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Home My WebLink About40744-Z o�SUfFnt,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT Vol[) C3 TOWN CLERKS OFFICE o . � SOUTHOLD, NY NOT ILI 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#: 40744 Date: 6/3/2016 Permission is hereby granted to: Yahalom, Joachim 351 E 51st St, Apt 14C New York, NY 10022 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 965 Edward Ln, Orient SCTM # 473889 Sec/Block/Lot# 18.-3-20 Pursuant to application dated 5/9/2016 and approved by the Building Inspector. To expire on 12/3/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTE N $3,485.60 W DWELLING $50.00 Total: $3,535.60 F 611 ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from-Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial,building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of 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.73.25 - 4. Updated Certificate,of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 /r Date. New Construction: X. Old or Pre-existing Building: check one) a/ Location of Property: �l� House No. Street Hamlet Owner or Owners of Property:P rty: y �� <�. � t A yaGoa/0/74, Suffolk County Tax Map No 1000,Section Block 03' Lot ZD Subdivision Filed Map. Lot: Permit No. D Date of Permit: Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature L FIELD INSP4MON=Ep6kr DAM FpUND,AtON(1ST} - , -- --........ , . .........- FOUlZDA,TTQN'(2N15) � ROUGH FRAJYa.`l'Q& PLUMBING C) INSULATION PEA N.Y. STATE ENERGY COBE FINAL Co . j TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying9 TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502Survey SoutholdTown.NorthFork.net PERMIT NO. ' '� Check Septic Form NYSDEC Trustees C O Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: �y Approved -5 20 / Mail to Disapproved a/c Phonen�Q u i Buildi g In MAY92016 APPLICATION FOR BUILDING PERMIT BUMDING DEM Date 20 TOWN OF SOMOLD 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 Inspeztor issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. p� ( ature of ap ant or name,if a corporation) H 1 -T(7 01 U S� 2C 150 rit �/I, (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder IGH.ITCV'r Name of owner of premises Jopa"HI M * Jvyl+TH �Iogkwm (As on the tax roll of latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of cor�or�tg ogicer) Builders License No. ��,,�6 (( ��jj Plumbers License No. 5-P Electricians License No. Tim Other Trade's License No. 1. Location of land on which proposed work will be done: 9/n5 A em g-D5 LRN� D�I�NT Hous umber Street Hamlet County Tax Map No. 1000 Section L S Block 030 Lot 2.0 r Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and,r/ptended use and//o^cccu ancy of proposed construction: a. Existing use and occupancy �/Az-,ANT IA+ S b. Intended use and occupancy -!!5W(n Z FA M(LY Iw7lWN 46 3. Nature of work(check which applicable):New Building \oe"_ 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 Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height dd Number of Stories 'l �1 ( " ' 211 Depth—�� 8. Dimensions f entre new Iionstruction:Front �i Z Rear Height 5. Z, Number of Stories ; 9. Size of lot:Front Rear 2,5 6 ' 161 ! Depth � ' � ' 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13..Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES NO _AoAt,HiM AWA JVPrM 14oH&VK 3 51 6W 619T 55 'Ny,N Y 14.Names of Owner of remises Address Phoril" 7 Name of Architect Address Phone No q Name of Contractof5g-1�i L"CIiNSfYI(9(2( Mdress MAD WK 44--Phone No.to 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. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO VI *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY 01766 tY�p $C, Jb Hy �L 5 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contraco above named, (S)He is the 9'I-r_,� 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. MARY SARAGOUSSI Sworn to before me this +� ,Votary Public,State of New York day of 2016 No 01 SA6262738 Qualified in Kings County Term Expires May 29,2016 Notary i Signatu o A icant � o Town Half Annex Ji T f 54375 Main Road P.O.Box 1179 G� Q ro enrich _ n e (1 Soud,old,NY 11971-0959 C© JUL - 8 2016 BUMDING DII'ARTMIlVT BUM DING DM. TOWN OF SOUTHOLD TOWN OF SOLI]MOL APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY., Date: 7 4 Company Name: 4o' -T S -tom C---r fz C Name: License No.: g _105 }' Address: , q . O ' 0 l - SO v->-i?o c.-r,,>lPhone No.:. !l471 1.- JOBSITE INFORMATION: (Indicates required information) *Name: �'�A C H(s VA t4a L OM *Address: Q� 111S-7 �e-d� o1-z,f'a� !11 S-7 *Cross Street: _�Arn� �laAn *Phone No.: d a _ 6 3 g S-g 9 9 Permit No.: Tax-Map District ' 1000 Section: Blodc Lot *BRILF DESCRIPTION OF WORK{Please Print Clearly) ' i4„V-/"o C- D hl A/ �/1�4A1,9 G✓r-�G, ;'�' � w oma,/� S(ti (Please Circle All That Apply) *Is job ready for inspection: YES NO- Rough In Final �� *Do-you need a Temp Certificate: 09 c NO Temp Information(If needed) - � - *Service Size: 1 Phase) 3Phase 100 150 200 300 35o 400 Ocher I . *New Service: Re-connect Underground Number of Meters/Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION �D nAl 824Request for Inspection Form ��x 1 � 1 fiq ,1- Scott A. Mussell =��''� S�F OJ�.AvJ WA FJEJ� ' i ' SUPERVISOR MANA(G1JE��UEN T SOUTHOLD TOWN HALL-P.O.Box 1179 (� 1 53095 Main Road-SOUTHOLD,NEW YORK 11971 tr'f f 4Cy ��w� Qf!J�ul,l'�L G�yrG- CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ' 0 2016 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No �' ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E]® B. Excavation or f illing 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. I ®❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑13 E : Site preparation within the one-hundred-year floodplain as depicted i •nfi qr� 17 Y' D '-• ' -� en'Eft -M-�Map�of-any �Ynt e;t rein s-,- ... -Q-'- ❑❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete-the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Contra[Plan and a completed Check List Form to the Building Department with your Building Permit Application. " S.C.T.M. #: 1000 Date; APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) Di>trict f / r, NAMt ,yap, coon Block_ Lot FOR BUILDING DEPARTMENT USE ONLY Contact Inrormatwn 71' .�S J ) -� - —' - :etlMn.,eRmnhn Reviewed By: _ — — — — — — — -- — — — — — — — — — — -- - bate: Property-Address /-Location of Construct'oil Work: — — — — — — — — — — — — — — — — — {_, y; `l.I,at vt i',1'ni.,irtar;8m'llgM'ililting Permit- �'G SgpeillOmiir t*';rtt4ttgrtwii4 Cvlilrol Plan Not Required 1� �igrtrgi?4:tPa11 itilt►it;�'grltrikt,,C-61rol Plan i,Required IFurY/�rrl ivl a,,getx4i6i'q:lh^tiaaiment for Review.) FORM SMCP-TOS MAY 2014 r . CHAPTER — - — - -- APPLICANT: •. _ - --_ rProperty Owner,Design Professional,Agent,ConttS.C.T.M. 1000 C�IAPTER 236+etar,Other! Stormwater Management Control Plan CHECK LIST NAME f ::r;r_;�'/' 11 stclian oicsi. LotG� it 2 S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Date: / gr! The applicant must provide a Complete Explanation and/or Reason for not providing . — �— --` 5 -�T 1w Q all Information that has been Required by the following Checkhhtl �iSiwniit - T.kimone Nnn,.r - I A Site Plan drawn to scale Not Less that 60'to the inch MUSTt If You answered Noor NA to any Item, Please Provide Justification Here' show all of the following items; - YE�II.NO1,NA' If you need additional room for explanations, Please Provide additional Paper. a Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(c)(2), d. Test Hole Data Indicating Sdil Characteristics&Depth to Ground Water, j -- - - — - « --- e. Limits of Clearing & Area of Proposed Land Disturbance. ( ., - f,_ Existing& Proposed_Contours of the Site (Minimum 2intervals) F'1N 1111 I_ Shall iricfuol�,f,ut nuc UC 11M, coo tv. - g. Location of all existing& proposed structures, roads, ( A well mainc:,trr�to c i�tserU.`ovrr � 1` a1'a� --- driveways, sidewalks, drainage improvements &utilities. " - Ili III Wire cracked Silt h. Spot Grades & Finish Floor Elevations for all existing& IH I!t Seeding of exis>d ani/or tr�dfrtr sol"' pi oposed structures. _ 1. Localion_of proposed Swimming Pool and discharge ring.- j. Location of proposed Soil Stockpile Areas?. ==III = k Location of proposed Construction Entrance/Staging Area W. � �� ' -n®aeWAMe eaacczcr—r 1nDJQ &0 : �tt�aaaats�a� I-_Location of proposed-concrete washout areata. M, Location of all proposed erosion&sediment control measures_ ^-- - - 2. Stormwater Management Control Plan must include Calculations showinggeh.__ L___ that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(27) inch - -------- --rainfall/storm event. 3. Detail:8 Sectional Drawings for Stormwater practices are required for approval. _ Items requiring details shall include but not be limited to: a Erosion & SediiTient Controls. -Ill- !il - ------- - - ---- -- -- - - --- - b. Construction Entrance & Site Access. III.!III c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d Leaching Structures (eq. Infiltration basins,swales,etc.) I✓ 111 IIII I I 0It 0,e ..'TU E,0NLY"••>' —'Additional Information is Required. rr Reviewed & �j e r / l Stormwater Management Control Plan is Not Complete_ Approved By. to { — - - — — — — — — — — — — — — — — — — — — — — — — 1 Stormwater Management Control PIan is Complete, Date- far I �3' SMCP has been approved by the Engineering Department. r'j� FORM " SWCP Check List -TOS MAY 2014 .. . ;n, vim. — &C4v-A�LAstvio a-! ZPCt 1P) tAU tftV*1'1 alL11 NE TO COURSE SAND. AHALOM 'ARDS LANE, ORIENT, NY 11957 ►ND TOPOGRAPHY BY PECONIC SURVEYORS DATED FEBRUARY 16, 2016 IVD 1988 ° SILT FENCE -X X ORANGE PLASTIC BARRIER FENCE NO. DATE DESCRIPTION ®-- LIMITS OF DISTURBANCE DRAWN BY: DWR STABILIZED ROAD AND CONSTRUCTION PARKING DESIGNED BY. DWR STABILIZED CONSTRUCTION ENTRANCE CHECKED BY: DWR TEST HOLE DATE: 4/15/16 EROSION&SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing,stabilization& Seeding of exposed and/or inactive soils. DRAINAGE INSPECTIONS ARE REQUIRED 25� Contact TOS Engineering at 765-1560 before Backfill, OR provide Engineer's Certification that the drainage has been Installed to Code. TEMPORARY APPROVAL OF STORMWATER MANAGEMENT EROSION AND CONTROL.Pu - Code e 236 SEDIMENT Date: 23 l Approved by: _ CONTROL PLAN 0 30 60 ... 111 = 301 feet VENT VENT VENT VENT VENT PROPERTY INFORMATION ABBREVIATIONS — — — — '— — — — — — — — = — — — — — — — — — ' — - - - ROOF • NEW WC ON 965 EDWARDS LANE, ORIENT, NEW YORK 11057 A.C.T. ACOUSTICAL CEILING TILE MTL METAL I NEW ROUGHING SCTM NO. 1000-18-03-20 A.F.F. ABOVE FINISHED FLOOR MW MICROWAVE ( NEW BIDET ON NEW APPROVED AS �!0 I ED LOT AREA= 100,845 S.F. OR 2.315 AC. BET BETWEEN N.T.S. NOT TO SCALE NEW ROUGHING NEW LAV ON I I NEW ROUGGHH ON d?� ( I I ING =� ~ •-+��-*�-► DATE: � .,.. g.P.# CLEARING LIMITATIONS: THE UNDISTURBED PORTION OF THE SITE BLDG. BUILDING N.I.C. NEW ROUGHING NEW LAV ON O Lam' A NOT IN CONTRACT NEW ROUGHING ro tt,,... . ...,� SHALL BE MAINTAINED AS A NON DISTURBANCE BUFFER. C.H. CEILING HEIGHT OP'NG OPENING I — — I I NEW BATHTUB � — -� � ~ Anes '��•...�` � DPf2 CERTL- ,.,�Tis- . �"��' . .�•► FEE: BY: ZONING DESIGNATION: C.J. CONTROL JOINT PL. LAM. PLASTIC LAMINATE I / 1 1/2_ — — — NEW SHOWER I I NEW SHOWER — 1 1/2" ,- .; ` ,.,� NOTIFY BUILDING DEPARTMENT AT T' — — — I I NEW FLOOR — T SOLDSRU.?. P r!I.. X.. LOT COVERAGE CALCULATIONS CLG. CEILING PLYWD PLYWOOD I ( NEW FLOOR DRAIN !''••e 765-11102 3 AM TO 4 PM FOR THE CMU CONCRETE MASONRY UNIT PTD PAINTED I I I I I I DRAIN ( I 'G INSPECTIONS: I 1 SUPPL�SrTL=t�' �.'�`.. 4�?T PROPOSED SF MN R.C. REINFORCED CONCRETE I I I I I I EXCEED 2/10 0 1 a LEf.D. 1. FOUNDATION STRUCTURES ALLOWABLE SF COL COLUMN ( I I I 1. FGUNDATION - TWO REQUIRED BUILDING COVERAGE 20,169 (20%) 3,271 (3.24%) CONC CONCRETE REF. REFRIGERATOR I I I I I I I I I FOR POURED CONCRETE 2,069 (2.05%) C.T. CERAMIC TILE REQ'D REQUIRED I t NEW FIXTURES — SECOND FLOOR 2. ROUGH - FRAMING & PLUMBING DECKS ° 3" 3" 11/2" 112" 112" 11/2" 11/2" 11/2" 3' 3. INSULATION DRIVEWAY 3,609 (3.58/0) DET. DETAILS SECT SECTION I WITH NEW ENTRY WALKWAY 385 (0.38%) DWGS DRAWINGS SHT MTL SHEET METAL PLUMBING BACK TO I 4. FINAL - CONSTRUCTION MUST 618 0.61% DISHWASHER SIM SIMILAR I \ _ _ I I \ PLUMBING' GARDEN ( ) DNV I I — — -- I NEW WASTE& I �— — — — -� e BATHROOM 201 AWK ,- BATHROOM 205 I ALL WATER BE COMPLETE FOR C. . 106 0.11% � &WATER LINES NEED ALL CONSTRUCTION SHALL MEET THE EXTERIOR STAIRWAY ( ) ELEV. ELEVATOR SPECS SPECIFICATIONS Iw IW NEW ROUGHING w Iw NEW WC ON I w TESTING BEFORE COVERING REQUIREMENTS OF THE CODES OF NEW ENCL ENCLOSURE STL STEEL > NEW WC ON > > > NEW ROUGHING > I� NEW ROUGHING (= NEW DISHWASHER I ( YORK STATE. NOT RESPONSIBLE FOR TOTAL LOT COVERAGE 50,422.5 (50%) 10,058 (9.97%) EX'G EXISTING S.M. STAINLESS STEEL NEW LAV ON I NEW UTILITY I� NEW FLOOR DRAIN I� NEW LAV ON GALV GALVANIZED REF. TRASH RECEPTACLE — SINK ON NEW NEW LAV ON _ _ w — w w NEW ROUGHING — I w DESIGN OR CONS i RUCTION ERRORS. NEW ROUGHING — — z // z z z — FLOOR AREAS: \ I T NEW NEW FLOOR 1 1/2 i I NEW SHOWER _ 1 1/2" I z PROPOSED SF GL. GLASS TYP. TYPICAL / ROUGH IN •� — TRUSS PLACARD(NG REQUIRED 271 (3.24% GWB. GYPSUM WALL BOARD U.O.N. UNLESS OTHERWISE NOTED NEW CLOTHES NEW FLOOR DRAIN I— - T- �'•`•"�' i r FIRST FLOOR ) NEW FLOOR I 3 DRAIN DPA#hEr, SECOND FLOOR 1,862 (1.85%) GL. HEIGHT V.C.T. VINYL COMPOSITION TILE WASHER��. W ( I I DRAIN I i I ( DW DW I I I I �``'_,p:"� R- ' ^ 5 133 5.09% METAL V.I.F. VERITY IN FIELD I I i I I I I I Y i = C�:s'ti3c�t;cr1 COi'r.�'LY 1'`. I I I I ALL CODES OF TOTAL GROSS FLOOR AREA ( ) H.M. HOLLOW M C�l,t.._ NEW FLOOR I I ``' '~h r NEW YOP�K STATE & TOWN CODES ICE ICEMAKER WD WOOD DRAIN 1 1/2" I I Bpi �.:,� _ ,"+, , t�Ccci�. 1 1/2" 1 1/2" I I I tF ,..s,.; � ,;� �� - � n ' AS REQUIRED A(�O�B��F INFO. INFORMATION 1 1/2" 2" I I 2" 1 1/2 1 1/2" 3' 1/2" 1 1/2" 1 1/2" 3° RST FLOOR BUILDING HEIGHT CALCULATIONS LCC LEAD COATED COPPER I I I MAX. MAXIMUM FUTURE � I � \ I � PLUMBING I \ i"�$s`��t.a. �s �. $O I I MAXIMUM BUILDING HEIGHT=35'-0" MIN. MINIMUM I FIXTURES I I rR¢ o <, >u. � 11 ,T LAUNDRY 110 GARAGE 109 WC 108 KITCHEN 106 ( I FUTURE BATHROOM 103 I �...,_.- "'� �' cTUSTEES PROPOSED BUILDING HEIGHT= 29' 2 1/4" MTD MOUNTED NEW FLOOR I PLUMBINGFIXTI ^� INOT PROCEED DRAWING LIST I I I DRAIN I NEW FLOOR I RES D0 M G UNTIL SURVEY A00 SITE PLAN, NOTES, DRAWING All BUILDING ELEVATIONS A24 BRIDGE AND ELEVATOR DETAILS X37-�f1lINDOV{/ANB DOE3R BETAi��- 0 o I o I of / I DRAIN — \I J FOUNDATION LOCATION F CTAII I I ,.._ _. ..;- .-. .. -- -\' I o .... --.. .:.-- ... o HAS BEEN APPROVED PAV F (�; i LIST, ENERGY NOTES, PLMB Al2 BUILDING ELEVATIONS A25 STAIR DETAILS -A38-INT-ERiOR-BOOR D cn U) cn U) I W O CU RISR DIA. A13 BUILDING ELEVATIONS -A26-STAIR-DETAILS --- A39 SCHEDULES I `O I `°I I I I `° G SECTIONS A2'7 «TCHE�d PLANS P11, ELEVATIONS�--040 JCI+CI,111 W I w I t�iil ._ ........... I w ........... I w USE l� U�L��,��U"� - A01 BASEMENT PLAN 014 BUILDING A rfO DAT 117nl111A PLANS Awll'1 CI C\/ATI/'>AIS�`_— A02 FIRST FLOOR PLAN A15 BUILDING SECTIONS TONS z z z I z ��TIFI � 016 BUILDING SECTIONS S01 FIRST FLOOR FRAMING PLAN - - - - I- - - - - - - - + - - - - - - - - - - I BASEMENT A03 SECOND FLOOR PLAN �� A04 ROOF PLAN A17 BUILDING SECTIONS A30 POOL1!OUSE PLANS AND ELEV/A�rnO S02 SECOND FLOOR FRAMING PLAN I I ( 1 1/2" 1 1/2" 3" I 1 1/2" 1 1/2" 3' j �I OF OCCUPA G A05 BASEMENT RCP A18 BUILDING SECTIONS ^31 CLOSET PLANS-AND ELEVATIONS S03 ROOF FRAMING PLAN A06 FIRST FLOOR RCP A19 FOUNDATION DETAILS SO4 STRUCTURAL DETAILS A07 SECOND FLOOR RCP A20 EXTERIOR DETAILS �^�-33 INTERIOR ELEVATIONS A D-DET^ori_� S05 TYPICAL STRUCTURAL NOTES & DETAILS FUTURE BATHROOM 004% FUTURE BATHROOM 0081 A08 BASEMENT POWER PLAN �,z1-ZINC-DETAILS - -A34-T,QTERIOR--L� T-ION s-AND-DETAIL-S- HOUSE TRAP A09 FIRST FLOOR POWER PLAN X422-ENT-RY-C-A OP DETAILS �5--EXTERIOR--MIL-LNVORK-DETAIL TO NEW SEPTIC SYSTEM A10 SECOND FLOOR POWER PLAN X423-WAL -A36--WINDOW-AND-DOOM-DETAIL' GENERAL NOTES PLUMBING RISER DIAGRAM 2 SCALE:NTS . . I 1. STRUCTURAL PLANS, TO THE BEST OF OUR KNOWLEDGE, CO G R ,S S� N�� n 4��2 f COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE NEW YORK STATE B THE ST CODE. I KEY TREE LEGEND Compiiance A WELL I 2. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK, LATEST EDITION AND ALL EM �e o =UTILITY POLE �p APPLICABLE FEDERAL CODES, STANDARDS, REGULATIONS, AND LAWS. V I WELL • (1)MAPLE • =(3)WILD CHERRY �' =YPICAE I 3. WORK NOT INDICATED ON PART OF THE DRAWINGS BUT REASONABLE IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL (TYPICAL) BE REPEATED. I � =TEST HOLE - �� ) -(4)RUSSIAN �j°V�A SEPTIC&LP �y 4. IF ANY CASE OF CONFLICT BETWEEN THE NOTES AND DETAILS, THE MOST RIGID REQUIREMENTS SHALL GOVERN, CONTRACTOR SHALL MAKE NO PI„0 ject ) ® =MONUMENT =(2)CEDAR z S OLIVE BUSH =(6)EVERGREENS \ o y� I DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. Lr✓ 34 36 38 40 O� i 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND COORDINATE WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER Ent-riry Cods 2010 Neter Yark Energy Conservation - - - CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. � 42 6. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES, AND UTILITIES LINES FROM ALL DAMAGE. Location: Suffolkgle- amilyCounty, New Y�,rI� 32 � q I 7. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. �£�rl�'��^1>��`�IPJ�iTy�S�: Sltti�i��f�elr�tll�y � o � rr EDGE OF LAWN r + \ Pr>ajeeaType,- New Construction N52 28 00 E 398.48 THIS RECORD ENGINEER PERMITS ONE BUILDING PERMIT AND ONE STRUCTURE TO BE BUILT WITH THIS SET OF DOCUMENTS AND SHALL NOT BE Conditioned Floor Area- ft2 30 CMF 9. THE ONS G EHESE DOCUMENTS. DESIGN AND SHALL NOT BE RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Glazing Area 26s UTILITY ENGINEER FOR BE f NOTIFIED OF ALLCHANGESTO TH C'ilrr�etran'P; 4 lit CMF o POLE 1 BOR, MATERIALS AND CONSTRUCTION SHALL COMPLY AND CONFORM WITH ALL RULES, REGULATIONS, CODES AND ORDINANCES OF ALL {5750 MOD) � LOCATION OF'�EW LOCATION OF ELECT. Permit Date: - UNDERGROUN[� 1b00 1viETER"H"FRAME °�' 0 FEDERAL STATE AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK, INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). I Permit hl:n�lix�r: �. —Z, m RESPONSIBILITY OF THE CONTRACTOR AND ALL TRADES TO ENSURE STRICT COMPLIANCE WITH ANY REGULATIONS AND/OR RESTRICTIONS BUILDING ENVELOPE.. _ r ntr .. .. C?� I r3� /'�� 'cOr: COn�trtl�E�rri aik�� Owner/Agent: 9 : m 11.WALLISHENEDA HWG MUST EXTEND TON ANY SPECIAL TOP OF WALL PLATE AND BE NAILED OFF ON BOTH PLATES, ALL STUDS, SILLS, SHOES AND BAND JOISTS 965 8dwar�l one ]� e}�'lrn and Joidith Yahelom Se Design Archikeietw ` V OF BY INSTALLING 2X4 BLOCKING ON 2 FOOT CENTERS BETWEEN RAFTERS AT O'dnt N 2 STABILIZED SUMAC GROVE. ..-.' . W ��..: �1NAY . 42 `�' BUILDING. E z N 12.ALL PLUMBING S TO COMPLY WITH OTHE LATEST O OF NEW YORK STATE, COUNTY AND LOCAL HEALTH DEPARTMENT CODES. N/O/F W , .. .. .. .:.. ... , . ,.. .,, .... ..... :::.,-.°.:>:..:::::.�. ,:.:... .. .�,�.... .::-�,:. _. . �n \ fVFLY W UNDERWRITERS REQUIREMENTS ELECTRICAL CONTRACTOR SHALL FURNISH A _ ... .. ,, --. , :�::. .::: . .. .::. ... ............. ....�..-� ...........�........ 1 O s WITH NEW YORK BOARD OF FIRE ...�.... ..... ... .... .. .. ... . ,::... . ... -�'. .... . ,..,..<....,,..:.. ........... ,..\ ..�:.... ..,.::.::�... ,:... .::: ...,.:.. ,..::..... CO ``�l •�I 3 ALL ELECTRIC WORK IS TO C . .: • ,. .�. . , . . ..... .... �...,,.. , . \, :... .. . . .. . .. < .,......:..... . ,.. ,..< . . ... ..... .... � E OWNER \ UNDERWRITERS CERTIFICATE TO TH FLYNN, W .arrlp::sarie 0.3%Better Than Code P3rxirxrurn l.)��: 1137 7nurU�., 1194 FL • u BS 136 -LP e N > ' 14.PROVIDE HARD WIRED AND INTERCONNECTED SMOKE DETECTORS AS PER N.Y. STATE CODE (LATEST EDITION) Thhl'A N twor wjIre fla n c°oo 1n:;lo,r ��a `mw dwA t�co mpl nflaQ tM. h° 1%ba Ian=fu trM,,-Of rtal . AND O m o,;ola +375 , .5 : \ O ER TO WRITTEN DI R TO VERIFY ALL EXISTINQ CONDITIONS AND DIMENSIONS IN THE FIELD AND It DOESNOT 1 ° cl_� to v r s� + orcporae:l-i �l�lni�'-jm-4 �slar`�e�w, COLLEEN ` Z �� 0 15.00 NOT SCALE DRAWINGS REF DIMENSIONS CONTRALTO . ... SMITH = rn GA EN I = NOTIFY OWNER OF ANY DEVIATIONS OR ANY DIFFICULTIES IN THE LAYOUT. „� i \ o �•oa m16.THE INSTALLATION OF ALL PRODUCTS SHALL BE NEW AND SHALL MEET ALL - �"I' & L II I 1 MISALIGNMENT ACCORDING TO �.M .: +37 +3 Z MANUFACTURER'S C COLLAPSE, ' + _ .: m cro,v : .'PROPOSED < 1 7. NG, CO SE, DI , 150 . ;; M 1Pt37 . \. . 50.0 milk ... :. :::.>. ...., •.... r .. ,. ? PERVIOUS, / ` d ' ' o- 1 � ops RST NG ALL WORK DURING DEMOLITION AND CONSTRUCTION AGAINST STANDARDS AND GOOD PRACTICE. � q, . . ALL CODES»�PROTEC.:. "' DRIVEN! Y �:A p c ,:. r.cT B00*0 F RECORD HAS EEN RETAINED FOR ONSITE INSPECTIONS AND COORD4NATION. ENGINEER OF RECORD IS NOT RESPONSIBLE ,u�:: :.. .: :> .��: -�...�- - � - � "' �;3 •: - � 8 FOR SUPERVISION, INSPECTION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. i06`f1i 1�Iood:Frerri ,.16 . 2,532 .38.0 0.0 O.ta4 72 I WELL \ +37'S �.`...*3'.:5. UTILITY 19.TOTAL HOUSE HEIGHT NO TO EXCEED 30 FEET FROM NATURAL GRADE ELEVATION. GRADE APPROPRIATELY TO MEET HOUSE HEIGHT RESTRICTIONS I POLE Cu €n Wall: natal Frarne.-Do able merle 429 0. 00 120 I & 6 \ +38 10MIN. � ,\ � � AND PREVENT DRAINAGE FROM SLOPING TOWARD HOUSE. VERIFY IN FIELD ALL ELEVATIONS AND HEIGHTS. Glass IGllldl�g).Above 13t:Metal Frame wlth Thermal 6reakMotrbl'o Parse with 333 0,400 135 1 SEPTIC � I �� `; � � � 20.LOCATION OF ALL STRUCTURES ON PROPERTY IS NOT THE RESPONSIBILITY OF THE DESIGN ENGINEER. ALL SETBACK LINES AND STRUCTURE Lew- (CLEAR 28 1 N I ;U X LOCATIONS SHALL BE LOCATED AND STAKED BY OTHERS. Glens{alidiri )8 l�sv 8":Metal F`mme wlth�Iit�rr��l Fsr>��I :Tr1�11��r+�witty 32 0,380 22 ° _--_ 2 �` w - 21.STRUCTURAL ELEMENTS THAT ARE UNCOVERED DURING THE COURSE OF ALTERATION AND THAT ARE FOUND TO BE UNSOUND OR DANGEROUS I' go --40 = I SHALL BE MADE TO COMPLY WITH THE APPLICABLE REQUIREMENTS OF NYS RESIDENTIAL CODE. Glass{Folding, )Below 8': Metal Frame with Themnal 6r ek;Triple Fane with 72 0.3.40 24 \ LPw" n PROPOSED ""'` � --I � 2 I PRESENTED TO ARCHITECT FOR APPROVAL BEFORE Low- \ r 5 BEDROOM I"' , \ :-L „ . . p .ALL CONTRACTOR PROPOSED MATERIAL, FIXTURE, FITTING OR FINISH SUBSTITUTIONS TO BE 36 0.31x0 iL HOUSE ii = O 2INSTALLATION. 0 L Entry Door,SoHd +37 +37.5 LOCA � � -n C � 23.CONTRACTOR RESPONSIBLE FOR EMERGENCY WEATHER PROTECTION, STORAGE SHEDS AND PLATFORMS FOR SUBCONTRACTORS, CLEANUP AND SOUTH:Wood Frar`r+a,16""ox. 2,23 38 0 0 0 0 044 61 •�°�, "'°' `I' � PF + E 6p 0' � D r REMOVAL OF SUBCONTRACTORS TRASH AND REMOVAL OF FAULTY EQUIPMENT. )., Glass(Sliding)Ahove.8':Metal Frannie:Triple Pere 756 0,400 302 195 , ,. I 24.