPAN RATING) 7 WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM,STEEL OR FUTCH-PLATE GIRDER,SET THESE GIRDERS)j- CLEAR WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064,WITH A MINIMUM YIELD STRENGTH OF 65,000 PSI CLEAR(MIN)BELOW TOP OF FRAMING LUMBER,TO ALLOW FOR SHRINKAGE SILMAN 5 WALL SHEATHING(STANDARD NOM Y•THICK PLYWOOD(32/16 SPAN RATING) 8 SND BEARING WALLS ARE TO BE 20 0 16"0 C AT THE INTERIOR AND 2x6® 16"0 C AT THE EXTERIOR,UNLESS 5 REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60 6 WALL SHEATHING(BEHIND SLATE,CLAY TILE,OR MASONRY VENEER) NOM %-THICK PLYWOOD(48/24 SPAN RATING) NOTED OTHERWISE ON PLAN 32 OLD SLIP,10TH FLOOR NEW YORK,NY 10005 7 USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING 9 ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW,WHERE REQUIRED INSTALL ADDITIONAL STUDS 6 COORDINATE SIZE BETWEEN SLEEVES SHALL ATIO6N OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES MINIMUM CONCRETE 2126207970 8 LEAVE J{fi SPACE AT ALL PLYWOOD PANEL END JOINTS AND A"SPACE AT ALL PANEL EDGE JOINTS 10 LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS 7 ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI 9 UNLESS NOTED OTHERWISE,WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS®4"0 C AT EACH SHEET 11 STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES 8 PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS MECHANICAL ENGINEER PERIMETER AND 12'OC ELSEWHERE PROVIDE 2x6 BLOCKING AT ALL FREE EDGES 12 USE DOUBLE STUDS®ENDS OF WALL AND ENDS OF WALL OPENINGS BSLA13S I%" EAMS,COLUMNS 1J¢' D'ANTONIO 10 UNLESS NOTED OTHERWISE,ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS®6"0 C AT EACH SHEET 13 AT THE ENDS OF ALL BEAMS,HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT FOOTINGS 3" CONSULTING ENGINEERS PERIMETER AND 12"OC ELSEWHERE LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4"(NOM)AT INTERIOR WALLS EXTERIOR WALLS 2-FOR#6 OR LARGER, U¢"FOR#5 OF SMALLER 30 WEST LNG ENGI AVENUE AND 6-(NOM)AT EXTERIOR WALLS UNLESS OTHERWISE NOTED INTERIOR WALLS �' OCEANSIDE,NY NA A 11 ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED ADHESIVE AND#8 SCREWS® OCEANSIDE. 11572 6"OC AT EACH SHEET PERIMETER AND 12'OC ELSEWHERE,UNLESS NOTED OTHERWISE 14 USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED 9 SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL NO 284 CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS ENGINEERED WOOD PRODUCTS 15 PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8'OC 10 CLEAN AND ROUGHEN TO Y"AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT 1 WOOD I-JOISTS PROVIDE ENGINEERED WOOD I-JOISTS,SIZES AND SERIES AS SHOWN,AS MANUFACTURED BY WEYERHAEUSER OR 16 BUILT UP BEAMS LESS THAN 8"DEEP SHALL BE SPIKED TOGETHER WITH 2- 16D NAILS®16"OC BUILT UP APPROVED EQUAL INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS, BEAMS GREATER THAN 8"DEEP SHALL BE SPIKED TOGETHER WITH 3- 16D NAILS®16"OC 11 SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS,INSERT AND EMBED ITEMS INCLUDING CONSTRUCTION BRACING,MINIMUM BEARING LENGTHS,WEB STIFFENERS,SQUASH BLOCKS,BLOCKING,KNOCK-OUTS AND 17 WHERE THERE IS NO PLYWOOD WALL SHEATHING,PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF SND WALLS AT 12 REINFORCING DOWELS,WATERSTOPS AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED PRIOR TO CONCRETE HOLES,ETC PLACEMENT 'WET-SETTING"OF EMBEDDED ITEMS IS NOT PERMITTED EACH FLOOR (1"x 4'BRACES LET INTO STUDS AND NAILED AT EACH SND CROSSING WITH 2- 100 NAILS) 2 RIM BOARDS PROVIDE CONTINUOUS 1Y"THICK RIM BOARDS,TIMBERSTRAND LSL AS MANUFACTURED BY WEYERHAEUSER OR 13 WELDED WIRE REINFORCEMENT IN COMPOSITE CONSTRUCTION SHALL HAVE TENSION SPLICES AND BE ANCHORED AT DISCONTINUOUS APPROVED EQUAL INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR 18 WHERE CANTILEVERED BEAMS ARE INDICATED,THE FAR CONNECTOR SHALL BE CAPABLE OF RESISTING AN UPLIFT OF EDGES PLATFORMS 1000 LBS MIN.LINO 3 MICRO-LAM BEAMS PROVIDE ENGINEERED BEAMS,SIZES AS SHOWN,MICROUAM LVL OR PARALLAM PSL AS MANUFACTURED BY 21 NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL WEYERHAEUSER OR APPROVED EQUAL INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS CONCRETE BLOCK AND DETAILS 22 WOOD HEADER SCHEDULE ROUGH OPENING WIDTH HEADER 1 ALL CONCRETE BLOCK WORK SHALL CONFORM TO THE'NATIONAL CONCRETE MASONRY ASSOCIATION TEK MANUAL FOR DESIGN AND 4 GLUED LAMINATED TIMBER(SOFTWOOD) PROVIDE ENGINEERED BEAMS,SIZES AS SHOWN,IN ACCORDANCE WITH ARC 117-04 DESIGN20 WALL 7x6 WALL CONSTRUCTION OF CONCRETE MASONRY,'LATEST EDITION AND"ACI 530-BUILDING CODE REQUIREMENTS FOR MASONRY STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES UNLESS NOTED OTHERWISE,ALL LESS THAN 3'-0" (2)2x6 (3)2x8 STRUCTURES' LAMINATIONS SHALL BE SOUTHERN PINE 3'-1 TO 4'-D" (2)2x8 (3)2x8 4'-1"TO 6'-0" (2)2x10 (3)2x10 2 CONCRETE BLOCK SHALL BE OF LIGHTWEIGHT AGGREGATE AND CONFORM TO THE FOLLOWING STANDARDS SOUD/HOLLOW BLOCK 5 ROOF TRUSSES PROVIDE PRE-ENGINEERED ROOF TRUSSES,AS SHOWN ON THE DOCUMENTS,TO RESIST LOADS TABULATED ON THIS 6'-1"TO 8'-0' (2)2x12 (3) 2x12 ASTM C90 SHEET(INCLUDING NET UPLIFT) INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND OVER 8'-0" SEE PLANS SEE PLANS DETAILS FABRICATOR SHALL SUBMIT LAYOUT PIANS AND ENGINEERING DRAWINGS FOR APPROVAL PRIOR TO FABRICATION NOTE PROVIDE (1)JACK STUD FOR SPANS LESS THAN 4'-0'WIDE, NET AREA COMPRESSIVE STRENGTH NET AREA COMPRESSIVE STRENGTH 6 PSL POSTS PROVIDE GRADE 1 BE PARALLAM PSL COLUMNS IT IS NOT PERMITTED TO USE PSL BEAMS AS A SUBSTITUTE FOR PSL (2)JACK STUDS FOR SPANS LESS THAN 8'-0"WIDE, OF CONCRETE MASONRY UNIT. PSI OF MASONRY ASSEMBLY.F'm,PSI COLUMNS WITHOUT ACCOMMODATION FOR REDUCED STRENGTH AND APPROVAL BY EOR (3)JACK STUDS FOR SPANS OVER 8'-0"WIDE USING TYPE S MORTAR 1900 1500 SPECIAL INSPECTIONS 23 ALL LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED G185(1 B5 OZ OF 2800 20DO ZINC PER SQUARE FOOT) ALTERNATIVELY,STAINLESS STEEL CONNECTIONS MAY BE USED FASTENERS SHALL MATCH 1 INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A TESTING AGENCY PROVIDED BY THE OWNER FOR THE HANGER FINISH AND MATERIAL 3750 2500 THE FOLLOWING ITEMS 4800 3000 A CONCRETE CONSTRUCTION (IBC 17053,TABLE 17053) 24 WHERE JOIST ORIENTATION IS PARALLEL TO EXTERIOR STUD OR FOUNDATION WALLS,PROVIDE FULL-SECTION BLOCKING i MATERIALS(IBC 170531) FOR 3 BAYS®4'-0"OC MAX WHERE SHEATHING IS NOT CONTINUOUSLY FASTENED TO TOP OR BOTTOM OF JOIST UNLESS OTHERWISE NOTED ON PLANS AND/OR ELEVATIONS,CONCRETE BLOCK UNIT STRENGTH SHALL BE 1900 PSI MIN B MASONRY CONSTRUCTION (IBC 17054) PROVIDE 18 GA x 1-1/2" x 1'-O"(MIN)FLAT TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS NOTE CONCRETE BLOCK WITH UNIT STRENGTH HIGHER THAN 1900 PSI GENERALLY REQUIRE LONGER DELIVERY LEAD TIMES I EMPIRICALLY DESIGNED MASONRY(IBC 170541) n VERTICAL MASONRY FOUNDATION ELEMENTS(IBC 1705 4 2) 25 ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH h'DIA HEADED 3 ALL MORTAR SHALL BE ASTM C270,TYPE N C WOOD CONSTRUCTION(IBC 17055) ANCHOR BOLTS(ASTM F7554)®4'-O"0C AND WITHIN 12'OF ALL SILL PLATES SPLICES (MIN,7'EMBED) I HIGH-LOAD DIAPHRAGMS(IBC 170551) 4 ALL GROUT FOR FILLING CELLS SHALL BE ASTM C 476 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI BUT NOT LESS THAN li METAL-PLATE-CONNECTED WOOD TRUSSES SPANNING 60 FEET OR GREATER - THE COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLY,F'M" WHERE GROUT CELLS DO NOT EXCEED 4-IN DIAMETER FINE D SOILS(IBC 1705 6) GROUT SHALL BE USED 2 STRUCTURAL OBSERVATIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A REGISTERED DESIGN PROFESSIONAL 5 ALL BLOCK DIMENSIONS INDICATED ON STRUCTURAL PLANS ARE NOMINAL DIMENSIONS ISSUE PROVIDED BY THE OWNER STRUCTURAL OBSERVATIONS SHALL BE THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR NO DATE DESCRIPTION GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS 6 ALL CONCRETE BLOCK BELOW GRADE SHALL BE FILLED SOLID WITH GROUT 1 3/28/2017 PRELIMINARY PERMIT SET THE TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING DEPARTMENT 7 CONCRETE BLOCK BELOW BEAM OR TRUSS BEARING POINTS SHALL BE FILLED SOLID FOR A MINIMUM OF TWO COURSES IN DEPTH AND A MINIMUM OF 32'IN WIDTH,U ON 8 INSTALL STANDARD WEIGHT LEGEND 9 UNLESS NOTED OTHERWISE ALLLADDER REINFORCEMENT A (SPACED MASONRY WALLS SHALL BEREINFORCEDWITH#404B-OC VERTICAL GROUT ALL REINFORCED CELLS SOLID PROVIDE DOWELS TO MATCH VERTICAL REINFORCING AT FOUNDATION EXISTING WOOD BEAMS 10 WHERE CMU IS SUPPORTED ON STRUCTURAL STEEL MEMBERS,PROVIDE WELDED REBAR DOWELS BETWEEN STEEL AND CMU DOWELS TITLE TO MATCH SIZE AND SPACING OF CMU REINFORCEMENT,AND MUST PROVIDE FULL TENSION LAP SPLICE WITH CMU REINFORCEMENT — — EXISTING WOOD JOISTS DOWELS MUST BE WELDABLE AND CONFORM TO ASTM A706,GRADE 60 GENERAL NOTES --- NEW WOOD BEAMS AND-LEGEND E---� NEW WOOD JOISTS �1,F o NEW WOOD POST ",j , �f a. v. D EXISTING WOOD POST 5 POST UP s R P TE Cc N ti. � r I j'3 DtA jl f iKLN6r9v GNO t . 