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LIVING ROOM MILLWORK, BATH MILLWORK I EXIST. EE TEST "� GIs�alidiri0}8i:rakt+81:Metal I=rrri �lth Thermal 8r1,; rlpl Pn: rit + 0.360 35 75.0' •• / s�Qe�y • a 313TO RE IN HOLE I 25.CONTRACTOR TO PROVIDE SAMPLES OF THE FOLLOWING FOR ARCHITECTS APPROVAL BEFORE INSTALLATION: STONE COUNTER TOPS, CABINET AND Low-E �P�R o ^ > MILLWORK FINISHES, TILE FLOORING. lES1`.Wood Fr�arne,,1fV ox, 1"28'0 38.0 0.0 0,044 50 N ` PR" 'POSED�/ L' RaeoS�°. ��° LAWN � � I 26.CONTRACTOR TO ALLOW FOR 6 PAINT COLORS. PAINT= 2 COATS OF BENJAMIN MOORE ON PRIMED SURFACE. Glass Slidta )131v 8I Framewith Thermal 8r1 :lrlple P •Iwith 72 0.383 26 `l Q 40 I 27.ALL MILLWORK TO HAVE CLEAR LOW LUSTRE FINISH. CONCEAL ALL FASTENERS. \ Low-E LAWN \ t °.o I l;;t 28.PROVIDE & INSTALL GRAVEL& FRENCH DRAIN PIPING TO TAKE WATER FROM DOWNSPOUTS AWAY FROM BUILDING. Glass f.Foldrng)Above 8':Metal Frannie with Thi raial 6real<cDouble. Rene with 50 0.,370 19 O .�°". ° nA® 38 \/ 29.ALL NEW GRADING TO BE SLOPED AWAY FROM BUILDING. A +37.5 Class�Fctdfnq)Below-81" P-get'aI Fr'Dl�0 WithTI,emnal Ste,*Trlple Pane wIth 1 0340 G m I ENERGY NOTES ,9 1,68 38 0 0 0 0 044 ;65 1 fop ` °"°�° RAISED TO OGRAPHY EAST,Wood Frame,16"o.,c, o � � d7 �1 I AND EXTRA SCREENIN m SHALL CONFORM WITH THE REQUIREMENTS OF THE NY STATE ENERGY CONSERVATION CONSTRUCTON CODE LATEST EDITION). Glass(SIIding).Above 81;Metal Frarne:Double Fare with Low-E 72 0,400 2.� / � ' O m m I 1. ALL CONSTRUCTION N/O/F Iu, 2. THE ENGINEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, THAT THE DRAWINGS COMPLY WITH THE NY STATE ENERGY CONSERVATION I UI Glass(Folding)Abwie 8%Metal Frame with Thermal Break:Double Pane with 54 0.370 20 I DAVID -: :: ; �>LDI 38 CONSTRUCTION CODE. Low-E I FISHER sclzEErliiac SCREENING = > 3. EXTERIOR SLIDING DOORS ABOVE 8'-0" SHALL BE U=.4 MAX, SLIDING DOORS BELOW 8'-0" SHALL BE U=.36 MAX, FOLDING DOORS ABOVE 8'-0" SHALL BE Glass(Folding)Below 8, Metal Frame with Thermal Break,Trlpie Fine�alt#i 24 10.340 8 �' � ' _ � I - S BELOW 8' 0" SHALL BE U- 34 MAX FLOOR R 6 ALL R 3 FILING R-60 Lova-E I S o MAX, FO - - 0, W - 8, C . 208 0 0,0 0,n4q g CMF M 4. ALL BUILDING MATERIALS, AND ASSEMBLIES THAT ARE CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR o m I PORCH WEST:Wood Frame,lI9 �,�. .� 1 C F Ial01�CkI�ST,Wood Prnr1�� 16"ax. x 208 38,0 l3 4 0 D� 5 28 � Y � BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. \ �4j rr ""'""" L""'M w n�a `%�n, UTILITY 5. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION AT ALL PLATE LINES, RIM JOISTS AND ALL CORNERS. Glees(SIIdIng)above 8'; Metal Frerns:Double Pans w t�1 Law-E 102 0.400 41 I 1 S52028'02 VV L� OF CEDARS LINE OF V EVERGRF-86S POLE 6. ALL HOT AND COLD WATER PIPING AND ALL DUCTS SHALL BE INSULATED AS PER CODE. Floor above Garage.,All-Wood Jolst/Truss:Ovar Unconditioned Space 560 80,13 010 0.01B 10 � I 30 32 34 389.38' 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT TO THE BUILDING DEPARTMENT THE SIZE, DESIGN AND TYPE OF MECHANICAL ROOF DECK:Flet Callingor SclsscrTruss e 1,4°13 60'0 0,0 0.024 34 \ I HEATING, COOLING AND HOT WATER SYSTEM THAT WILL BE USED. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE & ,�P 0) Z A MINIMUM COMBUSTION EFFICIENCY OF 75%AND SHALL HAVE STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL ROOF SECOND FLOOR; Flat Celling or Scissor Truss 3"807 50.0 IS,II 0,024 43 � ��G I � SEP � + � � EQUIPMENT SIZE. Foundation Well:Solid Concrete or Masonry 3,792 18.0 12,0 0.027 48 � �PFL I + WELL cn 0 I 8. IF APPLICABLE - HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH THE TABLE 4.6 OF THE NY STATE ENERGY CONSERVATION lr1ts11 hal ht: ifi3O' C co Iv y \ N/O/F o C;+� SPECIFIED IN TABLES 4.8 4.9, 4.10 OF THE NY STATE ENERGY CONSERVATION CONSTRUCTION CODE (LATEST EDITION). Depth below pladla: 10.0' � � _ � � ' InaUlAtlon depth: 10.0' \ ' BARBARA BLOOM �i CD �Q-{/1 ''� 9. ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 45 DEGREES THROUGH 75 DEGREES F. FOR COMBINATION HEATING AND COOLING THERMOSTATS AREA OF Compliance 5tatemant; The roposed building design described lihere Is consistent wlth the building plans,spaclflcetions,and other \ I SEPTIC HOUSE � I � C}' THE ADJUSTABLE RANGE SHALL BE BETWEEN 45 DEGREES AND 85 DEGREES F. p' '� 10.HOT WATER TEMPERATURE CONTROLS SHALL BE SET AT 140 DEGREES MAX. calculations subr�nl`tked v'rlt�the permit application. The proposed E�s.1lldirlg his been designed to meet the 2010 NeviYork Energy \ Conservation Construction Code requirements In RESchack Varslon 442 and to`comply with tete mandatory requirements listed In \ I _ _ I '�' S� p � 11.ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A MAX. OF 3 GPM AT 60 PSI WATER PRESSURE. the REScheck Inspectlon Checkilst. 1 SITE PLAN 12.ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR OF 150 TO 200 CFM. FLUE TO HAVE A TIGHT SEATED DAMPER ,AREA OF SEPTI I 4 Mame-Title Sigmature bete \ WITH AIR LEAKAGE OF 20 CFM MAX. � I s>Y BERGDES G YAHALOM RESIDENCE SITE PLAN, NOTES, DRAWING LIST, ENERGY NOTES, PLUMBING RISER DIAGRAM 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 ARCH TECTURE 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31, 2016 SCALE: AS NOTED PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31, 2016 DESIGN DEVELOPMENT II DEC 09,2015 CURTAIN WALL PRICING I FEB 11,2016 MECH PROGRESS APR 15, 2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02, 2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING II JAN 12, 2016 CURTAIN WALL PRICING II MAR 10,2016 PROGRESS PRINT APR 20,2016 II 92'-9" 21'-411, 16'-13„ „ 26'-83„ 5'-11„ 4 4 7-10 4 15-7„ 4 19'-81„ 5,_41„ 31„ 31„ 2,_71., 11'-43„ 8,_21„ 31„ 6,_31„ 4,_31„ 10" 4 10" 8" 6'-6" 8" 2 2 6'-1" 2 2 4 8" 4 2 4 10" 4 10" 1 2 2 1 A14 A14 A18 A11 „ „ „ „ „ 4 1 R.O. 1 11' 4 1 R.O. 3 11 8'-1 R.O. 5'-34 4-1R.O. 10-2" OOOOOOOOOOOOOOOOOOOOOOOO o 2 1 1 1 `- FOUNDATION WALL HEIGHT LEGEND Q - A17 A18 A17 A13 Q r, CONCRETE -12'-0" in CURB ABOVE 18" DIAMETER SONOTUBE w/ -8'-3" -0'-4 112" 0 - - - - CONCRETE PILE f -- PILE �� 18 DIAMETER -3'-9" +4" Q 25'-104" CONCRETE BPILE 4'-8" \ - - 0 � \ +2'-6" 0 0 0 0 0 0 l 0 0 0 0 � � 0 I SYMBOLS LEGEND BRIDGE ABOVE mid GARAGE ABOVE NEW CONCRETE ti �'d,� I I I •-iv FOUNDATION WALL N `-C},`t N N O Cn I I � M� I N � NEW INTERIOR/ \ EXTERIOR WOOD 0 _L I N _ FRAMED WALL ROOM Q SLAB ON GRADE 20'-04" 0 ROOM NUMBER lo I � 0 l M O1 INTERIOR DOOR p �"�j ��?- 1 CONCREtEER o NUMBER 2 �,, w,... I I A13 °o PIER EXTERIOR DOOR/ 0 O WINDOW NUMBER 0 -BOTTOM OF SWALE co --- .. .---!----------- - -BOTTOM OF SWALE 1 PARTITION TYPE - �- - - - 1 1 Al2 � RADIUS I COLUMN z 1 Q FOUNDATION WALL FOUNDATION WALL p = NEW CODE 5��X €, 1„ o HEIGHT CHANGES HEIGHT CHANGES Na 22 4 A000 2 ELEVATION KEY COMPIANT _ 3, p„ .-iN �t RESIDENTIAL 15 S.F. `O DN DN ELEVATOR `Y' o - ------ . ... _... ............ ........ ......... ..........-- ........ ..... ..... .......... 3 ..... ............ ......... ............ L-J ........ .... .... ............ r . 1 °� - - - -- DOWNSPOUT bo SECTION KEY .... 001A I L 0(�1BT I....... �00'1C I T OO�D A000 I I ( I I I I I I 001A 0011 004A .... ..... ......... 006A... FUR OUT EXTERIOR } 1 �iN MECH. I I I I I ( I ( I I I I L FIRE RATED SELF WALLS TO CONCEAL FOUNDATION WALL I CID - A15 .CO DOWNSPOUTS HEIGHT CHANGES o SMOKE&CARBON 002 ( I I I ( I I I I I I CLOSING DOOR FUTURE BATHROOM: CD S _I- LL -I- LL -I- LL -1_ L I 1 MONOXIDE DETECTOR F_= -- - - - - - - ------� FOUNDATION WALL g_g X g�_p I HEIGHT CHANGES FUTURE WC 14'-6"X 16'-0" 008A PROVIDE FIXTURE " /� I STUB-UPS IN SLAB I 91 S.F. I I/ NEW 48 WIDE STEEL 220 S.F. STRINGER STAIR 6'-0"- 11'-4" UP 60 S.F. GYM FUTURE BATHROOM: - 002A 001 PROVIDE FIXTURE STUB-UPS IN SLAB Fh l co 29'-3"x 19'-0" FUTURE 008A FUTURE in / 471 S.F. BEDROOM I BATH c� co FIRE RATED SELF N N CLOSING DOOR / Z __ .. 0 0 0 0 0 0 0 o 003A 0 1 .........__. ............. 3'x3'xl2" R.C. - PSL COLUMN 3'x3'x12" R.C. - �' 8'-0"X 9'-3" 0 A16 0 FOOTING I PER S-DWGS FOOTING FUTURE 78 S.F. DRAIN 0 009A I COLUMN COLUMN CLOSET 3 3x12 R.C. FOUNDATION 0 x i o PSL COLUMN STEEL COLUMN FOOTING W 0 PER S-DWGS PER S-DWGS .......... . ALL HEIGHT r> Z 6'-0"-4'-9" STEEL COLUMN CHANGES UP o 28.5 S.F. PER S-DWGS.......... ... . ...:.... ... ..�.............. O UNFINISHED STORAGE _........ ... ..._.. o O 003 .... _ -. - FUTURE 00 12-8-" „ 16i-8- O _ 2 8-5 2 31-10 COLUMN MUDROOM ao 0 18 X 18 R.C. PIER - 005A / UNFINISHEDBASEMENT - o FOR COLUMN ABOVE COLUMN i / 0 5 0 0 1 2 co 4'x4'x12"R.C. - ABOVE COLUMN � COLUMN Al2 co ABOVE ABOVE 0 FOOTING ....... ............ ..... ............. ............. ............ 0 _ -- - - - - - - - `t.... - - - - - - o COLUMN \ - 0 1 004A / r>w io Nv SIN °' ............ ............. ............. .......... ............ ............ ........... ............. ..... M1 r COLUMN / 1, .. 23„ 23„ - - - - - 0o N o COLUMN Z „ ; 4 4 - - - - - - 0 0� r� ABOVE ABOVE PER z - o S-DWGS \- - - o N J 3 U O - - - - - - o �o MN �� 674 S.F. r� ST 006 GE - - - - - - 0 0 SLAB ON GRADE °' 116"- - -` - 6„ 4„ 4„6„ r 6' „ - 0 ABOVE 16'-8"X 15'-0" _ 0 STORAGE C, 004 250 S.F. o 0 18"X 18"R.C. PIER 18"X 18" R.C. PIER 18"X 18"R.C. PIER o FOR COLUMN ABOVE FOR COLUMN ABOVE I FOR COLUMN ABOVE 1 4'x4'x12" R.C. 2 -- 4'x4'x12" R.C. 4'x4'x12" R.C. O FOOTING A15 FOOTING COLUMN COLUMN FOOTING o - - - - - - r _ ABOVE - - - - - - ABOVE - - �- - - - - - - - ° o COLUMN COLUMN O O _ COLUMN i i PSL COLUMN PSL COLUMN N,r ABOVE PER in - NN ABOVE PER v ABOVE PER i� _..... . ...... . .. ... _. .. ...._... .. ....... ....... S-DWGS �1N ` S-DWGS io S-DWGS �- i ............. ......: i z 0 I I .. ........... . ....... ........... ........... ............ ... ............. ............. .......... cfl`i o � LSI i Lilo 2 p O O U U A11 1 ...... . ..._........ ..0..... M� 4 17'-2" 15'-7" 15'-114" 0 BASEMENT PLAN RET Al2 1 SCALE:1/4"=V-0" WALL o � 3 1„ 3„ 1„ 1, 0 2'-114„ 1 p„ 16'-64 101, 23-104 10" 1 p„ 16-64 10" ' 1 ° r 3, 1„ 20'-31" 17,-43„ 25'-61„ 31'-61„ 18'-21„ 4 4 4 4 4 4 " 116'-31„ 4 4 10 BERGDES GN YAHALOM RESIDENCE BASEMENT PLAN ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 E DWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED OESS PRINT DEC 03,2015 STRUCTURAL DEVELOPMENT II DEC 09,2015 CURTAIN WALL0EVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31, 2016 PRICING I FEB 11,2016 MECCH PROGRESS APR 15,2016 DESIGN EREF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02, 2016 PERMIT SET APR 18, 2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20, 2016 87'-74" SYMBOLS LEGEND 71.. NEW CONCRETE 8" 20--l" 4 7777277 FOUNDATION WALL NEW INTERIOR/ 7'-8" 6'-1" R.O. 7'-74 FRAMED WALL10,EXTERIOR WOOD DOWNSPOUT ROOM FUR OUT EXTERIOR 1 ZINC FRAME: 2 0 ROOM NUMBER WALL FOR DOWNSPOUT A14 SEE DETAILS A14 OINTERIOR DOOR CONC. 1 NUMBER ~ GARAGE 109A N APRON OEXTERIOR DOOR/ 2 1 2 1 1 1 1 WINDOW NUMBER A18 A11 A17 A18 A17 A13 < 1 � PARTITION TYPE UP 0o 4 A000 2 ELEVATION KEY _ NOTE:ALL DOWNSPOUTS PIPED TO DRYWELLS. ti USE GREENBOARD @ ALL WET LOCATIONS I............... 3 ............. I 9'-54' { 5'-22" ... { 19'-11" 15'-7" 1 SECTION KEY o CONC. SLAB PITCH TO DRAIN , A000 r 16'-1- 5-'1 -7- 3" 1�� 1� 1. 1„" 4'-31 ........... 51 17'-33" 31 1'-10� 5" 1'-13 13'-91" 73, 4 2 6-11' 2 4 2 2 2 4 2 4 2 4 2 4 . .... . .... . @) SMOKE&CARBON MONOXIDE DETECTOR m V 10'-2" I ..._......4�-0��R................... 4.51„ 9._33„ N °° 00 15'-101"R.O. {... IN � 109C `� N 2 .O. � 2 12'-1" R.O. 4 4'-1" R.O. 6'-2" 00 DOWNSPOUT 1098 1 HOUR ,. I ENTRY IT] o RATED `�' BRIDGE: z GARAGE :7 SHAFT �............. SEE ............{. 2 1 109 TOOL io A13 Al2 STORAGE � DETAILS I 36" HIGH GUARDRAIL 20'-0"X 28'-0" _ GUEST 593 S.F. 1„ 1" BOTTOM OF SWALE I BOTTOM OF SWALE PARKING o 109B 8" 11'-1" 2 X-7" 2 4'-10" - - - 3- — � (D IN TO DRYWELLS) (DRAIN TO DRYWELLS) I ZINC CANOPY UTILITY ZINC FRAME: z :'; ABOVE VENT FOR BOILER&ERV i SINK SEE DETAILS p ELEV. "'`' '; z GARDEN / \ TF _ S'-0 X 36"HIGH S.S.p ZINC FRAME: FENCE FIRE RATED SELF \ SIN 3'-0" ENTRY Md DN DN 109A \ I �, TEMPERED FIXED v 15 S.F. �? CABLE RAILING SEE DETAILS DN CLOSING DOOR GLASS CURTAIN WALL -� co r.• �r J o b -DI lji� DOWNSPOUT o \ GARBAGE/RECYCLING SHED \ �' VV— -D 107A 10 B 10 C 107 1006 100A 102A I 4'-9"X T-2" BENCH `\.. . \. . / \ . / \, =�` 33 S F FUR OUT EXTERIOR FOYER \ riN CONCEAL _.:.... ii"uA LAUNDRY -_C . 11'-0"x T-0" .---- 110A DN FIRE RATED SELF WALLS TO •-IN A15 = �� 110 DRAIN 77 S.F. / �� CLOSING DOOR 100 o DOWNSPOUTS (O M o -' I - WC STEEL STRINGER STAIR 62 S.F. / � CO 1038 �108A108 L �� /\ DOWNSPOUT - - - - - - - - - BUILT IN -IN BOOKCASE NICHE UL RATED GAS APPLIANCE ____--_ _ ----- �iN MECH. CHASE co CL UP INSTALL AS PER MNFR. SPECS —��N M _ 4'-9" PSL COL. GARDEN _ : - MIS; IN _� 101 x 2'-0" PER S-DWGS w FENCE �' BUILT IN BENCH: SEE DETAILS x "' LIVING ROOM 101A _ ....... _...... —IN IN 31" 32 RAISED RAISED RAISED RAISED 1. 1" 17 3 1 .... . ... .. ... ... I 0"X 19' 4' �"X 6' 0" 3,. o "• BATHROOM 1 1,. 1„ _ GARDEN �� 8" 8 1121'-10" 3'-7" 2 4'-10" 74 4-24 12'-0" 103 8 S.F. BED BED BED BED 'u, �' �r U _ - -- ;� �' FIREPLACE FLUE PIPE ..... M U R00.. ...... s F . .. PSL COL. PSL COL. HALL AND STAIR STEEL COL. O 1.14A....... . . O ACCESS 103A PER S-DWGS LOJ A16 114 _ PER S-DWGS 107 PER S DWGS STONE CLAD HEARTH BENCH o O �t LO ----- M IIIA SIN ACCESS DOWN-.- PSL DWG L. PER OFFICE - - 0 -� O O DINING G o CL (,� PANEL _.. .. . .. SPEED WINE ? i� STEEL COL. 115 GATE GATE SPOUT S S 111 REF. FRZ. 1 I 1T-8"X 12'-4" PER S-DWGS FISH TANK' O OVEN REF. .- / GARDEN \ 12'-11"X 8'-0° L.-..-.J................0.-..—.. ...—J._........�._. ............:._ — co / FENCE - - cYibv o \�"'� 83 S.F. r5i�t UL RATED FIREPLACE _ ................._ ......... 23'-C)" 2 '_0" ... .._..._. . ..................... cfl \ 50 106A �115A / D18" INSTALL AS PER - -------------_ X 3 ,. �'�_ 525 S.F. O WOOD FLOORING MANU. SPECS -- PLANTER DIRECTION 04A 2 PSL COL. PER PSL COL. . - DOWN- �+ NEW P S DWGS 1028 L:�t NON COMBUSTIBLE Al2 SPOUT : S-DWGS PER S-DWGS HEARTH STONE W KITCHEN APPLIANCES, STEEL COL PER ... ..... ... _........_....................:......_..... ..................,...._....._.......--------..............._._._............................_........-...... FIXTURES& FINISHES.SEE - - - -:— — - - - - - - - - -: DETAILS o I— ' TA _.._ - ..... .. . 111A p w PSL COL. 3'-0"TYP. STEEL COL. PSL COL. PER O PER S-DWGS e� : O O - ; T PER S-DWGS S-DWGS .............."................._..:....... - ....... ....... ........__. ............................................. ....._.................... ......................................,---- ...........-------- ........... a... . ..... ...... .............................. ---- .............................. w 4 KITCHEN p O ...._. 106 o O OFFICE o _ __......_. ....... . ..... .......__.. . . ... --- ------..... D - 3 _ . r N� M� O O FUR OUT EXTERIOR Al2 W FOR DOWNSPOUT o N ALL O 0.. ...._........_ ...._...._..................._.._......I_................._............ _....... _........... _........... a _ ...................................:.._....................__.... ..: _... ....-- _...... - .......-_:......._._._............................................._......._. ......_........................._.._.. _. _..._ ___........ . .._.......... _;........ ._.....: COVERED PORCH IN C mac`' COVERED 10 C N -' m 00 r r PORCH - _.... _......._.... MIS , I , .. . CONC. PAVERS O ON COMPACTED 17'-0"X 20'-3" SUBBASE (I9 BBAS 345 S.F. 4 O GRILL AREA / OUTDOOR U Al2 ' DOWN- � ', / 106A ii 2 COL. PER O COL. PER D NSPOUT SPOUT - - - - - - ROLL DOWN ROLL DOWN COL PER M _ S-DWGS S-DWGS... ... S DWGS A15 _. _ _.. _..... _._ INSECT SCR N REEN o ........._ SC PSL COL. _ — ' DN O E ' E PER S-DWGS �..-- - - - - - - - - - - - - _.. . ... - - — — — — — — — - - - - - - - - - - \ .. - - - - - - - - - - - - -- - I DW [ I DW - - - - - - - - - - - - - - - - COL. PER FUR OUT EXTERIOR 104A 1046 M ih COL. PER _ OUTLINE OF :.... ............: ...... S-DWGS L O _O._- -WALLS TO CONCEAL - — �iv _F7� DOWNSPOUTS S-DWGS DECK ABOVE DOWN 106iB DOWN DOWNSPOUT 00 SPOUT K SPOUT PRECAST PAVER DEC PRECAST PAVER DECK 1. 1. 3 chw 2._11" 9'-03" 8'-41., :A11.. .... 1'-4-' 2-11 S-1-' 6'-1"R.0. 4 4 8'-1" R.O. 2 2'-1" 28'-1" R.O. " 4 2 412'-1"R.O. 4 I I 3" 1 3"� 1,. 3„ 1 3. 1 1 1, - 11 -8- -� 24-2 15-2- 15-6- 74 2'-3 ............. _ ...._..-------- ......_.._.... ..... ... ............ .................................. ... 7 1 22 2 .:, ... ......... .. ..... ..... ..... . _... .--25-5 8 4 2ol 11 4 10 2 g° 4 2 1 FAP dip O(J 3'-22" 25'-5" 12'-44" 25'-6�" 31'-64' 18'-24 FIRST FLOOR PLAN 116'-34" SCALE:1l4"=1'-0" �H BERGDES G YAHALOM RESIDENCE FIRST FLOOR PLAN 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 ARCHITECTURE 965 E DWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 DESIGN NOT FOR CONSTRUCTION PROGRESS PRINT II DEC 09,2015 CURTAIN WALL AN 08, 2016 PROGRESS PRINT ICING I FEB MAR102,2APR 15,2016 REF NO: 178 0 6 PERMIT SET 16 MECH PROGRESS APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20,2016 SYMBOLS LEGEND 21'-44 �; NEW CONCRETE 1 LG11Ll-� FOUNDATION WALL 8" 20'-1" 74 NEW INTERIOR/ EXTERIOR WOOD7'-8" 6'-1" R.O. 7'_74„ FRAMED WALL ROOM DOWNSPOUT [� ROOM NUMBER WITHIN FURRED 1 ZINC FRAME: 2 2 1 2 ri 1 OUT WALL A14 SEE DETAILS A14 A18 A11 A17 A18 A17 CD INTERIOR DOOR NUMBER EXTERIOR DOOR 200A OWINDOW NUMBER I' � 36" HIGH S.S. 1 }— PARTITION TYPE CABLE RAILING 1 ISI CLOSET 4s 2 ELEVATION KEY _ 200 riv o 00 3 d 20'-0"X 14'-7" 292 S.F. 'r L� O 1„ A000 SECTION KEY 50'-84 16'-13„ 51„ 3, 51„ 1,_ 1„ 31„ 2,_11„ 51„ 10'-31„ 39, 8,_23„ 31„ 6,_61„ 1,_11 4 2 2 2 2 2 2 2 4 2 4 4 SMOKE&CARBON MONOXIDE DETECTOR LINEN _ CLOSETIN N j c 1.. 1 52 1„ 2014 5 102 R.O. 0'-14 8'-1" R.O. MULL 8'-1" R.O. MULL3-62 R.O. 3-114 O ..................................... L 1 V L.1 O O BATHROOMp �- o ._ ......... , � 201A 20:1 .201 2 1 cYi� 16'-2"X 10'-0" ...... ....... N. . ..... ....... ...... .... _ .... ....... ._.. ... ....... _ CID 162 S.F. 36" HIGH S.S `t .... CABLE RAILING .<......... . DOWNSPOUT ................ \. . .. ZINC FRAME: �� riles r RADIUS - SEE DETAILS �o ELEV.) Abd ZINC, FRAME: Mie FIRE RATED SELF 5'-0"X SEE DETAILS � CLOSING DOOR 3'-0" 36" HIGH S.S. ZINC FRAME: i• 15 S.F. ZINC ENTRY CABLE RAILING SEE DETAILS DOWNSPOUT CANOPY BELOW 131 ❑ -- -- BRED o ----------------------------------------- DOWNSPOUT WITHIN FU 203A 2 3B 20 C 20 D 204A 205A 205A 2058 206A OUT WALL O \ DOWNSPOUT 1 DN 204A A15 4"LIGHT WEIGHT CONC PAD ON SOUND KING STEEL STRINGER STAIR ISOLATION DAMPERS FOR AC CONDENSERS BEDROOM BATHROOM CLOSET °° o 202A BEDROOM BED I 204 205 206 N °D 202 o I 13'-3"X 16'-0" ...........:...........!....... 20'-0"X 1T-0" 235 S.F. !I \ 340 S.F. I o r` I 36" HIGH GUARD RAIL HALL of r� 203 4 / 202A 121 S.F. L_ 1 COL. PER COL. IPER COL. PER A16 S-DWGS 202B S-DW'GS 2031 S-DWGS 6'-5"X 16'-0" / _. .. .. . . . ..... i.. _. _. OO� 130 S.F. 103 S.F. 11....._..............._.....-_...._ _......__.................._.....-......-........... ..... ....._.� ..... .....}. ..._......._....... ........... .... ...... /..I L I \........ ��( ...� ...__.... .. . _..._.. .... _. ........... . ....... . . f. . \_._..... _....._. \ ............... COL. PER COL. PER / 1 2048 B 1..._ ...._.... .. 205 DOWNSPOUT _.................. ................................... Jp. ..... ..............-..........................L_...................................... . \ S-DWGS S-DWGS / WITHINFURRED l.. .._.. . . -... . .. _............�. _ _. .. . �.......... 1...... \..........._...._.... . . .._.... ... _. .. .. ................ .. . .........._..I. ........... ..\...._..._.._....... .. // RIDGE OUTWALL 1 <_ ............................... _................_._ .... ./_.._............L.............\ . .......... .._............ . _... ............... ... ............. ..._.................. ......_..._.. ...........\........................... — - — — — — zo ..... .. _...... ._ __....... .. ..........�. .. ._. ..._............... _. ..f .. .._ .. ........ ... ....... . ...... .�........__... \ ..._ . . ... ._.... . ._. .._..... _...... l.... . \................ __ .. _ - — — — — — — — — -._........ .................. .................. ... ............... .:........... .. . ...... ................... ..... ...... .._...... 1„ ..... . i . . ... 6,_41„ .. . ...... . T-11 „ 8 . .... "R ....... 1 8'-9....... \.16'-1" R. L... .. ... . ....... 2 _. .. .. ... ............._.. ...................8'-1" R.O...._.._._... .. . .............. '-11". ......... 8'-1"R.O. ... .... 4 .... 2 .......................... ...�......._....12 1 O .._....... ....................1 ._......................... ....... / ........ ... � le I - - - - ....... t .. /.... .. L.. \ . ._ OUTLINE OF _. RIDGE 1 ........................... ROOF ABOVE f.. 1 ... ... j , 1„ ,.._.. .. . \ JJ... ....... ......................_ ....._.. 1, ................ .... .. ............. I _.................................._ _......._...._.. 1,..... ... _ - - 6-611 / . \ „ / I 7- I I \ 12-10 ................ ............_.......�_. ..............3 8 24 . ..... ............_....... 3 ....................... 4 .............. \ DOWNSPOUT w Ive ....... ............................................. ... . ................. ..... ... . l. .... ... ................................ .................................................................. ........ .._.......... ................. .. .... .... ....._.... ............-.................... .. _... ........ . .. ........... I / \ 1„ 1 \ , ..1„ _.. _ C._ .... .... -. ..........__. .. ... / _ _...__.. ....._...._..........._._....................._... _... .. ......... ............... ... ....._..................................... ... 1 ...... .. 1„ ... -41 I 20-11- \ 13-72 ................... .... .... 8-64 ............/.........__.......... _....._.......... 7'-72 ...._ w / ......................_......_................_.............._....._._.... 4 ....._................_......_................L............................_....................-......... -. .......-..._................. ............... le 11 ..... _........ / 3 \ ... . .... .... _. ........... . . \.. C..........._.._................ .._....._. . .. . . ........./. ....... _.. ............ ._ .. .... . o -�. /. 36 HIGH 1 Al2I \ . \ L ..... ............ ... ... ........ .......... .... ......./ ............. ................__.._................ ...... ..._ ....._.. _...._... ... ............/.........................._.._.................................. 1 \ \ ..._..... .. _...._.... ...... ...._..._. � PARAPET 72 2 .... . -.. .. _ ... ... _. .. .. ..........._.... ... .._...__.. ...._........ ..........._................_...... . I ................... 