08� ���a161�—001.00 �� �SSIJ�.�'�� PROJECT LAM M NEW CONCRETE STEPS ASE LTO N 5 5 5-401 5-401 44 POST FROM RIDGE BEAM BOTH RESIDENCE (2) 1-"x 11Ya'LVL IP ENDS 1045 ORCHARD STREET I 4.4POSWOOD ORIENT,NY 11957 O r J`� ___ _ �7.' -+.,.�. ! •`;x_ r,•:'- (2)2 8 Q (2 2 x 8 -- (TYP) 1 -- -- p p -- -- ARCHITECT --------------------------------------------------------- Lr T O �I mj ELIZABETH ROBERTS rr "° ARCHITECTURE& DESIGN 4111�1 NEW TILE FLOOR,SETTING Ix 1 .ii'i 5-401 i BED AND SLEEPERS 1 �� F,t, UP I vil 5 168 7TH STREET 3C SIM I 5-401 BROOKLYN,NY 11215 EX 6 x 6 POST I EX 6 x 6 POSTS I SIM 718 504 5488 I1 LOW_ EX 5��9%�LOWL= _ i 2i EL 12-167.9.9 2x6®16' I EX oTrd63yTI � I ® RAFTERS -� I RAFTERS_0C -� STRUCTURAL ENGINEER I T�-yyy�1lII NEW(z) 04 x 91z LVL- SISTER SILMAN 1� ONE TO EACH SIDE OF EX BEAM 32 OLD SLP,10TH FLOOR J NEW YORK,NY 10005 I 1 2 I I 5-401 N 212 620 7970 I I I 5-401 IX CMU PIER W 1 MECHANICAL ENGINEER i OW) (3) 11¢"�-�9-(LxW) I T77= • — _NEW 21&iI 9Y.PSL NEW 211(s ii 94 PSL SISTER NEW WOOD r -1D ANTONIO BEAMS TO THE SIDE -Iv J TR 4x0 OOD CONSULTING ENGINEERS II I OF EXIST WOOD IL i BEAMS 30 WEST WAUKENA AVENUE TI I I I I I i I OCEANSIDE, NY 11s7 10 11 I II I is �) 1 1 2 x II 5/2 ®16"0C �1 — i I EXISTING PERIMETER 3/q• L__________ — —�IN — —3 MASONRY WALL x0 l EX ®i6"OC — ____� 3 I l a o Na o a I TYP �oli� vl �11 ii R'ANGL 1 Nj,'I j „' x Nj,' I N ❑ v I �TO IXISf JOISTS 2 x1lN 1 I r____J I ZS 1 z Z`i ZSIIZ CMUI l i PI RS I EX CMU o N, I __ _ ' PIERS____ _ ___ ____ ---------- _ V1/2x EX 2 x` ®16"OCL'sTE_R_2x6®16"OCt_-----I — iii1 ' �TO EXIST JOISTSER 'E) i %ri 5�2 ® 1 C 1:- 1 RE-BUILD BRICK CHIMNEY-SEE ARCH DWGS < IX 2_x 5 3/4" I ®16 OC DN " SISTE_R_2x6® 16'OC "IlJ Ilr --,i if i 1 a i j �TO EXIST JOISTS nNNEt • 1 ref+lam �'1itl x IllN , � 2 e i zi I I I I __________- i _________________ \ I r____ � •� i I I 1 I ��I • . \�• E)S 6 x 6 POST Up ISSUE j -Ak I NO DATE DESCRIPTION 1 3282017 PRELIMINARY PERMIT SET I I I I i I _ I I" 1 I I I 1 I Li LAII I i TITLE FIRST AN D I 1 SECOND FLOOR UP FRAM1N Ay ANS G PL Al„PN��6NA�1� FIRST FLOOR FRAMING ON CELLAR PLAN K�SECOND FLOOR FRAMING ON FIRST FLOOR PLAN ` ��' 6' Ty S-loo SCALE. 1/4'=1'-0" 5-100 SCALE 1/4'=1'-o" HE KBY +{�..3z�Sj�r.,• 0.00 x /v QC'3d5" fly;• ��S S I010- PROJECT 2 WHYTES DR LAM M BRICK ASELTON ALIGN NEW FLOOR WITH FILL WITH CONCRETE EXISTING FLOOR OR CMU RID x EAM LVL FIRST FLOOR RESIDENCE RIDGE BEAM EXIST FLOOR GRADE NEW TILE FLOOR ON 2" ` TIGHT TO UNDERSIDE OF EXISTING 2)¢'x9 WOOD SETTING BED WITH RADIANT 2x8 0 16"0 C 1045 ORCHARD STREET EXISTING JOISTS JOISTS 0 24"0 C HEAT TUBING(SEE ARCH DWGS RAFTERS W EXISTING WOOD JOISTS FOR OTHER INFO) ORIENT,NY 11957 %x S4 0 16"0 C • ARCHITECT B"CMU X4024"0 C a . 2 (T'P) ELIZABETH ROBERTS SLEEPERS L PLYWOOD ON WOOD Qi CENTER AT 16'ON �j4"DOWELS ARCHITECTURE& DESIGN 168 7TH STREET 3C Y1"0 0 16"0 C 2° I I 4z4 POST FROM END OF RIDGE 6"ALL AROUND BROOKLYN,NY 11215 THREADED ROD(A36 EXISTING 3�x SYt WOOD NDy 296 x qA Int EXISTING(3) 1J¢x 9 BEAM TO 3°x 11Y"PSL CELLAR ( ) 7185045488 STEEL)WITH NUTS& BEAM(RE-CONNECT TO PSL(SISTER) WOOD BEAM WASHERS,TYP. NEW WOOD BEAM) EXISTING 53;"x 9% CONCRETE STRUCTURAL ENGINEER WOOD BEAM c FOOTING NEW*x914 LVL EACH SIDE SILMAN 32 OLD SLIP,IOTH FLOOR 4012"0 C NEW YORK,NY 10005 NOTE SEE TYP DETAILS FOR SEE ARCH DWGS FOR EW BOTT 212 620 7970 MEMBER CONNECTIONS OTHER INFO 3V"x 11Y"PSL 1 SECTION 2 SECTION 3 SECTION 4 SECTION MECHANICAL ENGINEER 5-401 SCALE 1°=1'-0' S-401 SCALE 1"=1'-0' S-401 SCALE 1"=1'-0• 5-401 SCALE 1/2'=1'-O' D'ANTON I O CONSULTING ENGINEERS 30 WEST WAUKENA AVENUE FIRST FLOOR OCEANSIDE,NY 11572 516 594 4284 #4 NOSING BAR(TYP) GRADE • #4018"OC x2'-6"DOWELS EPDXY 6"INTO WALL WITH HILTI HY70 • #4012"0 C EW EF h 4. a s' °i ROUGHEN SURFACE EXIST MASONRY (CMU)WALL #4012°0 C EW BOTT (FOR RISER AND TREAD DIMS SEE ARCH DWGS) 5 SECTION S-40i SCALE. 1/2"=1'-O' ISSUE NO DATE DESCRIPTION 1 3128/2017 PRELIMINARY PERMIT SET TITLE SUPERSTRUCTURE SECTIONS P�E0F[Ej S ^8`GI�A tJ DA C/, GfY E KB RAW y°°0�53 n � �; °.00 x PROJECT LAM M ASELTON SIMPSON LSTA24 STRAP TIE® 16- 0/c WITHIN 4'-0.OF ENDWALLS AND RESIDENCE A ®4'-0•o/c FOR BALANCE SOHRNKAGEALLOW FOR SAWN—LUMBER FLOOR JOIST 1045 ORCHARD STREET ORIENT,NY 11957 14•DIA A307 BOLTS W/WASHERS, BOLT—HEAD&WASHER x S ARCHITECT N ELIZABETH ROBERTS " f N MULTIPLE MEMBER LVL ARCHITECTURE& DESIGN BEAM,SEE PLAN A SECTION A-A 716 504 54 88 7TH EET 3C BROOKLYN,NY 11215 )¢•DW BOLTS W/WASHERS 16.O/C®TOP&BOTTOM TOP MOUNTED JOIST HANGER WE(2)BOLTS AT EACH END BY SIMPSON OR APPROVED EQUAL STRUCTURAL ENGINEER NOTES ROOF RAFTER 1 USE 14•x LVL,SEE PLAN RIDGE BEAM HSIMPSON ANGERS LSSU ROOF RAFTER LVL/PSLECSC BEAM,—SEE PLANS FOR SIZE SILMAN 2 MAXIMUM BOLT HOLE SIZE SHALL BE 5(6" 32 OLD SLIP,10TH FLOORNEW YORK,NY 10005 3 BOLTS SHALL NOT BE COUNTER—SUNK 212 620 7970 TYPICAL MULTIPLE MEMBER CONNECTION DETAIL TYPICAL SAWN-LUMBER MECHANICAL ENGINEER (FOR LVL BEAMS) TYPICAL RIDGE BEAM CONNECTION TO LVL/PSL/LSL DETAIL D'ANTONIO SCALE 1 X"=1'—O• CONSULTING ENGINEERS 30 WEST WAUKENA AVENUE OCEANSIDE,NY 11572 516 594 4284 o � 3 � c� FLUSH TOP WOOD POST J O SIMPSON TYPE LPCZ POST BASE AND CAPS TOP MOUNTED JOIST HANGER (OR APPROVED EQUAL) BY SIMPSON OR APPROVED EQUAL SAWN LUMBER GIRDER j 14 TYPICAL SAWN LUMBER JOISTS 3 TO SAWN LUMBER GIRDERS SCALE 1'=1'—O• NOTE. AT CORNER CONDITIONS,PROVIDE SIMPSON LCE POST BASE OR CAP OR APPROVED EQUAL ISSUE ) TYPICAL DETAIL OF WOOD NO DATE DESCRIPTION GIRDER TO WOOD 1 328/2017 PRELIMINARY PERMIT SET SCALE- 1•=1'—O" TITLE TYPICAL DETAILS F j"V ANS `i� �TE lIVV l3- %` P 1J ECT# f ,tj` .•j;1��+: �1 DR NG BY 1 r +s CH9K BY EZA'WING NO ;. ,. ° 0( _501 .00 /® 085831 �% : t PROJECT LAMM MECHANICAL SYMBOL LIST PLUMBING SYMBOL LIST MEP SCOPE OF WORK RESCHFCK COMPLIANCE NOTES PER 2015 HEC C DOB FILING DRAWING LIST _ DUCTWORK - SHEET DWG NO DRAWING TITLE AS E LT®N S/W SOIL OR WASTE PIPING 1) HEATING,VENTILATION AND AIR CONDITIONING 1 DUCT INSULATION -ALL SUPPLY AND RETURN AIR DUCTS AND 1 T-10000 MECHANICAL COVER SHEET ®UP E]DN SUPPLY DUCT(UP&DOWN) -------- V VENT PIPING PLENUMS SHALL BE INSULATED WITH A MINIMUM OF R-6 2 SU-10000 UTILITIES SITE PLAN RESIDENCE - C W AC SYSTEM COMPONENTS COLD WATER PIPING INSULATION WHERE LOCATED IN UNCONDITIONED SPACES AND A _ --- HW HOT WATER PIPING - FURNISH AND INSTALL FULLY OPERATIONAL VARIABLE REFRIGERANT FLOW MINIMUM OF R-8 INSULATION WHERE LOCATED OUTSIDE THE 3 P-10000 CELLAR& IST FLOOR PLUMBING PLANS ®UP ©DN EXHAUST OR RETURN DUCT(UP&DOWN) HWR HOT WATER RETURN PIPING NEMS CONSISTING OF(2) 4 TON MITSUBISHI DX SPLIT SYSTEM,OR BUILDING WHERE LOCATED WITHIN A BUILDING ENVELOPE ASSEMBLY, 4 P-10100 2ND FLOOR&ROOF PLUMBING PLANS 1045 ORCHARD STREET CEILING DIFFUSERS APPROVED EQUAL,WITH DISTRIBUTION OF REFRIGERANT PIPING TO DUCTED THE DUCT OR PLENUM SHALL BE SEPARATED FROM THE ORIENT,NY 11957 G G GAS PIPING AIR HANDLERS FOR THE FIRST AND SECOND FLOORS BUILDING EXTERIOR OR UNCONDITIONED OR EXEMPT SPACES BY A 5 P-200.00 PLUMBING NOTES&DETAILS SUPPLY TOP REGISTER OR GRILLE MINIMUM OF R-8 INSULATION ALL DUCT INSULATION SHALL MEET THE 5 EXISTING SOIL OR WASTE PIPING STANDARDS OF MCB04 6 P-300 00 SANITARY&GAS RISER DIAGRAMS � AC/HEATING CONTROLS ARCHITECT V EXISTING VENT PIPING EACH AC-HTG SYSTEM SWILL BE CONTROLLED BY A REMOTE CONTROLLER EXCEPTIONS 7 M-10000 CELLAR& 1ST FLOOR MECHANICAL PLANS + EXHAUST OR RETURN TOP REGISTER OR GRILLE - CW EXISTING COLD WATER PIPING IN EACH SPACE ALL CONTROLLERS SHALL BE LINKED TO A CENTRALELIZABETH ROBERTS 0.WHERE LOCATED WITHIN EQUIPMENT. 