1............................................................................ .............. ... ........... ..... .......... ..... ................ .................................................... .... .. .................... .. o I \ L.... ........... .............................../........................... . \.. E.. / \ _._...._................ ......................_... ......_... ... _............... ._...__.................. . ....................... ._.... ........ .. . _.........._. .. . .. .... ...................... WOOD ........... .. ........................ .... ..................... ........... I . 1t % .... ......____.............I...._..._...... ..._......._.............. 1 \ ......................_...__ ... ................._.............._._............ ........ . . .........� .... ....... .... .._... . ..../ <v....... ..... y -. . ... ........_......... ._._..........._._._._._. DECK ....... ... ._..........._......... G ._._.... ._..... . p ......... ..._._.._. t�, ........................ ............ .. . ....... .._......................................... ............................................... ......... ................... ...._...._....... ....................... .................................. ' .. .... . . 9 - 1 \ \ 1t I F � I GRAVEL / o _.... L. .. .. ... ........... ..... ....... .. ..... ......._..... ..........._...... .........................__ ...._..._... _.................._.... ._._. . .. ... ...... \ \ _ ....... ...... \ _ L BALLAST ON TPO LI ....._...f . ..... .... ....._..._.. . .... ........... ._............. ..... ... ................_.. L..... ..._.. ............../ \ I t �..._...-............. .. 2 \ \ LI ......�... _................_...._ ......... ......_..-.-......__......-.....-.-...... .. .. / _. . .... L... . . ....... _..._. . . ...._...........-._. ---- - ......� . 1. _ / _... .._. ... ... MEMBRANE I .. .. . ..... ...__.............__. ........ ._............. .............. ..... ...._.... .. . . . -._..._.... . ..._... .. .. \\ I / GRAVEL All \ I / . .... L .................................._......._..... ......................................................_...................-............................................................................................... .. ...................... _..—. . _.—.. — _.__._...-- _..._... ._.... .. BALLASTEMB ATP l .................. .. _ .......... ........ ..... . .._.. . ........._.. . \................. / MEMBRANE / _.............._.......... DOVNNSPOUT .......... .-......... .......... _.._......_......\........... I DOWNSPOUT WITHIN 36" HIGH 36" HIGH S.S. DOWNSPOUT / COLUMN BELOW S.S. CABLE CABLE RAILING WITHIN COLUMN RAILING 2 BELOW DOWN ier - A11 SPOUT 36" HIGH PARAPET SECOND FLOOR PLAN 1 SCALE:1/4'=T-0" .Q2 ' fi BERGDES GN YAHALOM RESIDENCE SECOND FLOOR PLAN 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17, 2016 DATE: MAY 31, 2016 ARCHITECTURE 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED A06 PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05, 2016 PROGRESS PRINT APR 11,2016 PERMIT SET 11 MAY 31,2016 DESIGN NOT FOR CONSTRUCTION PROGRESS PRINT 11 DEC 09,2015 CURTAIN WALL AN 08, 2016 PROGRESS PRINT MAR 1 FEB 11,MAR 02,2016 MECH APR 15,2016 REF NO: 178 016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 SYMBOLS LEGEND 22'-0" 15'-102" 8'-1" 1'-52„ 5' -3" 20'-42° 15'-3" NEW CONCRETE FOUNDATION WALL NEW INTERIOR/ EXTERIOR WOOD FRAMED WALL ROOM 0 ROOM NUMBER THRU WALL SCUPPER OINTERIOR DOOR &CONCEALED DOWN 1 NUMBER SPOUT(TYP.) 0 OEXTERIOR DOOR/ \ 1 WINDOW NUMBER \ \ TPO ROOF 0— PARTITION TYPE \\ MEMBRANE 1 \ 4 A000 2 ELEVATION KEY \ 3 \ \ -11 14 SECTION KEY \ L SMOKE&CARBON \ 0 MONOXIDE DETECTOR \ Q' N \ \ \ \ \ - - - - - - - - - - - - - - - - - - - - - - - - - - TPO ROOF MEMBRANE RIDGE / / \\ ROOF DRAIN / \ STRAINER BASKET / \ THRU WALL SCUPPER / \ &CONCEALED DOWN THRU WALL SCUPPER \ SPOUT(TYP.) / &CONCEALED DOWN \ / SPOUT(TYP.) ELEV \ / \ ........................' / o � o / 11771 I / TPO ROOF / JQ MEMBRANE / \ / Lo .......... .... . THRU WALL SCUPPER &CONCEALED DOWN SPOUT(TYP.) FP FLUES O 0 TPO ROOF - - - - - - - - - - - - - - - - - - - - - - - - - - RIDGE MEMBRANE rid o M ............ .... .............................. ............ .. ...... ......................................................-............. ............................................................................................................. i? I M 4' 2 - 1„ 114„ 67'-10" 2 22'-04" 20'-72" 30'-42" ol co , w ROOF PLAN 1 SCALE:1/4"=1'-0" k 11 41 , 28'-6" 13'-74„ 24'- 3" 31'-4" 18'-93,, ,,. , . ol lo >� 02 BERGDESGN YAHALOM RESIDENCE ROOF PLAN ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17, 2016 DATE: MAY 31, 2016 965 E DWARDS LANE, ORIENT, NY 11957' WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED A04 PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05, 2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 DESIGN NOT FOR CONSTRUCTION PROGRESS PRII DEVELOPMENT II DAN 08,2016 PROGRESS PRINEC 09,2015 CURTAIN WALL RICING I FEB MAR11,2016 MECH APR 15,2016 REF NO: 178 02,2016 PERMITSET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 FIXTURE SYMBOL DESCRIPTION MANUFACTURER/MODEL NO. FINISH TYPE SWITCH LUTRON VAREO TAP SWITCH WITH SCREWLESS SNAP ON -- FACE PLATES IN WHITE 3-WAY SWITCH LUTRON VAREO TAP SWITCH WITH SCREWLESS SNAP ON -- a FACE PLATES IN WHITE SWITCH WITH DIMMER LUTRON VAREO PRESET DIMMER LOW-VOLTAGE WITH -- o SCREWLESS SNAP ON FACE PLATES IN WHITE -- JAMB SWITCH -- OOOOOOOOOOOOOOOOOOOOOOOO -- o) COMBINED SMOKE DETECTOR/CARBON MONOXIDE SENSOR-HARDWIRED&INTERCONNECTED J-BOX }SC RECESSED JUNCTION BOX FOR FUTURE PENDANT 0 CEILING RECESSED ADJUSTABLE ACCENT LIGHT CONTRAST HOUSING: NW3000LE MATTE WHITE L01 CONTRAST TRIM:T3145D-1 1-1 1SM 0 _ _ L02 <0 CEILING RECESSED ADJUSTABLE WALL WASHER CONTRAST HOUSING: NW3000LE MATTE WHITE CONTRAST TRIM:T3145D-11-11SM ------ CEILING RECESSED OUTDOOR ACCENT LIGHT BK LIGHTING/VERSA STAR WHP-WHITE GLOSS I I L03 13 B-VS-M R-4-WHP-9-1 1-AJ 0 CABINET/MILLWORK RECESSED ACCENT PUCK LIGHT WAC LIGHTING/HR-LED271 R-W-WT WT-WHITE L04 0 L05 PENDANT LIGHT FIXTURE FLOS- FU300561 OPAL - 0 i \II L06 H BATHROOM WALL SCONCE PROVIDED BY OWNER-VERIFY POWER REQUIREMENTS w/SPEC i 11 L07 BEDSIDE WALL SCONCE TBD -- � I I I I �..,SURFACE MOUNTED STRIP LIGHT FOR LITHONIA LIGHTING/ I I I L08 CLOSET LIGHTING. MNS5128 LP I 1 i i I L09 PATH LIGHT UP DRIVEWAY- NOT SHOWN IN RCP:SEE A05 WAC LIGHTING/6021-30BZ BRONZE ON ALUMINUM DRIVEWAY SKETCH FOR LOCATIONS&QUANTITY 0 I I L10 WALL RECESSED EXTERIOR STEPLIGHT WAC LIGHTING/WL-LED100-C-WT WHITE ON ALUMINUM 0 -------------------------------------------- EXTERIOR ---------------------- ______ EXTERIOR UPLIGHT(WALLWASH) BK LIGHTING/SA-LV-WW-65-WHP WHP-WHITE GLOSS ------___ i ----- `� L11n. ,,- --T------------- - -------------- L12 '>. EXTERIOR FLOODLIGHT BK LIGHTING/SA-LV-FL-65-WHP WHP-WHITE GLOSS Q I 1 I I 1 I 1 I L13 IN-GRADE EXTERIOR UPLIGHT FIXTURE WITH DIFFUSE HINKLEY LIGHTING/16701 MZ MATTE BRONZE Q LENS. L14 <@> IN-GRADE EXTERIOR DIRECTIONAL WELL LIGHT HINKLEY LIGHTING/16710MZ MATTE BRONZE I L15 EXTERIOR WALL SCONCE SONNEMAN -7234.98-WL TEXTURED WHITE 0 1 I CEILING FAN -- -- ------------------- ---------- --- I ------- I --- Ir I L16 ------------- / I I � SURFACE MOUNTED TRACK LIGHT TRACK:JUNO-TRAC 12 WHITE � HEADS.JUNG-TL196 OUTDOOR HEATER- RECESSED INTO EXTERIOR SOFFIT INFRATECH-WD-40 WHITE 11 H01 NOTE: ORDER w/FLUSH MOUNT 1 STAINLESS STEEL FRAME i 1 i I UNFINISHED r i 1 i I i i I _.... W.... .. OPEN TO 1 ` ABOVE _.. ti .� -. .. .. .._...W.. - ..:...:....m. -.....�. - -- ME—CH. 002 LOCATION OF NEW - LOCATION OF ELECT. UNDERGROUND 1000 METER "H" FRAME j — — _ SAL L-P7A1� �uN ` 1 FINISHE 111 _. x — ........ -....._.�..... 0000000000 /• O% � o -- SUMAC GRAVE � PTD. \ O GWB ' CEILING � o "BOLLARD"D EWAY L17 10 LIGHTING @ 12' 0.0 }° L TYP. — " ... c m w NEW CON TE _ 3 ;•,. R E .w.� �" o LE TE POOL GARDEN ".. .. GATT 1Q „ „ GR `.I HOUSE — Z � � � O w. t � L O PROPOSED"PEA. UNFINISHED { 1 0 ao TWO LAYER DEER FENC , GRAVEL ON I /f o a� TALL HIGH STRENGT o COMPACTED SUB 0 LO O BASE,PERVIOUS. BL CK PLASTIC MESH O 0 DRiVEWAX" T L UPRIGHTS S o E IRED AROU D s 0 E E PROPER T , 4 ' 3 BETWEEN F CES. L17� 1 O�: LIQ o 0 tiFjO 0 O / Fj € 0 fL1U o O LAWN 5 o PROPOSED ` I t u PTD. GWB o BEDROOM ! STORAGE CEILING i O lus FO-03-1 o • LIQ 0 rn o ENTRY BRIDGE \ O > � L17 --- O 24'- 0" t O Y UNFINISHED Liu O z 0 LAWN F0 "BOLLARD" P THWAY o LIGHTING @ 1 ' O.C. 0 TYP. r o o • BASEMENT REFLECTED CEILING PLAN O • O SCALE:1/4"=V-0" �\ O 0 O LANDSCAPE LIGHTING PLAN a 2 SCALE:N.T.S. -� \\w1k BERGDES G YAHALOM RESIDENCE BASEMENT REFLECTED CEILING PLAN ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17, 2016 DATE: MAY 31, 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 DESIGN NOT FOR CONSTRUCTION PROGRESS PRI DEVELOPMENT II DEC 09, 2015 CURTAIN WALL AN 08, 016 PROGRESS PRINT ICING I FEB 11,MAR 02,2016 MECH APR 15,2016 REF NO: 178 016 PERMIT SET PROGRESS APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12,2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20,2016 WARNINGS: FIXTURE SYMBOL DESCRIPTION MANUFACTURER/MODEL NO. FINISH TYPE This Vxm Is ONLY to ba uovi on INSTALLATIONTYPES a flat rm).-slopag wiling, SWITCH LUTRON VAREO TAP SWITCH WITH SCREWLESS SNAP ON Hmbr MUIR uto atraighl dwn ---------—------------_ rm"m 004 Hubf urrilot tm lnvtqll*4 FACE PLATES IN WHITE an a plWhad onjI& MINIMUM 3-WAY SWITCH LUTRON VAREO TAP SWITCH WITH SCREWLESS SNAP ON -W DWMRLL r.ATIRM OPEN10 011I FACE PLATES IN WHITE NOTES: IJ l71P -CAVITY SWITCH WITH DIMMER LUTRON VAREO PRESET DIMMER LOW-VOLTAGE WITH HmIm snp2ndi joravito by mArg m o SCREWLESS SNAP ON FACE PLATES IN WHITE 14"1016 t2im In 1uth"wnt III JAMB SWITCH CWIoAbuammnmmhflm odg 6In4toB1avhdamta Fowatripv.to In . r11 = RMA_M COMBINED SMOKE DETECTOR CARBON MONOXIDE MprlwaOnHI-TampfIxtursWHO 64MIWALL coIS1caAJUM TO9 SD) &md MkUmpWo Nut. &JEFLMR I HOUR FIRE RAVIO SENSOR-HARDWIRED &INTERCONNECTED Un IPloutftionrONLY 000 j* omxOP as 1z 'N1 1i i-BO,%'RECESSED JUNCTION BOX FOR FUTURE PENDANT vmcm J-BOX LEI] PRO14HOLO 11FATER P-LItH HrAIq L01 13 CEILING RECESSED ADJUSTABLE ACCENT LIGHT CONTRAST HOUSING: NW3000LE MATTE WHITE L11 TIFFLUE H CONTRAST TRIM:T3145D-1 1-1 1SM L02 <0 CEILING RECESSED ADJUSTABLE WALL WASHER CONTRAST HOUSING: NW3000LE MATTE WHITE CONTRAST TRIM:T3145D-1 1-1 1SM DECORATIVE TRIM EXPOSED FLANGE L03 CEILING RECESSED OUTDOOR ACCENT LIGHT BK LIGHTING/VERSA STAR WHP-WHITE GLOSS B-VS-MR-4-WHP-9-1 1-AJLIEU ------------------ . .•.... L': 21TO CABINET/MILLWORK RECESSED ACCENT PUCK LIGHT WAC LIGHTING/H R-LED271 R-W-WT WT-WHITE L04 EQ A 2 EQ A 2 EQ A EQ A PENDANT LIGHT FIXTURE FLOS-FU300561 OPALlo L05 OUTLINE OF OPEN BATHROOM WALL SCONCE PROVIDED BY OWNER-VERIFY GARAGE DOOR IN my 2200 yopg R pop oppo ok"a Day y L06 Ell POWER REQUIREMENTS w/SPEC TA F13 L07 BEDSIDE WALL SCONCE TBD )I SIC4 H MoolvEmm L08 ........... SURFACE MOUNTED STRIP LIGHT FOR LITHONIA LIGHTING - ---------- MNS5128 LP ON CLOSET LIGHTING. GARAGE DO L14 A� PATH LIGHT UP DRIVEWAY- NOT SHOWN IN RCP:SEE A05 WAC LIGHTING 6021-30BZ BRONZE ON ALUMINUM L09 DRIVEWAY SKETCH FOR LOCATIONS&QUANTITY 1-09 L09 L09 L14 L10 WALL RECESSED EXTERIOR STEPLIGHT WAC LIGHTING WL-LED1 00-C-WT WHITE ON ALUMINUM Csardons CAI w1m 1M. 45 I N F R AT E C H. L11 EXTERIOR UPLIGHT(WALLWASH) BK LIGHTING L SA-LV-WW-65-WHP WHP-WHITE GLOSS Fm(eta)M-W 4 FIRE RATED ------ MEM F...X-18-2300 304 B.S.#4 FINISH EXTERIOR FLOODLIGHT BK LIGHTING SA-LV-FL-65-WHP WHP-WHITE GLOSS I I \L14. ,/ a L12 PTD. GWB UWA0111 a a OUTLINE OF OPEN DESCRIPTION: W_31)FLUS.H MOUN7 PLATER FIRME GARAGE DOOR 14 (FOR U13E WITH 30"HEATERS) L13 G) IN-GRADE EXTERIOR UPLIGHT FIXTURE WITH DIFFUSE HINKLEY LIGHTING/ 16701MZ MATTE BRONZE LENS. RUTS: fl SUPPLIED wl ELECTRICAL rixTURE VmIP IN-GRADE EXTERIOR DIRECTIONAL WELL LIGHT HINKLEY LIGHTING 16710MZ MATTE BRONZE nr L14 <01> WALE. y: At 14 -47TO 17,20151 NIA mo EXTERIOR WALL SCONCE SONNEMAN -7234.98-WL TEXTURED WHITE --------------- ---------I. , __1'j - - L15 a L11 July tet ---------------1 0'.. GARAGE DOOF L L16 CEILING FAN 14 L09 11 L09 RECESSED HEATER DETAIL SCALE:N.T.S. SURFACE MOUNTED TRACK LIGHT TRACK:JUNO-TRAC 12 WHITE L17 A L HEADS:JUNO-TL196GARAGE '05) A N OUTDOOR HEATER- RECESSED INTO EXTERIOR SOFFIT INFRATECH-WD-40 WHITE Fl-09-1 14 H01 NOTE: ORDER w/FLUSH MOUNT OUTLINE OF OPEN STAINLESS STEEL FRAME GARAGE DOOR CH: 12'-0" A ............... .................... ............... ........ 0i.. .......................... ....................... GARAGE DOOI it -14 L09 ZINC °O FINISPI OIC c P: LOB > -T co cn 01 L z '04 0 PTD GWB7 LAUNDRY o : Lo C14 01 L06 L01 1-02 WIND W 01............ ............... .. ......... ................. .............. ...... 0..... C LOI 2 L01 . Lol LO'I 6 L01 OPEN TO J ABOVE WC NICHE LIGHTING NICHE LIGHTING AT 0 _j AT TOP&BOTTOM FOYER TOP&BOTTOM ILIVING ROOM co _j i Lk� to < LOI CL 102 LC 1 4 02 Eli> 1 101 CH: 12'-0" MUDROOM L09 PTD. L01 Lol L01 GWB UP 5'-6" 5'-6" 5'-6" 5'-6- 6-15" 5'-6" _j FIREPLACE L03 BATHROOM I? Lu G__ L LOI .................................................. ................................ ............. ................ ........... .......... ......................... ... ............. 21 ........... DOOR v > L01 . ........ . 103 E3 .................... LOI (z)JEDGE OF HALL AND STAIR L02 L02 SINK 3'-7" C CH: 12'-0" c:) LOG -7 ............... 9 CH: 12'-0D a i-sox DINING \C3 L02 Loi PTD. L01 L ' 0 04 L09 0 G < WB L= 1-3 O I ni ILI_ ................... ox CH: 12'-0" 3D 0 EQ 2'-0 EQ 2'-0" ml 7z ..........- 1....................... ....................... ............................... ....... LOI L01 > L01 L01 L01 LO' L01 LGI L01 L01 L01 L01 L01 L01 LOI 101 LQ. fy LO2 0 ----------- OFFICE 7 r 104 111 U) c G) G) O 12'-0" (n co cn z z L01 (n co co co, : L02 L01 La .... ... .... L03 L03 f: 1-02 03 ............... . .............��'3 ........... LOI ... ............. L10: L03 L03 L03 L01 LO L01 RANGE �11� SIN l` J3, L13 -0" CH: 12' Li3 ........... LOI ............ 02 Uj: L 10 16 L13 \,Jrl LO. . ........... My .......... ........... A. L03 .. ............... .... .. ............. .................... ................ . ..... 1:104 L03 : L03 03 v . . ................ .... ... ..... LOI C1 03 BBQ LOI bo!'-"� L03 L03 03 L 03 LL PTD. iA PTD. KITCHEN c GWB IE : I ZH L PTD H01 H01 H01 : 9 Z HARDIE ............. .................. > TO STEP PANEL CH: 12'-0" : L02 LU1 PANEL z LIGHTS L13 L03 L03 U7 I � ... ............ 'r:ic-4 L03 L03 L03 L01 LOI L01 LO! LOI .................. ......... ....................................................01- .... .. .... .............. ......................... PTD. L03 L03 L03 L03 GWB 0 3'-031.011 " wom w LO-55, CL0 ...................... LI, 1: 11-01, L02—IN L01 : LO1 RECESSED P - , \ KITCHEN UNDERCAB LIGHTING KITCHEN UNDERCAB LIGHTING RECESSED POCKET POCKET i TO BE PROVIDED BY SIEMATIC TO BE PROVIDED BY SIEMATIC FOR ROLLDOWN FOR ROLLDOWN 0 ---------- INSECT SCREEN INSECT SCREEN ----------- 0 L05---- LOo p FIRST FLOOR REFLECTED CEILING PLAN 02 SCALE:1/4"=1'-0" 48" HIGH POOL GATE W/ CODE COMPLIANT B E R G D E S G N YA H A LO M RESIDENCE FIRST FLOOR REFLECTED CEILING PLAN ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 EDWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET 11 MAY 31,2016 DESIGN DEVELOPMENT 11 DEC 09,2015 CURTAIN WALL PRICING I FEB 11,2016 MECH PROGRESS APR 15,2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT AN 08,2016 PROGRESS PRINT MAR 02,2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12,2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 FIXTURE SYMBOL DESCRIPTION MANUFACTURER/MODEL NO. FINISH _ TYPE LUTRON VAREO TAP SWITCH WITH SCREWLESS SNAP ON PTD. CLOSET SWITCH 200 ' FACE PLATES IN WHITE .. oAGWB 3-WAY SWITCH LUTRON VAREO TAP SWITCH WITH SCREWLESS SNAP ON FACE PLATES IN WHITE -- SWITCH WITH DIMMER LUTRON VAREO PRESET DIMMER LOW-VOLTAGE WITH f D SCREWLESS SNAP ON FACE PLATES IN WHITE wW I JAMB SWITCH - 1 -- LO COMBINED SMOKE DETECTOR/CARBON MONOXIDE -- -- -- �� L01 SENSOR- HARDWIRED&INTERCONNECTED r _ f EQ B ?` EQ B EQ A j EQ A J-po, RECESSED JUNCTION BOX FOR FUTURE PENDANT L� J-BOX 11:� CEILING RECESSED ADJUSTABLE ACCENT LIGHT CONTRAST HOUSING: NW3000LE MATTE WHITE L01 CONTRAST TRIM:T3145D-1 1-11 SM ` U CEILING RECESSED ADJUSTABLE WALL WASHER CONTRAST HOUSING: NW3000LE MATTE WHITE t L(1 Z w L01 O t L02 <13 ...................::_..... .... ............ .................... .. . CONTRAST TRIM:T3145D-11-11SM CEILING RECESSED OUTDOOR ACCENT LIGHT BK LIGHTING/VERSA STAR WHP-WHITE GLOSS L03 B-VS-MR-4-WHP-9-11-AJ CH: 12'-0" d CABINET/MILLWORK RECESSED ACCENT PUCK LIGHT WAC LIGHTING/HR-LED271R-W-WT WT-WHITE L04 ` } PENDANT LIGHT FIXTURE FLOS-FU300561 OPAL -- L05 , N -- --_ - L06 BATHROOM WALL SCONCE PROVIDED BY OWNER-VERIFY - POWER REQUIREMENTS w/SPEC L01 L01 L07 BEDSIDE WALL SCONCE TBD '' '< ""n" Loi L08 - SURFACE MOUNTED STRIP LIGHT FOR LITHONIA LIGHTING/ -- -_ , CLOSET LIGHTING. MNS5128 LP PATH LIGHT UP DRIVEWAY-NOT SHOWN IN RCP:SEE A05 WAC LIGHTING/6021-30BZ BRONZE ON ALUMINUM BATHROOM L09 CH. 12-0 �.'..� DRIVEWAY SKETCH FOR LOCATIONS&QUANTITY r, WALL RECESSED EXTERIOR STEPLIGHT WAC LIGHTING/WL-LED100-C-WT WHITE ON ALUMINUM 201 EXTERIOR UPLIGHT(WALLWASH) BK LIGHTING/SA-LV-WW-65-WHP WHP-WHITE GLOSSPot--l- L0' \ L11 : _..„ M L12 .:: EXTERIOR FLOODLIGHT BK LIGHTING/SA-LV-FL-65-WHP WHIP-WHITE GLOSS IN-GRADE EXTERIOR UPLIGHT FIXTURE WITH DIFFUSE HINKLEY LIGHTING/16701 MZ MATTE BRONZE > t: o : b L13 l.j LENS. ... ............._. L14 f. IN-GRADE EXTERIOR DIRECTIONAL WELL LIGHT HINKLEY LIGHTING/16710MZ MATTE BRONZE O r O PTD. EXTERIOR WALL SCONCE SONNEMAN-7234.98-WL TEXTURED WHITE ' GWB 0 L.2 L02 L �.:. 0 L15 LC_ �. __ �r..,; L 16 CEILING FAN f _ -- - ------------------ ------ —- — --- -- M BEDROO ; L07 « � 202 ,.. SURFACE MOUNTED TRACK LIGHT TRACK:JUNO-TRAC 12 WHITE i LO? L01 L02L01 � L17 j HEADS: JUNG-TL196 s L01 01 01 1x01 �. , > - r CH: 12 0 r '` rw 1,112 .�' I PTD. H01 OUTDOOR HEATER-RECESSED INTO EXTERIOR SOFFIT INFRATECH -WD-40 WHITE r s ?� GWB NOTE: ORDER w/FLUSH MOUNT r/ f (? ��- ' 1� CLOSET STAINLESS STEEL FRAME L01 ..1..01 ...................'... ... �� f € �e 206 Lit 1 i L1« L01 � LC ( 01 0 �R � 'l L "� �..;LE11 � s'� '�4?E �a �`�L ` L01 ;01 L01 > s ' L01 r _ r BEDROOM / „ 1 �6 _ z L03 ^ 204 L03 z PTD. F� GWB CH:9'-0” f 1-02 ` L02 f s LL�1 VLol '' E L01 L01. L01 x.01 L01 L01 �Lt�O L01 Imo ' r PTD. ��,�,.�W �..... ��. HALL ° r GWB 7 �- 203 CH 1r-o° BATHROOM �wg cn ® --- { � 205 O _ " - - w L0 L01 L02 �' f '01 L01 Ll wW„ ♦ L10 f:+ CH: 9 0 L1 . 10 r 13 L03 L03 L€�3 L03 L03 L03 L03 L03 L0v L0 0 0 1 SECOND FLOOR REFLECTED CEILING PLAN SCALE:1/4"=V-0" 0 0 O t. ho BERGDES GN YAHALOM RESIDENCE SECOND FLOOR REFLECTED CEILING PLAN 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 ARCHITECTURE 965 E DWARDS LANE, ORI ENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED 7 PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31, 2016 Au"L DESIGN DEVELOPMENT II DEC 09,2015 CURTAIN WALL PRICING I FEB 11,2016 MECH PROGRESS APR 15, 2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08,2016 PROGRESS PRINT MAR 02,2016 PERMIT SET APR 18, 2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 POWER SYMBOL LEGEND PLUMBING NOTES & LEGEND Q NEW RECESSED TELEPHONE JACK 15" A.F.F. U.O.N. o-x FROST FREE HOSE BIBB - PROVIDE QD NEW RECESSED DATA JACK DRAIN DOWN VALVES @ EA LOCATION. 15" A.F.F. U.O.N. ® NEW RECESSED TELEPHONE JACK - ^-' - - - PLUMBING 42" A.F.F. U.O.N. - _.._.. . .__....... -- ............. ............ _- -........_ .......... _._..... --..... ...__... ®D NEW RECESSED DATA JACK - GAS PIPING //' QQQQQQQQQQQQQQQQQQQQQQQ 42" A.F.F. U.O.N. Q ...... ............ .... ............. ....... ............. ............. 120V RECESSED DEDICATED WALL OUTLET Q COORDINATE WITH EQUIPMENT REQUIREMENTS NOTE: ALL NEW PLUMBING TO TIE INTO 4" PVC 120V RECESSED DUPLEX WALL OUTLET WASTE LINE IN GROUND FLOOR SPACE TO NEW O MOUNTED @ 15" A.F.F. U.O.N. SANITARY SYSTEM. Q 120V RECESSED DUPLEX WALL OUTLET PROVIDE AND INSTALL NEW 1000 GAL MOUNTED @ 42" A.F.F. U.O.N. UNDERGROUND PROPANE TANK AT LOCATION — Q ICE 120V RECESSED DUPLEX WALL OUTLET SHOWN AND ALL ASSOCIATED PIPING,VALVES, — — — GGFI MOUNTED @ 15" A.F.F. U.O.N. REGULATORS TO CONNECT TO RESIDENCE. Q j2E 120V RECESSED DEDICATED DUPLEX WALL OUTLET Q GFI MOUNTED @ 42" A.F.F. U.O.N. Q �I NEW 220V RECESSED DUPLEX WALL OUTLET MECHANICAL SPECIFICATION Q MOUNTED @ 15" AFF, LION Q MOUN TED @S1 ' QUAD WALL 0N,OUTLET PROVIDE AND INSTALL NEW FULLY 120V RECESSED„ QUAD WALL OUTLET OPERATIONAL HEATING AND COOLING SYSTEM. Q I MOUNTED @ 42 A.F.F. U.O.N. TEST AND BALANCE SYSTEM AFTER INSTALL. 120V RECESSED QUAD WALL OUTLET ALL DUCTWORK TO BE LINED WITH SOUND Q FI MOUNTED @ 42" A.F.F. U.O.N. ATTENUATING WRAP Q I ( I MOUNT p E@SSSD„ QUAD UALO NOUTLET COMPONENT SPECIFICATION: Q I I I I Q -- -- — 120V RECESSED DUPLEX FLOOR OUTLET CONVENTIONAL GAS BOILERS PROVIDE AND INSTALL ALL ASSOCIATED, Q Q- NEW WALL MTD. JUNCTION BOX CONTROLS, WIRING, PLUMBING, MANIFOLDS, LP Q I } CONVERSION, SIDE WALL VENTING AND OUT SWITCH DOOR TEMP RESET CONTROL AND ASSOCIATED Q I I 3 WAY SWITCH PARTS. ALLOW CONTROL FOR 3 ZONES. Q I D DIMMER SWITCH Q JAMB SWITCH (2) WEIL MCLAIN ULTRA MODEL UG-230 PROVIDE POWER ' 230,000 BTU OUTPUT Q TO ELEVATOR AS —� © CEILING FAN CONTROL Q — PER MNFR SPECS Tv4 Q CABLE TV OUTLET AIR HANDLERS AND INSTALL NEW AIR HANDLING UNIT, Q , Q THERMOSTAT CONDENSER AND ALL ASSOCIATED CONTROLS EF EXHAUST FAN CONTROL AND PARTS. I STEREO LOUDSPEAKER WIRE TERMINATION POINT (2) BOSCH - MODEL TBD Q ELEVATOR COORDINATE HEIGHTS WITH ARCHITECT Q CONDENSERS ® NEW 400 AMP SERVICE PANEL 17 SEER CARRIER ACR CONDENSER UNITS #AS ...I. 4.. NEW HARD WIRED DOOR BELL MTD @ 42 A.F.F. REQ'D. BOILER BOILER : ..:....:...... - - --- ( }' - � _ .. THRU WALL — — — — I I I HWH - - - - r-.- -..- ............ ............. .....�..-..... RADIANT FLOORS - - - - - PER SPEC PER SPEC 1 ..-1......._f-... ...-1........r ..-I ...-1.........�... _—L. ......�... _i— Cs —1— CS 1 CS CS PROVIDE AND INSTALL HYDRONIC RADIANT BOILERS& _ _ VENT FOR -L - - L- - - \ �' ( I I I i ( I PROVIDE STUB UPS FOR ti / FUTURE BATH FIXTURES MARK OUT ALL I LOCATIONS FOR CLIENT APPROVAL BEFORE INSTALLATION FLOORFLOOR SYSTEM THROUGHOUT THE HOUSE ERV ABOVE - - - - - - - - - - r _ I HWS I I L - - - - - - - - - - - J- - - - - - - - - - - - ERV (/HWH } EXCEPT FOR THE BASEMENT, LAUNDRY ROOM, I MUD ROOM AND CLOSETS. \` �_I=L -I- L -I- L �=I_ L� I MECHANICAL SYMBOL LEGEND MECH. — — — — — — — — — — HOT WATER HEATERS 002 ul LWR / E-� SUPPLY GRILL PROVIDE AND INSTALL ALL ASSOCIATED, I IJ BATHROOM r — — — — — — — -� AHU1 I' I o04 BEQROOM �1 RETURN GRILL CONTROLS, WIRING, PLUMBING, MANIFOLDS AND MECH ASSOCIATED PARTS. 1- L_ - - -J'; Al � ASSOC �I / 3 SOIL FROM 006 „ Q THERMOSTAT O CHASE Lx - �� /I I 2 WEIL MCLAIN AQUA PLUS 85 =___ - _� I ABOVE HWS HIGH WALL SUPPLY ABOVE - - - ZONE 1 I I /''� VTR LWS LOW WALL SUPPLY ENERGY RECOVERY VENTILATOR SYSTEM (ERV) NEW ELECT. I MECH I /\ - �- - - - - - - - - - 1 �A r FANTECH - MODEL: TBD PANEL =tr- I CHASE BATHROOM I .. . ..: : 000000°000 CS CEILING SUPPLY I ABOV _y BATHROOM EXHAUST FANS E. 008 I O FS FLOOR SUPPLY o i FAN TECH - MODEL FG SERIES- DUCTED TO I HWR HIGH WALL RETURN OUTSIDE ® GYM O GL I MUDR01 II ° 001 O, CR CEILING RETURN S 005 009 °I GRILLE AND REGISTER SPECIFICATION FC CEILING AND WALL GRILLS TO BE PTD LINEAR ALUM BAR GRILLS BY ARCHITECTURAL GRILLS — OI CE OR EQUAL. NEW GRILLS IN WOOD FLOOR- o CONVEYING SYSTEM MATCHING FLOOR COLOR I O I ° FLUSH WOOD GRILLS HALL 0 PROVIDE AND INSTALL 37"x 58" HERITAGE GRILLS IN TILE FLOOR- BRUSHED ALUM LOUVER I 007 0 LEFT INLINE CAB BY CAMBRIDGE ELEVATING L - INC.AS PER MANUFACTURERS POOL HOUSE SPLIT SYSTEM SPECIFICATIONS. PROVIDE AND INSTALL WHOLE I HWR L - - - - - ° HOUSE AIR PURIFICATION/DUST _...... _........ ............ - - - - - - - - - - - - - -� AHU2 I ° REMOVAL SYSTEM -APRILAIRE 2213 - - - - - 0 AUDIOVISUAL AND ALARM SYSTEM - — — — ° — _ ° PROVIDE AND INSTALL WHOLE 0 HOUSE CENTRAL VACUUM SYSTEM - - - - - o COORDINATE AV INSTALL WITH CLIENT ° RETAINED AV CONSULTANT PROVIDE AND INSTALL 20 KW o GENERATOR ON CONCRETE PAD AV EQUIP - BY OWNER WITH AUTOMATIC TRANSFER STORAGE STORAGE _ - - - - _ o SWITCH. 003 010 0 COORDINATE ALARM INSTALL WITH CLIENT o RETAINED ALARM CONSULTANT - - - - - ° 0 - - - - - o ALARM EQUIP - BY OWNER ............ ........... o - - - - - - 0 O ® o O 0 0 0 O - o .....\ ..... .... ..... .... . ... . .... . ... . ........... 0 ............ ...... ........... ........ . ...... ... O BASEMENT PLAN o 1 SCALE:1/4"=1'-0" O O O O Ouz BERGDES G YAHALOM RESIDENCE BASEMENT POWER AND MECHANICAL PLAN ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31 , 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05, 2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31, 2016 DESIGN APR 15,2016 NOT FOR CONSTRUCTION PROGRESS P PRINT II AN 08, 2016 PROGRESS PRINDEC 09, 2015 CURTAIN WALLRICING I MARFEB102, 2016 ERMIT SET1,2016 MECHRESS APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12,2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20,2016 POWER SYMBOL LEGEND PLUMBING NOTES & LEGEND AUDIO VISUAL AND ALARM SYSTEM Q NEW RECESSED TELEPHONE JACK 15" A.F.F. U.O.N. o-x FROST FREE HOSE BIBB - PROVIDE COORDINATE AV INSTALL WITH CLIENT aD NEW RECESSED DATA JACK DRAIN DOWN VALVES @ EA LOCATION. RETAINED AV CONSULTANT 15" A.F.F. U.O.N. ® NEW RECESSED TELEPHONE JACK - -' - -"-"- PLUMBING AV EQUIP- BY OWNER 42" A.F.F. U.O.N. ®D NEW RECESSED DATA JACK - GAS PIPING COORDINATE ALARM INSTALL WITH CLIENT 42" A.F.F. U.O.N. RETAINED ALARM CONSULTANT 10E 120V RECESSED DEDICATED WALL OUTLET COORDINATE WITH EQUIPMENT REQUIREMENTS NOTE: ALL NEW PLUMBING TO TIE INTO 4" PVC ALARM EQUIP - BY OWNER 120V RECESSED DUPLEX WALL OUTLET WASTE LINE IN GROUND FLOOR SPACE TO NEW MOUNTED @ 15" A.F.F. U.O.N. SANITARY SYSTEM. 120V RECESSED DUPLEX WALL OUTLET PROVIDE AND INSTALL NEW 1000 GAL MOUNTED @ 42" A.F.F. U.O.N. UNDERGROUND PROPANE TANK AT LOCATION 120V RECESSED DUPLEX WALL OUTLET SHOWN AND ALL ASSOCIATED PIPING,VALVES, GFI MOUNTED @ 15" A.F.F. U.O.N. REGULATORS TO CONNECT TO RESIDENCE. 120V RECESSED DEDICATED DUPLEX WALL OUTLET GFI MOUNTED @ 42" A.F.F. U.O.N. NEW 220V RECESSED DUPLEX WALL OUTLET MECHANICAL SPECIFICATION MOUNTED @ 15" AFF, UON 120V RECESSED QUAD WALL OUTLET MOUNTED @ 15" A.F.F. U.O.N. PROVIDE AND INSTALL NEW FULLY OPERATIONAL 120V RECESSED QUAD WALL OUTLET HEATING AND COOLING SYSTEM. TEST AND BALANCE MOUNTED @ 42" A.F.F. U.O.N. SYSTEM AFTER INSTALL. ° II 120V RECESSEDQUAD WALL OUTLET ALL DUCTWORK TO BE LINED WITH SOUND FI MOUNTED @ 42" A.F.F. U.O.N. ATTENUATING WRAP I MOUNTED @S5„DQUAD WALL COMPONENT SPECIFICATION: I - I 120V RECESSED DUPLEX FLOOR OUTLET CONVENTIONAL GAS BOILERS PROVIDE AND INSTALL ALL ASSOCIATED, CONTROLS, 0- NEW WALL MTD. JUNCTION BOX WIRING, PLUMBING, MANIFOLDS, LP CONVERSION, SIDE WALL VENTING AND OUT DOOR TEMP RESET CONTROL SWITCH AND ASSOCIATED PARTS. ALLOW CONTROL FOR 3 3 WAY SWITCH ZONES. $o DIMMER SWITCH JAMB SWITCH (2) WEIL MCLAIN ULTRA MODEL UG-230 I ° 230,000 BTU OUTPUT © CEILING FAN CONTROL ry CABLE TV OUTLET AIR HANDLERS PROVIDE AND INSTALL NEW AIR HANDLING UNIT, Q THERMOSTAT CONDENSER AND ALL ASSOCIATED CONTROLS AND I I FE F1 EXHAUST FAN CONTROL PARTS. j O STEREO LOUDSPEAKER WIRE TERMINATION POINT (2) BOSCH - MODEL TBD COORDINATE HEIGHTS WITH ARCHITECT ��— CONDENSERS NEW 400 AMP SERVICE PANEL 17 SEER CARRIER ACR CONDENSER UNITS-#AS GARAGE I o NEW HARD WIRED DOOR BELL MTD @ 42" A.F.F. REQ'D. RADIANT FLOORS I I ;>.-...:::::...��:: :•M:>: I NOTE: CONTRACTOR TO MARK OUT ALL ELECTRICAL DEVICE PROVIDE AND INSTALL HYDRONIC RADIANT FLOOR LOCATIONS FOR CLIENT APPROVAL BEFORE INSTALLATION SYSTEM THROUGHOUT THE HOUSE EXCEPT FOR THE BASEMENT, LAUNDRY ROOM, MUD ROOM AND 3"SOIL DOWN _ f ELEVATOR '.`.. MECHANICAL SYMBOL LEGEND CLOSETS. FROM ABOVE FI LnJ ` 3" SOIL DOWN SUPPLY GRILL HOT WATER HEATERS PROVIDE AND INSTALL ALL ASSOCIATED, r- GFI GFI 1 — — — -- Ill RETURN GRILL WIRING, PLUMBING, MANIFOLDS AND ASSOCIATED CONTROLS, — —I� — —I --- — — — J T THERMOSTAT PARTS. I F9SP I! 4 � = � — � 2 WEIL MCLAIN AQUA PLUS 85 �s WALL SUPPLY FS VTR I HWS HIGH _ - - - - - - - - - - - - - - I HVER LWS LOW WALL SUPPLY ENERGY RECOVERY VENTILATOR SYSTEM (ERV) DRAIN - - - - MECH WC 00 I CHAS FANTECH - MODEL: TBD CHASE CS CEILING SUPPLY LAUNDRY I 108 � II WS FS FLOOR SUPPLY BATHROOM EXHAUST FANS _ _ _ _ _ _ _ _ I ZONE 3 I I' FAN TECH - MODEL FG SERIES- DUCTED TO OUTSIDE L- _ — J LJ HWR HIGH WALL RETURN GRILLE AND REGISTER SPECIFICATIONS CL CR CEILING RETURN x 101 I CEILING AND WALL GRILLS TO BE PTD LINEAR ALUM LIVING ROOM � BAR GRILLS BY ARCHITECTURAL GRILLS OR EQUAL. OO H �� 1 ❑ 02 I (�I NEW GRILLS IN WOOD FLOOR- FLUSH WOOD GRILLS FSL MUDROOM I CHASE HALL AND STAIR I ® 4 11 BATHROOM CONVEYING SYSTEM - - - - 10� I I° t 1 103 MATCHING FLOOR COLOR — — — — — — — I I I I' l — GRILLS IN TILE FLOOR- BRUSHED ALUM LOUVER I I I FF 1 FS PROVIDE AND INSTALL 37"x 58" HERITAGE I HWR I VT 6=1 xiiL J LEFT INLINE CAB BY CAMBRIDGE ELEVATING PROVIDE AND INSTALL WHOLE HOUSE AIR INC.AS PER MANUFACTURERS PURIFICATION/DUST REMOVAL SYSTEM -APRILAIRE SPECIFICATIONS. 2213 ( Al DI 21NG S D ` E .IR F. I FRZ.I I 1I - - - - -`- - - — — — — — - - < OVEN I REF. PROVIDE AND INSTALL WHOLE HOUSE CENTRAL OFFIC —— J �................s...... .._ I 3"SOIL DOW HWR VACUUM SYSTEM 111 I I - HWR — — — — — — — — — —j FROM ABOVE G) 3" DOWNZONE 4 PROVIDE AND INSTALL 20 KW GENERATOR ON D I I I �_ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - CONCRETE PAD WITH AUTOMATIC TRANSFER SWITCH. coI t— ,4wIE 1' —..— - — IFS I I I I E�ZII FS FS I j - - - - - - I WASTE DOWN — — — — — — — — — — — — — — i I ; b� 00 i D KITCHEN � ❑ I ..... _. 106 I � OFFICE I 4 �� GA G S GAS GAS 00 ( 104 AC CONDENSERS — — — — — GAS 4"CONC PAD ON — — — — HARD PIPE GAS LINE ISOLATION DAMPERS I I�[�%��11111 I AND SHUT OFF VALVE (SIZE AS REQ'D) �\`L��j////I TO OUTDOOR GRILL I FS ZONE 2I TFT FS SOIL DOWN — — — — — — El — — — — — — I - - - - I DW �...DW - - - - - - - - I I VTR FS F - - - ------ ------ FIRST FLOOR PLA 1 SCALE:1/4"=1'-0" !„ BERGDES G YAHALOM RESIDENCE FIRST FLOOR POWER AND MECHANICAL PLAN ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31 , 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31, 2016 DESIGN NOT FOR CONSTRUCTION PROGRESS PRI DEVELOPMENT II AN 08, 2016 PROGRESS PRINT DEC 09,2015 CURTAIN WALL ICING I FEB MAR102,2016 MECH APR 15,2016 REF NO: 178 016 PERMIT SET APR 18, 2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20, 2016 POWER SYMBOL LEGEND PLUMBING NOTES & LEGEND a NEW RECESSED TELEPHONE JACK 15" A.F.F. U.O.N. O-x FROST FREE HOSE BIBB - PROVIDE aD NEW RECESSED DATA JACK DRAIN DOWN VALVES @ EA LOCATION. 15" A.F.F. U.O.N. ® NEW RECESSED TELEPHONE JACK — -"-"- -' — PLUMBING 42" A.F.F. U.O.N. ®D NEW RECESSED DATA JACK - GAS PIPING 42" A.F.F. U.O.N. 120V RECESSED DEDICATED WALL OUTLET COORDINATE WITH EQUIPMENT REQUIREMENTS NOTE: ALL NEW PLUMBING TO TIE INTO 4" PVC 120V RECESSED DUPLEX WALL OUTLET WASTE LINE IN GROUND FLOOR SPACE TO NEW MOUNTED @ 15" A.F.F. U.O.N. SANITARY SYSTEM. 120V RECESSED DUPLEX WALL OUTLET PROVIDE AND INSTALL NEW 1000 GAL — — —°— — — - MOUNTED @ 42' A.F.F. U.O.N. UNDERGROUND PROPANE TANK AT LOCATION 120V RECESSED DUPLEX WALL OUTLET SHOWN AND ALL ASSOCIATED PIPING,VALVES, FS GFI MOUNTED @ 15" A.F.F. U.O.N. REGULATORS TO CONNECT TO RESIDENCE. 3a-- 120V RECESSED DEDICATED DUPLEX WALL OUTLET GFI MOUNTED @ 42" A.F.F. U.O.N. NEW 220V RECESSED DUPLEX WALL OUTLET MECHANICAL SPECIFICATION MOUNTED @ 15" AFF, LION � I I 120V RECESSED QUAD WALL OUTLET I CLOSET MOUNTED @ 15' A.F.F. U.O.N. PROVIDE AND INSTALL NEW FULLY OPERATIONAL i 120V RECESSED QUAD WALL OUTLET HEATING AND COOLING SYSTEM. TEST AND BALANCE i 200 MOUNTED @ 42" A.F.F. U.O.N. SYSTEM AFTER INSTALL. 120V RECESSED QUAD WALL OUTLET ALL DUCTWORK TO BE LINED WITH SOUND FI MOUNTED @ 42" A.F.F. U.O.N. ATTENUATING WRAP 120V RECESSED QUAD WALL OUTLET COMPONENT SPECIFICATION: MOUNTED @ 52" A.F.F. U.O.N. I 120V RECESSED DUPLEX FLOOR OUTLET CONVENTIONAL GAS BOILERS PROVIDE AND INSTALL ALL ASSOCIATED, CONTROLS, o- NEW WALL MTD. JUNCTION BOX WIRING, PLUMBING, MANIFOLDS, LP CONVERSION, SIDE I WALL VENTING AND OUT DOOR TEMP RESET CONTROL HWR SWITCH AND ASSOCIATED PARTS. ALLOW CONTROL FOR 3 3 WAY SWITCH ZONES. $o DIMMER SWITCH GFI I VTR JAMB SWITCH (2) WEIL MCLAIN ULTRA MODEL UG-230 230,000 BTU OUTPUT I � © CEILING FAN CONTROL I I Tv CABLE TV OUTLET AIR HANDLERS F Q THERMOSTAT PROVIDE AND INSTALL NEW AIR HANDLING UNIT, _ _ _ _ - - - - - - - - - - - A CONDENSER AND ALL ASSOCIATED CONTROLS AND I I F-F] EXHAUST FAN CONTROL PARTS. I BATHROOM II O STEREO LOUDSPEAKER WIRE TERMINATION POINT (2) BOSCH - MODEL TBD I 201 COORDINATE HEIGHTS WITH ARCHITECT ® NEW 400 AMP SERVICE PANEL CONDENSERS 17 SEER CARRIER ACR CONDENSER UNITS-#AS LFo NEW HARD WIRED DOOR BELL MTD @ 42" A.F.F. REQ'D. GFI I I 1 GFI ....... ......... RADIANT FLOORS .. NOTE: CONTRACTOR TO MARK OUT ALL ELECTRICAL DEVICE PROVIDE AND INSTALL HYDRONIC RADIANT FLOOR I VTR ELEVATOR LOCATIONS FOR CLIENT APPROVAL BEFORE INSTALLATION SYSTEM THROUGHOUT THE HOUSE EXCEPT FOR THE 3 SOIL DOWN BASEMENT, LAUNDRY ROOM, MUD ROOM AND < CLOSETS. I o FEE — — — — — — — — — MECHANICAL SYMBOL LEGEND i HOT WATER HEATERS ZONE 5 PLY GRILL FS FS FS �� SUP ry� C � T W PROVIDE AND INSTALL ALL ASSOCIATED, CONTROLS, I � H RETURN GRILL WIRING, PLUMBING, MANIFOLDS AND ASSOCIATED ( HW Q 1 I I THERMOSTAT PARTS. I I I I I I (2) WEIL MCLAIN AQUA PLUS 85FS HWS HIGH WALL SUPPLY - - - - - - - - - - - ENERGY RECOVERY VENTILATOR SYSTEM (ERV) iL - - - I — — — — — — I I�', — — — — ZONE 6 � � BATHROOM I I I LWS LOW WALL SUPPLY FANTECH - MODEL: TBD I ( I I I I 205 CS CEILING SUPPLY I I ° i B DROOM BATHROOM EXHAUST FANS MECH I G I I I FS FLOOR SUPPLY FAN TECH - MODEL FG SERIES- DUCTED TO OUTSIDE MECH -� 202 VTR I VTR 1 1 HWR HIGH WALL RETURN CHASE�X CHAS 11 GRILLE AND REGISTER SPECIFICATIONS BELOW T BEDROOM I I I CLOSET V CR CEILING RETURN ❑ HWR CEILING AND WALL GRILLS TO BE PTD LINEAR ALUM I 204 C- 1 I 2 6 nBAR GRILLS BY ARCHITECTURAL GRILLS OR EQUAL. INEW GRILLS IN WOOD FLOOR- FLUSH WOOD GRILLS - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - 1 HALL � - - �- - - - - - _ _ r - - - �. _ _ _ - -CONVEYING SYSTEM MATCHING FLOOR COLOR 203 II 1 1 FS IELIFS 17LIFS GRILLS IN TILE FLOOR- BRUSHED ALUM LOUVER PROVIDE AND INSTALL 37"x 58" HERITAGE LEFT INLINE CAB BY CAMBRIDGE ELEVATING PROVIDE AND INSTALL WHOLE HOUSE AIR I I I I I E# INC.AS PER MANUFACTURERS PURIFICATION/DUST REMOVAL SYSTEM -APRILAIRE I SPECIFICATIONS. 2213 I I �FS �FS PROVIDE AND INSTALL WHOLE HOUSE CENTRAL VACUUM SYSTEM 3"SOIL DOWN AUDIO VISUAL AND ALARM SYSTEM PROVIDE AND INSTALL 20 KW GENERATOR ON CONCRETE PAD WITH AUTOMATIC TRANSFER SWITCH. — — — — — — — — — — — — — — COORDINATE AV INSTALL WITH CLIENT ° II RETAINED AV CONSULTANT AV EQUIP - BY OWNER II I I COORDINATE ALARM INSTALL WITH CLIENT II RETAINED ALARM CONSULTANT II ALARM EQUIP -BY OWNER I I I I I I I I fl Ii I I I I 0 0 0 SECOND FLOOR PLAN 1 SCALE:114"=1'-0" 028 ® BERGDESGN YRESIDENCE SECOND FLOOR POWER AND MECHANICAL PLAN ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17, 2016 DATE: MAY 31 , 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31, 2016 SCALE: AS NOTED A1 0 PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 DESIGN APR 15,2016 NOT FOR CONSTRUCTION PROGRESS PRINT II AN 08, 2016 PROGRESS PRINDEC 09, 2015 CURTAIN WALLRICING I MAR 02,2016 PERMIT SETFEB 11,2016 MECHRESS APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20, 2016 T.O.ELEVATOR B.M.+32'-2 1/4" ............................ . .. .. ...... . . ...... .. .......... ...... ...... ...... .... ..... .................... ...... .... ............. ..... .-.. .. 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AZEK PTD AZEK COLUMN COVER , gyp r'l An DI AAITCO r'nI I MAKI rrnXiGo j ► SOUTH ELEVATION 2 SCALE:1/4"=1'-0" I BERGDES GN YAHALOM RESIDENCE BUILDING ELEVATIONS ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31 , 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31, 2016 APR 15, 2016 NOT FOR CONSTRUCTION PROGRESS RIDESIGN DEVELOPMENT II AN 08, 2016 PROGRESS PRINT DEC 09, 2015 CURTAIN WALL PRICING I MARFEB102,2 016 PE MIT SET KESS APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20, 2016 T.O.ELEVATOR B.M.+32'-2 1/4" ELEVATOR VOLUME BEYOND CLAD w/STANDING SEAM ZINC PANELS T.O.PARAPET B.M.-29'-2114- SECOND 29'-21/4"SECOND FLOOR CEILING B.M.+26'-6" ZINC ROOF FASCIA STAIRWELL CEILING _ — — — — — — B.M.+23'-6.1 a 201A 202A ZINC WINDOW TRIM o o io m — — FIBER CEMENT 36" HIGH S.S. r� PANELS CABLE RAILING T.O.PARAPET B.M.+17'-6" PSL BEAM PER SECOND FLOOR — S-DWGS — — B.M.+14'-6" PSL BEAM PER S-DWGS 11 7/8"TJI's 230 @ 16"O.C. _ PORCH CEILING FIRST FLOOR CEILING _ _ _ — B.M.+12'-7 1/4"— _ B.M.+12'-0" z z z z KITCHEN VENT c� c� HOOD EXHAUST Q ¢ ¢ Q a 1.10A 114A 106A `I• PTD.AZEK COLUMN COVER 109D 109C 1096 0 l : PRECAST CONC PAVERS n OUTDOOR KITCHEN o O ON COMPACTED SUB BASE FIRST FLOOR-ELEV.+39'-0" M —: B.M.-0'-0" Y. Y��: T .O.GARAGE SLAB 3ALUM \ \ G RBAGE SHED _ - \ \ \ \ \ A \ \ \ \ \ FOR - \ IN M VENT \ PTD. U / / / B.M.-o'6" // // // // // // // // // / GARAGE DOORS \//\//�ERV BOILER //\// / T.O.ELEVATOR B.M.+32'-2 1/4" _- ZINC CLAD ELEVATOR voLu WEST ELEVATION E BEYOND M 1SCALE:1/4"_1 1-0" jgk T.O. PARAPET B.M.+29'-2 1/4" SECOND FLOOR CEILING B.M.+26'-6" S ANIDINd SEAM ZINC PANELS ZINC ROOF FASCIA FIBER CEMENT PANELS z z z a Q T.O. PARAPET _. -------- B.M.117'-6" ...... SECOND FLOOR B.M.+14'-6" �? ZINC WINDOW I? FIRST FLOOR CEILING TRIM .... .-_............ ..._._. ....... ...... ..................-_--.....-. B.M.+12'-0" Z Z FIBER CEMENT 0 PANEL SIDINGQ o D¢ ... ZINC CLAD _..... ..... . ..: _ -.. ............_ . _.. .. ......; € a 104B 103A ENTRY CANOPY ...........:..: - ...... ...... - o .......... ... . . .. .......................... o ... .............. Ch O 36" HIGH: SS CABLE RAIL gok FIRST FLOOR-ELEV.+39'-0" .......... -. ........... ................ 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ROUNDCOLUMN GRADE: +30'-0" GRADE: +30'-0" �r� O BERGDES GN YAHALOM RESIDENCE BUILDING ELEVATIONS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 Al NOT FOR CONSTRUCTION PDESIGN ROGRESS PRINT 11 DECREF NO: 178 AN 08, 2016 PROGRESS PRINT ICING I MAR 02, 2016 PERMIT SOTRESS APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20, 2016 '` JIHIVUIIVl7 JCHIVI .. INC PANELS z z z . . .... . .. .. .. .. . ........ . . . ..�: 7 : : I CD C7 C9 a a a T.O. 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T.O.PARAPET _. - _ -- - --- .- .......I. .�, - - --- -- - --- ----- - --- --- - - -- --- - - - -- - - I- B.M.+29'-2 1/4" I i I _ _ 10 STANDING i A20 SEAM ZINC :. . ..: B.M.+207S8 1/2" " SECOND FLOOR CEILING PANELS - 14' TJI 230 @ 16 O.C. O- - I-I TYPICAL ROOF CONSTRUCTION OVER TAPERED INSULATION ..... .. . . .. .. I. .. . .:::. .. NE O B.M.+26'-6" .. .. 3/4" PLYWOOD SHEATHING ZINC COVERED ZINC ROOF FASCIA TRIM TJI FLOOR/ROOF RAFTERS w/R-60 INSULATION .. .. ........ . .. .. . . ... . 5/8" GW INTERIOR FINISH . .. .... .. ER . . .... . . .... . . . ... WINDOW . .. . .. .. . . .. ... PER WGS R S-D WINDOW HEADER PER ... ZIINC WI OW S-DWGS RIM I JUDITH FIBER CEMENT PANELS I " r; WC TYPICAL WALL CONSTRUCTION: _ PANELING o - FIBER CEMENT P OVER 2X WOOD BATTENS11� 1. -' VAPROSHEILD-REVEALSHIELD VAPOR BARRIER OVER 3/4 PLYWOOD SHEATHING rn 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY ... ..... ...... . SECOND FLOOR ... .. _q fl R T fl r. ...... . . . .. . 5/8"GWB ON INTERIOR . ..... ..... ... .. .. . . . . .... ... . ... . .. _. ... .. B.M.+17'-6" ( .36"HI S.S. CABLE RA ING ZINC ROOF FASCIA . : : + ++ .+ . . . ......... . ... I... L _j SECOND FLOOR .: '.'.. � � _in ,� 1 - - I .. � — - � . � — + :�+'�III .. V_7� b + . . . . . . . . . . — � � � _....-....... . B.M.+14'-6" C? - � 1 ... ... .. I- . 36" HIGH 14"TJ @ 16"O C H S.S. . .. .. . . I 1 360 r- co ;:. I. :: .:.�:. .::::�.':..: '':: � FURRE OUT CABLE RAILING .. ... . . ... 11 ih Nc IN . .- . . . EXTERIOR WALL ch . .. .............. . ...... .... .. FIRST FLOOR CEILING ...... ...... .. ..... ....... .......... ...... -.... ........ ... ........... ...... .... ....... _ _.. ..... .. _ .. ...... IFOR NG ... ........... _.... . : . . .: STANDING ; :.:.. B.M.+12'-0^ a 1. .. : SEAM ZINC': ENTRANCE.. . INSULATED CEILING PLANTED SCREEN I. . .. . . ..... . CANOPY.. ABOVE GARAGE ... . . .. ..... . . I. I . PANELS . . . .......1+ .. ._ . . . GARA GE p — — —.. _ . : t - . . .. R -. . .. : . E DOOR TRACK I �,� n: o- -_ PER SODWGS D .. \ / \' LVL GARAGE _ ' : co \ / \: I. DOOR HEADER # ! a co 1 \ / \ 1. a HP ELECT. MOTOR(TYP.) ! .. PER S-DWGS Q \ GARAGE PROVIDE (2) REMOTES i TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION: SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION 09L T.O. ELEVATOR ... ...... ........................... ....... ...... ........ ..... ... . ...... . ..... .. ........ .......- . . ......... ........ ....... . . ........ ................. ........... .. SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION ........ .... .............. ... . .. ...... .................. ...... .... .............-..... ....... ...... .................... . 3/4" PLYWOOD SHEATHING . ... ....- B.M.+32'-21/4' 3/4" PLYWOOD SHEATHING TJ1 FLOOR/ROOF RAFTERS w/R-60 INSULATION ELEVATOR STANDING SEAM ZINC TJI FLOOR/ROOF RAFTERS w/R-60 INSULATION FIBER CEMENT 5/8"GWB INTERIOR FINISH VOLUME OND .. . .. . PANELS BEYOND 5/8" GWB INTERIOR FINISH BEYPANELS BEYOND T.O.PARAPET ............... ...... ....... . ...............- ...... .................... ........ ...... ...... ...... ............ ... .............................. ...... ....... ............................. .... ........... . .... ..... ................ .... . . ..... ...... ...... .............................. ..... ..... .... ............ .... . ..... ....... ............................. ...... ...... ........................... ...... ...... ................. .......... ....... ...... .... B.M.+29'-21/4" 09L T.O.JOIST ...........1 , TYPICAL WALL CONSTRUCTION: ......... .... 26 FIBER CEMENT PANELING OVER 2X WOOD BATTENS B.M.+27'-81/2" 14"TJ1 230 @ 16"O.C. Ll VAPROSHEILD-REVEALSHIELD VAPOR BARRIER OVER 3/4"PLYWOOD SHEATHING SECOND FLOOR CEILING 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY Sim B.M.+26'-6" 5/8"GWB ON INTERIOR jlk T.O.JOIST r— ...... ..... ... ........... . ......... 2*X 12 P.T. @ 16"O.C.* 2 X 12 P.T. @ 16"O.C. PSL BEAM PER B.M.124'-101/2" 11 7/8"TJ 1230 @ 16"O.C.---------- WINDOW HEADER Z PTD. GWB S-DWGS PSL BEAM PER ZINC WINDOW TRIM PER S-DWGS S-DWGS 25 GLULLAM WINDOW .. . .. .. .. . . JUDITH JUDITH JUDITH HEADER PER GLULLAM HEADER S-DWGS CLOSET C BEDROOM PER S-DWGS STAIR -DWGS CURTAIN WALL 36" HIGH SS LVL PER S FIBER CEMENT FIBER CEMENT PANELS WINDOW CABLE RAIL LVL PER S-DWGS PANELS 0 T.O. PARAPET ASSEMBLY 36" HIGH S.S. 7 .............................. WOOD DECK B.M.+17'-6" 36" HIGH S• .S. FURRED CABLE RAILING 9k T.O.DECK EXTERIOR OVER SLEEPERS CABLE RAILING . . . . EXTERIOR ... .......... ........................ GLULAM BEAM ------\ + + ................. .......... ............................. j9k T.O.DECK B.M.+13'-7 314" DECK PER S-DWGS OVER PITCHED WALL FOR ............ ROOF MEMBRANE L B.M.+13'-7 3/4' DOWNSPOUT SECOND FLOOR 11 H 11 - - -----------—-------------------------------------------------------------------------------------------- ------------------ —---------- B.M.+14'-6" 1411 JI 360 @ 16"O.C. 14"TJI's 14"TJ I's 230@ 16"O.C. 2"TJ I's 230 @ 16"O.C. A20 PTD. @ 16"O.C. HEADER PER GWB7 16"TJI's 560 @ 16"O.C. S-DWGS OL FIRST FLOOR CEILING 4............... ...................... . ...... ... ......... ............ ...... ..... ......................... .. ... ............ ...... ..... ..... ...... ..... .... ... ....... PTD. GWB B.M.+12--oll FIRE RATED GWB HUNG CEILING: PSL BEAM PER INSULATED CEILING SEE DETAIL F S-DWGS PTD. GWB ;7 FURRED OUT . .. .. . . FASCIA EXTERIOR ABOVE GARAGE PTD.GWB ALIGN WALL FOR WINDOW HEADER ------------- 7 WINDOW HEADER —------------------------ PER S-DWGS PER S-DWGS Z STANDING RAILING SEAM ZINC PANELS uu OPEN TO GARAGE OFFICE HALL KITCHEN HALL PTD. GWB ;7 OPEN TO ZINC WINDOW DINING 36" HIGH S.S. - �00M TRIM CABLE RAILING FIRST FLOOR-ELEV.+39'- STEEL STRINGER L STAIRCASE:SEE B.M.-0'-0'— PAVERS ON PAVERS ON DETAILS PREPARED PREPARED GE SLAB+38'-6" OIL T.O.GARAGE ........... ----------- ...... .... .............................. . ........... ............. .......... ...... ...... ------------- SUB-BASE . ...... .. . .... r-jL SUB-BASE B.M.4-6" 11 11 16"TJI's 5 @ 16'O.C. PTDGRADE : +38'-2 RADE ?ADE* GWB;7 9-2" X ENTRANCE - /> �/X GLULAM BEAM GLULAM TYPICAL FOUNDATION WALL CONSTRUCTION. BRIDGE -DWGS X/\ X/ PER S BEAM PER ZUNFINISHED;7 EXTERIOR CLOSED CELL RIGID INSULATION -DWGS .`. �j\\j\\/\\/\\/\� S 10" POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING GYM X//, X//, X TYPICAL WALL CONSTRUCTION: -12 INSULATI( 'X' FIBER CEMENT PANELING OVER 2X WOOD BATTENS \/\\/\\/\\/\\/ 2X4 INTERIOR FURRING w/R )N FF7 X� REINFORCED w/CONTINUOUS REBARS x x 5/8"GWB ON INTERIOR COLUMN VAPROSHEILD- REVEALSHIELD VAPOR BARRIER OVER 3/4" PLYWOOD SHEATHING w 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY x ul N BEYOND 5/8"GWB ON INTERIOR X// X// \X/\, x// \X/X//X// MECH \/\\/\\/\\/\\/\\/\\/\\/- X� x \//\//\///\//\//\//\//\�/\//\//\//\//\//\//\// /\\//\\/ /\x x x x X\\//\\\</\I X/\I X// X//X// X/ IR/XXX;:>� STAIRCASE:SEE STORAGE Xl/x �x \x DETAILS \X1 x/ N BASEMENT SLAB x OL T.O.BAS .............................. �X� X.,X.X:> X X . ......... . ... ----------- ... .. ----- . ..... .... \-F B.M.