8 M-10100 2ND FLOOR&ATTIC MECHANICAL PLANS HW EXISTING HOT WATER PIPING CONTROLLER LOCATED IN CELLAR MECHANICAL ROOM CONTROLLER SHALL BE BWHERE THE DESIGN TEMPERATURE DIFFERENCE BETWEEN THE INTERIOR g M-20000 MECHANICAL DETAILS �+ EXHAUST CEILING REGISTER OR GRILLE __-- HWR EXISTING HW RETURN PIPING CAPABLE OF REMOTE ACCESS VIA INTERNET CONNECTION. AND EXTERIOR OF THE DUCT OR PLENUM DOES NOT EXCEED 15-F(B-C) - ARCHITECTURE&DESIGN G G EXISTING GAS PIPING10 M-201 00 MECHANICAL CONTROLS&PIPING DIAGRAMS CONNECT NEW WORK TO EXISTING HEATING SYSTEM COMPONENTS 2 SUPPLY&RETURN DUCTS 7THSTREET3C j GATE OR BALL VALVE FURNISH AND INSTALL FULLY OPERATIONAL NATURAL GAS FIRED HIGH EXCEPTION.DUCTS LOCATED COMPLETELY INSIDE THE BUILDING ENVELOPE 11 M-30000 MECHANICAL EQUIPMENT BR SCHEDULES BROOKLYN,Nv 11216 NEW WORK EFFICIENCY HOT WATER BOILER SYSTEM,CONSISTING OF(1) BOSCH DIRECT - 7165045468 ----- EXISTING WORK OR EQUIPMENT TO REMAIN til QUIET TYPE CHECK VALVE VENT BOILER,WITH CIRCULATING HOT WATER LOOP AND DOMESTIC HOT 3 DUCT TIGHTNESS TEST fyf,yy EXISTING WORK OR EQUIPMENT TO BE REMOVED CLEANOUT WATER TANK EXCEPTION ALL DUCTS AND AIR HANDLERS ARE LOCATED WITHIN 10x8 NEW DUCT-WITH x DEPTH J� FPHB FROST PROOF HOSE BIBB CONDITIONED SPACE STRUCTURAL ENGINEER Y VB VACUUM BREAKER VENTILATION SYSTEM COMPONENTS 4 BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS FC FLEXIBLE CONNECTION 1 -(1)RENEWAIRE ERV ENERGY RECOVERY VENTILATOR,IN THE ATTIC TO SILMAN � NEW CONNECTION N C SERVE AS TOILET EXHAUST AND FRESH AIR MAKEUP 5 DUCTS ARE PRESSURE TESTED TO DETERMINE AIR LEAKAGE UP INCLINED RISE, IN DIRECTION OF AIR FLOW CAPPED -1,200 CFM KITCHEN EXHAUST HOOD WITH BUILT IN FAN EXCEPTION.ALL DUCTS AND AIR HANDLERS ARE LOCATED WITHIN 32 OLD SLIP,LOTH FLOOR CONDITIONED SPACE. NEW YORK,NY 10005 AD AREA DRAIN 2) 212 620 7970 PLUMBING SYSTEM 6 PIPING INSULATION -ALL HOT WATER ONES SHALL BE INSULATED TO INCLINED DROP, IN DIRECTION OF AIR FLOW BD BIDET Bf BATHTUB WATER SERVICE REFRIGERANT 1 1/2°UP TO 1 1/°PIPE SIZE,AND Z°UP TO 8"PIPE SIZE VANED ELBOW PROVIDE ALL ELBOWS WITH VANES REFRIGERANT PIPING INSUALTION UP TO 1 1/2"SHALL BE INSULATED TO MECHANICAL ENGINEER EVEN IF SYMBOL MISSING D DRYER -NEW ONSITE WELL WITH WELL TANK MINIMUM 1/2°AND 1"UP TO 8°PIPE SIZE ALL PIPING INSULATION SHALL STANDARD RADIUS ELBOW DW DISH WASHER -NEW WHOLE HOUSE FILTRATION SYSTEM MEET THE STANDARDS OF MC1107 AND MC1204. D'ANTONIO CONSULTING FD FLOOR DRAIN SANITARY SYSTEM COMPONENTS 7 AIR BALANCING-THE CONTRACTOR SHALL TEST,BALANCE,AND ADJUST ACOUSTICAL DUCT LINING IW INDIRECT WASTE - COMPLETE NEW ABOVE GROUND CAST IRON SANITARY WASTE AND PVC ALL NEW AND EXISTING REGISTERS AND DAMPERS OF SYSTEMS UNDER ENGINEERS VD. MANUAL VOLUME DAMPER LAV LAVATORY VENTS TO ALL FIXTURES NORMAL OPERATING CONDITIONS TO ASSURE PROPER AIR DISTRIBUTION AND I-�-1 - NEW UNDERGROUND PVC HOUSE SEWER WITH CONNECTION TO NEW AIR QUANTITIES/S SHOWN ON THE DRAWINGS AIR SUPPLY AND RETURN AT 30 WEST WANKENAAVENUE •i-vu; COD COD CABLE OPERATED DAMPER NEW NEW FIXTURE SEPTIC TANKS EACH OUTLET SHALL BE MEASURED AND RECORDED DATA TABULATED AND OCEANSIDE.NY 11572 lilFDBrAD FIRE DAMPER AND ACCESS DOOR REL RELOCATED& REPLACED FIXTURE SUBMITTED FOR APPROVAL AIR BALANCING SHALL BE AS POER GUIDELINES 5165944284 (Job#1736) o STORM WATER SYSTEM SET FORTH IN SMACNA STANDARDS FOR LOW PRESSURE DUCT SYSTEMS THERMOSTAT CONTROLLER RPL REPLACED FIXTURE - COMPLETE NEW STORM LEADERS AND GUTTERS TO UNDERGROUND PVC 8 DUCT SEALING-SEAL ALL DUCTWORK AIRTIGHT AT JOINTS,SEAMS AND T RH RADIANT HEAT THERMOSTAT RM REMOVE SANITARY WASTE TO DRY WELLS CONNECTION TO EQUIPMENT,WITH 3M EC-800 MASTIC OR APPROVED EQUAL AC AIR CONDITIONING EQUIPMENT SH SHOWER ALL DUCT SHALL MEET THE STANDARDS OF MC603. ACC AIR COOLED CONDENSING UNIT HOT AND COLD WATER COMPONENTS CD CEILING DIFFUSER SK SINK - COMPLETE NEW INSULATED HOT AND COLD WATER PIPING DISTRIBUTION 9 CONTROLS- EACH HEATING AND COOLING SYSTEM SHALL BE PROVIDED COND CONDENSING SP STANDPIPE SYSTEM TO ALL FIXTURES WITH THERMOSTATIC AND HUMIDITY CONTROLS THE CONTROLS SHALL BE 7 CLG CEILING VO VALVED OUTLET -ONE(1)STAINLESS STEEL INDIRECT DOMESTIC HOT WATER HEATERS. DAY PROGRAMMABLE AND CAPABLE OF TO SET BACK OR TEMPORARILY - NEW CARBON AND SEDIMENT HOUSE FILTRATION SYSTEM OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55 DEG CFM CUBIC FEET PER MINUTE VTR VENT THRU ROOF F.OR UP TO 85 DEG F COD CABLE OPERATED DAMPER W WASHER GAS SYSTEM DR DRAIN - EXISTING NATURAL GAS SERVICE TO REMAIN PROVIDE NEW GAS 10.MAINTENANCE MANUALS OPERATING AND MAINTENANCE MANUALS ARE WC WATER CLOSET TO BE PROVIDED TO THE BUILDING OWNER BY THE MECHANICAL EXIST EXISTING DISTRIBUTION TO NEW APPLIANCES AND BOILER CONTRACTOR MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR FAI FRESH AIR INTAKE EQUIPMENT AND SYSTEMS THAT REQUIRE PREVENTIVE MAINTENANCE "THIS PLAN IS APPROVED ONLY FOR WORK INDICATED FC FLEXIBLE DUCT CONNECTION 3) ELECTRICAL SYSTEMS REQUIRED REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY ON THE APPLICATION SPECIFICATION SHEET ALL 1W INDIRECT WASTE STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL OTHER MATTERS SHOWN ARE NOT TO BE RELIED KX KITCHEN EXHAUST ELECTRICAL SERVICE THE LABEL SHALL INCLUDE THE TITLEOR PUBLICATION NUMBER FOR UPON, OR TO BE CONSIDERED AS BEING APPROVED LBD LINEAR BAR DIFFUSER - NEW 400 AMP/1 PHASE UNDERGROUND SERVICE WITH SERVICE SWITCH, THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL OR IN ACCORDANCE WITH APPLICABLE CODES" LBR LINEAR BAR RETURN METER CABINET AND 400 AMP DISTRIBUTION PANEL AND TYPE OF PRODUCT MTD MOUNTED TX-1 TOILET EXHAUST FAN NO.1 POWER DISTRIBUTION 11,HEATING AND COOLING LOAD CALCULATIONS - HEATING AND COOLING LOAD CALCULATIONS HAVE BEEN CONDUCTED,AND ARE IN ACCORDANCE WITH TYP TYPICAL - NEW POWER PANELS WITH DISTRIBUTION TO ALL MECHANICAL, POOL AND ASHRAE/ACCA 183 STANDARDS TBD TO BE DETERMINED ELEVATOR EQUIPMENT,AND TO CONVENIENCE OUTLETS AND APPLIANCES OAI OUTSIDE AIR INTAKE 12 SHUTOFF DAMPER CONTROLS- BOTH OUTDOOR AIR SUPPLY AND VD VOLUME DAMPER LIGHTING SYSTEM EXHAUST DUCTS SHALL BE EQUIPPED WITH MOTORIZED DAMPERS THAT WILL " WMS WIREMESH SCREEN - CONVENTIONAL LIGHTING SYSTEM LIGHTING FIXTURES,SWITCHES AND SHUT WHEN THE SYSTEM OR SPACES USED ARE NOT IN USE COVER PLATE AS PER ARCHITECT'S SPECIFICATIONS EXTERIOR AND LANDSCAPE LIGHTING 13 SERVICE WATER HEATING - SERVICE(DOMESTIC)WATER HEATING CONDITIONS NOTES EQUIPMENT SHALL BE PROVIDED WITH CONTROLS TO ALLOW A SET POINT OF TELECOMMUNICATIONS SYSTEMS 110 DEG F AND 90 DEG F FOR OTHER OCCUPANCIES 1 SCOPE OF WORK, FURNISH AND INSTALL COMPLETE MECHANICAL/ELECTRICAL/PLUMBING SYSTEMS AS INDICATED ON THE PLANS AND MEP SCOPE OF -TELEPHONE/DATA/INTERCOM SYSTEM WITH MAIN PANEL LOCATED IN 14 SERVICE WATER HEATING HEAT TRAPS-WATER HEATING EQUIPMENT NOT WORK BASEMENT AND(2) CAT 5 HOME RUNS TO TELEPHONE OUTLETS IN ALL SUPPLIED WITH INTEGRAL HEAT TRAPS AND SERVING NON CIRCULATING ROOMS SYSTEMS SHALL BE PROVIDED WITH HEAT TRAPS ON THE SUPPLY AND 2 ALL WORK SHALL CONFORM TD THE REQUIREMENTS OF THE NEW YORK STATE CODE, LOCAL FIRE DEPARTMENT RULES AND DISCHARGE PIPING ASSOCIATED WHIT THE EQUIPMENT ISSUE REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND THE BEST TRADE PRACTICES CABLE TV PUMPS SHAL HAVE CONTROLS THAT MANAGE OPERATION OF THE PUMP AND NO DATE DESCRIPTION - CABLE SPLITTER PANEL LOCATED IN BASEMENT WITH COAXIAL CABLE LIMIT THE TEMPERATURE OF THE WATER ENTERING THE COLD WATER PIPING 3 BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OFTO 104 DEG F, 1 081072017 PERMIT SET ROOF BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES REQUIRED BY THE GOVERNING LOCAL AGENCIES HOME RUN TO PLAYROOM,SUITE, LROOM,KITCHEN, STUDIES AND ALL BEDROOMS,AND HOME RUN FROM ROOF SATELLITE DISH TO BASEMEN 4 BEFORE SUBMITTING BIDS, G C AND ALL TRADE CONTRACTORS SHALL VISIT THE SITE TO EXAMINE EXISTING CONDITIONS,AND PANEL FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK ANY DISCREPANCIES SHALL BE BROUGHT UP DURING THE BID PROCESS ENERGY CODE COMPLIANCE STATEMENT MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SECURITY SYSTEM "TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS - FULL HOUSE SECURITY SYSTEM - JUDGEMENT,THE PIANS AND SPECIFICATIONS FOR THIS 5 THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES,BUILDING PROJECT ARE IN COMPLIANCE WITH THE ENERGY CODE" TITLE MANAGEMENT OR BOARD OF DIRECTORS 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED MECHANICAL COVER SHEET CONSTRUCTION AREA THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK 7 THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES PLUMBING, ELECTRICAL, ETC. 8 PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN ( (/� THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS "(`Q 9 ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN �'�P �PN� q�T O�p SEAL AND SIGNATURE DATE 08/072017 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS 0 1- SCALE 10 THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, PREPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB n ) DRAWING BV: S D Lu Tn Lli CHECK BY GO \ DRAWING NO T-100°00 'QOFESS(p\.1 01 OF 11 PROJECT N LAMM LAND NOW OR FORMERLY OF EXISTING POOL HEATER ASELTON (SEE ARCHITECT PLANS TABOR LAND LLC FOR EXACT LOCATION) RESIDENCE 0 5' 0 0" 152. 2 6' 1045 ORCHARD STREET NQ 2° 1 N87°47'30"E ORIENT,NY 11957 (� 40.00 --#— 95 0 ARCHITECT 4 $ # # , POOL 1yELL # #, CHAIN UNK FENCE , a I EOUP T--- T a3S FE ' D WAk coNc -LPG `�— —J' 10 ELIZABETH ROBERTS a, s' ARCHITECTURE&DESIGN I 168 7TH STREET 3C BROOKLYN,NY 11215 IIIJJJ 718 504 5488 ------ -5__ 2ND FL 12 STORY I I SmMMj C b FRAME '< I C SWIMMING EXISTING FF 16 4' COPING EL 177' I GARAGE I„ I STRUCTURAL ENGINEER r - 6: SEPTIC TANK "----------- FF 18.7' MASONRY PATIO I I n SILMAN 3 EL=161. I I I U I N 32 OLD SLIP,LOTH FLOOR I ; r NEW YORK,NY 10005 09 I I 212 620 7970 ' K � EVIDENCE 2 STORYI OF SEPTIC FRAME MASONRY PATIO L - - __ J I b. MECHANICAL ENGINEER BARN SITE PLAN LEGEND FF 1 6 8' 0 QJ STACKED STONE(TYP) sroHE N�� SANITARY SYSTEM ` p D'ANTONIO CONSULTING @1 SEE SITE CML PLANS FOR EXACT LOCATIONS k O ENGINEERS I SPECIFICATIONS x I\ 7 30 WEST WAUKENA AVENUE z J �_------------------------- ---_i OCEANSIDE.NY 11572 LANDSCAPE LIGHTING J-BOX PROVIDE DEDICATED CIRCUIT LPG------- 5165944284 IDE. (Job 51736) OO RUN IN SCHEDULE 40 PVC PIPE COORDINATE EXACT 2 a N LOCATION OF ALL POWER AND LANDSCAPE LIGHTING WEATHER PROOF JUNCTION BOXES WITH ARCHITECT. N i a z p O 0 EXISTING EMERGENCY GENERATOR TO REMAIN I L a > N � 4 EXISTING PROPANE TANK TO BE REPLACED WITH NEW 1,000 ch SYSTEM SEPTIC " o O GAL PROPANE TANK(SEE POOL HOUSE DRAWING P-300) LIJ a SYSTEM z :E Z (a) GAS LIQUID PROPANE CAS FEED MIN.3FT BELOW GRADE -LPG (if Ld O Ld I L,_ Lu \ © EXISTING POWER POLE ACROSS STREET (If Ll � T� \ a O CC \�iI Q7 OVERHEAD ELECTRICAL SERVICE FEEDER ------- O pJ T�`\ T j 'THIS PLAN IS APPROVED ONLY FOR WORK INDICATED METERING EQUIPMENT AS SPECIFIED BY UTLTTY COMPANY Z I 2 \ / \`� a ON THE APPLICATION SPECIFICATION SHEET ALL REGULATIONSOTHER ARE NOT p a J UPON,R TO BE CONST RED ASTBEING APPROVED Q EXISTING SOLAR PANEL INSTALLATION ¢ °o.° CHAIN UNK FENCE OR IN ACCORDANCE WITH APPLICABLE CODES." J A W000 FE _ # N # # oil- NEW 10 GAS COCK VALVE FE GATE ]5� 2 1'Wyp O i t EXISTING GAS SHUT-OFF VALVE YRED S 1 STORY ut IRRIG BOX S ❑o _w FF 20.0' O W _ 1© EXISTING GAS SERVICE FROM STREET MAIN — —G- - W ----------- Q 13 NEW OUTDOOR CONDENSING UNITS 00 '1 O 1 2 STORY ° 0 FRAME �a HOUSE FF 20 5 N --17 3' ISSUE >BO—� T° i l V1 NO DATE DESCRIPTION O 1 08/0712017 PERMIT SET Z P N m - P Rrd ns m I g 7 0 a � TITLE 3 Co W UTILITIES SITE PLAN I z ; 13 IJ J CONCRETE SIDEWALK ROAD DRAIN ��'�`O F N` 1 CONCRETE CURB �O SEAL AND SIGNATURE DATE 08/0712017 SCALE 1132•=1'-0' v \ t. ORCHARD STREET x° DRAWING BY -^�20 CHECK BY GD S 8 8'4 7',3 "W,W 193.913' N P 'loo °2 = DRAWING NO SU-100.00 r � • �OF~s`SI�h P� 020E 11 PROJECT PLUMBING NOTES. PLUMBING WORK LEGEND 1)INSTALL HOT&COLD WATER SHUT—OFF VALVES WITH 22'''W DN 22 W DN SE—SEWAGE /� p qw p SINGLE LEVER BALL TYPE VALVES IN CELLAR AT ALL 2'V.ON 2'V RISE EJECTOR 16 JL_1\�\Vl��\V/� MAJOR BRANCH LINES - )'.'H&CW X7'H&CW 2)ALL PLUMBING FIXTURES SHALL CONFORM TO ALL LAV 9ION LOCAL CODES GOVERNING SUCH FIXTURES 2'W 4 W DN ASELT 2'V RISS E 2'V ON 3) SEE RISER DIAGRAM FOR STACK CONNECTION DETAILS H&CW r ON au 0RESIDENCE 4) SEE ARCH-DWGS FOR EXACT LOCATION OF ALL PLBG Y W Yt ON 'HW DROP W/ FIXTURES,FIXTURE TYPES AND FITTINGS 2"V DN VO &VACUUM 1045 ORCHARD STREET -'H&CW BREAKER ORIENT,NY 11957 5) FURNISH AND INSTALL"FLOODSTOP'FS3/4H-90 W AUTOMATIC WASHING MACHINE SHUT—OFF VALVE AND 'SYMMONS'LAUNDRY MATE WATER SENSOR. RECESSED WALL MOUNTING KR& 2'I.W.STANDPIPE ARCHITECT STAINLESS STEEL BRAIDED 2"W ON,27 V.RISE HOSES 3'4'H&CW W/VACUUM BREAKER, 'FLOODSTOP'FS3/4H-90 AUTOMATIC 4,w TO UP ELIZABETH ROBERTS 6)ALL HOT AND COLD WATER PIPING AT FIXTURES SHALL SHUT—OFF SYSTEM W/3/4' SEPTIC SYSTEM BE TERMINATED WITH WATER HAMMER ARRESTORS RISING MOTORIZED BALL VALVES ON H&CW IT'S I—II TT x-11 U'� ��II ARCHITECTURE&DESIGN ABOVE FIXTURES INLETS,RECESSED WALL MOUNTING KIT 7 &STAINLESS STEEL BRAIDED HOSES It 168 7TH STREET 3C 11 BROOKLYN,NY 11215 ❑ ❑ 718 504 5488 — — — — — — — — — — — — — \ G I I Ir - - - - - - - - - - - - - 4I F== I STRUCTURAL ENGINEER O O L - - - - - - - - - - - - - i \`1 DP SILMAN — — — — — — — — / I 32 OLD SLIP,IOTH FLOOR F / I SUN ROOM 1 NEW YORK,NY 10005 1 4"W 0 = 1 212 620 7970 1 CLG l n l ❑ ❑ I _ Li \\` SEE PLUMBING i MECHANICAL ENGINEER I 2*W 0 I WORK LEGEND FOR cic J PIPING 1 D'ANTONIO CONSULTING O O 1------------- --- ----_— REQUIREMENTS � =a=----__ � ENGINEERS 1 E%15TING BFAM I ,� r� i'Tr_ ^-Ir- i-T 2Y1&V \ 4'W&2'W / I / II /1 I ON 30 WEST WAUKENA AVENUE 1 I STACKED® 1 I = I / I Y/ 1 II Y/ _ OCEANSIDE,NY 11572 CLG I -- 516 594 4284 (Job 01736) El ❑ 1 II =- - , I I J )'Cw TO LL D 1 1 1 I NEW CII`W POT FILLER EW 5E 4'W UP O 1— -0� - EXISTING BEAM ------__ ___-/-----____= I KRCHEN TO WC 1 I I 2W UPS 1 I I I I I I p" 4' O G6 R 2" S`E I I I I 2'V FIR I I ABV 1 I 2"W UP TO BT 2V1® 'THIS PLAN IS APPROVED ONLY FOR WORK INDICATED CLG I 1 4" Z— ON THE APPLICATION SPECIFICATION SHEET ALL 2'W UP OTHER MATTERS SHOWN ARE NOT TO BE RELIED 1"H&CW TO I 4'VI® r-7 TO LAV UPON,OR TO BE CONSIDERED AS BEING APPROVED 1"H&CW CLG I 1 1 OR IN ACCORDANCE WITH APPLICABLE CODES' URES 1 W I L J N Q VIN 2'V FR BLW Al ON 1 2"V FR BLW &UP DHW-1 ' INDIRECT HOT WATER HEATER I — — — — — — — 1 LANG ROOM SOONG ROOM 311 1 I 2"V UP\ ABV � 1 1 LPG LINE 111 `\ ' FROM PROPANE DN LP GAS FIRED L 1 [3�o���_ I 113^ 2'W RISE \x / I I TANK(SEE DRAWING HOT WATER 1 I 1 I 2V RISE \\\ SU-100) BOILER 1111 SEa1 , \ I i I3• rTr \\ ISSUE t CLG® 1 I I 1 #'CW FEED TO BOILER WITH I I CLG I II(f P .\ , 1 FROM WELL ` ` NO DATE DESCRIPTION \� 4^N ON 1 O8/07I2017 PERMIT SET 3T0 � I iwIIL `\\ I I 2"V UP TANK e 1 ---- < C U �� �� 4W IN NA�y 1C 21Y UP FOYER - I L - - - - - - ` I WALL AN DR o BT / FINISH FLOOR RoaM TITLE \ FILTRATION'` / JL BP 4 CELLAR & FIRST FLOOR A� 4"W DROP 2"W ITP 4'W UP TO IAV TO WC PLUMBING PLANS I I I I F I I 1 ❑ ❑ ❑ �pN0 D' I I TO SEAL AND SIGNATURE DATE 0 810 7/2 01 7 UP ASCALE 114'=1'-0' Z r• / 44 DRAWING BY O__________(oil _ 1-2-'\ FIRST FLOOR PLUMBING PLAN CHECK BY GD 1071 SCALE. 