-12'0" d.v TYPICAL FOUNDATION WALL CONSTRUCTION: x X X/\\ EXTERIOR CLOSED CELL RIGID INSULATION 1�\V/z,\V/ 10"POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING >X\/�\//�\//\/ �j�/�//\/\ REINFORCED w/CONTINUOUS REBARS 2X4 INTERIOR FURRING w/R-12 INSULATION 5/8"GWB ON INTERIOR BUILDING SECTION BUILDING SECTION SCALE:1/4" V-0` L. 0 71 Q, BERGDES GN YAHALOM RESIDENCE BUILDING SECTIONS Li VTITTJ7rs230 -7-71 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 ARCH T E CT U R E 965 EDWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET 11 MAY 31,2016 DESIGN DEVELOPMENT 11 DEC 09, 2015 CURTAIN WALL PRICING I FEB 11,2016 MECH PROGRESS APR 15,2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08,2016 PROGRESS PRINT MAR02,2016 PERMITSET APR 18, 2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 T.O.PARAPET B.M.+29'-2 1/4" T.O.JOIST B.M.+2T-81/2" 14'TJI's 230 @ 16' O.C. -- 14"TJI 230 @ 16"O.C. - TYPICAL ROOF CONSTRUCTION: SECOND FLOOR CEILING SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION _ B.M.+26'-6" 3/4„ PLYWOOD SHEATHING T.O.JOISTS TJI FLOOR/ROOF RAFTERS w/R-60 INSULATION ............. ................. ..._. . ... . .. .. .... . _................. ...... ....... ... . ................ ................... ....... __.. ............................... _.... ..... .. .. ........... ........ ...... .. . ................ ......... _... _... ......... .... „ BEDROOM 5/8”GWB INTERIOR FINISH B.M.+24'-101/2" 1 7/8 JI 230 @ 6 O.C. STAIRWELL CEILING WINDOW HEADER B.M.+23'-6" PER S-DWGS CLOSET BATHROOM BEDROOM STAIR LANDING PTD. GWB ' FIBER CEMENT PANELS T.O.PARAPET B.M.+17'-6" FUR OUT -- – EXTERIOR WALL FOR DOWNSPOUTS ZINC ROOF FASCIA SECOND FLOOR B.M.+14'-6" - r I 14"TJI 360 16"O.C. @ 14"TJI 360 16"O.C. PTD. GWB _ .. . . . .. . . FIRST FLOOR CEILING M B.M.+12-4- DROPPED GWB CEILING LVL PER S-DWGS _ DROPPED GWB CEILING TYPICAL WALL CONSTRUCTION: FULL HEIGHT GWB WALL w/ FIBER CEMENT PANELING OVER 2X WOOD BATTENS BOOKCASE NICHES i k WINDOW HEADER VAPROSHEILD-REVEALSHIELD VAPOR BARRIER OVER 3/4"PLYWOOD SHEATHING 36" HIGH d PER S-DWGS 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY \ / GUARDRAIL w ! 5/8"GWB ON INTERIOR \ / (TYP.) ��`� 11 / \ w / LIVING ENTRY \ - / \ UL RATED GAS ROOM FOYER WC HALL LAUNDRY to APPLIANCE INSTALL N AS PER MANU. SPECS jok FIRST FLOOR- ESTEEL B.M.-0'-0' ELEV.+39'-0" , STONE HEARTH � � _ -, STRINGER PAVERS ON = STAIR PREPARED lul SUB-BASE BASEM NT CEILING @ 16 TJ1 60 @ 16" C. V 16" JI 5 0 16"O.C. —1 1 y 1 PTD. GWB = ' F2AbE: B.M.-2'-0' +38'-2" / i \\ GRADE: +38'-0" : \/\/ / / DROPPED GLULAM PER iv ;, \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ GWB CEILING S-DWGS / // K\\\�\�X/ / /\ W \\\\X//, � COLUMN S E S DWGS \ \ \ \ \ �NFINISHE � �NFINISHE I- \ TYPICAL FOUNDATION WALL CONSTRUCTION: /\\//\\/ GYM MECH ``,•" /\/EXTERIOR CLOSED CELL RIGID INSULATION w \\/�10" POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING OPEN-RISER REINFORCED w/CONTINUOUS REBARS STAIRCASE N \ 2X4 INTERIOR FURRING w/R-12 INSULATION i'• 5/8"GWB ON INTERIOR \\ \\ \\ \ \7�\\ \ \ \ /\\/T.O.BASEMENTS \\ \/ \///\//\// / r \/ \ \ \ \\ \ \\ \ \ \ \ B.M.-12'-0" \// \ \/\/\/\/ " /\\/ 1 BUILDING SECTION SCALE:1/4"—1'-0" •'� •`'� \\�\\�\\�\\�\\/\/ CANTILEVERED ROOF AWNING W/ZINC ll ---------------- -- ------ - ---- - ------------- ------- --------- I - ---- --- -- - -- -------- ----------------------------- COVERED FASCIA ---- 2026 2031 I 2048 2056 FIBER CEMENT TYPICAL EXTERIOR PORCH CONSTRUCTION: PANELS SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION 3/4" PLYWOOD SHEATHING a TJI FLOOR/ROOF RAFTERS j PTD HARDI PANEL CEILING °' o o WOOD DECK OVER T.O.PARAPET ih P.T. SLEEPERS B.M.+17'-6" _... _.. ...... -- . ...... ........... GRAVEL 36" HIGH S.S. GRAVEL OVER ( 36" HIGH PARAPET SECOND FLOOR CABLE RAILING TAPERED INSULATION B.M.+14'-6" ............. .... ..... — ....-...... . —...._—.. — — — — — — — —.....— ---- -- - .......... �- .. .r�••, aF=.a...,ce^-^-�> .:w�.. „-.x- ::x .,.,,...;. � :<s..�^_.^ �*-,r,. .. ^;�!�,,��•:•.y „..r;w•ea. ��.�k§::2%R.. ai�rL.ti.w S:7�i'Sa.-/.%9Y'es -- r - - `e:�4' -+d'anw•. a - ....... ...... ............................. ..... ...... ........ T.O.JOIST - • 2 w ._.��,_.. .._ .':�.,�.'�.M,-;'�-,-�.r.v�-�;.....�w.�:>z.;�-� ,:.,y��,� :xM.-.�E .�,_�.. ;r•, , B.M.+13'-7 3/4" 11 7/6"TJI's 230 @ 16'O.C. 16"TJI's 560 @ 11 7/8" JIs 16"O.C. 30 @ 16"O.C. 11 7/ "TJI's 230 @ 16'O.C. jok PORCH CEILING B.M.+12'-7 1/4" d FICE CEIL NG d KITCHEN CEILING PANEL CEILING ~ OF I } B.M.+12'-3 1/4" B.M.+12'-5 1/4" , MICROLLAM LVL ALIGN `- ih STD. HEADER PER HEADER PER WB S S-DWGS DW SOFFIT 111A ......... ' O 1028 ' GS O LANTED _ SCREEN KITCHEN BEYOND m „ OFFICE € ., -- FIBER CEMENT CLADDING AT TOP :.:::: ... . . _} _... ..-..L....-- OF RETAINING i-- r--'- i--- WALL 6 - a, OUTDOOR KITCHEN: A 9 ,AILFIRST FLOOR-ELEV.+39-0" SEE DETAILS B.M.4-0- F .. . � 11 7/9 I s 2330 16 777 16 TJI s 16 D.C. S, 4 o, Y. Y 'Y V. l 7"C �I i" i E: BASEMENT CEILING \\ \\ \\ ., �\ �\ �\ \ ,/ / / / / ,l ,/ / / / ,� / / ,/ / ,/ /..... l ...../... .... / _//. ../ _/..... TYPICAL WALL CONSTRUCTION: _. ? ': . ... _.. _. ...... ...._ _.......--- - ... ...... ......_-.........- ....... _.'�::; `_�•; .... ... ...f../ .... B.M.-2'-6• /\/\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ \//\//\//\//\//\//\// / \//\//\//\�\ FIBER CEMENT PANELING OVER 2X WOOD BATTENS/ �// \\/ \/\$��/\\/\\/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \� VAPROSHEILD- REVEALSHIELD VAPOR BARRIER OVER 3/4" PLYWOOD SHEATHING' \\ a \\ \\\ / - /1 / / // // // // // // // // // // // // AVE S O // // // P'TD. �AVES OtV ,-'3 PIER /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/PREPARED \/\/\/ / / PREPARED / 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY/ P.T.WOOD FRAMED \ E ONp '\\ \\ \\ \\ \\/�\��\/�\ \\ \\ \\ \\ \\ \\ \\ \\ \S B-BA E \\ \\ GWB :,:: \\\\\SUS- ASE \\ 5/8"GWB ON INTERIOR, \\ STAIR \\ \\ /� �/ �/ // // / //, // ///// // // // // // // �/ �/ // // // // // �/ \/\\/\\/ / \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ R.C. RETAINING TYPICAL EXTERF OUNDATIODN EALLRCODNSNRUC�;ION, STOF2AGE \ \ \ \//\//\//\//\//�// \/\//\//\//\//\//\//\//\/ WALL 10" POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING\\/ '': \\/\\/\\/\\/\\/\\/\\/\\\\\/ ^ /\\/\\/\\/\\/\\/\ REINFORCED w/CONTINUOUS REBARS \//\ \ \ \ \ \ \/ \ \ \ \ / 2X4 INTERIOR FURRING w/R-12 INSULATION\\/ \\/\\/\\/\\/\\/\\�\� / �t<` �1 /\\/\\/\\/\\/\\/\\ STORAGE: 5/8GWB N INTERIOR\// :.;�• '�•' \////////////\//// • ' � �' \//////////////// ...' UNFINISHED BUILDING SECTION \ 2 SCALE:1/4..—1 ?, \/\/\/ T.O.BASEMENT SLAB / // \ \ \ B.M.-12'-0" . . . .: •:. ,.;,.'., ,.. . ,. [, . ..., . •, ..:: -•-. • a. \\/\\`/\\`/\\/\\� \\/\\/ BERGDES GN YAHALOM RESIDENCE \� \'�� \ .E1 BUILDING SECTIONS 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17, 2016 DATE: MAY 31 2016 ARCH TECTURE 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET Il MAY 31,2016DESIGN SCALE: AS NOTED NOT FOR CONSTRUCTION PROGRESS RI DEVELOPMENT II DEC 09, 2015 CURTAIN WALL AN 08, 2016 PROGRESS PRINT MAR I FEB 11,MAR 02,2016 MECH 016 PERMIT SET APR APR 15,2016 APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20, 2016 T.O.ELEVATOR B.M.-32'-2 1/4 _ _............ ..... ....... _... ._.._......................... _........................... -. _....._......_.. ...... ..... .......... ... .... ELEVATOR O T.O.PARAPET VOLUME BEYOND S.S. FLUE PIPE& CAP STANDING SEAM B.M.+29'-2 1/4" a _. ....... ____.._.. ..... .... ..... _._.- ... ....... j9kT.O.JOIST _. ZINC PANELS _ ...__._............. .... ... B.M.+271-8 1/2 ------ -- - --- - - --- _._._......_.... ....... ...... ........................... 14"TJI's 230 @ 16"O.C. ° " @ • TYPICAL ROOF CONSTRUCTION: SECOND FLOOR CEILING 14 TJ 's 23 1 O B.M.+26'6^ _............ ..... _ SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION 3/4"PLYWOOD SHEATHING T.O.JOIST w/R 60 INSULATION TJI FLOOR/ROOF RAFTERS - B.M.+24'-101/2^ PSL BEAM PER PSL BEAM PER 12"TJ 's 230 @ 16"O. PSL BEAM PER PSL BEAM PER PSL BE PER 5/8"GWB INTERIOR FINISH - - -...- ...... ----- - ------ STAIRWELL CEILING S-DWGS S-DWGS _ �/(, _ . .... . ......................... . S D S S DWGS S DWGS B.M.+23'-6^ _.. _ ........ ......... . .... _ _ • ........ ......... _ ............ ........ ...... _.. ...... TYPICAL WALL CONSTRUCTION: FIBER CEMENT PANELING OVER 2X WOOD BATTENS VAPROSHEILD- REVEALSHIELD VAPOR BARRIER OVER 3/4" PLYWOOD SHEATHING PTD GWB 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY 5/8"GWB ON INTERIOR JUDITH ELEV. JOACHIM JOACHIM JOACHIM BEDROOM ( DEN 36" HIGH DOOR '" BEDROOM WC CLOSET GUARD RAIL 0 T.O.PARAPET _ B.M.+17'-6" i 9 II I SECOND FLOOR 14"TJI's 360 " @ 16O.C. '' 14"TJ I's 5 0 @ 16"O.C. - FIRSTFLOOR CEILING ..... ......... ...... .... ............-............... ...... ...... ...... ....... ...... ... .. ... .................. .... ...... ............ . .......... ....................... ...... ..... ...... .... ... ...... ...... ............. ... ..... + BEAM PER LVL PER FULL HEIGHT WALL BATHROOM CEILING S-DWGS . ::..... � S-DWGS � PTD w/STORAGE NICHES HEADER PER PTD -SEE A34 GWB B.M.+12'5 1/4" S-DWGS GWB _ HEADER PER 36" HIGH S-DWGS � MUDROOM HALLWAY HALL AND GUARD RAIL DINING LIVING BATHROOM STAIR ROOM ROOM 0 0 0 0 0 FIBER CEMENT ELEV. EL DOOR FIBER CEMENT L RATED GAS CLADDING AT OP f RETAINING INS OF APPLIANCE TALL AS PER WALL PAVERS ON i ANU. SPECS:: OILFIRST FLOOR-ELEV.+39'-0" PREPARED SUB-BASE >: 'IFB.M.4-0" ...... - - - - _ _-. ...... ....................... F GRADE: + 16C. <= " J " OL BASEMENT CEILING m/\\` LOAD BEARING '.`. \\AN\� 3�� /\\/\\/\\ S-DWGS .{.:.. /\ B.M.-2'-6" WALL PER \ " GBEZjj PER S-DWGS UNFINISHED \ \\ TYPICAL FOUNDATION WALL CONSTRUCTION: \ PTD. GWB BASEMENT AL) �S)7�,\ /\�EXTERIOR CLOSED CELL RIGID INSULATION DROPPED \ r — \ CEILING \ /\\/\\/\\/\\/\ 10 POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING/ UNFINISHED ELEV. REINFORCED w/CONTINUOUS REBARS/ BASEMENT 36" HIGH DOOR GYM \ \� 2X4 INTERIOR FURRING w/R-12 INSULATION 5/8 GWB ON INTERIOR \ GUARD RAIL \ \ \ \ \ \ OIL T.O.BASEMENT SLAB B.M.-12'-0" ., BUILDING SECTION ;a BERGDES GN YAHALOM RESIDENCE BUILDING SECTIONS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 E: AS NOTED PROGRESS PRINT DEC 03,2015 STRUCTURAL DESIGN DEVELOPMENT it DEC 09,2015 CURTAIN WALL0WALL PRICING 5,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 PRIC NG I FEB 11,2016 MECCH PROGRESS APR 15,2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02, 2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20,2016 TYPICAL ROOF CONSTRUCTION: SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION 3/4"PLYWOOD SHEATHING ELEVATOR VOLUME BEYOND TJI FLOOR/ROOF RAFTERS w/R-60 INSULATION ELEVATOR T.O. ELEVATOR T.O.ELEVATOR 5/8"GWB INTERIOR FINISH VOLUME BEYOND B.M.+32'-21/4" B.M.+32'-21/4" FIBER CEMENT 10 2. PANELS A20 A20 T.O.PARAPET T.O.PARAPET -------- - ---- ----- --------------- --- ----- ------ ----- - - - ---- ----- - - -- - ------ -- ---- -- -...... - - TYPICAL WALL CONSTRUCTION; B.M.+29'-21/4" B.M.+29'-21/4- ...... T.O.JOIST OIL T.O.JOIST -" - B.M.+27'-81/2" B.M.+27'-81/2" OVER :: SOILECOND FLOOR CEILING .. .... .... SECOND FLOOR CEILING VAPROSHEILD- REVEALSHIELD VAPOR BARRIER OVER 3/4 PLYWOOD SHEATHING 2X WALL FRAMING 14 TJI 230 @ 16 O C ...:. ..:.. . .....:... 8 G w/R-34 CLOSED C OS CELL INSULATION IN ENTIRE CAVITY B.M.+26'-6" B.M.+26'-6" - .:.. ....::... ..:.... .......:...:..:.... ....:.... FIBER CEMENT 5/8 GWB ON INTERIOR PANELS S ANDIN SEAM INC PA ELS HEADER HEADER ---------- PER S-DWGS PER S-DWGS AM PER ZINC A ROOF PSL S-DWGS I ZINC WINDOW ; TRIM TYPICAL ROOF CONSTRUCTION: SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION 25 3/4" PLYWOOD SHEATHING A21 STANDING SEAM Z TJI FLOOR/ROOF RAFTERS w/R-60 INSULATION - INC PANELS 5/8"GWB INTERIOR FINISH ma 36" HIGH S.S.CABLE EXTERIOR BEDROOM RAILING BEYOND DECK S.S. CABLE 36" HIGH PARAPET WALL RAILING BEYOND - ... ...... ......... 3 S.S. CABLE RAILING 36"HIGH S.S. ......... I FABLE RAILING - - ---- A20 TEE OIL �SECOND FLOOR ... _.. SECOND FLOOR I DECK ON BMT.�+1S3'-7 2., B M.+14-6 " -..-.- I I „ TAPEROD SD EPERS .--...._.... T.O.JOIST .: _ -- __-- 14 TJI 560 @ 16 O C I.. _ ._. •; URRED OUT EXTER ..R ,`. ; :;. B.M.+13'-7 3/4" ;' 11 7/8"TJI 230 @ 16"O.C. 117/8"TJI 230 @ 16"O.C. „ B.M.+13'-7 3!4" 12 �O 11 7/8"TJI 230 @ 16"O.C. STEEL BEAM WALL FOR RAIL NG_ OFFICE AND BATH_ CEILING1 1111 „.... FIRST FLOOR CEILING PER S-DWGS B.M.+12'-5114" .......... ....... .....-- . ......... .. ......... ...... . 1.. . ... ......... ....-- .... .. .. ...._... . . ....... ... AZO ' ; B.M.+12'-0" �— EADE PSL BEAM PER DROPPED GWB CEILINGWGS LVL HEADER PER GLULAM BEAM ERS D S-DWGS 3 8" LVL's S-DWGS PER S-DWGS � ) WINDOW HE DER :` > : RETRACTABLE PER S-DWGS / 20/22 PER S-DWGS... INSECT SCREEN — -- r -- A22: ... ...... ...... 7.77777 ........................ 106C \ / JOACHIM DINING OPEN TO BATHROOM FOYER OFFICE ........................... ROOM HALLWAY ... a OPEN TO KITCHEN STONE PAVERS - - .... / S.S. CABLE RAILING ON PREPARED / \ RAMP — --...__ GLULAM PER STONE PAVERS SUB-BASE / ENTRANCE S-DWGS ON PREPARED =---=— SUB-BLASE OIL FIRST FLOOR-ELEV.+39'-0" FIRST FLOOR-ELEV.+39'-0" _ ._......................... ...... ...._ . ....__.. ...... --------- - - --- ..-. B.M.-0'-0" B.M.4-0" 16"T 1 560 16'O.C. 16"TJI 560 16"O.C. — @ @ ..... 16"TJI 560 16'O.C. <a 77 D <r \ \ 8 -n/ren •�\ / / BASEMENT CEILING S C G BASEMENT CEILING v \/ \/ '/ :�':. .. _ ,_ n / //\I / j,,.. / / / / / .................... . ...... . GRADE: +37-0 -/ B.M.-2-6 \ \ \ \ I B.M. 2 6 \/\/\/\/\�\/\/\/\/\/\ / TYPICAL WALL CONSTRUCTION. WINDOW HE ERj\//\ \//\//\ \ \ \ \ \/\/\/\/\/\/\\/\\ DROPPED GWB CEILING HEADER PERCONCRETE CURR \/\/\/\\/ FIBER CEMENT PANELING OVER 2X WOOD BATTENS ER S DWGS /\/\/\/\/\/\/\/\/\/\//\//\//\//\//\//\// S DWGS GRADING PER \/\\/\/ VAPROSHEILD REVEALSHIELD VAPOR BARRIER OVER 3/4 PLYWOOD SHEATHING �\ \\/\\/\\/\\\/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ,;• LANDSCAPE DESIGNER \ \\ \\\\\\\\\\\\ /\//\//\//\//\//\// ..;-•• 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY / �\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\�/\// \//\// \ \ \ \ \ \ 5/8 GWB ON INTERIOR \, \//\//\//\// ;:,`• v \ TYPICAL FOUNDATION WALL CONSTRUCTION: \ \/X//\1\x/1\/\/\/ STORAGE BATHROOM EXTERIOR CLOSED CELL RIGID INSULATION/ / GYM \/ \\ \ \\ \\ j 10" POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING \\ \ \\ \\ \\ \\ / / / REINFORCED w/CONTINUOUS KEBABS/\/\ •;`. - :::::. -.: :,i /�/\ / \\\\\ \\ \\ \\ \/ s." \ 18 DIAMETER 2X4 INTE \/\/\/ :'�'`: �.:, GRAD-• � / RIOR FURRING�w/R-12 INSULATION\\ \\ ; ^.' '' i „ ....................................::: :..•,, G \ SONOTUBE WITH \ \ \ \ \ \ RADE: / /\ /\/\/\ \// i i i i 5/8 GWB ON INTERIOR//// .,. +30'- / // // CONCRETE PILE/ // T.O.BASEMENT SLAB\/\/\/ /\/\/\/\/\/\/\/\/\ T.O.BASEMENT SLAB. _ / // \/ \/ \/ \/ \/ \/ \/ \/ \/ / \/ / \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ .\ \ \.. ....\..... . \... ............................. -- B.M.-12'-0" \ \ \/\/\/ /\/ /\/\/ \/ B.M.-12'-0" \\ \\ \\ \\ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \\ { 'x/ / / ::..; /\ /\ /\ /\ /\ /\ /\ /\ >\ \ \//\ // //\//\//\//\// .. ,i':'::". �\��\\�\\�\/\/\/\/\/\/\/\/\/ .: \/ / 24"DIAMETER \ /\\\/\\\/\\\ ".;::; ;: < \ EXTERIOROCLOSEDIOCELL RIGID INSULATION CONSTRUCTION: \\\\\\\\\\\ ?` \\\\\\\\\\\\\\\\\\ ��\/ \ \ \ \ \ CONCRETE PIER 10"POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING /\///// //////\\\\///////////��(//////\ \\ \/\\/\\/\ / /\\/\ REINFORCED w/CONTINUOUS REBARS \j \�X'\j \j \j \� \/\/\\\ \\ \\ \\\\/\\/\\\\\\� BUILDING SECTION 2X4 INTERIOR FURRING w/R-12 INSULATION /\ /\ /\ /\ /\ /\ i \\ \\ \ 5/8"GWB ON INTERIOR \\/�\/ `•' \\\\\\/\\\\\ BUILDING SECTION am ;r r t_ BERGDES GN YAHALOM RESIDENCE BUILDING SECTIONS ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 E DWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31, 2016 SCALE: AS NOTED PROGRESS PRINT DEC 03, 2015 DESIGN DEVELOPMENT 11 DEC 09,2015 CURTAIN STRUCTURAL WALL0PROGRESSEVIEW I FEB 05,2016 PERMIT SET II MAY 31, 2016 PRICING I FEB 11,2016 MECH PROGRESS APR 15,2016 DESREF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02, 2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 i T.O.PARAPET TYPICAL ROOF CONSTRUCTION: - T.O.PARAPET .................. SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION - - -� -_ - - - -- B.M.129'-21/4" 3/4" PLYWOOD SHEATHING B.M.+29'-21/4" T.O.JOIST ........ ........................ ...... ..... .............._..._.... . :. -- - TJI FLOOR/ROOF RAFTERS w/R-60 INSULATION _.... FIBER PANELS 26 EALED CEMENT B.M.+27'-81/2" 14"TJI's 230 @ 16"O.C. 5/8"GWB INTERIOR FINISH A21 GUTTER SECOND FLOOR CEILING _...... _. _. ...... ............................ ... . ..... _ _....._..._ _........................._ ....... ...... ...... .......... ....... _ ...... ....... ...................... .... . PSL PER B.M.+26'-6" ZINC WINDOW FRAME: S-DWGS T.O.JOIST SEE DETAILS T.O.JOIST B.M.+24'-101/2" PSL BEAM PER B.M.+24'-10 1/2" I 2X12 P.T. @ 16"O.C. 12"TJI's 20 I WINDOW HEADER S-DWGS ..... .... ._. .. STAIRWAY CEILING A21 —L j PER S-DWGS B.M.+23'-6" GLUELAM GLUELAM PER TYPICAL WALL CONSTRUCTION: I201B FIBER CEMENT PANELING OVER 2X WOOD BATTENS I PER S-DWGS S-DWGS VAPROSHEILD- REVEALSHIELD VAPOR BARRIER OVER 3/4"PLYWOOD SHEATHING 25 CURTAIN WALL CLOSET 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY A21 5/8"GWB ON INTERIOR - - EXTERIOR STAIR DECK o q rn rn T.O.PARAPET _.....__..... ...... ..... . ...... .. . ..... D.............. ...... B.M.+17'-6" 36" HIGH S.S. T.O.STEEL -- 36" HIGH S.S. 36" HIGH S.S. EXTERIOR CABLE RAILING O CABLE RAILING B.M.+13'-7112" DECK _ _ SECOND FLOOR I S-DWGS LVL PERM GUARD RAIL SECOND FLOOR........................ PSL BEAM PER. B.M.+14'-6" ---- -_- - ................. I . ........... ... S-DWGS T.O.JOIST 6 B.M.+14'-6° 21 14"TJ I's 560 @ 16"O.C. @,G •.0 ZINC CLAD A21 ll 7/8"TJ I's 230 @ 16"O.C. AUTOMATIC INSECT B.M.+13'-7 3/4" 16" JI's 560 @ 16"O.C. STEEL BEAM PER S-DWGS I SCREEN RECESSED FIRST FLOOR CEILING FIRST FLOOR CEILING FURRED OUT TRIM STEEL BEAM ..... .. .. ....... . B.M.+12'-0" EXTERIOR WALL FOR PER S-DWGS LVL PER INTO EXTERIOR CEILING B.M.+12'-0" RAILING ABOVE DROPPED GWB i S-DWGS STANDING SEAM CEILING SOFFIT \ / o ZINC PANELS _ 12 ABOVE 22 WINDOW HEADER L _ _ _ A21 PER 5-DWGS KITCHEN LIVING CABINETS ROOM 1098 UL RATED GAS APPLIANCE RETRACTABLE < OPEN TO o INSECT SCREEN AS PER MANU. SPECS HALLWAY Y E FIBER CEMENT SIDING KITCHEN 36" HIGH S.S. CABINETS BY / \ CABLE RAILING NON COMBLYSTIBLE PAVERS ON SIEMATIC FIBER PREPARED / \ CEMENT ZINC WINDOW FRAME: STONE BENIH SUB-BASE: SEE PANELS SEE DETAILS o') FIRST FLOOR-ELEV.+39'-0" - - L DETAILS FIRST FLOOR E EV.+39'Z. B.M.-0'4" 23 I " _ 16"TJ I's 560 @ 16"O.C. B.M.-0'-0" 16 TJI s 560�(/J�J 16 O.C. � t'F RA /+38_Z / BASEMENT CEILING... ...... ................. ............................ ..... ............................... . ... .... ...................... ............ GRADE:...... \/\\ i B.M.-2--6" GLULAM BEAM \\ ... WINDOW HEADER .............................. '',+: / / / / / / / / / / / / / / / / / / PER S-DWGS \ \\ \ PER S-DWGS :`.. \\\ \\\\\\\\/\\\ \\\\\ \\\\\ \\�\\\\\�\\\\\�\\�\\�\\�\\/\\\� ,\ i\r�\r�\r�\r\/\\j\�j/�\ \ FOUNDATION WALL CONSTRUCTION: GYM �NFINISHE � EXTERIOR��.��' \ 0" POURED ONCRETE WALLINSULATION KEYEDTO A CONCRETE FOOTING \/\ \ \/\ REINFORCED w/CONTINUOUS REBARS \\ \ 2X4 INTERIOR FURRING w/R-12 INSULATION /\\ OPEN RISER 5/8"GWB ON INTERIOR STAIRCASE \\ \\ \\ \\ \\ \\\\\\\\\\ \ \\ \\\\ \\ \\ \\ \\ \\\ \\ \\ \\ \\ \\ .i i / // // // // // / � , GRADE: +28'-0.. /\/\/\/ \ // // \ \ \ \ \ \ \ \ \ \ \ \ \ T.O.BASEMENT SLAB \ \ \ ................ T.O.BASEMENT SLAB / / . /..../ .. / / ... / ..... / / .. / . / .../\� .... .......... / / / / / / / / / / / :., . / / / / / / / / / / / // B.M.-12'-0" \ \ \ \ \ \ \ \ \ \ \ \ \ /\ \/\ /\/\// // // // // //\\X/\/\/\//\/\ j \\j\\j\\j �\�\\i\\j/\\j\\i` 1 BUILDING SECTION BUILDING SECTION i BERGDES GN YAHALOM RESIDENCE BUILDING SECTIONS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 EDWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY31, 2016 SCALE: AS NOTED DESIGRESS PRINT DEC 03,2015 STRUCTURAL GN GN DEVELOPMENT 11 DEC 09,2015 CURTAIN WALLPRIC NG I FEB 1EVIEW I FEB 01,2016 ME5,2016 OCH PROGRESS APR 15,2016 GRESS PRINT APR 11,2016 PERMIT SET II MAY 31, 2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02,2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 INTERIOR EXTERIOR EXTERIOR SIDING WALL FRAMING: PTD. GWB INTERIOR FINISH WOOD FRAMED DEPTH VARIES- WALL SEE PLANS P.T. SILL PLATE TERMITE SHIELD OVER WOOD FINISH FOAM SEAL WOOD FINISH 1/2" EXPANSION JOINT FIBER CEMENT SIDING: SEE SIDING FLOOR 2"THICK STONE PAVER w/ FLOOR PL 3/4"PLYWOOD 3/4" PLYWOOD 6X6 W2CLEAR 2FROM MTOP DETAILS SUBFLOOR SQUARE EDGE SUBFLOOR FIRST FLOOR ELEV. +39'-0" _ FIRST FLOOR ELEV. +39'-0" _ 4"MIN RC SLAB ON _ _ _ - FIRST FLOOR ELEV. +39'-0" B.M. 0'-0" �-� -� B.M. 0'-0" '� POLYEHTYLENE VAPOR `. INSECT SCREEN B.M. 0'-0" - F� . ` T.O. FOUNDATION WALL_ ` GRAVEL AGGREGATE - v O ° ° GRADE TERMITE SHIELD OVER FOAM SEAL c. C TJI JOISTS B.M. -0'-4 1/2" I -\ \ '- - - IT I ° T.O. GARAGE SLAB Q PER S-DWGS ° 1 le :*' ti TJI JOISTS PER - ° s°_ ��_. I -77 - B.M. -0'-6" : ... - - - X - �- � - - ff - T.O. POOL DECK �� - STRUCTURAL PLAN B.M. -0'-8" .. :, `' CLOSED CELL ° a ° O CLOSED CELL Y V - ° ° v BITUMEN- MODIFIED Q _ u� POLYURETHANE SPRAY 1"SAND SETTING BED v URETHANE:WATERPROOFING FOAM INSULATION POLYURETHANE SPRAY BETWEEN JOISTS 4"CRUSHED AGGREGATE , ° %' FOAM INSULATION ° ° ° ° V v s Y ° - '':O: ° 6,;' BETWEEN JOISTS ° CANT o :` V G v v COMPACT SUBGRADE ° TOP OF FOOTING AT MINIMUM Y 11 I I I I I I I _ ° T BELOW GRADE v T.O. RICK LEDGE - xi I B.M. -1'-7. ° 3 p I- ° D _ �} d °d CEILING .. ,,.R.., ....... . - ° o - GRAVEL .. .. ...::............�.,,:,.,,,. CEILING I 'i.., d _ B.M. -2'-0.. B.M. -2'-2.. - d PTD. GWB CEILING ;I, d PTD. GWB CEILING: ° p ,° I ° FRENCH DRAIN °° d VARIES: SEE PLANS - PTD. GWB WALL - REFER TO S-DWGS ° ° _ °- - - p ° - NEW GRADE BEAM o �. INSULATION PER PLANS FOR REBAR SIZES- d ° ° INTERIOR INSULATION s &LOCATIONS- a 1=� ° 0 ° p PER PLANS — ,O ° O - (2)#4 REBAR 1 1/2" FROM BOTTOM. .da — ° d 2X4 FURRED WALL fi II I'' AGAINST CONCRETE FOUNDATION WALL — FIBER CEMENT SIDING d TYPICAL FOUNDATION DETAIL AT GARAGE I 1 1 PRESSURE TREATED d SCALE: 1 1/2" = 1'-0" d ° d WOOD BATTENS POURED CONCRETE - ° FOUNDATION WALL PER - d°° ° ° °° - d TOP OF CONCRETE GARAGE DOOR VAPROSH ELD STRUCTURAL SPECS """ WALL BEYOND CLAD w/FIBER BUILDING WRAP I I �' d a ° BASEMENT FINISH CEMENT SIDING UN FIBER CEMENT PANEL 2 THICK RIGID - I! d d a VARIES: SEE RAINSCREEN SYSTEM INSULATION - PLANS d �I T.O. SLAB g. FIRST FLOOR ELEV. +39'-0" - - - - - OIL ° B.M. 0'-0" 1/2"EXPANSION T.O. FOUNDATION WALL- - - - - B.M.