1/4'=1'-0" !\�J AiS3 O O V� DRAWING NO 1 CELLAR PLUMBING PLAN N �cFSSfONP� ,00 SCALE. 1/4"=1'-0 P-100.00 0l 1. 5' 10 03 OF 11 PROJECT PLUMBING NOTES PLUMBING WORK LEGEND /� 1) INSTALL HOT&COLD WATER SHUT-OFF VALVES WITH 22'W.ON 2E W DN S E-SEWAGE 1 L.]M M SINGLE LEVER BALL TYPE VALVES IN CELLAR AT ALL 2'V ON 2'V RISE EJECTOR L�� MAJOR BRANCH LINES y4'H&CW 14"H&CW ) 2)ALL PLUMBING FIXTURES SHALL CONFORM TO ALL W ON 4 4* ASELTON LAW DN LOCAL CODES GOVERNING SUCH FIXTURES. 2'V RISE 2'V DN 3) SEE RISER DIAGRAM FOR STACK CONNECTION DETAILS J4'H&CW Jf'CW RESIDENCE SH DW 4) SEE ARCH-DWGS FOR EXACT LOCATION OF ALL PLBG. 2•W DN )�"HW DROP W/ FIXTURES,FIXTURE TYPES AND FrMNGS 2"V DN VO &VACUUM �•H&CW BREAKER ORIENT ,NORCHARD STREET 1957 5) FURNISH AND INSTALL'FLOODSTOP'FS3/4H-90 W AUTOMATIC WASHING MACHINE SHUT-OFF VALVE AND 'SYMMONS'LAUNDRY MATE — — WATER SENSOR RECESSED WALL MOUNTING KR& 2'IW STANDPIPE _ _ _ _ _ — — — — — — ARCHITECT STAINLESS STEEL BRAIDED 2'W DN,2'V RISE _ _ _ HOSES 3/4-H&CW W/VACUUM BREAKER, I — — I ELIZABETH ROBERTS 'FLOODSTOP'FS3/4H-90 AUTOMATIC I 6)ALL HOT AND COLD WATER PIPING AT FIXTURES SHALL SHUT-OFF SYSTEM W/3/4• - ARCHITECTURE&DESIGN BE TERMINATED WITH WATER HAMMER ARRESTORS RISING MOTORIZED BALL VALVES ON H&CW ABOVE FIXTURES INLETS,RECESSED WALL MOUNTING KIT 1687TH STREET 3C &STAINLESS STEEL BRAIDED HOSESBROOKLYN,NY 11215 ITCH EX XRCH ROOF 718 504 5488 � I I I � Ii —� I I STRUCTURAL ENGINEER - - - - - - - _ — I I I SILMAN 0 I I I I 32 OLD SUP,10TH FLOOR NEW YORK,NY 10005 2126207970 IX ITF EF CH PITCH }I I —n anOF —- I MECHANICAL ENGINEER I PITCH EPI OF I D'ANTONIO CONSULTING ENGINEERS 30 WEST WAUKENA AVENUE Jill I E%ROOF 12 OCEANSIDE,NY 11572 PITCH 516 5944284 (Job#1736) I I I SEE PLUMBING WORK I LEGEND FOR PIPING — — REQUIREMENTS EX ROOF PITCH 1 4VTR L — � MASTER BEDROOM i / 0 I I I BREAK � --, /G ` I "THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON I i I N SHEET ALL � I I OTHER EMATT RS SHOWN APPLICATION FARE NOT O TO BE RELIED a I UPON,OR TO BE CONSIDERED AS BEING APPROVED NEW OR IN ACCORDANCE WITH APPLICABLE CODES" \A -- IAV 4V UP,--L\ 2 ���BATH I RIDGE © 2V E -- ---- — BLW I L� 2" + – RIDGE ——— HALLWAY i I �y G I I 111 ,%y BEDROOM 2 L /'4'VTR - I I O! I- BEDROOM I ON 1 E%ROOF E%ROOF I E ROOF PITCH PITCH ISSUE I PITCH I NO DATE DESCRIPTION IX RODE 1 011/07/2017 PERMIT SET 11?Q I PITCH -- -- – – — — — — — — — J i I I E%ROOF I PITCH TITLE L_---__ 4V UP, I IJ 2 �m A -r V FR 2 r aQ 1 BLW SECOND FLOOR & ROOF I BATHROOM I I � I LAV (NEFERWPLUMBING PLANS I I I I I 1 z ROOF PLUMBING PLAN 10, SCALE 1/4•= 1'-0' ! O F N�fn I co ��P�10 D' �� SEAL AND SIGNATURE DATE 08/0712017 SCALE 1/4'=1' �P I O7- -0' 1 Z ' ' of DRAWINGBY.17 �p CP -E LL/ CHECK BY GD t SECOND FLOOR PLUMBING PLAN SOA 20 C9 DRAWING NO SCALE.1/4'= i'_O' _ �N ON �'o P-101 .00 FESSIP 0' 1' S� 10 04 OF 11 PROJECT A �L ■■■�L Opp f 3/8'HANGER ROD NUT - - „`/, HANGER RODS - Rl BRlG sYMB0.LIRT PLUMBINGPLUMBINGFIXTURE SCHEDULE LA„ /I V"V' FOR 1 1/4'TO 3 1/2'PIPE USE 1/2'0 ROD/ S/W SOIL OR WASE PIPING FIXTURE HW CW WASTE VENT REMARKS //per • 4' • 5' 5/8' d ------ V VEND PIPING - -- / �SELT�N 6' 5' CW COIR WATDT PIPING WCL�ET - 1/2' 4' 2' BiEPRflpm1RER STAINLESS STEEL INDIRECT DOMESTIC HOD WATER HEATER SCHEDULE • 8' 12' 7/B' d ---� H.W HOT WADER PIPING 'WDA MCVJN'AS STD 15' 1' ---� HWRHOT WATER RETURN PIPING LAVATORY 1/z' 1/2' 2- 2' SPECIFIED - - - --- BY ARCHITECT PIPE SPACER SLEEVE —C G. CAS PIPING CAPACITY HEIGHT DIAMETER BOILER GPM HERO LOSS RESIDENCE _& FOR 6'RPE AND OVER SINK 1/2' 1/2' 2' z' SPECIFIED UNIT MODEL NUMBER CP110N5 _ _ S/p DUSTING SOIL OR WASTE PIPING BY ARCHITECT B TBO DEG F FT-HO FOR%PEs 1'&sMALLER FOR PIPES 1 1/4•TO 1s' 912-SIMPLEX SEWAGE PACKAGE. ------ V DUSTING VENT PIPING BATHTUB 3/4• 3/a•W27z' SPECIFIED ZOELLER PUMP MO BN266 --- GW FYASIINc COLD WATER PIPING BY CIFIED R OHw-1 AOW PLUS-105 1094 5975' 30' 140 71 1045 ORCHARD STREET COPPER12ED FOR DIRECT COMACT ---- N.p EKSTING HOT WATER flflNG ' HANGERS ON COPPER LUBE OR CALCIUM SNCATE OR POLYURETHANE 1/2 HP, 1151 SINGLE PHASE, 60 HZ, 104 AMPS ILWR DOSRNG HW RETURN PIPING SHOWER 3/4' 3/4' 2' SKMEO _ ORIENT,NY 11957 BRASS PIPE ON LOWER HALF OF PIPE BASIN 24X36 POLYETHYLENE STRUCTURAL FOAM By ARCHITECTHANGER A5 ABovE DELUXE W/ALARM REM$ 912-1081 c G L705TINC CAS PIPING "ER/VAPOR BARRIER 5 GATE OR BALL VALVE DRYER 1/2' 1/2' 2' BY ARCHITECT CIRC PUMP W/AOUARIET 1$0 ARC SHEET METAL 12 TO 16 GAUGE,MPL 4' UNION \ QUIET TYPE CHECK VALVE - FREE BRASS AUfOCIRCE]t"S LEAD ARCHITECT EACH SIDE OF HANGER CHECK VALVE —moi CTFDNOUT GATE VALVE LEADS TO JUNCTION BOX J. FM FROST PROOF HOSE BIBS .ADJUSTABLE'ON"THERMOSTAT 6 ELIZABETH ROBERTS & CONTROL PANEL y V& VACUUM BREAKER TIMER15V EJ-4./BDPRC,1/6 p NEW COMIECIIONINC) ARCHITECTURE 4JL DESIGN EXISTING WOOD 1 L0 ,CD 1z"HWR IN --— - CONSTRUCTION POWER CABLE AD ARCA DRAIN _ 1 1687TH STREET 3C SCREW GALVANIZED BD BIDET =" T)4"CW IN - BROOKLYN,NY 11215 -- IRON HANGER TO JOIST BT BATHTUB VACUUM �1 ��� 71as6asaea FLOOR LEVEL D DRYER BREAKER :� L IJ¢'HW OUT DW DISH WASHER L _ FD FLOOR DRAIN ROW/CHECK VALVE BACKFLOW ISOLATION VALVE HIGH WATER ALARM m INDIRECT WASTE W/WEIGHIED SEATS TO I PREVENTOR STRUCTURAL ENGINEER PREVENT GRAVITY LAV LAVATORY CIRCULATIONS EXPANSION TANK NEW NEW FDITURE I �I AMTROL,MODEL ST-12 SILMAN - REL RELOCATED&REPLACED FIXTURE WAILER WATER I I 32 OLD SLIP,10TH FLOOR RPL REPLACE)FIXTURE SUPPLY NY RM REMOVE I—I I 2112 20 97,0 10005 SH SHOWERELi I J PUMP OFF SK SINK MIN LIQUID LEVEL SP STANDPIPE _ VO VALVED OUTLET MECHANICAL ENGINEER HANGSCREW ANGLE BASEPLATE VTR VTHRU ROOF ISOLATION RODS ER IRON TO JOIST WWASHER VALVE UNION -- -- D'ANTONIO CONSULTING Z,"X 1/8" GALVANIZED IRON we WADER cLosET ENGINEERS HANGER (DUCT TO 60-WIDE) BOILER sit 30 WEST WAUKENA AVENUE WATER �1 CONC OCEANSIDE,NY 11572 RETURN �AD 516 594 4284 (Job#1736) FLOOR DRAIN VALVE PIPE HANGING DETAIL 2 SIMPLEX SEWAGE EJECTOR 3 PLUMBING SYMBOL LIST do SCHEDULE 4 INDIRECT DHW HEATERS PIPING DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BOW VEND-INSTALL AS HIGH AS POSSIBLE TO UNSERSIDE of COUNTER "THIS PIAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET ALL mac CONNECT TO VENT SYSTEM "ENVIRONMENTAL WATER SYSTEMS" OTHER MATTERS SHOWN ARE NOT TO BE RELIED IN CEILING MO EWS-1354-HF" 1Y4"MAIN UPON,OR TO BE CONSIDERED AS BEING APPROVED 2•II IIY SERVICE,UP TO 22 GPM OR IN ACCORDANCE WITH APPLICABLE CODES" 'FLOODSTOP-fW/4H-90 AUTO SHUT-OFF 2- II II SYS W/SENSOR 3/4'MOTORIZED BNL - V Uj SCR INLETS,RECESSED WALL X*H&LW FEEDS MOUNTING KR&STAINLESS STEEL GRADED II FLOG II l3EA't5G7Tw1D1� 1 3mTT1} I E30 mrtt} HOSES l 'SALMONS'LAUNDRY MATE z• B" 38'h' WG1AT/BRTNmI-'iFRCo'w �1 4264 WVT11 11.11VW} TIi6-3/4'.IEA F]IhBB-p I 2 2- ro SANITARY SYSTEM -- 2Y01f WASHER DRAIN '/ VALVE(TVP HOSE IN WNL l/„ WATER STAINLESS ALIGNMENT HOT 9PADDED CHECK VALVE(TYP) SYSTEM WATER HOLD 7876 mm} T700mtAtmarmtpn cr HOSE IN WA DRAIN ��"HOSE BIB(TVP) HOSE IN WALL 15"-4D•TSAR3$Srtrm) 5� 6'ABOIE WY L�F4t UNION(TVP) ISSUE WASH Ea I ...,...T..«........ .�.-� NO DATE DESCRIPTION SONEIILS' I« 1 0810712017 PERMIT SET MO RSP IAS25!2•P_ 1 �".••-:1` + ETOMERIC ISOLATORS WATER SENSORMP OF 2'WASE GAI DRID SHEET TO OWN Ile s 8yWM1 GALVANIZED NOtE WITH WATER PANTO I I t (1200.7 OApn} I (•••1,••••••••^•`• re�anAeeAcet DRAIN PAN OR Fl 2'P-TRAP l TILE BASIN W/ 1)LENGTH OF DWVN&FILL HOSES HOSE CUVP CURB SIMV BE SUFFlLIEM TO ALLOW PI' I A2..«....« WASHER REMOVAL NOTES .,... ..».......' .......« ..».«.. ...»..«.. ................... TITLE 1 ALL FnNGS EXPOSED TO VIEW SHALL BE CHROME ••, "I" ••`«"• •."'••••••.••••^'•'•• «.....,.,.»�»...«.............„.... 