-12'-0 - IN d ° ° 6X6 W2.0 X W2.0 WWM PL B.M.-8'-3.. JOINT 1"CLEAR FROM TOP d o D ° e ° $ ° ° a ° d CONCRETE SLOPE DRIVEWAY APRON BITUMEN- MODIFIED d d° d T.O. GARAGE SLAB d URETHANE: d , „ _ � U oa a a a -- a� B.M.-0-6 ° d ;,,, - - --------------------------------------- _ - - - - - _ === =--_-_-_______________ _ __ -_- - SLOPE WATERPROOFING) _ __ ___________ _____ __________ _ __ ___ _ __ d ° _ -- - - _---_ _ - 4" M 4- ° d ° ° CANT 30° GROUT SHELF_ - -= ° ° °: Q,. °.< AA ° ° ° d ° °°d 4 C ° ° G $ ° - -- ---------- N RC I d ov ° ° ° POLYEHTYLENE VAPOR ° a ° ° d ° °° d ° ° °° d ` '° a a ° ° ° 4" MIN REINFORCED BARRIER OVER 4"THK ° ° ° ° .° °d' .d° °Q ° ° d ° ° TERMITE SHIELD ° GRAVEL ° ° 'SLAB ON POLYEHTYLENE GRAVEL AGGREGATE ° ° m a ° d ° d d _ ° ° d„ d a a s d OVER FOAM SEAL `"U P ° ° ° ° ° d °�VAPOR BARRIER ° ° o ° ° ° v d d ° ° 2X4 KEYWAY ° d° ° v ° INSECT SCREEN � o �o d ° d B ° a ° v ° ° °°'dd RIDGID INSULATION d. ° OVER 4"GRAVEL S�09 e - FRENCH DRAIN a ° ° ° ° dd ° - REFER TO S-DWGS FOR REBAR SIZES ° NEW FOOTING - FOOTING AT MINIMUM (2)-#4 TOP _ d ' z' I I I I I - __ I & LOCATIONS �'.'';;Ii a d°° I I I - T BELOW GRADE I I I I I 2X4 KEYWAY ° ° ° III III I ° ° � ad 2 TYPICAL FOUNDATION DETAIL -S-C-AILE: 1 112" l'-O" 4 EXTERIOR INTERIOR (3)#4 BOTTOM _ ° ° ° d e ° ° d ° 1=11111; `° d d ° °° a I I EFCO CURTAIN WALL: ° PTD. GWB INTERIOR FINISH d SEE WINDOW DETAILS POURED CONCRETE �' ;; ° d _I I I � �w� d FOUNDATION WALL PER_ ,i, l,l d PLYWOOD SHEATHING P.T. SILL PLATE d . °° U ° d ° STRUCTURAL SPECS- BASEMENT FINISH I PTD.WD. INTERIOR d _ 1/2" EXPANSION JOINT d VMZINC SILL FLASHING: ® EXTENSION JAMB — 2"THICK RIGID 1 d° VARIES: SEE T.O.WALL 6X6 W2.0 X W2.0 WWM PL RH I � I I Ffl SEE 15/A23 FOR MORS -- _ -_ - PTD.WD. CASING — INSULATION ° d PLANS B.M. O-0" \ 1"CLEAR FROM TOP TYCAL FOUNDATION DETAIL AT GARAGE OIL " - 4"MIN RC SLAB ON 1 1/2" = 1'-0" ° °L T.O. SLAB _ llf ° *_SC_A_5E.! T.O. FOUNDATION WALL B.M. -12-0 ', °. d FIRST FLOOR ELEV. +39-0 - - - ° - - - I d a ° ° B.M. 0'-0" _� I d , POLYEHTYLENE VAPOR B.M. -3-9' i d >: PTD. GWB FINISH d e ° d BARRIER OVER 4 THK - - k T.O.WALL TERMITE SHIELD OVER — - - ° a° ° a FOAM SEAL GRAVEL AGGREGATE ° dd ° d° B.M. +2'-6" ANCHOR BOLT:SEE — 'al ° d ° d � � S-DWGS d a I -- a ° a ° ° POURED CONCRETE a a ° d ., ______ ______________ T.O. GARAGE SLAB - d _ - FOUNDATION WALL PER I d ° ' �;ilii ____________________ ________________________________________--------------------________ 1 11 Y ° ----------------- B.M. -0-6 ° d SEE SO4 PLANS d. 4" MIN REINFORCED ° PRESSURE TREATED ° . ° r ° . ° d ° i ° d PER PLANS d d ° ° d ° _ _ °_ ° I ° ° 2X FURRED WALL SLAB ON POLYEHTYLENE PLYWOOD UP TO TERMITE ° d a t VMZINC SINGLE LOCK I ° . —VAPOR BARRIER - SHIELD `_ °a ° _ d ° ° ° ° ° o C °°d d STANDING SEAM WALL d d ° ti AGAINST CONCRETE d ° I I I ° ° FIBER CEMENT PANELS. SEE A23 FOR FOUNDATION WALL ° - ° SIDING: SEE SIDING MORE DETAILS i ° ; —RIDGID INSULATION FOUNDATION WALL d ° d. ° ° ° ° d ° ° ° 1 d ° REFER TO S-DWGS ° I DETAILS 1 OVER 4"GRAVEL FOR REBAR SIZES BITUMEN-MODIFIED o a ' '';!i ° - - ° v o db d EXTERIOR SHEATHING 1 °a a " &LOCATIONS ° d ° I I I v URETHANE: o ° NOTE:TOP OF— _ a ° a ° ° ° ° ° WATERPROOFING CANT 30° GROUT SHELF) p o ! ° FOOTING AT MINIMUM— _ I I _ d°° °. _ 3'BELOW GRADE— °. ° ° ° ° dp ° ,dO d d GRAVEL d ° d ° d ° ° d ° VMZINC SINGLE LOCK4 STANDING I a d d ° BOTTOM F WALL FIBER CEMENT FLASHING: SEE 16/A23 i ° ° , ° ° d ad ° I ° SIDING: EXTEND 12" d. d,. FRENCH DRAIN o d. ° ° ° - ° d ° MINIMUM BENEATH d ° d TERMITE SHIELD d ° a d . ° ° STAIR - ° - FIRST FLOOR ELEV. +39'-0" °. °. IPE TREAD& ° d B.M. 0'-0.. ° RISERS 2" d ° a d to d ° ° ° d d°° 5 ad I I TYPICAL FOUNDATION DETAIL - ° s Q 1 SCALE: 1 1/2" = 1'-0° ° N °a° d 1 P.T. STAIR ° d d ° d I i � � � � ° �� ° d ° a I FRAMING ° a GRADE: +38'-2 ° �� , ° REFER TO S-DWGS d d° d FOR REBAR SIZES ° I &LOCATIONS I I d III III III III III III ° III III III III III II TYPICAL FOUNDATION DETAIL AT GARAGE RETAINING WALL DETAIL AT EXTERIOR STAIR RETAINING WALL DETAIL AT CURTAIN WALL 3 SCALE: 1 1/2" = 1'-0" 6 SCALE. 1 112" = 1'-0" SCALE. 1 1/2" 1'-0" BERGDES GIN YAHALOM RESIDENCE FOUNDATION DETAILS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 03,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17, 2016 DATE: MAY 31, 2016 965 E DWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING 111 FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31, 2016 SCALE: AS NOTED PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05, 2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 NOT FOR CONSTRUCTION PROGRESS PRINT DESIGN MENT II DEC 09,2015 CURTAIN WALL AN 08, 016 PROGRESS PRINT ICING I FEB MAR102,2016 MECH APR 15,2016 REF NO: 178 016 ERMITROTRESS APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 PERFORATED METAL SCREEN Y2" PTD. GWB BLUESKIN BUILDING WRAP METAL COPING WALL FRAMING& INSULATION 1 — — — - LAPS SCUPPER /2 PTD. GWB ICK STONE - ' UNDERLAY TO PROVIDE PAVERS WITH SAND — _ FIBERGLASS BATT INSULATION WALL FRAMING &INSULATION ISOLATION OF METAL FLASHING SWEPT JOINTS 3/4" PLY SHEATHING FIBERGLASS BATT INSULATION TO FRAMING 1" SAND SETTING BED BUILDING WRAP 3/a" PLY SHEATHING FIBER CEMENT PANEL BUILDING WRAPEPDM STRIP - - - MAIN BATTENING 3"AIR SPACE M MAIN BATTENING EPDM FIBER CEMENT PANEL 3/a" PLY WD SHEATHING k mix 1 FLASHING — AGGREGATE BASE EPDM P.T. PLYWOOD SHEATHING FIBER CEMENT PANEL 19116 19116" POWDER COATED CANT STRIP PREPARED SUBGRADE SCREWS TPO ROOF MEMBRANE POWDER COATED - � - O WR GRACE ICE& T — — EXTEND FLASHING DRIP BEYOND SCREWS WATER SHIELD SHEATHING- HEM INTO CONDUCTOR 2"X 4" SUBSTRUCTURE 4 FIBER CEMENT PANEL AT INTERIOR CONRNER HORIZONTAL FIBER CEMENT PANEL VP) TAPERED INSULATION PRECAST PAVER SETTING DETAIL SCALE:1 1/2"=T 0" J SCALE:1 1/2"=1'-0" 3 1/2"D X 12"H X 18"L FULLY 04 SCALE:1"=1'-0" Y2"GWB ------ ----------- -- -- --- SOLDERED LEAD COATEDY2"GWB ,;`;', :'; , •;: ,' . '.',r •' .';;'; . FINE PEA GRAVEL COPPER CONDUCTOR HEAD ___________ ____________________________________________________________________________________________________________ WALL FRAMING&INSULATION (3/4„ 3/4„ DIA. - - - - - ------------ - - - - - SOLDERED TO DOWNSPOUT r WALL FRAMING & INSULATION _ ___ _ _ _ ___________________________________________________________________________________ _. --------------------------------------------------------------------------------------------------------------------------------- STONE) -------------------------------------------- ------ ----------------------------------------- - " PLY SHEATHING I '� AGGREGATE BASE ' (1/2„-3/4” DIA. EIFS PLY SHEATHING (� STONE) ' CONCEALED DOWNSPOUT DETAIL PLAN I BUILDING WRAP BUILDING WRAP w � FABRIC MAIN BATTENING MAIN BATTENING ' ,'; Q SEPARATOR IF SCALE:3"-1'0" EPDM EPDM REQ'D FIBER CEMENT PANELS _ N FIBER CEMENT PANELS CONTINUOUS LEAD COATED • . COPPER FLASHING w/DRIP POWDER COATED SCREWS POWDER COATED SCREWS " • d` VAPROSHIELD BUILDING FIBER CEMENT PANEL AT EXTERIOR CONRNER VERTICAL FIBER CEMENT PANEL TYP PARAPET DETAIL AT ROOF - I WRAP LAPS FLASHING �O 00 [_] OU oO=OOO 000=x] %+ 6 SCALE:1 1/2"=1'-0" SCALE:1 1/2°=1'-0" C10) SCALE:1 1/2"-V.G. �0 D OQ �O C P.T. PLYWOOD SHEATHING 3 1/2"AIRSPACE36"ABOVE DECK _ _ —_ AGGREGATE SUBBASE FIBER CEMENT PANEL BM - � _ —_ PREPARED SUBGRADE LEAD COATED COPPER METAL COPING I� —III—III—III-1 I I1 I-1 I -1 I-1 I I-1 I I TAPERED INSULATION < UNDERLAY TO PROVIDE I FLASHING w/DRIP EDGE ISOLATION OF METAL FLASHING PEA GRAVEL ON AGGREGATE BASE DETAIL PERFORATED METAL ROOFING MEMBRANE SCREEN TO FRAMING 14 FIBER CEMENT PANEL THROUGH WALL FLASHING EXTENDS 4"(MIN.)PAST WALL EPDM STRIP LAWN I 4"AIR SPACE EXTEND FLASHING DRIP 3/a" PLY WD SHEATHING METAL EDGING W/ BEYOND SHEATHING-HEM DRIP EDGE STEEL STAKE INTO CONDUCTOR VAPRO SHIELD WEATHER BARRIER OVERFLOW OPENING SS SCREWS T.O. ROOF DECK 1 x 4 IPE DECKING B.M. +22-2Ma -, PEA GRAVEL PAVING PT SLEEPERS — _ AGGREGATE BASE FLASHING — — —III— I— _--3 1/2"D X 6"H X 12"L FULLY CANT STRIP TP ROOF MEMBRANE LEAD COATED COPPER CONDUCTOR HEAD I — — I- — k SOLDERED TO DOWNSPOUT3 1/2"D X 12"H X 18"L i f I I1.0 � WR GRACE ICE& _ — FULLY : I SOLDERED LEAD WATER SHIELD COATED COPPERCONDUCT R 2„ I I -- I I 0 OO O O oO O0 OCOO 0O O0 DIA. DOWNSPOUT TAPERED INSULATION — 0 O O O O .. HEAD SOLDERED TO ROOF STRUCTURE DOWNSPOUT — — AGGREGATE SUBBASE - - _ - -- — — — — — EXTENDED (12") II= I _M I - -__ PREPARED SUBGRADE d STRUCTURE VARIES — STEEL EDGE AT DRIVEWAY DETAIL 4"X 3” DOWNSPOUT I 15 SCALE:1"=1'-0" DRIP EDGE FLASHING Ij I HARDI BOARD SMOOTH SOFFIT MATERIAL o- GATE WITH SELF CLOSING it ✓- MECHANISM AND LATCH ABOVE : PARAPET DETAIL AT ROOF DECK SPACIN CEDAR POSTS @4'-0" AXONOMETRIC OF CONCEALED DOWN SPOUT 11 SCALE:1 1/2"=r-0" PACINGTYP. CONCEALED DOWNSPOUT DETAIL AT ROOF o 2 SCALE:3"=1'-0" SCALE:1 1/2"=1'-0'O CONTINUOUS LEAD COATED 2 PART CLAMP DRAIN DRAIN STRAINER o COPPER FLASHING w/DRIP ASSEMBLY SIZED TO , ACCEPT 3" DIA. DOWNSPOUT 1x4#2 CEDAR VAPROSHIELD BUILDING CUSTOM 30"SQ. MIN. 1.5LB TO 4LB GATE FRAME:#2-2 x 4 CEDAR WRAP LAPS FLASHING FRAMING AND DIAGONAL FINISH DECKING - _., (-V LEAD, OR 16oz COPPER FLASHING P.T. PLYWOOD SHEATHING ADHERED ONTO FINISHED ROOF FINISH ROOF DECKING OVER BRACING PRESSURE TREATED JOISTS ° 3 1/2"AIRSPACE PRESSURE TREATED EPDM ROOF MEMBRANE SLEEPERS RUNNING DECK JOISTS @16"O.C. i FIBER CEMENT PANEL PARALLEL WITH ROOF SLOPE ° P.T. SLEEPERS LEAD COATED COPPER SS CABLE RAILING ° PITCHED DECK-SLOPE I FLASHING w/DRIP EDGE 1/4"PER FOOT MIN. I IPE WOOD DECKING ° PERFORATED METAL SCREEN ROOFING MEMBRANE PRESSURE TREATED ° GARDEN FENCE AND GATE DETAIL THROUGH WALL FLASHING V SCALE:1/2"=1'-0" TAPERED DECK FRAMING EXTENDS 4"(MIN.)PAST WALL _ ZINC CAP _— _ --------- -`�' _____ RECEIVER STRIP ° EXTEND FLASHING DRIP = _ _ _ _ _ _ _ _ ______ �`'-- -- -- _____ _ -_ BEYOND SHEATHING-HEM = _ _ _ _ _ _ _ _ __ ___ ____ � ___' -_ --- ---------- - _ _----� ______________________ _ _ - - _ _ SECOND FLOOR 8" min — - -- IFF 11-11 - - - - INTO CONDUCTOR BM ELEV: 14'-6 --_ - -- - --_ - - c BLOCKING AS REQ'D VAPRO SHIELD VAPOR BARRIER T.O. ROOF DECK PLYWOOD ROOF DECK FASTENER na - FIBER CEMENT OVER JOISTS FLASHING PANELS 3 1/2"D X 6"H X 12"L FULLY WR GRACE ICE AND RECESSED VERTICAL TPO • Y. SOLDERED LEAD COATED WATER SHIELD ROOF MEMBRANE --- _ SCREEN WALL TRACK WR GRACE ICE AND ' ••' • 3" DIA LINE STRUCTURE ABOVE COPPER CONDUCTOR HEAD . DOWNSPOUT SOLDERED TO DOWNSPOUT WATER SHIELD BETWEEN JOISTS HARDIPANEL , I _ 1'_ 1/4" 2„ DIA. DOWNSPOUT DECK JOISTS VAPRORO SHIELD VAPOR 4 DIA. DOWN ••..' ••- a"TJI 23 @ 16”O C.STRUCTURAL BARRIER 118 SPOUT ROOF STRUCTURE �� \ FLAT LOCK ZINC PANEL PTD AZEK DRAIN ELBOW BELOW JOIST- FRAMED POCKET FOR r CONCEALED FASTENERS PITCHED TO CONNECT TO MOTORIZED INSECT VAPRO SHIELD VAPOR 0 ROOF LEADER SCREEN — BARRIER _ 4'PRESSURE TREATED EXTERIOR SOFFIT PSL BEAM PER S-DWG's PLYWOOD IRECESSED VERTICAL WALL 5 1"x 5!'PSL COLUMN -- -- --- ---- ''' 4 4 ` ' � r I I TRACK V. RECESSED VERTICAL WALL _ I I TRACK : I I _ _ -------------------------------------------- --------- ------------- ------ ----------------------------------- --- ------------------------------------------------------------------------------------------------------------------------------------------------------ CONCEALED DOWNSPOUT DETAIL AT ROOF DECK ROOF DECK DRAIN DETAIL O EXTERIOR RAILING & MOTORIZED SCREEN DETAIL EXTERIOR COLUMN DETAIL (� 1 SCALE:1 1/2"=1'-0" 17 SCALE:1 1/2"=1'-0" 3 SCALE:3"=1'-0" SCALE:3"=1'-0" BERGDES GN YAHALOM RESIDENCE EXTERIOR DETAILS 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31 2016 ARCH TECTURE 965 E DWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05, 2016 PROGRESS PRINT APR 11,2016 PERMIT SET 11 MAY 31, 2016DESIGN SCALE: AS NOTED NOT FOR CONSTRUCTION PROGRESS RI DEVELOPMENT II DEC 09, 2015 CURTAIN WALL AN 08, 2016 PROGRESS PRINT ICING I FEB 11, 2016 MECH MAR 02,2016 PERMIT SET KESS APR 15,2016 APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 SIDE MOUNTED SS CABLE SIDE MOUNTED SS CABLE RAILING ENTRY DOOR RAILING 1 1/2"x 1 1/2" I HANOVER PAVERS:2"THICK x 18"x 36" EA. 2"x 2" STANTION BY AGS STAINLESS STANTION BY AGS STAIN(ESS VM ZINC PANELS - - - --- - - - - - STUDS 8"O.C. 3 FINISHED SHAFTWAY 31„ 4'-0&- 4'_03„ 4,_o-3„ 4'-031. 4'- 4 444 4 V48 GWB WOOD FRAMED ENCLOSURE AND PLYWOOD ;x LATERAL BRACING FOYER 9- UP I? LATERAL BRACING r. ............. ..................... .......... ................. .............. ........... ......... .............................................— ..... ....... ......... ... 3,, PLYWOOD ON -Oy" 4 2 3 STRUCTURAL WALL CARRYING ELEVATOR LOAD NEW RES ......... --- ELEVATOR C12 X 25 @ 6'O.C. INSTALLED AS ENTRY HANOVER PAVERS: PER NY STATE 3'-0" COVERED 2"THICK x 18"x 36"EA. BUILDING CODE 24'-0" McNICHOLS PLANK GRATING- GRATE DOWN SPOUT DOWN SPOUT GRATE LOCK- 1 "THICK x 12"WIDE CONCEALED IN CONCEALED IN ELEVATOR VOLUME STEEL"C"CHANNEL ELEVATOR VOLUME c SECTION THROUGH ENTRY BRIDGE EXPLODED AXONOMETRIC OF BRIDGE ................. ..... .... PT WOOD BLOCKING SCALE:1/2"=1'-0' .... .. ............ .......... THICK: STEEL PLATE . . .... SIDE MOUNTED FIRE RATED SELF .......... .................. 4 CLOSING DOOR BY AGS STAINLESS ....... SS CABLE RAILING 2"x 2"STANTION THICK: FIBER CEMENT COVER PANEL 77 .......... ...... ... .... . .. .. .. ...... HANOVER PAVERS:2" N, THICK x 18"x 36"EA. 6 HIGH S _7 77 LANK GRATING OVER d /CABLE RAILING: ELEVATOR PLAN! (TYP.) 10 HANNELS HANOVER: ...... THICK x 18"x 36" EA. FIRST FLOOR-ELEV.+39' FIRST FLOOR ELEV.+39'-0" If PLANK GRATING OV'IE4 c B.M.-0 B.M.-0'-0" ...................... ..... . ..... C CHANNELS . .... ... .. ... .. . ... ...................... .............. ....... .... .... .... 9- ......... . . .. . .. . .. . .... .. ...... ......... ................... ...... .. ..... ........ TOP OF RA TOP OF RAMP B.M.-0.W . ...... MP B.M.-0'-6" 4 ............... ... ...................... ..... ..... ......... ..... ... ..................... ...... ...... ..... ..-BOTTOM OF RAMP B.M.-1'-6" SIM ---- - ---- --- ---- - - - - -- - - - - - - 117/8"T JI 2 3 0 @ 1 6"O.C. BACK TO BACK S EEL GRADE __O_ . CHAN�ELS 24 B.M.-2'-0" STEEL CHANNELS @ 6'O.C. T.O.PARAPET 'IV B.M.129'-6" STEEL CHANNEL BOLTED 777. .. CONCRETE CURB GALV. STEEL FRAMED RAMP STEEL CHANNEL w/P.T. TO RIM JOIST .- I �/\ 5'GWB ................ ....- 5 WOOD BLOCKING 8 'N .A22F GALV. STEEL ..................... CHANNELS @ 6' -........... O.C.—--------------------- x ........... ...... --------- ---- ------ "'24" DIAMETER CC NCRETE \ \ \ GRADING AS PER FARM PILE, ...................................... . ................ T.O. ROOF DECK DESIGN 09L .... ....... .......... .. ......... .. ...... ............................. ...... ....... ............................. ....... ...... ............... B.M.+24'-101!2" 11 7/8"TJI 230 @ 16"O.C. .. .................... .. ...................................... / /\/\/\ \ jdk SECOND FLOOR CEILING ................. .......... (2) 18" DIAMETER B.M.+26'-6- .................................................... CONCRETE PILE (1) LAYER 8 5"GWB AROUND ENLARGED SECTION THROUGH ENTRY BRIDGE ENLARGED SECTION THROUGH ENTRY BRIDGE ENTIRE SHAFT WALL SCALE:1/4'=1'-0" HANOVER PAVERS:2" STAIR THICK x 18"x 36"EA. 0 ZINC CLAD 00 1/2"X 2"S.S.TOP RAIL BY AGS STAINLESS 24"SMOOTH FINISH McNICHOLS PLANK ELEVATOR SHAFT GRATING-GRATE LOCK ' 1/8"X IX9 A316 S.S. CABLE BY AGS STAINLESS . CONCRETE PILE 1 1/2"THICK x 12" 4 WIDE ENCLOSURE OUR RATED 4 5�_' 4 . —t �� . 4 CONCRETE CURB HANOVER PAVERS OVER (4)#4 REBAR SECOND FLOOR SIDE MOUNTED SS CABLE RAILING 2"x 2"STANTION BY AGS STAINLESS PREPARED SUB-BASE B.M.+14'-6" 1 14"TJ 1360 @ LATERAL BRACING 16"O.C. 1/4"X 2"X 4"STEEL PL. @ EACH PAVER JOINT #3 REBAR @ 18"O.C. AS REQ'D 1/4"THICK: FIBER CEMENT COVER PANEL 4 HANOVER PAVERS:2"THICK x 18"x 36"EA, 4 FIRST FLOOR CEILING ' .4 1 (o ... ... GRATE LOCK 14 B.M.+12'-0' McNICHOLS PLANK GRATING 1 THICK x 12"WIDE 4 STEEL CLIP ANGLE 4 PT WOOD BLOCKING BEYOND 4 4 N C12X25 RADE�+3�'-O'. C12X25 STRINGER STEEL"C"CHANNEL 4 C12 X 25 @ 6'O.C. (TYP.) BACK TO BACK 6.N 4x STEEL CHANNEL 4 4 x/ BEYOND SET ON N CONCRETE PIER 4 .71 4 4 ------- ------ 21-01' N 1/4" 1/4" 41 18" DIA. CONCRETE 9 4 00 PIER BEYOND 1 HOUR RATED WELDED TAB WELDED TAB 0 al O BEYOND BEYOND PLAN SECTION DETAIL AT CONCRETE PIER /,'�SE�CTIMNDETAIL AT- RAMP 3/8"X 3"X 9"PL 18"X 3"X 9" PL -SHRINK F NON 5 SCALE:1 112'=1'-0' 3/8" PL.WEB GROUT 3/8" PL.WEB - ----- STIFFENER STIFFENER IL------ dk FIRST FLOOR-ELEV.+39,'-0". .. B.M.-0'-0" 16"TJ1 360 @ 16"O.C. 1/4" 4- (4)5/8' DIAMETER ANCHOR HANOVER PAVERS:2" BASEMENT CEILING BOLTS-2 EACH CHANNEL THICK x 18"x 36"EA. FIRST FLOOR ELEV. +39'- B.M.-2'-0" j\\ ...... ........... B.M. 01-P-" 24" DIAMETER CONCRETE McNICHOLS PLANK PIER ENTRANCE GRATING-GRATE LOCK HANOVER PAVERS:2" co THICK x 18"x 36" EA. BRIDGE NOTE:ALL 1 1/2"THICK x 12"WIDE x ' EXPOSED STEEL McNICHOLS PLANK -RATING-GRATE LOCK AND FASTENERS X GYM 1 1/2"TH ICK X.12"2"WIDE (2)C 1 2X25 ------- GRADE 9 THROUGH BOLTS 3/8" PL.WEB STEEL CLIP ANGLE BEYOND: bo 1 HOUR RATED BEYOND X/ X/ PROVIDE SLOTTED HOLES X STIFFENER 3/8"PL.WEB x \X' N N X \>//X\ \\\, x FOR ADJUSTING CHANNEL 3/8"X 3"X 9" PL /\//\//\//\//\//\ x STIFFENER IN FIELD X \\\ WELDED TAB BEYOND C12X25 THROUGH x BOLTED TO RIM JOIST- T.O.BASEMENT SLAB X x C12X25 BEYOND / ................... ... ..... .................... GR PROVIDE STAGGERED B.M.-17-0- PIT BOLTS @ 12"O.C. 777 7- 17 7 7,7777—� 77 15 1 4 ...... NON-SHRINK 491L X// �/xx//\\ x �/�>/ I .... �... .. ..... ... 4 X/ //\�j/\�j/\/j\//\//\//\//\//\//\// X (4)5/8"DIAMETER ANCHOR BOLTS-2 EACH CHANNEL CEILING X N -------11P_ x B.M. 0 4 24" DIAMETER CONCRETE \//j\/j//j x X STEEL CHANNEL \//j//\ ',' s�'°e* X// N PIER \\ \\ \\ \\ \ �\ \\ \ �� \ \ � \\ \\ a a a .p° BEYOND 4 4 bA A 4 DETAIL SECTION THROUGH BRIDGE SECTION DETAIL AT RAMP t/-o��N DETAIL AT RAMP SECTION THROUGH ELEVATOR SHAFT 02 SCALE:1 -01, DETAIL =1 SCALE:1/4" V-0" A (0��SCALE.V2 11 K-a BERGDESGN YAHALOM RESIDENCE ELEVATOR AND BRIDGE DETAILS ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 EDWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET 11 MAY 31, 2016 SCALE: AS NOTED DESIGN DEVELOPMENT If DEC 09,2015 CURTAIN WALL PRICING I FEB 11, 2016 MECH PROGRESS APR 15,2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02,2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 12 TREADS @ 12" EA.= 12'-0" CURTAIN WALL SYSTEM i N il jil-titHt SECOND FLOOR PROVIDE ,'+`+' ` ' ' a B.M.+14'-6" STEEL PLATE M o ,. FOR STRINGER M -- - - 7 -- T-= =1- _ - - .—.. ..I f -...- - 771—.7--7 T ATTACHMENT I I I I I I I I I I I I __. . I I I I I I I . - I I I I I I i I I I I I I I I I PTD STEEL HANDRAIL. . I I I I ( I I I I I I I I ' I I ( I I I I I I WELDED TO C CHANNEL - -- I - - L — - - � - - � — � - - 1 - - 1- - -J - - 1 - - 1- - I / N 04_ I / 1 19 0 / gk T.O. 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"' �SCA R SECTION 5 STAIR SECTION STEEL ANGLE OUTLINE OF -* /2"=1'-0" STRUCTURE SCALE:1/2"=1'-0" \ WELDED TO C BELOW \ -- \ ` CHANNEL - ....._DN.... ZD STEEL HANDRAIL .. .... ...... ...... .. ..... ..._.. . ...... ------- ...... .... .... ....... . ...... ....... . ...... -- --- ...... -. ....... ...... .. ---- _... ..... ..... ...... ...... .... .... ....... . co WELDED TO C CHANNEL co IIOAK PLANK TREADS z PTD STEEL Z HANDRAIL WELDED TO C CHANNEL w O 1'-03/4" 12"C CHANNEL ch Q U) ®- p e'il,.t I W N 2 U) _ STEEL HANDRAIL WELDED TO C CHANNEL � w -- ..... ..... ... . ..... ... ...... .... . .. ..... .... .... ._ . - ch 12"C CHANNEL 12"C CHANNEL1 4"THICK OAK PLANK TREADS 1 Z"STEEL ANGLE WELDED TO C CHANNEL 4" PLYWOOD BACKING - - - - M_ - �_- I 1 4"THICK OAK PLANK TREADS - - _ ---- - --- ---- - -- - 0 3'-102" 3" PLYWOOD BACKING 12 TREADS AT 12" EA.= 12'-0" a 1 4" THICK OAK PLANK a"THICK OAK PLANK FINISHED STAIR OPENING= 15-102 1 2" STEEL ANGLE WELDED TO C CHANNEL INTERIOR STAIR SECOND FLOOR PLAN STAIR DETAIL STAIR DETAIL TAIR AXONOMETRIC .' SCALE:1/2"=1'-0" 6 SCALE:1 1/2"=1'-0" 7 SCALE:1 112"=1'-0" (9?S—C ALE:1"=1'-0" BERGDES GN YAHALOM RESIDENCE STAIR DETAILS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27, 2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 EDWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING ill MAY 31,2016 SCALE: AS NOTEDi op, 5 DEIGN DEVELOPMENT it DEC 09, 2015 CURTAIN GRESS PRINT DEC 03, 2015 URALWALLPRIC NG I FEB 101,2016 MEOCH PROGRESS APR 15, 2016 5,2016 PRGRESS PRINT APR 11,2016PERMIT SET II MAY 31,2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02,2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20, 2016 WINDOW AND DOOR SCHEDULE CURTAIN WALL SCHEDULE QUTSIDE CASING TO CASIN NOTE: NO SYSTEM LOCATION ALUMINUM TC SILL WIDTH HEIGHT OPERATION SWING PLEATED SCREEN NOTES NO WIDTH HEIGHT OPERATION MANUFACTURER INT/EXT 2" 0.CL OPENINGS REQUIRING MORE THAN ONE INTERIOR PIECE OF PLYWOOD SHALL BE JOINED WALL ASSEMBLY 0011 A GYM 001 Outswing Sectional Weather Resistant Sill 4'-0" 4'-0" Folding _ Aluminum TC Folding Outswing Weather Resistant Sill 001A ° TOGETHER WITH CONTINUOUS 12" WIDE g 4-0' 4'-011 Folding _ Aluminum TC Folding Outswing Weather Resistant Sill � F - - - - - - - NEW OR 004A A BATH 004 Outswing Sectional Weather Resistant Sill � � oo1B � 1/2 PLYWOOD BATTENS FASTENED 006A B BEDROOM 006 Multi Slide Sectional Weather Resistant Sill 8'-0" 4'-0" Sliding - Aluminum TC XO Slider Weather Resistant I I I WITH 8 WOOD SCREWS 12" O.C. EXISTING WOOD Sill From Ext: OX 001 C ¢ �, I I I # WINDOW SYSTEM 008A A GUEST BATH 008 Outswing Sectional Weather Resistant Sill 4'-0" 4'-0" Folding _ Aluminum TC Outswing Weather Resistant Sill 001D o °I I I° 009A C MUDROOM 009 Outswing Sectional Weather Resistant Sill 3'-6" 8'-0" Swing LH Low Profile Pleated Screen Basement Ent I I PROVIDE #8 WOOD SCREWS @ ry 107A L - - - - - - J 12 O.C. AROUND PERIMETER OF #8 WOOD SCREWS AT z I I 102A D LIVING ROOM 102 Multi Slide Sectional Weather Resistant Sill 12'-0" 9'-0" Sliding - Aluminum TC Multi Slide Weather Resistant Sill From Ext: OXX 107B ° 71- - - - - - -��° WINDOW 12 O.C. AROUND 102B E LIVING ROOM 102 Multi Slide Sectional Ram Sill „ 4'-0" 9'-0" FIXED EXT I P 28-0 9.-011 Sliding _ Aluminum TC Multi Slide Ramp Sill From Ext: OXXXXXO 107C °I I I PERIMETER OF WINDOW ,�, PROVIDE 1/2 PLYWOOD HURRICANE 103A F ACHI OFFICE BATH 103 Outswing Sectional Weather Resistant Sill 6'-0" 4'-0" Folding _ Aluminum TC Folding Outswing Weather Resistant Sill 107D I I i° � COVER, CUT TO FIT EACH WINDOW AS 1 /2" PLYWOOD - CUT 103B F ACHI OFFICE BATH 103 Outswing Sectional Weather Resistant Sill 6'-0" 4'-0" Folding _ Aluminum TC Folding Outswing Weather Resistant Sill I I NOTED / 203A o •I L _ - i I° TO ALIGN WITH OUTSIDE 104A G ACHI OFFICE 104 Multi Slide Sectional Weather Resistant Sill 12'-0" 9'-0" Sliding _ Aluminum TC Multi Slide Weather Resistant Sill From Ext: XXO 2036 L - - - - - - WINDOW OPENING BEHIND EDGE OF CASING (TYP.) 1046 U ACHI OFFICE 104 Outswing Sectional Ramp Sill T-0" 9'-0" Swing LH Low Profile Pleated Screen 203C 106A H KITCHEN 106 Outswing Sectional Ramp Sill 3'_0 91-01, Swing RH Low Profile Pleated Screen 203D TYPICAL HURRICANE SHUTTER ELEVATION *-TSCI PICAL H �RR�CAN ES H UTT�ERDE 106B I KITCHEN 106 Multi Slide Sectional Weather Resistant Sill 8'-0" 7'-0" Sliding _ Aluminum TC XO Slider Weather Resistant Sill From Ext: OX SCALE; 1/2" - 1'-0" NOTE: ALL GLASS TO BE TEMPERED - LE: 3" = 1'-0" 106C S KITCHEN 106 Multi Slide Sectional Ramp Sill 11'-3" 9'-0" Sliding _ Aluminum TC Multi Slide Ramp Sill From Ext: OXX 109A Q GARAGE 109 - 6'-0" 6'-0" Fixed - - 3'-0" 12'-0• L L 28'-0° 4'-0° 1098 Q GARAGE 109 - 6'-0" 6'-0" Fixed - - 4'-0' 8'-0' 110A J LAUNDRY 110 Outswing Sectional Weather Resistant Sill 3'-0" 6'-0" Folding _ Aluminum TC Folding Outswing Weather Resistant Sill - 111A M JUDITH OFFICE 111 Slider Sectional Weather Resistant Sill 6'-0" 6-0° Slidin - 9 - Aluminum TC XO Slider Weather Resistant Sill From Ext:XO 113A G POOL HOUSE 113 Multi Slide Sectional Weather Resistant Sill 12'-0" 9'-0" Sliding _ Aluminum TC Multi Slide Weather Resistant Sill From Ext:XXO 113B U POOL HOUSE 113 Outswing Sectional Ramp Sill 3'-0" 9'-0" Swing LH Low Profile Pleated Screen 114A K MUDROOM 117 Outswing Sectional Weather Resistant Sill T-0" 9'-0" Swing LH Low Profile Pleated Screen O 200A L JUDITH CLOSET 200 Slider Sectional Weather Resistant Sill 6'-0" 9'-0" Sliding - Aluminum TC XO Slider Weather Resistant Sill From Ext:XO °T 201A M JUDITH BATH 201 Slider Sectional Weather Resistant Sill 6'-0" 6'-0" Sliding _ Aluminum TC XO Slider Weather Resistant Sill From Ext:XO 201 B L JUDITH BATH 201 Slider Sectional Weather Resistant Sill 6'-0" 9'-0" Sliding - Aluminum TC XO Slider Weather Resistant Sill From Ext:XO o 202A M JUDITH BEDROOM 202 Slider Sectional Weather Resistant Sill 6'-0" 6'-0" Sliding - Aluminum TC XO Slider Weather Resistant Sill From Ext:XO 202B V JUDITH BEDROOM 202 Multi Slide Sectional Ram Sill Ramp 12'-0" 9'-0" Sliding _ Aluminum TC Multi Slide Ramp Sill From Ext: OXX P 16-0 91-01, Slidin _ Aluminum TC XO Slider Ram Sill SYSTEM A SYSTEM B SYSTEM C SYSTEM D 2031 N HALL 203 Slider Sectional Ram Sill 16'-0" SYSTEM E SYSTEM F 9 P From Ext: OXXO (0011, 004A, 008A) (006A) (009A) (102A) (10213) (103A, 10313) 204A 0 ACHI BEDROOM 204 Slider Sectional Weather Resistant Sill 8'-0" 9'-0" Sliding - Aluminum TC XO Slider Weather Resistant Sill From Ext: OX FOLDING WINDOW SLIDING WINDOW SWING DOOR MULTI SLIDE DOOR MULTI SLIDE DOOR FOLDING WINDOW 204B P ACHI BEDROOM 204 Slider Sectional Ramp Sill 8'_0" 9._01. Sliding _ Aluminum TC XO Slider Ramp Sill From Ext:XO 11'-0' 205A T ACHI BATH 205 Slider Sectional Weather Resistant Sill 8'-0" 9'-0" Sliding _ Aluminum TC XO Slider Weather Resistant Sill From Ext:XO 205B P ACHI BATH 205 Slider Sectional Ramp Sill 8'_0" 91.01, Sliding _ Aluminum TC XO Slider Ramp Sill From Ext:XO i 206A R ACHI CLOSET 206 - 3'-6" 9'-0" Fixed - L_ 3'_0• X3'-0'-� 6'-0° 6'-0° COTE: PROVIDE 1/2" THICK PLYWOOD HURRICANE SHUTTER FOR EACH DOOR, WINDOW, AND CURTAIN WALL L �' DOOR SCHEDULE o NO. TYPE WIDTH HEIGHT MATERIAL OPERATION MANUFACTURER HARDWARE SET NOTES Q o 001A C 3'-0" 9'-0" RATED-SOLID CORE WOOD LH - HS-5 FIRE RATED SELF CLOSING ELEVATOR DOOR ro o o j f 02A A 3'-0" 9'-0" METAL RH - HS-1 FIRE RATED SELF CLOSING DOOR 003A B 3'-0" 9'-0" 0SOLID CORE WOOD RH - HS-1 010A B T-0" 9'-0" SOLID CORE WOOD RH - HS-1 - o 0 100A H 4'-0" 9'-0" WHITE OAK LH PIVOT DOOR COMPANY - OAK TO BE FINISHED TO MATCH FLOORING 100B C 3'-0" 9'-0" RATED-SOLID CORE WOOD LH - HS-5 FIRE RATED SELF CLOSING ELEVATOR DOOR 101A D 2'-0" EA. 9'-0" SOLID CORE WOOD PAIR SWING - HS-4 - SYSTEM G SYSTEM H SYSTEM I SYSTEM J SYSTEM K SYSTEM L SYSTEM M SYSTEM N 103A E 2'-6" 9'-0" SOLID CORE WOOD LH HS-2 - (104A, 113A) (106A) (10613) (11 OA) (114A) (200A, 201 B) (111A, 201A, 202A) (2031) SLIDING WINDOW SWING DOOR SLIDING WINDOW FOLDING WINDOW SWING DOOR SLIDING WINDOW SLIDING WINDOW MULTI SLIDE DOOR 104A B 2'-6" 9'-0" SOLID CORE WOOD LH - HS-2 106A G 2'-3" EA. 9'-0" SOLID CORE WOOD PAIR POCKET - - 8'-0• 8' o - 3'-6° 11'-3° s'-0° L 3'-0^ 1 12'-0° 108A B 2'-6" 9'-0" SOLID CORE WOOD RH - HS-2 109A A 3'-0" 9'-0" METAL RH - HS-5 FIRE RATED SELF CLOSING DOOR 110A F 2'-6" 9'-0" SOLID CORE WOOD POCKET - HS-3 - 111A F 2'-6" 9'-0" SOLID CORE WOOD POCKET - HS-3 - 112A 1 2'-6" EA. 9'-0" P.T. FRAMING/FIBER CEMENT PAIR SWING - - FIBER CEMENT CLAD TO MATCH EXTERIOR SIDING 1126 I 2'-6" EA. 9'-0" Ib P.T. FRAMING/FIBER CEMENT PAIR SWING - - FIBER CEMENT CLAD TO MATCH EXTERIOR SIDING o 113A B 3'-0" 9'-0" SOLID CORE WOOD LH - HS-2 - 115A D 2'-0" EA. 9'-0" SOLID CORE WOOD PAIR SWING - HS-4 0 �I 201A F 2'-6" 9'-0" SOLID CORE WOOD POCKET - HS-3 - 201 B F 2'-6" 9'-0" SOLID CORE WOOD POCKET - HS-3 - 202A F 3'-0" 9'-0" SOLID CORE WOOD POCKET - HS-2 203A C 3'-0";; 9;-011 RATED-SOLID CORE WOOD LH - HS-5 FIRE RATED SELF CLOSING ELEVATOR DOOR SYSTEM 0 SYSTEM P SYSTEM Q SYSTEM R SYSTEM S SYSTEM T SYSTEM U SYSTEM V (204A) (204B, 2058) (109A, 1098) (206A) (106C) (205A) (1048, 1138) (2026) 204A B 2-6 9-0 SOLID CORE WOOD LH - HS-2 SLIDING DOOR SLIDING DOOR FIXED PANEL FIXED PANEL MULTI SLIDE DOOR SLIDING DOOR SWING DOOR MULTI SLIDE DOOR 205A F 2'-6" 9'-0" SOLID CORE WOOD POCKET - HS-3 - EXTERIOR DOOR AND WINDOW CONFIGURATIONS 205B F 2'-6" 9'-0" SOLID CORE WOOD POCKET - HS-3 - SCALE: NTS VOTES:VERIFY IN FIELD ALL R.O. DIMENSIONS PRIOR TO ORDERING VARIES VARIES 3'_0" VARIES VARIES VARIES VARIES 4'-0" ------- -- . ----5'-0 - - �{� ...... ....... ......... ........ . . ......... f. HARDWARE SET LEGEND _._ _....... _.._..__...--.-/--_.......\........... LOCKSET/PULL HINGE/TRACK DOORSTOP / / / / \40. / REMARKS TYPE MNFR. ITEM NO. FINISH TYPE 7MNFR. ITEM NO. FINISH TYPE MNFR. ITEM NO. FINISHCo- -y a> 24" O 24„ M 24., � 24" � 24„ � 3„ M 3,� � /:, 24„ �............... �........... .... ........... -IS-1 PASSAGE EMTEK 5109 HERMES LEVER DISC ROSETTE US15 HINGE EMTEK 96214 US15 EMTEK 2257 US15 ........ .. 90 -IS-2 PRIVACY EMTEK 5209 HERMES LEVER DISC ROSETTE US15 HINGE EMTEK 96214 US15 EMTEK 2257 US15 8 12 �bN A38 �bN A38 �bN A38 / A38 A38 A38 A38 b A38 /............. CS2002E US15 A38 c) ............... . 2002CPDL-5-212 US26 POCKET DOOR LOCK&EDGE PULL _ _ -iN IS-3 PRIVACY ACCURATE �iN �ic� =1N = TRACK HAFELE 940.80.002 - FITTING SET ANTHRACITE END CAPS RAFFLE 940.80.250 - UPPER TRACK A38 A38 q3g A38 A38 A38 A38 1 38 15 A38 IS-4 DUMMY EMTEK 5059 HERMES LEVER DISC ROSETTE US15 HINGE EMTEK 96214 US15 EMTEK 2257 US15 1 LEFT DOOR 1 RIGHT DOOR IS-5 PRIVACY EMTEK 5109 HERMES LEVER DISC ROSETTE US15 SPRING EMTEK 95024 US15 EMTEK 2257 US15 INCLUDE EMTEK 8467 MODERN TYPED TYPE E TYPE F TYPE G TYPE H TYPE I � �•' HINGE DEADBOLT W/US15 FINISH TYPE A TYPE B TYPE C �< INTERIOR-METAL FPSC INTERIOR- 1 3/4"SOLID CORE INTERIOR- 1 3/4" RATED INTERIOR- 13/4"SOLID CORE INTERIOR- 1 3/4"SOLID CORE INTERIOR- 1 3/4"SOLID CORE INTERIOR- 1 3/4"SOLID CORE EXTERIOR-WHITE OAK EXTERIOR-P.T. F DOOR-HINGED WOOD DOOR-HINGED) SOLID CORE WOOD DOOR- WOOD DOOR-PAIR SWING WOOD DOOR- HINGED BLIND WOOD DOOR-POCKET WOOD DOOR-TELESCOPING DOOR-HINGED ON FIBER CEMENT CL , HINGED CUT ON OFFSET PIVOT HINGES POCKET DOORS OFFSET PIVOT HINGES PAIR SWIN INTERIOR DOOR TYPES 4 SCALE: NTS m IF BERGDESGN YAHALOM RESIDENCE WINDOW AND DOOR SCHEDULES ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05, 2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 SCALE: AS NOTED A%5 9 DESIGN APR 15,2016 NOT FOR CONSTRUCTION PROGRESS PRI DEVELOPMENT II JAN 08,2016 PROGRESS PRINT DEC 09,2015 CURTAIN WALL PRICING I MAR 02,2016 PERMIT SETFEB 11, 2016 MECH PROGRESS APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 i � ! 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BOX 596 SAG HARBOR, NY 11963 TEL: 631 -740-7273 0 BERGDES GN YAHALOM RESIDENCE SECOND FLOOR FRAMING PLAN (FIRST FLOOR PLAN SHOWN) f 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 ARCH TECTURE 965 EDWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY31,2016 PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET 11 MAY 31, 2016 SCALE: AS NOTED DESIGN DEVELOPMENT 11 DEC 09, 2015 CURTAIN WALL PRICING I FEB 11, 2016 MECH PROGRESS APR 15,2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02,2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 II CLOSET F200 14 T J rs T Q,7S Cr� :- SUPPORl"ED ON 10,'Al�_1 BATHROOM II �S < ........... ...- ....................... ............ 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M 0 0 L U.M1 N -j A!,TH SST SC-6 CAP A ;:' ° X 18" DFGLUEL6X-, �-O :�2 I (DOURLE J,-'�CK'STUDI W CL U) -k '33 e") iX < 11L uj 'n � N, 5, o", > n� b HEAI'.)ER� (2)2 X '�': HEADF'-Z� (2'�2 X 12 1C. z " x D "AR CAP — — — — — — — ----- — — — — — — — — — — — Pc 3 V2"X 2,0E ilEADE: 2- — — — — — — — — —K7 0 HEADER: 3 1i2"X"14"2.0E I i A DE'-'R: 3 1 2' 14 2, 1 --C" 0 Ze`-,LLAV PLUS, PK' SL3 P'ARALLAP0h LUS PSL SL3 PA.F'IAL: PLUS PSL SL3 PARAL„LA�,.!2 PLUS PSL SL' ST LGU163 ISIST H0.7, --fGLT S3ST HGLT SSTalGLT S3,T 1 F T F LA NC':E' I .......... N V F-i"?T i;.D 1NVE;:,,TED ............ I N Yt< T E D' .. ........ 1�-IVERTED U u it Lilf' 1-ARP--:!-LAA.,A r-s� 3 Ps 3 P& 3 "'PS �a NTILEVER R'A.l JO�ST G O 0 O SECOND FLOOR PLAN BERGDES GN YAHALOM RESIDENCE ROOF FRAMING PLAN (SECOND FLOOR PLAN SHOWN) ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 965 EDWARDS LANE, ORIENT NY 11957 DESIGN WINDOW AND DEVELDOOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 OR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET 11 MAY 31, 2016 SCALE: AS NOTED DESIGN DEVELOPMENT 11 DEC 09, 2015 CURTAIN WALL PRICING I FEB 11, 2016 MECH PROGRESS APR 15, 2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02, 2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20,2016 12" 00 5/8" DIAMETER ANCHOR " LONG, 4 8" O.C., 8 3/4" CHAMFER (TYP) TOP OF WALL ELEV. +3'-0" oo „ BOLTS- 1 12" MAX. FROM CORNERS 01 RAIL POST POCKET, (2) #5 BARS 3" DOWN FROM TOP OF WALL OPTIONAL , TYP.z I or z _ TOP OF GRADE BLOCK Mf z I 2 2' t`/I //1G FINISHED GRADE 2" COVER 1 1/2" COVER • TOP OFi FOUNDATION WALL ch o 5/8" DIAMETER ANCHOR BOLTS - GRADE ELEV. 0'-0" 18" LONG, 48" ❑ C , 12" MAX, (2)-#5 BARS 3" DOWN FROM TOP OF WALL #5 AT 18" HORIZONTAL REBAR CONTINUOUS AT • FROM CORNERS EACH FACE 2" COVER ON BOLTS #5 AT 12" VERTICAL REBAR 3„ 0 3" VERTICAL #5 BARS AT 18" [1,C, coTYPICAL 8'-9" FOUNDATION WALL HEIGHT 1/2" EXPANSION JOINT BETWEEN POURED CONCRETE FLOOR SLAB AND ALL WALLS - TYP. HORIZONTAL #4 BARS AT 18" O C - TYPICAL • 0 #5 AT 36" VERTICAL REBAR 4" POURED CONCRETE FLOOR SLAB REINFORCED WITH 6X6 #10/10 WELDED 3" 01 WIRE MESH. SLAB TO BE ON 6"' CLEAN COMPACTED SAND. WELDED WIRE (2)-#5 BARS 6" P FROM BOTTOM OF WALL MESH TO BE LAPPED A MINIMUM OF ONE FULL MESH AND WIRED TOGETHER • 0 0 PROVIDE 4" DIAMETER PVC THRU PIPE, INVERT 6" ABOVE STAIR / AT 48" O.C. TOP OF P.C. SLAB SIDEWALK, BACK SIDE TEE CONNECTION TO FILTER FABRIC FREE DRAINING GRANULAR BACKFILL (TYP) 2X 4 ELEV. (V.I.F.) WRAPPED PERFORATED DRAIN PIPE, HOLES TYPICAL AT 10-FT O X X KEYWAY TOP OF FOOTING ALONG WALL ELEV. (V.I.F.) 30" LONG #5 BARS (3)#5 DEFORMED STEEL REINFORCING BARS CONTINUOUS AT 18" ❑,C, - o o AT 6" O.C. W/#5 TRANSVERSE BARS AT 24" O.C. STAIRS / SIDEWALK EL. - VARIES #5 AT 36" VERTICAL REBAR TYPICAL BOTTOM OF FOOTINGCD ELEV. (V.I.F.) rt �� BOTTOM VERTICAL DOWEL REBAR, #6 AT 12 2" COVER KEY REBAR #6 AT 12" O.C. (TYP) 1 TYPICAL FOUNDATION WALL SECTION z 3" COVER SCALE: NTS -TOP OF FOOTING ELEV. -12'-0" c • (5) CONTINUOUS #5 REBAR 3" COVER (5) CONTINUOUS #5 REBAR BOT. OF FOOTING ELEV -13'-1" 3" COVER 1'-0" 12" 7'-0" SIMPSON LSTA 24 1 1/4"V GA. METAL STRAP w/4-8c REBAR #5 AT 18" O.C. (TYP) EACH END AND IN PSL BE CANTILEVERED PSL BEAM TYPICAL RETAINING WALL ALONG SIDEWALK / STAIRS 2X WALL FRAMING OUTER FLUSH 2 @ 16"O.C. PSL HEADER SCALE: NTS DOUBLE TOP PLATE DOUBLEJACK STUD PSL PARALLAM COLUMN DOUBLE TOP RETAINING WALL NOTES PLATE DOUBLE JACK 1. CONCRETE COMPRESSIVE STRENGTH - 4,000 PSI STUD 2. STEEL YIELD STRENGTH - 60,000 PSI (UNCOATED) 3. DESIGN CODES ACI - 3/8-11 4. NO CONCRETE SHALL BE POURED BELOW GROUND WATER 5. DIMENSIONS SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES REPORTED TO THE ARCHITECT OF RECORD 2X WALL FRAMING 2X WALL FRAMING EXTERIOR @ 16"O.C. @ 16"O.C. DECK SILL PLATE TF ENGINEERING, P.L.L.C. �I-� L P.O. BOX 596 SAG HARBOR, NY 11963 3 TYPICAL CANTILEVERED AWNING FRAMING DETAIL ' TEL: 631 -740-7273 SCALE. NTS ` Mel F- ~ BERGDES GSI YAHALOM RESIDENCE STRUCTURAL DETAILS 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tei: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 ARCHITECTURE 965 E DWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED 4�a v4 PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 APR 15,2016 NOT FOR CONSTRUCTION PROGRESS PRDESIGN INT II JAN 08, 2016 PROGRESS PRINT DEC 09, 2015 CURTAIN WALLICING I MARFEB102,2 0016 16 PERMIT SETMECHRESS APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20, 2016 Joint Description Nail Sizes Nail S acin DESIGN CRITERIA: GENERAL NOTES ROOF FRAMING L 01, a GROUND SNOW LOAD - 25 PSF. WEATHERING - SEVERE 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" ACCORDANCE WITH THE NEW YORK STATE UNIFORM FACILITATE CONSTRUCTION AND SHALL NOT BE Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joistLIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BUILDER AND Ceiling Joist to Parallel Rafter (Face-nailed) 3 - 16d each lap BEDROOMS - 30 PSF. L.L. CONSERVATION CODE, AND LOCAL AUTHORITIES. OWNER. DECAY - SLIGHT CeilingJoist Laps over Partitions Face-nailed 4 - 6d each la Tie t Rater Facer nailed ( ) 2 - 1 16 per tie p WIND SPEED - 120 MPH 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Colla Blocking to Rafter (Toe-nailed) ) 2 - 8d each end CATEGORY ICE SHIELD UNDERLAYMENT REQUIRED - YES MINIMUM 28 DAY STRENGTH OF 3000 PSI UNLESS SHALL BE DESIGNED AND BUILT IN ACCORDANCE SEISMIC DESIGN - B OTHERWISE NOTED WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Rim Board to Rafter (End-nailed) 2 - 16d each end WALL FRAMING h PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER INTERIOR DESIGN CRITERIA: 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 14. THIS STRUCTURE HAS BEEN DESIGNED IN Top Plate to Top Plate (Face-nailed) 2 - 16d per foot PORTIONS OF PANELS IN HIGH PRESSURE ZONES. LARCH STRUCTURAL GRADE #2 OR BETTER. ACCORDANCE WITH THE NEW YORK STATE ENERGY Top Plates at Intersections (Face-nailed) 4 - 16d joints-each side DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAMECONSERVATION CODE. Stud to Stud (Face-nailed) 2 - 16d 24" o.c. i1 0* 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL Header to Header (Face-nailed) 16d 16" o.2 along edges CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL 15. ARCHITECT TO BE NOTIFIED IN WRITING OF ALL NOTE a = 4 FT. IN ALL CASES PARTITIONS, EXCEPT AS NOTED ON DRAWING. CHANGES PRIOR TO AND DURING CONSTRUCTION. al Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud WINDOWS - GLAZED OPENING 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND 16. COALL AT MISC. STRUCTURAL RUC TU AL STEEL TO BE ASTM STRUCTURAL WITH SONE 2 -16d per 2x6 stud GABLE ROOFS FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 2 - 16d per 2x8 stud BE A992 WITH ONE COAT OF EPDXY PAINT. BRIDGE MEMBER i 10* 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE SHALL BE A36 w/ 2 COATS OF EPDXY PAINT. Bottom Plate to Floor Joist,Ban djoist,Endjoist or 2 - 16d per foot FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING VERIFIED BY CONTRACTOR(S) PRIOR TO START OF ALL FASTENERS TO BE ASTM A-325 BOLTS, 3/4" DIAMETE Blocking (Face-nailed) CONSTRUCTION AND ORDERING OF MATERIALS. THIS THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 FOUNDATION HAS BEEN DESIGNED FOR A SOIL 17. CONTRACTOR SHALL OBTAIN ALL PERMITS AND FLOOR FRAMING OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES BEARING CAPACITY OF TWO (2) KSF AND GRADES INSURANCE NECESSARY TO PROTECT THE ENGINEER Joist to Sill , Top Plate or Girder (Toe-nailed) 4 - 8d per joist LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT AND OWNER. ( ) COMPONENT A f� D CLADDING PRESSURE LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING Bridgingto Joist Toe-nailed 2 - 8d each end THESE CONDITIONS ARE MET. ALL FILL BENEATH Blocking to Joist (Toe-nailed) 2 - 8d each end TO WIND ZONE III, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING CONCRETE SLABS TO BE COMPACTED TO 95% 18. DO NOT BACKFILL AGAINST FOUNDATION WALLS Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block ZONES TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. RELATIVE DENSITY. UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. Ledger Strip to Beam (Face-nailed) 3 - 16d each joist Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 19. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL Band Joist to Joist (End-nailed) 3 - 16d per joist SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per footSIMSON STRONG TIE RIDGE STRAP PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY BY TRIPLE UPRIGHTS. ALL HEADERS TO BE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. USE STRAP CONNECTOR @EACH RAFTER ROOF SHEATHING A - CLEAR SHIELD HURRICANE + SECURITY PANELS - 631 - 287 5060 20. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND OR 8. PROVIDE FIRESTOPPING AT ALL LEVEL ON EACH LEVEL OF DWELLING AS REQUIRED BY Structural Panels 8d 4" o.c. perimeter zone RIDGE B - OQRUICK GUARD STORM PANELS. 631 - 287 5330 PENETRATIONS NEW YORK STATE BUILDING CODE. other 6" o.c. edges of panel , 12" o.c. interior C - CUSTOM-FABRICATED PLYWD. PANELS - SEE BELOW 9. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS 21. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO of panel AND DECKS ETC.. AN EXISTING DWELLING REQUIRING A BUILDING PERMIT Diagonal Board Sheathin PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF 9 9 TRIPLE NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE 1" x 6" or 1" x 8" 2 - 8d per support �® 2X STUD ASTM E 1996 AND OF ASTM 1886. AS NOTED IN NYS RESIDENTIAL CODE. 10. DO NOT SCALE DRAWINGS. HOUSE BE UPGRADED WITH HARD WIRED & 1" x 10" or wider 3 - 8d per support ° _rte _ SIMPSON INTERCONNECTED SMOKE ALARMS. EI LI N V SH EA H I N HDU5-SDS2.5 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- ENGINEER ARE NOT RESPONSIBLE FOR THE 22. THE NYS CODES ALSO APPLY TO ACCESSORY INSPECTION, SUPERVISION, OR ADMINISTRATION OF STRUCTURE DESIGN. Gypsum Wallboard 5d 7" edge / 10" field THIS CONSTRUCTION PROJECT. FEDERAL, STATE WALL SHEATHING 5/8" THREADED SIMPSON LSTA - 20 GAGE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE 23. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD RIDGE STRAP - ALL ROOF RAFTERS SHALL BE THE RESPONSIBILITY OF THE Structural Panels 8d (see table 3.9) ..Y. STEEL ROD OP PLATES CONTRACTOR. Fiberboard Panels 7 / 16" 6d 3" edge / 6" field ® SIMPSON SIMPSON STRONG TIE H2A 25 32" 8d 3" edge ° HDU5-SDS2.5 USL (2) CONNECTORS @ EACH RAFTER / 6" field/ ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE Gypsum Wallboard 5d 7" edge / 10" field HURRICANE CLIP Hardboard 8d (see table 3.9) PROVIDE HOLD DOWNS AT TYPICAL. Particleboard Pcnels 8d (see table 3.9) ALL CORNERS AND BOTH Diagonal Board Sheathing SIDES OF OPENINGS 8' OR GREATER IN WIDTH SIMPSON H2.5 A 1" x 6" or 1" x 8" 2 - 8d per support HURRICANE CLIP @ 16" 1" x 10" or wider 3 - 8d per support TRIPLE BOTTOM O.C. 2X STUD PLATE FLOOR SHEATHING ® SIMPSON LVL RIM JOIST Structural Panels HDU5-SDS2.5 1" or less 8d 6" edge / 12" field greater than 1" 10d 6" edge / 6" field Diagonal Board Sheathing II ---HOOKED ANCHOR BOLT SIMPSOC STRONG TIE sT2'2 1" x 6" or 1" x 8" 2 - 8d per support TOP PLATES USE (U CONNECTOR @ EVERY STUD P PP ii MIN 18" PENETRATION PROVIDE 8d COMMON WIDE- 18GAGE 1 " 1" x 10" or wider 3 - 8d per support II INTO FOUNDATION NAILS @ 4" O.C. AT METAL STRAP @ JACK EXTERIOR EDGE OF ALL POST W/4-8d NAILS, SHEATHING. EACH END, TYP. 1 Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is ��J SIMPSON STRONG TIE H6 nailed 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural �� USE (1) CONNECTOR @ EVERY srUD members shall be doubled, or alternate connectors such as shear plates shall be used to maintain the load path. o°� APA RATED PLYWOOD TO SIMPSON STRONG TIE BP USE (1) BP CCNNECTOR AT EACH ANCHOR BOLT EXTEND TO TOP OF TOP p ANCHOR BO'_TS @ 48' O.C. SEE FOUNDATION DETAILS. y 4 - 8d NAILS 2 When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted USE V BOLTS BOTTOM M PLATE. to be reduced to 1 - 16d nail per foot. ° PLATE TYPICAL LVL RIM JOIST SIMPSON LSTA PROVIDE SOLID 36 METAL STRAP ACK TYP. CORNER TIE- DOWN BNG SUBFLIOORAEDGES sLL SIMPSON PLOSTA24 NOT TO SCALE -TYP. @ STUDS W/ SIMPSON STRONG TIE LPT5 4-8d NAILS @ USE (1) CONNECTOR @ 16' OC, 48" O.C. EACH END, TYP. FLOOR JOIST PRESSURE TREATED MUD SILL FRAMING NOTES FRAMING DETAIL_ DOUBLE TOP PLYWOOD SHEATHING 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10, PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" NOT TO SCALE PLATE TO OVERLAP BOX HEADER DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. BETTER. INTERMEDIATE. 