1”SPILL TO PLATED FLOOR DRAIN - �- 2 PROVIDE OPENING NOTES & NC IN CHASE WALL TO ACCOMODATE 4"CONCRETE PAD CONCEALED DRAIN HOSE DETAILS 3 LENGTH OF HOSE SHALL BE SUFFICIENT TO ALLOW FOR REMOVAL FROM CASEWORK 1 v 5 WASHER INSTALLATION DETAIL 6 ISLAND SINK AND DISHWASHER DETAIL 7 WALL MOUNTED WATER CLOSET DETAIL $ WHOLE HOUSE WATER FILTRATION SYSTEM " P�i(P ��p SEAL AND SIGNATURE DATE. 08/07/2017 NUT TO SCALE NOT TO SGME NOT TO SCALE NOT TO SCALE R SCALE AS NOTED y DRAWING BY t; i_c-J-LI CHECK BY GO BOO 0920 � DRAWING NO �°FEssIoNP`' P-200.00 05 OF 11 PROJECT LAMM 4"VTR 4"WR ASE LTO N I ROOF I , RESIDENCE 1045 ORCHARD STREET ORIENT,NY 11957 14" I I � , I ARCHITECT I j ELIZABETH ROBERTS ARCHITECTURE&DESIGN 168 7TH STREET 3C BROOKLYN,NY 11215 1 I I I 718 504 5488 12' 2' 1 2"I I 12" 12" 12" I 1 1 I I 1 1 NEW "AV STRUCTURAL ENGINEER LV NEW I i i i NEW SILMAN I NEW 1 WC j I I I WC, 732 OLD SLIP,10TH FLOOR 1 I BT 1 1I NEW I NEW RKJN�10005 SH 7970 2ND FLR - -- - 4" I 4" MECHANICAL ENGINEER 4" D'ANTONIO CONSULTING r_—___�J —; _ . . GAS LOAD CA Lc ENGINEERS BOILER B-1 (HOUSE) 151,000 BTUH 30 WEST WAUKENA AVENUE OCEANSIDE,NY 11572 GAS RANGE 120,000 BTUH 5165944284 (Job#1736) I j I j J 12. I " 1 4" 12' 4" ,2 12" STAND—BY GENERATOR 315,000 BTUH 2ND FLR 1 I I I I I 1 1 I I I TOTAL: 586,000 BTUH I 1 1 (12 GAL/HR) HOUSE WALL j NEW I j I NEW LAV i i NEW �1 I I W I 1 I NEW I 1 I I 7ON GAS WC EXISTING EMERGENCY 11220000 BTUH 'THIS PLAN IS APPROVED ONLY FOR_WORK INDICATED , GENERATOTHE APPLICATION SPECIFICATION SHEET ALL 1 I , 1ST FLR tj Li - OTHER MATTERS SHOWN ARE NOT TO BE RELIED 1 �L" UPON,OR TO BE CONSIDERED AS BEING APPROVED GROUND 1" 1-ST_•FLR OR IN ACCORDANCE WITH APPLICABLE CODES" - L----------iBK CHEN 1 y4 2" 113 1 1" " TO 4" I 4" 4" 4" SEPTIC - ---- SYSTEM I ^ rrH----------I 2------- T 2" 2" II ----I------------T--J i L J I 1 I EXISTING GAS 1^ 2"1 2"1 1 2", 2" SERVICE FROM I , I STREET MAIN 1" 1" I I 21W. NEW I ❑ ❑ ISSUE LN I I w I I CELLAR NO DATE DESCRIPTION 1 1 I I 1 08/0712017 PERMIT SET I I I 1 O j BB= GASZ BOILER 37D I 3"FD 1 I CELLAR EXISTING GAS METER (UPGRADE & 3" REPLACE PER 3^ 3" avk UTILITY CO. RULING) FJFfOR S E�1 � TITLE SANITARY & GAS RISER 1 SMMARY RISER DIAGRAM GAS RISER DIAGRAM DIAGRAMS NOT TO SCALE NOT TO SCALE ��FN, co NO O' , T y0 SEAL AND SIGNATURE DATE 08/07/2017 SCALE AS NOTED / DRAWING BY CHECK BY GO DRAWING NO A�OF ssioNP`' P-300.00 06 OF 11 PROJECT LAMM UP - - - - - - - - - - 7ASELTON F — — . -_ ❑ ❑ _ RESIDENCE T8x6 VD 12x6— — — — VD 12x8 - - RRADIANT \\ O 110x4-FS I 1024-FS1045 FLOOR ZONE 140 CFM ORIENiCNv�t 957 STREET I r I 140 CFM F= VD V I I AC-1- SERVICE C 1 1 (374 S F) —y \\ — 11 UP SERVICE AREA VERT.AC UNIT ON III ARCHITECT 16x8 LJ CONCRETE PAD(SEE DETAIL 10x4-FS J // 140 CFM �i SUN ROOM 10x4-FS®1 ELIZABETH ROBERTS ' --- F �_ + LOOP I LOOP 140 CFM 0 0 _----____ ❑ _ ❑ 175 SF) III (174 S.F) _ ARCHITECTURE&DESIGN E%ISTING BFAM REMOTE CONCEALED 1687TH STREET 3C DISK SENSOR ON WALL BROOKLYN,NY 11215 &FLOOR SENSOR AT 7185045488 16x8 RETURN ` III SAME LOCATION(TYP) AIR DUCT ++ I1 \ TR STRUCTURAL ENGINEER T \I 16x8 RETURN _AL—L \/-11 _ \/ I II -\/ --- = -- _- _r_'. ___ SILMAN_ _____________________ AIR FROM ABV ❑ ❑ _ _ T' o - -0 EKISRNG BEAM III I 1 I 1 11 NEW YORK,NY 10005 _©_____________ 32 OLD SLIP,I OTH FLOOR I I I I VD I I ILL / I I I I ®1 II I RETURN DOWN 2126207970 IIII I I I I 10z4 I I I I BS AT KICKSPACE MECHANICAL ENGINEER - I 8x6 I I KRCHEN KX HOOD - - RETURN DROP I I I D'ANTONIO CONSULTING I I 1 - ENGINEERS V.0 20x10 RETURN RAD I 12@ KX UP 161 16x8 I AIR FROM ABV A f® 1 30 WEST WAUKENAAVENUE VERT.AC UNITN 20x10 DUCT AIR i 2-O I 140 CFM t#OLBIR 516O 4-FS 594 294 N(J11572 RETURN DOWN slsssaazea (Jobp1738) CONCRETE PADRFM-1-DHW-1 RADIANT FLOOR MANIFOLD F—-I IINDIRECT HOT — - - - - - - - - 6'AFF W/24x24 AD DII1 1 --°-- - WATER HEATER — — - - - - - GE AN VENT BOILER I1� � DISCHARGE AND INTAKE PER 4"GAS VENT&12x8 -- MANUFACTURER'S GUIDELINES L— I COMBUSTION AIR ON LAC-1-2 I _ 1 012x8 III IL �\ I AND LOCAL CODE REGULATIONS (RUN IN WALL) LP GAS FIRED — (MIN 36 ABOVE GRADE) HOT WATER I I 1 \ x / VD I I 1024-FS u II HWS&R OOP FROM 1 BOILER I I I i I I 140 CFM I I BOILER, E RISER JR L DGM FO SIZES(J�) \ I RAD 1 LMNG ROOMRAD I ' q A - "THIS PLAN IS APPROVED ONLY FOR WORK INDICATED I 1 Z-0 10x4-FS DN 7-0 ON THE APPLICATION SPECIFICATION SHEET ALL ISI — I 1024 SUPPLY UP TO I 140 CFM ISR P i FLOOR GRILLE(TYP) I OTHER MATTERS SHOWN ARE NOT TO BE RELIED IIII----11 � i I UPON,OR TO BE CONSIDERED AS BEING APPROVED IEJIr-- ��\ � � VD - I OR IN ACCORDANCE WITH APPLICABLE CODES." -1T. i I I FOUNDATION I � \ I 4VENTWlL� \\ UP BELOW e10x4-FS LJ \ 140 CFM _ \ J _ UPLi WATER DELL TANK I 1226 I t — — — 11 el RAAD FILTRATION \ up 2-0 \�/ I L ------J FOYER I I I 1 I I— — — — _� TX 1 CLG ROON I I FAN `li I I I ———— J 1 1 Oxo-FS 10x4-FS I 1140 CFM ISSUE AC SUPPLY DUCT(SEE 140 CFM NO DATE DESCRIPTION 1 INSULATION REQUIREMENTS 1 0810712017 PERMIT SET ON T-100) I 1 1 1 , ❑ ❑ ❑ ❑ ❑ ❑ UP TITLE 1 CELLAR MECHANICAL PLAN 100 SCALE 1/4'=1'-0" 2 FlRST FLOOR MECHANICAL PLAN CELLAR & FIRST FLOOR 100 SCALE 1/4'- 1'-0' MECHANICAL PLANS FIRST FLOOR HYDRONIC RADIANT FLOOR SYSTEM 'UPONOR MFR"AS STD FLOOR MANIFOLD GPM/ ZONES ROOM(S) AREA CEILING HEAT LOSS OF NF MANIFOLD (S F) HEIGHT(FT) BTUH FIRRFZ-1 SUN ROOM 374 8'-0" SEE NOTE BLW �� ,�P�10 D' O FLOOR RFM-1-1 3.74 - TO EAL AND SIGNATURE DATE 08107/2017 SUBFLOOR FLOOR BTUH/SF ,HWS GPM TEMPERATURE CONTROL REMARKS t• y t TYPE TYPE DEG'F SETTING n f- es SCALE 114°=1'-0° MUD SET TILE - 110 3.74 ROOM SET POINT 70' LOCAL DRAWING BY SD � O CHECK BY. G D NVQ •SUBMR HEAT LOSS CALCULATIONS FROM'UPONOR' ��Q 1 �� DRAWING NO ssla�?` N M-100.00 01 1' 5' 1'0, 07 OF 11 PROJECT LAMM - - - - - - - - - - - - - ASELTON � ---- - - - - - - ---- � - - - RESIDENCE 1045 ORCHARD STREET no I I I ` I O I I ORIENT,NY 11957 EXITCHEPITCHF I I I I I I EPfICH EPITCHF I I I ARCHITECT ELIZABETH ROBERTS ARCHITECTURE&DESIGN I 1687TH STREET 3C RAD I I BROOKLYN,NV 11215 718 504 5488 I r_�' �- STRUCTURAL ENGINEER --- I10"KITCHEN I r-- — — — — pExTMOF — — — — I SILMAN 32 OLD SLIP,IOTH FLO tm ®1 _ _ CH ROOF VENT - _-- EPI CH I I NEW YORK,NY 0005 OR J I 212 620 7970 10x4-LRCS 140 CFM 1 I _ E PITCH F 12 I � I MECHANICAL ENGINEER 8x8 TX MASTER BEDROOM IF 1 100 CFM I D'ANTONIO CONSULTING ENGINEERS 8x8 TX FR BLW 30 WEST WAUKENA AVENUE v I _ _ -- I ELEC RADIANT OCEANSIDE,NY 11572 I J I HEAT 10x4 ON TO 516 594 4284 (Job#1736) 280 CFM ATTIC 12x12 M MAsrER BATH 10x6 LOD SUPPLY CLG ACCESS EX ROOF x00 CFM GRILLE(TYP) DOOR PrtcH 10 4-TS 1 6"0 © 140 CFM -- TS -- L — -- -- -- '�\ I ----- I BREW LB �i 8x6 8X6 1 8x6 -- 0 CFM -- 12x6 MLIVAY 10x10 8"0 ERV RELIEF 12x6 ` 8x6 I \ LBCR AIR DUCT UP p�j4o TO TERMINATION 12xBEDROOM 2 AT ROOF6"0 10x4 SUPPLY ON 10x10 - TO CLC GRILLE RAD I LBCR 0 I RAD 12"x12" _ A ®— BEDROOM I DN A INTAKE LOUVER RIDGE I (TYP•) __-_ "THIS PLANUS-APPROVED'ONLY FOR WORK INDICATED 3-6 I LRCS LBCR 1 3-6 BELOW OVERHANG __ ON THE APPLICATION SPECIFlCATION SHEET ALL 140 CFM 140 CFM 1 I 8"0 8"0 a 8" "'-"` OTHER MA17ERS_SHOWN ARE-NOT TO BE RELIED I I SERVI � / 8"0 FRESH AIR UPON,OR TO BE CONSIDERED AS BEING-APPROVED / MAKEUP TO AC OR IN ACCORDANCE WITH APPLICABLE CODES" I I I AREA j� I r z - - 12x6 I RETURN PLENUM 1 I ate- 6x12 � I 4"0 TX FR I ------------ --- ---- I I 12x8 g•0 g•0 BLW �� I 8"0 8'0 AC-2 I i I HORIZONTAL AC UNIT I 12x8 12x6 (HANG FROM ROOF 8x6 — — — RAFTERS) L_ DDRCFM r J EX OOF Ex ROOF E ROOF PCH PITCH BATHROD I PrtcH UNE SET DN TO 1 I ACC-2 AND 1' I 6"0 EX ROOF DRAIN ON TO DRAIN 4"0 TX VENT BL I I I PITCH IN CELLAR OVERHANG I 1 I ERV-1 eQ 8x8 TX FR BLW 1HEP '�L gxg ENERGY RECOVERY J I 100 CFM VENTILATION UNIT — — — - ---� -------1 ------- ISSUE ELEC. EX ROOF NO DATE DESCRIPTION RADIANT HEAT I PITCH 1 08/072017 PERMIT SET TITLE SECOND FLOOR & ATTIC SECOND FLOOR MECHANICAL PLAN �1 ArnC—ROOF MECHANICAL PLAN 101 SCALE 1/4' V-0" 10T SCALE 1/4-= 1'-0" MECHANICAL PLANS OF NEI,/Y P�X,PN0 SEAL AND SIGNATURE DATE 08/07/2017 (� SCALE 114"=1'-0' DRAWING BY S D. Lij Lli CHECK BY G D DRAWING NO _ �" FEsS10A V M-101 .00 10' 08 OF 11 PROJECT HANGERS SHALL BE ABBREVIATIONS AND SYMBOLS PLACED ON BOTH SIDES _ DUCTWORK 6F 0 U 0 C. SPACED L.1 L�I\/I M © GALVANIZED ®UP DN SUPPLY DUCT(UP&DOWN) —1'x 1/8" _ LAMM �I STEEL FLATS _ - - -.- A S E L T 0 N 71UP ©DN EXHAUST OR RETURN DUCT(UP&DOWN) —1/4'DIA RIVETS OR BOLTS 0 B V D _ 1'THICK 4ECURE - (v�) 7 CEILING DIFFUSERS I MAIN DUCT AIR MAIN DUCT BRANCH DUCT LINING(TY - - RESIDENCE — SUPPLY TOP REGISTER OR GRILLE N -WI - �FLOW - 1045 ORCHARD STREET DUCT - ORIENT,NY 11957 -a- EXHAUST OR RETURN TOP REGISTER OR GRILLE T 3/4'0 45 BRANCH DUCT MAIN DUCT 3'- 0 - OPPOSED BLADE VOLUME SEE PLAN FLEXIB - ARCHITECT EXHAUST CEILING REGISTER OR GRILLE OPPOSED BLADE DAMPER SIMILAR TO YOUNG 1^ACOUSTIC SLEAIR OUTLET SEE - BRANCH DUCT) VOLUME DAMPER(0 BVD) 4' SERIES 820A-LN W/403-C - PLANS FOR TYPE CONNECT NEW WORK TO EXISTINGSIMILAR.TO YOUNG SERIES LINING AND SIZES ELIZABETH ROBERTS NEW WORK I-W2I 820A-LN W/403-C REGULATOR ARCHITECTURE&DESIGN EXISTING WORK OR EQUIPMENT TO REMAIN __ ' BRANCH-DUCT CFMEXISTING WORK OR EQUIPMENT TO BE REMOVED N=W7 xMAIN C C M �nI VOLUME DAMPER ASSEMBLY BRACKET TURN STEEL FLATS SHEETMETAL �/ OPPOSED BLADES LINKED TO DUCT 168 77H STREET 3C 10x8 NEW DUCT-WITH x DEPTH 3' UNDER 6`o - SUPPLY AIR DUCTWORK OPERATED ETHER LTH THRON A UGH " 'f•'�,".'� BROOKLYN,NY 11215 :t '},L FLEX'CABLE'- - -' _-�; >r7111111FG FLEXIBLE CONNECTION METHOD OF SUPPORTING DUCTS BRANCH DUCT_CONNECTION '_ TYPICAL LINEAR-�---FLU" BAR DIFFUSER _ UP TO 8 SOFT. IN AREA - (NOT;TO=SCALE) 1'=`^ STRUCTURALENGINEER Up INCLINED RISE,IN DIRECTION of SIR FLOW - - --- - —='-- — DUCT CONNECTIONS WALL MOUNTED) AND 47" WIDTH MAX: (NOT TO SCALE) SILMAN pry- INCLINED DROP,IN DIRECTION OF AIR FLOW (NOT TO SCALE) _ - 32 OLD SLIP.10-FLOOR VANED ELBOW.PROVIDE ALL ELBOWS WITH VANES - - NEW YORK,NY 10005 EVEN IF SYMBOL MISSING2126207970 CONTINUOUS SHEET HIGHIRE RESISTANT OCITY STANDARD RADIUS ELBOW 24x12 SUPPLY 24x12 RETURN METAL EDGE DUCT SEALANT- AIR DUCT AIR DUCT-- POP RON 6" PROTECTOR SEE SPECS MECHANICAL ENGINEER ACOUSTICAL DUCT LINING Cf RS -ALT_ SPACING PINS ON 6'CTRS_- PINS ON 12'CTRS _ CONTINUOUS S/M EXISTING WOOD ALT SPACING EDGE PROTECTOOR CONSTRUCTION VD MANUAL VOLUME DAMPER SHEET METAL (STAGGERED) W/PINS ON 6"CTRS.- SCREW GALVANIZED SCREW ANGLE - D'ANTONIO CONSULTING COD X_ IRON HANGER TO JOIST IRON TO JOIST COD. CABLE OPERATED DAMPER ---_ _ 12'- WASHERS ALTERNATE SPACING ENGINEERS FDBfAD ARE DAMPER AND ACCESS DOOR MAX - �-24x12 30 WEST WAUKENA AVENUE THERMOSTAT CONTROLLER _ NE OCEANSIDE,NY 11572 T RN RADIANT HEAT THERMOSTAT � METAL SCREW�� I��REINFORCING 5165944284 (JobM1736) AC AIR CONDITIONING EQUIPMENT AC UNIT _ — - J ANGLE WHEN — ACC AIR COOLED CONDENSING UNIT ELECTRONIC AIR - SHEET METAL DUCT J REQUIRED CD CEILING DIFFUSER FC CLEANER ". _ 1WHEN RREQUI EDnON - I STANDING SEAM JOINT BETWEEN COND CONDENSING (SEE SPECIFICATIONS) DUCT SECTIONS-VARIES WITH DUCT SIZES-SEE SPECS CLC CEILING VIBRATION PADS I- SUPPORT DUCT HANGER CFM CUBIC FEET PER MINUTE (TYp) I ) FROM FLOOR JOINT TO JOINT DISTANCE-VARIES WffH DUCT SIZES RODS COD CABLE OPERATED DAMPER - J _ -" _ 1'x 1/8"GALVANIZED IRON DR DRAIN - BASEMENT LEVEL - - NOTES HANGER (DUCT TO 60"WIDE) A-ADHERE DUCT LINER WITH FIRE RESISTIVE(SPARK SAFE)ADHESIVE 100%COVERAGE- - FAIIST. EXISTING I FRESH AIR INTAKE SEE SPECIFICATIONS FOR ADHESIVE. DUCT AND PIPE SUPPORT - FC FLEXIBLE DUCT CONNECTION REINFORCED RETURN 4"THICK - B-SEAL ALL LONGITUDINAL JOINTS WITH VAPOR BARRIER SEALANT SEE SPECIFICATIONS. AIR PLENUM CONCRETE PAD NOT TO SCALE I.W INDIRECT WASTE W/ 1"A.L _ ,. . , , KX KITCHEN EXHAUST DUCT LINER FASTENING DETAIL >>y' _-_ `_'-� = _� LED LINEAR BAR DIFFUSER F 0 MOUNT E) -' 'THIS PLAN LI APPROVED ONLY FOR WORK INDICATED LBR LINEAR BAR RETURN NOT TO SCALE) (NOT TO SCALE) ON THE APPLICATION SPECIFICATION SHEET ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED MTD MOUNTED UPON,OR TO BE CONSIDERED AS BEING APPROVED TX-1 TOILET EXHAUST FAN NO 1 HANGER ROD INSULATION OR IN ACCORDANCE WITH APPUCABLE CODES' TYP TYPICAL TBD TO BE DETERMINED 3/8'0 THREADED ROD 1'FLEXIBLE& ON OUTSIDE AIR INTAKE (TYP) SEE UPPER REMOVABLE SEMI- VD VOLUME DAMPER ATTACHMENT DETAILS GRAVITY DRAIN MIN. 'FAN COILS SHALL BE SUSPENDED PIPE CYLINDRICAL GALVWMS WIREMESH SCREEN ZED CONNECTED 2-Gqp FROM SPRING ISOLATION HANGERS RONSHIELD SEE UPPER IP PAN SIMILAR TO'MASON INDUSTRIES'TYPE - FOR HOT PIPES ATTACHMENT 30N WITH A MINIMUM STATIC 2'& OVER, USE - DETAILS DEFLECTION OF 1" PROTECTIVE _ SADDLE - _ �rFILTER RACK WITH DUCT — I AC UN I I" ELECTROSTATIC AIR FILTER = -- lul LOAD BEARING CALCIUM f n _ _ SILICATE INSULATION ANGLE IRON FC (TYP)J AT ALL HANGER POINTS 1'CONDENSATE DRAINS REMOVABLE DRIP RUN TO IW LEFT BY PLBR PAN BELOW AC UNIT TRAPEZE HANGER CONDENSATE WITH WATER SENSOR , 1'THICK SOUND TRAP(SEE DETAIL) INTERLOCK AC UNIT (NOT TO SCALE) ISSUE NOTEWITH WATER SENSOR NO DATE DESCRIPTION LINING (TVP) 1- SEE ARCHITECTURAL DETAILS FOR TO SHUT DOWN UNIT 1 08107/2017 PERMIT SET (MIN 15 FEET) INSULATION AND GYP BOARD INSTALLATION CEILING MOUNTED AC UNIT DETAIL SECURE BLDG. DRAIN UNE SHALL AT LEAST OR MISCELLANEOUS STEEL T THE SAME SIZE AS THE NIPPLE CHANNEL WELDED TO BEAM ON THE DRAIN PAN (NOT TO SCALE) _AIR PLUG CLEAN OUT COOLED CO VIBRATION ISOLATION CONDENSING UNIT AC UNIT INSTALLATION OF AC UNITS MOTOR MASON 'DN HS"SEE SPECS 1-LOCATE UNIT SUCH A WAY THAT ALLOWS EASY REMOVAL OF THE FILTER AND ACCESS PRESSURE VIBRATION TITLE ISOLATING PADS PITCH DOWN TOWARD DRAIN PANELS,AND HAS ENOUGH ROOM FOR SERVICE TO PERFORM MAINTENANCE OR REPAIR GAUGE KINETICS'M0.RSP 2-THE PROVISIONS MUST BE MADE FOR RETURN AIR TO FREELY ENTER THE SPACE ON MECHANICAL DETAILS HORIZONTAL UNITS, ALLOW ADEQUATE ROOM BELOW THE UNIT FOR A CONDENSATE 6'CONCRETE SLAB(F B 0) PLUG CLEAN OIJT DRAIN PAN DRAIN TRAP AND DO NOT LOCATE THE UNIT ABOVE SUPPLY PIPING. I 3-HORIZONTAL UNITS SHOULD BE SUSPENDED FROM STRUCTURAL BEAM WITH THREADED --- UNION RODS AND HANGER BRACKETS AUXILIARY DRAIN PAN SHOULD BE AT LEAST FOUR INCHES LARGER THAN THE BOTTOM OF THE AC UNIT REAR YARD GRADE DRAIN LINE TO SITE 4-VERTICAL UNITS SHOULD BE MOUNTED LEVEL ON A VIBRATION ABSORBING PAD SLIGHTLY LARGER LZECCENCETRIC REDUCER " OR FUNNEL DRAIN THAN THE WE TO MINIMIZE VIBRATION TRANSMISSION TO THE BUILDING STRUCTURE UNION DETAIL OF CONDENSING UNIT SEE PLUMBING DRAWINGS HORIZONTAL UNITS SHOULD BE SUSPENDED FROM STRUCTURAL BEAM WITH THREADED RODS AND L—L STRAINER W/BLOW-OFF VALVE MOUNTING ON CONCRETE WINGER BRACKETS AUXILIARY DRAIN PAN SHOULD BE AT LEAST FOUR INCHES LARGER THAN THEBOTTOM OF THE AC UNIT. AC UNIT DRAIN TRAP 5-CONDENSATE DRAIN UNES PITCHED AWAY FROM THE UNIT A MINIMUM 1/8'PER FOOT SHUTOFF VALVE SLAB �`P �pNQ A T O� SEAL AND SIGNATURE DATE 08/07/2017 NOT TO SCALE A TRAP MUST BE INSTALLED IN CONDENSATE LINE TO INSURE FREE CONDENSATE FLOW CHECK VALVE (NOT TO SCALE) A I Q2 6-THE HORIZONTAL UNIT SHOULD BE PITCHED APPROXIMATELY 1/4'TOWARDS THE DRAIN PLUG VAL U -. Q T)T SCALE AS NOTED IN BDTH DIRECTIONS FOR EASY CONDENSATE REMOVAL ` t— 7 UNITDAENSATE OVER FLOW ND WIRED TO UPM BOARD ION SENSOR LOCATED IN THE DRAIN PAN(S)OF THE INLINE PUMP DETAIL ¢ _ , LU DRAWING BY M K (NOT TO SCALE) )) N c ,�f-�/ Z CHECK BY. G D \`Q 1 7`c 9`Z13 1,�� DRAWING NO E ;slo M-200.00 D9 OF 11 PROJECT LAMM -21 - ASELTON I RESIDENCE ATnC 1045ORCHARD STREET I— I— ORIENT,NY 11957 I I ARCHITECT DAISY CHAIN LINK ,� PER MITSUBISHI I V ELIZABETH ROBERTS SPECS AC " 2ND FLR. I CONTROLS COMPONENT LEGEND. ARCHITECTURE&DESIGN 1687TH STREET 3C -- SYMBOL DESCRIPTION MODEL BROOKLYN,NY 11215 _ 718 504 5488 -- 18-2 NON-SHIELDED T "SAVANT"AC&HTG THERMOSTAT SST-W100 r(TYP.FOR EACH ZONE) I `BOILER OUTDOOR T ZONE DAMPER CONTROLLER SST-W100 _ I I ISENSOR -STRUCTURAL ENGINEER a 'TACO"HTG COIL ZONE VALVE Z075C2-1 ZR "TACO"6 ZONE PANEL SR506-4 SILMAN TAC "MITSUBISHI"CENTRAL CONTROLER TC-24B -.32 W Y RKNY10SUP,10TH FLOOR ACC-1 �AC AV SYSTEM SMART HOME NEWYORK•NY10005_2126207970 (60,000) I I I INTERFACE(TBD) MECHANICAL ENGINEER 1ST FLR I I I I I PA "MITSUBISHI'UNIT MTD INTERFACE PAC- ALLOWS DIRECT 1ST-STAGE CONTROL US444CN- D'ANTONIO CONSULTING _—————— _ _ __ __ �_ _ __ - __ OF HOT WATER HEATING COIL FROM 1 F-------- I I 3RD PARTY CONTROLLER ENGINEERS 30 WEST WAUKENA AVENUE OCEANSIDE,NY 11572 I I I 5165944284 (Job#1736) SYMBOL LIST AND ABBREVIATION _I ACC-1 CONDENSING UNIT ——————— P-1 P-2P=DHW- AC-1-1 AC UNIT ® ® ® I B-1 BOILER AC-i AC-2 BP-1 lJ�—— I P-1` _ HTG HOT WATER PUMP BOILER I L ZR I - - &1 BASEMENT - ZONE CONTROLLER BY PLUMBER "THIS PLAN IS APPROVED ONLY FOR WORK INDICATED (TYP) ON THE APPLICATION SPECIFICATION SHEET ALL CO I G OTHER MATTERS SHOWN ARE NOT TO BE RELIED NOT TO SCALE) BOILER CONTROL UPON,OR TO BE CONSIDERED AS BEING APPROVED BOARD OR IN ACCORDANCE WITH APPLICABLE CODES' NYC APPROVED COMBINATION FILL VALVE 3I8k5B" AC-2 &BACKFLOW PREVENTER ROOF Y"DRAIN VALVE W/ +/ �'DRAIN UNE SPILL TO HOSE BIBB BOILER �INDIRECT WASTE W/ 1" CHECK VALVE AIR GAP YEXPANSION AMTROL"MO ST-12 HW CIRC. TANK REFRIGERANT PUMP 1 1/2" LIQUID/GAS LINES 1 1 2" Yt"HWR FROM 2ND. FLOOR FIXTURES 1 1/2" �" ISSUE 1"CW _ 'B&G' MO.4JB17-1" 1 1/4" NO DATE DESCRIPTION II 3)6,x5)8" SEPERATOR CIRCULATOR �" 1. DaID72017 PERMIT SET t"HW TO P-1 P-2 38°x3/4' FIXUTES F qHW SPILLFTOF DE � 1 1/4- (6—D. /4" /T_ (6D X01) 1ST. FLOOR i�l�' i HEAT 'y4 , TO RADIATORS RFM_1 ) TITLE % '" MECHANICAL CONTROLS & Lp 1p AQDASTAT--'a PIPING DIAGRAMS 4"CONC PAD CELLAR .. DRAIN VALVE ACC-1INDIRECT FIRED DOMESTIC HOT WATER HEATER AND BOILER PIPING DETAIL �� Y REFRIGERANT PIPING DIAGRAM — �P PN D T O,A (NOT TO SCALE) NOT TO SCALE �� 02 SEAL AND SIGNATURE DATE. 08/072017 O O SCALE:AS NOTED DRAWING BY M K !' CHECK BY GO'^C3 v� DRAWING NO �OFESSIONP� M-201.00 10 OF 11 DX FAN COIL SCHEDULE "MITSUBISHI"CITY MULTI AS STD IN—LINE PUMP SCHEDULE FOR HEATING COILS N0:2 PROJECT - 'B&G'AS STD MODEL MOUNTING CFM SOUND ELECTRICAL NET REFRIGERANT PIPE SIZES �n /�n /� UNIT SERVING LOCATION NUMBER TYPE COOLING HEATING NOMINAL PIT• LEVEL MINIMUM MFA FILTER WEIGHT REFRIGERANT MEA REMARKS WTR TEMP SERVES Iv"V' TAC BTUH BNH TONNAGE g p, LOW HIGH VOLTAGE LIQUID GAS UNIT NO MODEL NO GPM FT-HD ELECTRIC DATA dB CKf AMPS (AMPS) (LBS) TYPE DEG: F AC-1-1 IST FLOOR CELLAR PEFY-P18NMAU-E3 HORIZONTAL 18,000 20,000 20 050' 410 585 30-39 208V/1PH 30 15 MERV 13,1'PLEATED 67 R41OA- 3/8'" 5/8' P-1 - PL-36-1-1/4" 100 20 - 180 120V/lPH, 1/12 HP RADIATORS ASELT®N - AC-1-2 IST FLOOR CELLAR PEFY-P24NMAU-E3 HORIZONTAL 24,000 27,000 20 050' 515 735 30-39 208V/1 PH 30 15 MER!13, 1-PLEATED 67 R410A 3/8" 5/8' AC_2 2ND FLOOR ATTIC PEFY-P3ONMAU-E3 HORIZONTAL 30,000 34,000 25 050' 613 675 30-39 208V/IPH 4.13 15 MERV 13,1"PLEATED 670 R410A 3/8' 5/8' P-2_ PL-30-3/4' 35 15 - 180 120V/1PH, 1/12 HP RADIANT HEAT RESIDENCE _ 122-06-E P_BP PL-35-1-1/2' 15 50 180 120'V/lPH, 1/12 HP BOILER CIRCULATOR(PER BUR SPEC) 1045 ORCHARD STREET P-DHW PL-36-1-1/4" 100 20 - 180 120V/lPH, 1/12 HP DOM,TANK ORIENT,NY 11957 NOTES, - - ARCHITECT 1-ALL UNITS SHALL HAVE BUILT-IN DRAIN PUMP 2-ALL UNITS SHALL HAVE RETURN AIR TEMPERATURE SENSOR - ELIZABETH ROBERTS 3-COOLING NOMINAL CONDITIONS INDOOR 8VF DB,67F WE,OUTDOOR 99F DB,INDOOR'70-F DB - 4-HEATING NOMINAL CONDITIONS OUTDOOR 47F DB,43-F WB _ ARCHITECTURE&DESIGN AIR COOLED CONDENSING UNIT "MITSUBISHI"!AS STD; NOTE 1687TH STREET 3C -- -- - -- - CONTRACTOR TO RENEW-ALL GPM&SYSTEM-PRESSURE-LOSSES-IN FIELD - - BROOKLYN,NY 11215 UNIT COOLING HEATING SOUND ELECTRICAL DATA NET REFRIGERANT PIPE SIZES - _ _ _ _ _ 7185045488 -- - - - ' TAC LOCATION MODEL NUMBER SERVING gTUH BNH LEVEL SEER VOLTAGE MCA MAXIMUM WEIGHT REFRIGERANT LIQUID GAS MEAb REMARKS - dB FUSE AMPS LB TYPE ACCU-1 GROUND LEVEL PUMY-60NKMU AC-1 &AC-2 60,000 66,000 58 16.7 208V/1/60 25 40A 313 R41OA-' 3/6" 3/4" 122-06-E STRUCTURAL ENGINEER - - -- - — RADIATOR--AND—CONVECTOR SCHEDULE +� ?d'• h' -------—SILMAN=Hws - - --- —--- --- UNIT NO MAKE TYPE MODEL SIZE RATING DEG'F ` REMARKS 32 OLD SLIP,10TH FLOOR NEW YORK,W-10005, 212 820 7970 1-COOLING NOMINAL CONDITIONS INDOOR 80F D8,6TF WB,OUTDOOR 95'F DB, RAD-A GOYERNALE GOV-FREE 4X19 19'H x 4 7-16"W 24 EDIT 180 CAST IRON RADIATOR - 2-HEATING NOMINAL CONDITIONS INDOOR 70-F DB,OUTDOOR 47F OB,43-F WB 3-6 YEARS COMPRESSOR WARRANTY AND VFD CONTROLLED OUTDOOR MOTOR FAN MECHANICAL ENGINEER DIFFUSER AND GRILLE SCHEDULE __ _,,, �,,_, AUTOMATIC AIR VENT UNION (TYPICAL) DANFOSS D'ANTONIO CONSULTING 'TITUS"AS STO __ _ _ _ _ "RA 2000" ENGINEERS TAC TYPE MAKE MODEL BARS/SPACING COLOR REMARKS - TRV 30 WEST WAUKENA AVENUE LED (WALL) LINEAR BAR DIFFUSER AIR) /4 �S CT-4801/8"BARS BY ARCHITECT FRAME BORDER TYPE 4,1/4"BORDER 518 594 4484 NY 11572 51736) 1/4'SPACING WITH CONCEALED FASTENING LBR (WALL) (RETUR HAIR)RETURN TITUS Ci-480 1%4'SPACING BY ARCHITECT 8-BARS FRAME CONCEALED FASTENING FED BORDER - ------ - - - - - - -_ -'- -'---- - FBD (WALL) FLO-BAR DIFFUSER ,GATE FBCD CEILING (SUPPLY AIR) TITUS F1-15 15'SLOT BY ARCHITECT HIGH THROW PATTERN CONTROLLER,HARD CEILING CUPS,BORDER TYPE 22,FRAME TYPE 2 VALVE ESCUTCHEON FOR (WALL) FLO-BAR RETURN FIANCES TAPED AND SPACKLED INTO THE CEILING TO LEAVE ONLY THE NR SLOT EXPOSED ' - PLATE FBCR (WALL) (RETURN AIR) fo -is FL-15 1 5'SLOT BY ARCHITECT TO THE ROOM IF REQUIRED BY ARCHITECT PROVIDE MOUNTING CUPS - LBBR (WALL) LIN BAR RET (FUR LEVECT 480 1/8'BARS BY ARCHITECT --- - - - - --- -- ---'- - LBFS FLOOR LIN BAR SUPP. FUR. 1/4"SPACING FRAME BORDER TYPE 6 NO FLANGES W SPRING CUP 2J-Q_E$, 1 -ALL REGISTER SIZES ARE CLEAR INSIDE DIMENSIONS ON (TYP) 3/4" HOT WATER _ 3/4" HOT WATER SUPPLY l � HOT WATER 'THIS PLAN-ISAPPROVED ONLY FOR WORK INDICATED ENERGY RECOVERY VENTILATOR (AIR TO AIR) - '- MITSOBISHI"AS STD' RETURN ON THE APPLICATION SPECIFICATION SHEET ALL --- --- ---- --- - --------- --- ------ - -----RADIATOR PIPING DETAIL OTHER MATTERS SHOWN ARE NOT TO BE RELIED TAG TYPE SERVING MAKE MODEL CFM ESP IN H2O TEMP. ENTHALPHY RECOVERY ALT/HZ/PHASE MOCP MCA FILTERS WEIGHT - REMARKS - - _ - - UPON, OR TO BE CONSIDERED AS BEING APPROVED MIN MAX EFF'/. HEATING EO-O Nc Les _ _ _ _-_ _ __ __SNOT TO SCALE) OR IN ACCORDANCE WITH APPLICABLE CODES" ETN-1 DUCTED ERV-1 MITSUBISHI LGH-F30ORX5-E 91 300 046' 81-655 79-63% 63-50% 208/1/60 15 18 FlBER"E 730 CONTROL• UNITS SHALL BE COMPLETE WITH MITSUBISHI PZ-60DR LOSSNAY CONTROLLER ON/OFF/,FAN BOILER VENT AND 3RD FLOOR 2 3 4 SPEED&VENT MODE CAI COMBINATION PLATE TERMINATE AS PER BOILER MFRS - TOILET EXHAUST FAN SCHEDULES _ — RECOMMENDATIONS �— GRILLE WEIGHT - - - —' ------------- --- -- -�_ __----- - 1 1 5 UNIT NO TYPE SERVING MAKE MODEL/SIZE DRIVE RPM SP CFM VOLTAGE/PH WATTS SIZE (LBS) REMARKS -_ ^^_ �- _- _ ®CONDENSATE DRAIN) ASSEMBLY,SPILL ' CEILING POWDER ROOM PANASONIC FV-11VQ3 DIRECT 1080 0 25 90 120V/1 27 11-13/16"SQ. 11 0 INTO FUR DR. _ TX-1-1 CABINET _ _ 6 - - BOILER VENTING COMPONENTS ISSUE NOTES "CENTROTHERM"- INNOFLUE OR APPROVED EQUAL NO DATE DESCRIPTION DESCRIPTION MODEL 1- PROVIDE BACK DRAFT DAMPER # GAS FIRED HOT—__. 2- PROVIDE ANGLE MOUNTING BRACKETS WATER HEATER t 081072017 PERMIT SET 3- PROVIDE WALL SWITCH 1Q CONCENTRIC WALL TERMINATION CWT W/DIRECT VENT - O CONCENTRIC VENT LENGTH ICVL Q3 CONCENTRIC DRAIN TEE ICHD 2ND FLOOR GAS FIRED HOT WATER BOILER SCHEDULE ® CONCENTRIC ELBOW ICEL TWIN PIPE TO CONCENTRIC APTER__!9C_ __ .HOT WATER BOILER DIRECT TITS BOILER BOILER SHIPPING GAS PRESSURE © AIR INTAKE PVC — VENTING DETAIL NO* MANUFACTURER SERIES LOCATION MODEL NO MAX. INPUT MIN INPUT DOE WATER INTAKE SEASONAL WEIGHT MEA NO MIN W.0 REMARKS (NOT TO SCALE) MECHANICAL EQUIPMENT BTUH BTUH/HR HTG/CAP BTUH CONTENT (GAL) SIZE EFFICIENCY O7 INNOFLUE IM MECHANICAL Q SCHEDULES B-1 BOSCH 151 ENSTAR ZBR42-3 151,600 36,000 134,400 0 952 3"0 94 3 103 6 357-02-E 3 5" B LONG JOHN SIPHON U1W5 CLOSET BOILER SHALL INCLUDE ALL STANDARD FACTORY PACKAGE CONTENTS �P�v 0 O D SEAL AND SIGNATURE DATE 08107/2017 7� .Y 0 SCALE AS NOTED w DRAWING BY MK uj CHECK BY GID DRAWING NO A� FESSoOA M-300.00 11 OF 11