2 x 6 @16" 0. BEAM - TOP + BOTTOM. STUDS SIMPSON LSTA24 1 4" 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 11 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING TYPICAL RODE SHEATHING NAILING ZONES WIDE-20 GAGE METAL MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. STRAP @ 48" O.C. MAXI. O 2D @ 6'0C EDGES & 6'0C In FIELD W/ 4-8d NAILS- EACH 3. ALL SUBFLOORING TO BE APA RATED STURID-I-FLOOR, 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE END, TYP. EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF AND STUD WITH GALVANIZED HURRICANE TYPE aD @ 6'ac EDGES & 6 oc IN FIELD PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR aD @ 4-OC EDGES & 6'OC IN FIELD NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE STRAP TO STUD CLIPS AT ALL PERIMETER JOIST TO GIRDER 2sS MEAN ROOF HEIGHT W - 8d NAILS 4 2 STORY 8D RING SHANK / TOP OF FOUNDATION 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CONNECTIONS. WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH WRAP + NAIL STRAP TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA ROOF EDGE ( 4 - 4d NAILS ) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL AROUND SILL PLATE SIMPSON MST27 PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND O AT ANCHOR BOLT 1 1/2" WIDE - 20 GAGE 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED METAL STRAP @48" OC. AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS: NOTED AS PER MANUFACTURERS RECOMMENDATIONS. WEB +12" FROM EACH CORNER @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND WRAP AROUND SILL PLATE CIRCULATION IN ROOFS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" O FLOOR JOIST LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NAIL SHEATHING TO SILL PLATE 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, PERIMETERS. HANDLING, STORAGE, AND ERECTION OF 8d NAILS @ 4" O.C. stairs etc. OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS 2 #5 REBAR r7 „ RECOMMENDATIONS. 2 x 6 SILL PLATE 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL A TREATED.C A HAVE ROWS OF 1 2 IA. Q TO H E 2 D PARTITIONS OR AS NOTED ON DRAWINGS. 14. ALL MULTIPLE LVL PRODUCTS T / 3 - GALVANIZED MACHINE BOLTS @ 12" O.C.. 3 2 � 0 - 8 ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED -5/8" x 12" A.B. @48" OC. SEE DWGS. -. ....:. w SIMPSON STRONG TIE BPWITH RATED GALVANIZED METAL CONNECTORS BY FOR DESIGN. TECO OR APPROVED EQUAL. 9. NAILING SCHEDULE AS PER THE WOOD FRAME CONSTRUCTION O MANUSHALLAL2008 RECE VE SBC 5-10DHIGH NAILS AT SHILL AND ALL PLATTE. STUDS SECTION ELEVATION ALL EXTERIOR NAILS SHALL BE GALVANIZED. r � ° HOLD DOWN SHEAR CONNECTION CRITICAL_ -� PATH BERGDES GIN YAHALOM RESIDENCE TYPICAL STRUCTURAL NOTES & DETAILS 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27, 2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 ARCH TECTURE 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05, 2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 DESIGN DEVELOPMENTAPR 15,2016 NOT FOR CONSTRUCTION PROGRESS PRINTII AN 08, 2016 PROGRESS PRINT DEC 09,2015 CURTAIN WALLICING I MARFEB102,2016 ERMIT SETRESS APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20,2016 VENT VENT VENT VENT VENT PROPERTY INFORMATION ABBREVIATIONS _ _ _ _ I_ _ _ _ _ _ __ _ _ _ _ __ _ _ _ I _ _ _ — ROOF NEW WC ON I I 965 EDWARDS LANE, ORIENT, NEW YORK 11057 A.C.T. ACOUSTICAL CEILING TILE MTL METAL I NEW ROUGHING SCTM NO. 1000-18-03-20 A.F.F. ABOVE FINISHED FLOOR MW MICROWAVE NEW BIDET ON NEW WC ON I I I LOT AREA= 100,845 S.F. OR 2.315 AC. BET BETWEEN N.T.S. NOT TO SCALE NEW ROUGHING I NEW LAV ON I I NEW ROUGHING CLEARING LIMITATIONS: THE UNDISTURBED PORTION OF THE SITE BLDG. BUILDING N.i.C. NOT IN CONTRACT NEW ROUGHING NEW LAV ON ( I NEW ROUGHING SHALL BE MAINTAINED AS A NON DISTURBANCE BUFFER. C.H. CEILING HEIGHT OP'NG OPENING — — — — — NEW BATHTUB — — 1 1/2" I I NEW SHOWER 1 1/2" ZONING DESIGNATION: C.J. CONTROL JOINT PL. LAM. PLASTIC LAMINATE T_ - - - - - - - - NEW SHOWER I I NEW FLOOR LOT COVERAGE CALCULATIONS CLG. CEILING PLYWD PLYWOODI I NEW FLOOR DRAIN CMU CONCRETE MASONRY UNIT PTD PAINTED I I I I s' DRAIN STRUCTURES ALLOWABLE SF PROPOSED SF COL COLUMN R.C. REINFORCED CONCRETE 1 BUILDING COVERAGE 20,169 (20%) 3,271 (3.24%) CONC CONCRETE REF. REFRIGERATOR DECKS 2,069 (2.05%) C.T. CERAMIC TILE REQ'D REQUIRED I NEW FIXTURES — — — — SECOND FLOOR 0 3" 3" 1 1/2" 1 1 2" 1 1 2" 1 1/2° 11 112" 1 1/2" 3" DRIVEWAY 3,609 (3.58%) DET. DETAILS SECT SECTION I WITH NEW ENTRY WALKWAY 385 (0.38%) DWGS DRAWINGS SHT MTL SHEET METAL ( \ ( PLUMBING BACK TO GARDEN 618 (0.61%) D/W DISHWASHER SIM SIMILAR — — — — — NEW WASTE& — EXTERIOR STAIRWAY 106 (0.11%) ELEV. ELEVATOR SPECS SPECIFICATIONS IZ BATHROOM 201 1z Ki LGaIG z 1z BATHROOM 205 I z ( ) Iw ILU NEW ROUGHING w IW NEW WC ON I w ENCL ENCLOSURE STL STEEL > NEW WC ON > > > NEW ROUGHING > I= (- NEW DISHWASHER NEW LAV ON TOTAL LOT COVERAGE 50,422.5 50% 10,058 9.97% EX'G EXISTING S.M. STAINLESS STEEL NEW ROUGHING 1 ( ) ( ) NEW LAV ON I� NEW UTILITY NEW LAV ON I� NEW FLOOR DRAIN � I� NEW ROUGHING I � GALV GALVANIZED REF. TRASH RECEPTACLE NEW ROUGHING — — Iz SINK ON NEW NEW ROUGHING LU — — — z z — — — „� z FLOOR AREAS: PROPOSED SF GL. GLASS TYP. TYPICAL ROUGH IN NEW FLOOR 1 1/2 I / I NEW SHOWER _ 1 1/2 I � T � I I NEW FLOOR T �I FIRST FLOOR 3,271 (3.24%) GWB. GYPSUM WALL BOARD U.O.N. UNLESS OTHERWISE NOTED NEW CLOTHES I NEW FLOOR DRAIN I- r DRAIN SECOND FLOOR 1,862 (1.85%) GL. HEIGHT V.C.T. VINYL COMPOSITION TILE WASHER�\ I I DRAIN I I I I I I I I I I I p TOTAL GROSS FLOOR AREA 5,133 (5.09%) H.M. HOLLOW METAL V.I.F. VERITY IN FIELD NEW FLOOR W I I I ( DW DW I ICE ICEMAKER WD WOOD DRAIN 1 1/2" _ _ _ _ _ I 1 1/2" 1 1/2" INFO, INFORMATION BUILDING HEIGHT CALCULATIONS LCC LEAD COATED COPPER 1 1/2 2' I 2 1 1/2 I 1 1/2 3 I 1 1/2 2 I 1 1/2" 1 FIRST FLOOR / \ FUTURE \ MAX. MAXIMUM _ / I — / _ — I �— — — PLUMBING IXTUR S I — — — — MAXIMUM BUILDING HEIGHT= 35'-0" MIN. MINIMUM LAUNDRY 110 I GARAGE 109 WC 108 I KITCHEN 106 1 I BATHROOM 103 1 PROPOSED BUILDING HEIGHT= 29'2 1/4" MTD MOUNTED I I I I FUTURE 1 I I NEW FLOOR I PLUMBING DRAWING LIST I I I DRAIN I FIXTURES — — NEW FLOOR — — — � A00 SITE PLAN, NOTES, DRAWING All BUILDING ELEVATIONS A24 BRIDGE AND ELEVATOR DETAILS ��; v��ND4�IV�NB BOER D�T'AI�S- �_ I �_ I �_I I DRAIN A70 Inl n O 1 O 1 O1 J J LIST, ENERGY NOTES, PLMB Al2 BUILDING ELEVATIONS A25 STAIR DETAILS 38 1N`TERIOR DOOR DETA1LS �, I o - o �I RISR DIA. A13 BUILDING ELEVATIONS -A26---&T--AIR-DET7kl' c — A39 SCHEDULES zo ifl , A In ELEVATIONS i cV ATInA /'`Eleni II c0 A01 BASEMENT PLAN A14 BUILDING SECTIONS A2-7 KITCHEN PLANS A dS 40 S w I w I wl I w I w A02 FIRST FLOOR PLAN A15 BUILDING SECTIONS Z 1 z I z) I z II z A03 SECOND FLOOR PLAN A16 BUILDING SECTIONS A2 q PLANS A ELEVATIONS- S01 FIRST FLOOR FRAMING PLAN - - - I- - - - - - - - � BASEMENT A29 BATHROOM PLANS In cI cvnTlnn _ - — ROOF PLAN A17 BUILDING SECTIONS �3vw^^' unl lei of n"I ND ELEVATIONS- S02 SECOND FLOOR FRAMING PLAN I I 1 1 1/2" 1 1/2' 3'— A04 1 112" 3" 1 A05 BASEMENT RCP A18 BUILDING SECTIONS A31 iLQSETT-PEA1NS ISI D ELEVATIONS S03 ROOF FRAMING PLAN I I I � � I � A A06 FIRST FLOOR RCP A19 FOUNDATION DETAILS A32 LAUNDRY--PLANS-AND ELEVATIONS TIONS SO4 STRUCTURAL DETAILS I — A07 SECOND FLOOR RCP A2�0 EXTERIOR DETAILS , 331 INTERIOR ELEVATIONS AND DETAIL S S05 TYPICAL STRUCTURAL NOTES & DETAILS ) ) FUTURE BATHROOM 004/ FUTURE BATHROOM 008) A08 BASEMENT POWER PLAN A2 ZIN"ETAILS -A34-fNTERIOR-ELEVAT10"v� ""'^ ^�T^'LLS HOUSE TRAP A09 FIRST FLOOR POWER PLAN ,421-r-r,4 rr�i-C-.-ANOPY-DET-4iL� -A35 EXTERIOR M LLW$RK_DET-AII�S TO NEW SEPTIC SYSTEM A10 SECOND FLOOR POWER PLAN -A23--WALL-PAS EL DETAILS -A36-MDOWAND-DOOR DETAIL 2 PLUMBING RISER DIAGRAM GENERAL NOTES SCALE:NTS ;..!> n 4 1. THE STRUCTURAL PLANS, TO THE BEST OF OUR KNOWLEDGE, COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE NEW YORK STATE BUILDING °a. � � �. �• � ��:{ CODE. KEY TREE LEGEND WELL I 2. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK, LATEST EDITION AND ALL C � l i n e e C e d. o -UTILITY POLE 'p� . =(5)TREE APPLICABLE FEDERAL CODES, STANDARDS, REGULATIONS, AND LAW R I WELL (1)MAPLE =(3)WILDCHERRY (3 z' I I 3. WORK NOT INDICATED ON PART OF THE DRAWINGS BUT REASONABLE IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL (TYPICAL) Q =TEST HOLE �L I BE REPEATED. I = 4 RUSSIAN �'y,%, SEPTIC&LP ��y 4. IF ANY CASE OF CONFLICT BETWEEN THE NOTES AND DETAILS, THE MOST RIGID REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL MAKE NO PfCC 1. I ® =MONUMENT =(2)CEDAR Z • q OLIVE BUSH yk =(6)EVERGREENS \ -yam I I DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. `r✓ 34 36 38 4 \ 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND COORDINATE WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER FnergyrCode! 2010 NOw Yark Energy Conservation - - -— I p � - - � I CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. Location: Suffolk County, Now York \ , \ Cn 42 I 6. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES,AND UTILITIES LINES FROM ALL DAMAGE. Construction Type: Single-family 32 , C I 7. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. Project:TypL�y Now Construction N52028'00"E EDGE OF LAWN 398.48 + I 8. THIS RECORD ENGINEER PERMITS ONE BUILDING PERMIT AND ONE STRUCTURE TO BE BUILT WITH THIS SET OF DOCUMENTS AND SHALL NOT BE 'Conditioned Floor Ama. .0 ft2 sp RESPONSIBLE FOR ADDITIONAL STRUCTURES BUILT USING THESE DOCUMENTS. GlaNnq Area ;2 1 \ .. CMF„ UTILITY 9. THE ENGINEER SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN AND SHALL NOT BE RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. t �^ 4 7 CMF I 10.ALL LABOR MATERIALS AND CONSTRUCTION SHALL COMPLY AND CONFORM WITH ALL RULES REGULATIONS CODES AND ORDINANCES OF ALL Climate zor . (5. 50 . ... . ) \ OF POLE OJV 0 Permit Datt: \.. . .. .. .. . LOCATION FRA °� o FEDERAL STATE AND LOCAL AUTHORITIES CT (OSHA). cs ro Permit Number. " � IT IS THE RESPONSIBILITY OF THE-CONTRACTOR AND ALL DTRADES OTO ENSURE OSTRICT COMPLIANCE WITH ANY REGULATIONS AND/OR RESTRICTIONS UNDERGROUND 1 00 ME ME BUILDING ENVELOPE m 1�r1. r A. f�nU (Desi ner/Cor'Itractor< . . .Construction Site; C / / Im y 11.WALL SHOUTLINEDEATHING MUST EXTEND TON ANY SPECIAL TOP OF WALL PLATE AND BE NAILED OFF ON BOTH PLATES, ALL STUDS, SILLS, SHOES AND BAND JOISTS 955 Edwards Lane +oath m and J>�I ". Yahalorn Serg Design Archlte�cturCn J / \ . _ " 2 ACCORDING TO NY STATE CODE.GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2X4 BLOCKING ON 2 FOOT CENTERS BETWEEN RAFTERS AT Orient, NY E OF 8 FEET TOWARD THE BUILDING. / RI c) SUMAC GROVE_ Z W vvAr /� /1 / W c . . Rel* I EII rp 12.ALL PLUMBING S TO COMPLY WITH THE LATEST OF NEW YORK STATE, COUNTY AND LOCAL HEALTH DEPARTMENT CODES. N/O/F E I �_D » „ , .. . v ...�... .... .... .... ..... ..... .. R... ... ...� .. ..... .. �..., ......... ,�..... .... CONTRACTOR HALL FURNISH AN .... ... .. ... .... .... .... .... . �.. .., .... .... ..... . . . � _ CO �`�l. . °' ' 13.ALL ELECTRIC WORK IS TO COMPLY WITH NEW YORK BOARD F FIRE UNDERWRITERS REQUIREMENTS ELECTRICAL CO O S U ,.. .,. .... .. .. ... .... ... . .,......... .,:. ... ... . . .:... . .. , ate..... �1 O I U Q �,., .... .. ,._: ..t . . .. ,, :,,:a.. :.. .�......... s,. . ........:. ... .... ......_ ..,,.........,. .... . ..._.:. .�. .... . . .. . DEBORAH z ,:.1, UNDERWRITERS CERTIFICATE TO THE OWNER. Cnm lmvict: 0.3%Better Than Code Maximum UA: 1197 Your UA: 1194 - � FLYNN . � • .. - � '��, 's`".. W � W -P . . � 13�.D1p. �- � �.. ., � B3+36 :..; � +LP c N � I 14.PROVIDE HARD WIRED AND INTERCONNECTED SMOKE DETECTORS AS PER N.Y. STATE CODE (LATEST EDITION) �'x att��oe Vti®r 71�arI Ruo Ind&y rgfi,wu h�tim elm to cunp1l;mn el 1 u1a�I%bAlgrt on cv9 tr of nal . AND - 171 1 oo faOTpr ual c�I� a� + r vu xal e��r��+'��I�ini��L1�1�c��r��s"s�, COLLEEN O ..:.::. :. z DD'° 3'.5 +37.5 15.D0 NOT SCALE DRAWINGS REFER TO WRITTEN DIMENSIONS CONTRACTOR TO VERIFY ALL EXISTINQ CONDITIONS AND DIMENSIONS IN THE FIELD AND + O SMITH m GA EN <? � NOTIFY OWNER OF ANY DEVIATIONS OR ANY DIFFICULTIES IN THE LAYOUT. o \ m •g .8p6 - ;.-..`.. -`, - `°d°� " 16.THE INSTALLATION OF ALL PRODUCTS SHALL BE NEW AND SHALL MEET ALL MANUFACTURER'S SPECIFCATIONS. 8I �. 9 RP 9 • I +37 r'l.. z r oi° + m 17. NG, COLLAPSE, DI MISALIGNMENT ACCORDING TO 150 : PRo� 50.0' PER IOUs . t°' .'' _%:�• �,:�� .. r ALL CODES PROTECT NG ALL WORK DURING DEAD DISTORTION PRACTICE. :. ""<:- :•, ... .:: . . <:. :::• ::. .. :::, :: .:. .>:: ... .: -.....:..... :....... DEMOLITION AND CONSTRUCTION AGAINST STANDARDS AND GOO P DRI E AY GG 3 ary 1 I 3 h yg5 y 'r S Y `3u F RECORD HAS NOT BE ,.:..:..... . >.::: :.. :.: .. . .. . <. .. :.. . . ,.�. 1 COORDINATION. ENGINEER OF RECORD IS NOT RESPONSIBLE ., • , • ,. • ,••, ,,. , . ., ,. .t. , ,. ,. , : .. . : , . _ , .. :.; � I 18.THE ENGINEER O BEEN RETAINED FOR ONSITE INSPECTIONS AND ,5 ON, INSPECTION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FOR SUPERVISI SPECTI NORT&WDad'Frame,16+i oxo 2,532 .38°0 0,7 0<a44 72 II WELL »3'.5 UTILITY 19.TOTAL HOUSE HEIGHT NO TO EXCEED 30 FEET FROM NATURAL GRADE ELEVATION. GRADE APPROPRIATELY TO MEET HOUSE HEIGHT RESTRICTIONS \ POLE Cu in Wall:fleml ra1nw:f�>1 utile Pane 429 4a'S0'0 1 I & \ +38 10 MIN. f� C1i I AND PREVENT DRAINAGE FROM SLOPING TOWARD HOUSE. VERIFY IN FIELD ALL ELEVATIONS AND HEIGHTS. 6"Di. Ism �SII�Ii11+3)Above,81:Metal Frame wltl7Tt�ert�q 1 Br alp, l�ble'Pat a rltla 339 0,x#00 13S � SEPTIC � I �� • � � 201OCATION OF ALL STRUCTURES ON PROPERTY IS NOT THE RESPONSIBILITY OF THE DESIGN ENGINEER. ALL SETBACK LINES AND STRUCTURE Low-F CLEAR 2$ \ N ( w tee' iU LOCATIONS SHALL BE LOCATED AND STAKED BY OTHERS. �� " Glass{31141nq)B.almv 81:Metal Frame wlth'Mfrrrlal BrealriTriple Pane whir 32 01360 12 ° ? � - 21.STRUCTURAL ELEMENTS THAT ARE UNCOVERED DURING THE COURSE OF ALTERATION AND THAT ARE FOUND TO BE UNSOUND OR DANGEROUS LowaE \ go �4p I SHALL BE MADE TO COMPLY WITH THE APPLICABLE REQUIREMENTS OF NYS RESIDENTIAL CODE. Glass{Foidi:n, )Below S'q Metal Frerrl With T11arTl�al Brad,Triple Peng 1i'tE� 72 11,340 24 \ \ LAWN PROPOSED \PRION.., 0 22.ALL CONTRACTOR PROPOSED MATERIAL, FIXTURE, FITTING OR FINISH SUBSTITUTIONS TO BE PRESENTED TO ARCHITECT FOR APPROVAL BEFORE l�iN- oo' r 5 BIEDROOM 5 W „ )HOUSE SrPTi = O INSTALLATION. Entry Dearer:81I1d 36 0°300 11 21CONTRACTOR RESPONSIBLE FOR EMERGENCY WEATHER PROTECTION STORAGE SHEDS AND PLATFORMS FOR SUBCONTRACTORS CLEANUP AND 2. SOUTH;Wood Frarre,1611 ox. 2,233 .38.0 0,0 0.044 61 11'DI ' +37 +37.5 FF+ • A. -n .. :. m \ I , , ..n 60:0' REMOVAL OF SUBCONTRACTORS TRASH AND REMOVAL OF FAULTY EQUIPMENT. Class�Sllding)Above 81:Metal Frarne;Tdple Pare 756 0400 302 - r I 1g5 �� ,R > 24.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LIVING ROOM MILLWORK, BATH MILLWORK S�Qe`y TOREN IN HOLE O 2 NTRACTOR TO PROVIDE SAMPLES OF THE FOLLOWING FOR ARCHITECTS APPROVAL BEFORE INSTALLATION: STONE COUNTER TOPS, CABINET AND Glass�Slldln }BIo�ry 8 Metal Frame with Thermal Bre' l .Trl +i Pane Yrla ►1,350 33 75.0' , I 5.00 Lowe, �Pt�R ^ MILLWORK FINISHES, TILE FLOORING. WEST.Wood Frame,1V ox- 1,281 38.0 0.0 7°044 5th � \ FRO',"OSE:D v�v'E L QRoeO>�. � LAWN \ � 26.CONTRACTOR TO ALLOW FOR 6 PAINT COLORS. PAINT= 2 COATS OF BENJAMIN MOORE ON PRIMED SURFACE. Glass JSllding)Below 81:Metal Frame wlt; Thermal Breakffrlple Pare with 72 0°360 26 I 27.ALL MILLWORK TO HAVE CLEAR LOW LUSTRE FINISH. CONCEAL ALL FASTENERS. laz - LAWN \ ;d I ,,,y, 37 \ \ 4p 28.PROVIDE & INSTALL GRAVEL & FRENCH DRAIN PIPING TO TAKE WATER FROM DOWNSPOUTS AWAY FROM BUILDING. Class(Folding)Above S': Distal Frame ivIth TherrriAl Broal<;Double Pane with E0 0.370 19 O . . R-Ja 3B / 29.ALL NEW GRADING TO BE SLOPED AWAY FROM BUILDING. Low-E _ ""o V €,.. ..,.. +37.5 � JR Ghee�Foldl q)Below 8": fatal Frame with Ther nal Breuk.,Trlple Pane w1th 1l8 0340 f I 4S,0„ �.� �� N Low- ®� I �o R�p°o ga° r� o ENERGY NOTES EAST;Wood Frame,16"ox. 1,ra�8 38,0 0,0 11:,044 66 ,no \ �°pp, RAISED TOPOGRAPHY' O OGRAPHY o Glass'�51ldin }Above B, til Frar17 :.0o�ll Pare Wltll Low-E 77 0n404 29 I .: AND EXTRASCREENIN O m m 1. ALL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE NY STATE ENERGY CONSERVATION CONSTRUCTON CODE (LATEST EDITION). 7 1 N/O/F - -n w 2. THE ENGINEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE THAT THE DRAWINGS COMPLY WITH THE NY STATE ENERGY CONSERVATION 1 O Glass(Folding)Above 8',Data)Frame with Thermal Break:Doubla Pane with 34 0,370 20 U � , LDI E E ® I DAVID P 38 W r, CONSTRUCTION CODE. Low HER ? 11 _ " - FOLDING DOORS ABOVE 8'-0" SHALL BE I FIS SCREENING 3. EXTERIOR SLIDING DOORS ABOVE 8-0 SHALL BE U-.4 MAX SLIDING DOORS BELOW 8-0 SHALL BE U-.36 MAX, FO N Glass tFoldIng)Belot 8': Petal Frame with Therm,I Break;Trlpla Peng with 24 0,34D 8 SCREENING Low-E 1 �So - - U=.37 MAX, FOLDING DOORS BELOW 8-0 SHALL BE U=.34 MAX, FLOOR: R-60, WALL: R-38, CEILING: R-60. N CC G PORCH WEST;Wor d Frame,162 o, ° 208 38,0 0,0 0,044 9 2 CMI= CMF � 4. ALL BUILDING MATERIALS, COMPONENTS AND ASSEMBLIES THAT ARE CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR 0 -• E 8 00 k Al � e ry BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. PORCH EAST:Wood Frarne,16"ox. 208 38.0 0,0 0,044 5 `wv gin• � 'w,�� UTILITY Glass�Slidll-g�Above l�' R�1�t�11 rsttle:l3��b1� �t1s�with t Lt�+r -E 1£�2 �I,400 41 I 1 Srj2oZ$�QZ111W 5. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION AT ALL PLATE LINES, RIM JOISTS AND ALL CORNERS. LI OF CEDARS LINE OF 1' EVERGRES�S POLE 6. ALL HOT AND COLD WATER PIPING AND ALL DUCTS SHALL BE INSULATED AS PER CODE. Floor above Garage;All-Wood Jold9rLssmOverUnr�nditioned Space 560 60.0 010 01018 10 \ � 30 32 34 389.38' 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT TO THE BUILDING DEPARTMENT THE SIZE, DESIGN AND TYPE OF MECHANICAL ROOF DECK:Fleet Ceiling or Scl orTruss 1413 60°0 010 0,024 34 \ HEATING, COOLING AND HOT WATER SYSTEM THAT WILL BE USED. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE $ 0) Z A MINIMUM COMBUSTION EFFICIENCY OF 75%AND SHALL HAVE STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL ROOF SECOND FLOOD: Flat Calling or Scissor Tress 1,807 5D,0 110 7,D24 43 \ ��G I + N \ SEP -4 y .�,� EQUIPMENT SIZE, Foundation Wall:Solid Concrete or Mason 1,792 18.0 12M 0,027 48 WELL o Wall "lot: 10.0 �° \ GLEPFt + (0 N I a'JC � 8. IF APPLICABLE- HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH THE TABLE 4.6 OF THE NY STATE ENERGY CONSERVATION Depth below grade; 10.0' \ N/O/F � , \ C5 �:� � �� .� SPECIFIED IN TABLES 4.8, 4.9, 4.10 OF THE NY STATE ENERGY CONSERVATION CONSTRUCTION CODE (LATEST EDITION). Insulation depth: 10.0' BARBARA BLOOM �� AREA OF � ( � �� 9. ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 45 DEGREES THROUGH 75 DEGREES F. FOR COMBINATION HEATING AND COOLING THERMOSTATS Camplierloa St'ateme�t: The proposed building design dasc0ad Fere Is consistent with the building plans,specifications,and other � SEPTIC HOUSE � I � THE ADJUSTABLE RANGE SHALL BE BETWEEN 45 DEGREES AND 85 DEGREES F. calculations submitted wIth tha permit applicatlon. The proposed building has been doslgned to beet the 2010 New York Energy � �` 10.HOT WATER TEMPERATURE CONTROLS SHALL BE SET AT 140 DEGREES MAX. Conservation Construction Code requirements In 8 EScheck Version 4°1 ,2 and to comply'with the mandatory requirements listed 1n � I 11.ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A MAX. OF 3 GPM AT 60 PSI WATER PRESSURE. the RESchech Inspection Checklist. SITE PLAN � � I -�=- 12.ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR OF 150 TO 200 CFM. FLUE TO HAVE A TIGHT SEATED DAMPER \ AREA OF SEPTIC l WITH AIR LEAKAGE OF 20 CFM MAX. � I Name-Title Signature Cate BERGDESG YAHALOM RESIDENCE SITE PLAN, NOTES, DRAWING LIST, ENERGY NOTES, PLUMBING RISER DIAGRAM ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 APR 15, 2016 NOT FOR CONSTRUCTION PROGR SS PRINT MENT it AN 08, 2016 PROGRESS PRINT DESIGN DEC 09, 2015 CURTAIN WALLICING 1 MAR 02,20FEB 11, 1 6 PERMIT SET MECHPROGRESS APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12,2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20,2016 92'-9" 21'-411, 16'-13„ „ 26'-83„ 5'-11„ 4 4 7-10 4 15-7„ 4 19'-81„ 5,_41„ 31„ 31„ 2,_71., 11'-43„ 8,_21„ 31„ 6,_31„ 4,_31„ 10" 4 10" 8" 6'-6" 8" 2 2 6'-1" 2 2 4 8" 4 2 4 10" 4 10" 1 2 2 1 A14 A14 A18 A11 „ „ „ „ „ 4 1 R.O. 1 11' 4 1 R.O. 3 11 8'-1 R.O. 5'-34 4-1R.O. 10-2" OOOOOOOOOOOOOOOOOOOOOOOO o 2 1 1 1 `- FOUNDATION WALL HEIGHT LEGEND Q - A17 A18 A17 A13 Q r, CONCRETE -12'-0" in CURB ABOVE 18" DIAMETER SONOTUBE w/ -8'-3" -0'-4 112" 0 - - - - CONCRETE PILE f -- PILE �� 18 DIAMETER -3'-9" +4" Q 25'-104" CONCRETE BPILE 4'-8" \ - - 0 � \ +2'-6" 0 0 0 0 0 0 l 0 0 0 0 � � 0 I SYMBOLS LEGEND BRIDGE ABOVE mid GARAGE ABOVE NEW CONCRETE ti �'d,� I I I •-iv FOUNDATION WALL N `-C},`t N N O Cn I I � M� I N � NEW INTERIOR/ \ EXTERIOR WOOD 0 _L I N _ FRAMED WALL ROOM Q SLAB ON GRADE 20'-04" 0 ROOM NUMBER lo I � 0 l M O1 INTERIOR DOOR p �"�j ��?- 1 CONCREtEER o NUMBER 2 �,, w,... I I A13 °o PIER EXTERIOR DOOR/ 0 O WINDOW NUMBER 0 -BOTTOM OF SWALE co --- .. .---!----------- - -BOTTOM OF SWALE 1 PARTITION TYPE - �- - - - 1 1 Al2 � RADIUS I COLUMN z 1 Q FOUNDATION WALL FOUNDATION WALL p = NEW CODE 5��X €, 1„ o HEIGHT CHANGES HEIGHT CHANGES Na 22 4 A000 2 ELEVATION KEY COMPIANT _ 3, p„ .-iN �t RESIDENTIAL 15 S.F. `O DN DN ELEVATOR `Y' o - ------ . ... _... ............ ........ ......... ..........-- ........ ..... ..... .......... 3 ..... ............ ......... ............ L-J ........ .... .... ............ r . 1 °� - - - -- DOWNSPOUT bo SECTION KEY .... 001A I L 0(�1BT I....... �00'1C I T OO�D A000 I I ( I I I I I I 001A 0011 004A .... ..... ......... 006A... FUR OUT EXTERIOR } 1 �iN MECH. I I I I I ( I ( I I I I L FIRE RATED SELF WALLS TO CONCEAL FOUNDATION WALL I CID - A15 .CO DOWNSPOUTS HEIGHT CHANGES o SMOKE&CARBON 002 ( I I I ( I I I I I I CLOSING DOOR FUTURE BATHROOM: CD S _I- LL -I- LL -I- LL -1_ L I 1 MONOXIDE DETECTOR F_= -- - - - - - - ------� FOUNDATION WALL g_g X g�_p I HEIGHT CHANGES FUTURE WC 14'-6"X 16'-0" 008A PROVIDE FIXTURE " /� I STUB-UPS IN SLAB I 91 S.F. I I/ NEW 48 WIDE STEEL 220 S.F. STRINGER STAIR 6'-0"- 11'-4" UP 60 S.F. GYM FUTURE BATHROOM: - 002A 001 PROVIDE FIXTURE STUB-UPS IN SLAB Fh l co 29'-3"x 19'-0" FUTURE 008A FUTURE in / 471 S.F. BEDROOM I BATH c� co FIRE RATED SELF N N CLOSING DOOR / Z __ .. 0 0 0 0 0 0 0 o 003A 0 1 .........__. ............. 3'x3'xl2" R.C. - PSL COLUMN 3'x3'x12" R.C. - �' 8'-0"X 9'-3" 0 A16 0 FOOTING I PER S-DWGS FOOTING FUTURE 78 S.F. DRAIN 0 009A I COLUMN COLUMN CLOSET 3 3x12 R.C. FOUNDATION 0 x i o PSL COLUMN STEEL COLUMN FOOTING W 0 PER S-DWGS PER S-DWGS .......... . ALL HEIGHT r> Z 6'-0"-4'-9" STEEL COLUMN CHANGES UP o 28.5 S.F. PER S-DWGS.......... ... . ...:.... ... ..�.............. O UNFINISHED STORAGE _........ ... ..._.. o O 003 .... _ -. - FUTURE 00 12-8-" „ 16i-8- O _ 2 8-5 2 31-10 COLUMN MUDROOM ao 0 18 X 18 R.C. PIER - 005A / UNFINISHEDBASEMENT - o FOR COLUMN ABOVE COLUMN i / 0 5 0 0 1 2 co 4'x4'x12"R.C. - ABOVE COLUMN � COLUMN Al2 co ABOVE ABOVE 0 FOOTING ....... ............ ..... ............. ............. ............ 0 _ -- - - - - - - - `t.... - - - - - - o COLUMN \ - 0 1 004A / r>w io Nv SIN °' ............ ............. ............. .......... ............ ............ ........... ............. ..... M1 r COLUMN / 1, .. 23„ 23„ - - - - - 0o N o COLUMN Z „ ; 4 4 - - - - - - 0 0� r� ABOVE ABOVE PER z - o S-DWGS \- - - o N J 3 U O - - - - - - o �o MN �� 674 S.F. r� ST 006 GE - - - - - - 0 0 SLAB ON GRADE °' 116"- - -` - 6„ 4„ 4„6„ r 6' „ - 0 ABOVE 16'-8"X 15'-0" _ 0 STORAGE C, 004 250 S.F. o 0 18"X 18"R.C. PIER 18"X 18" R.C. PIER 18"X 18"R.C. PIER o FOR COLUMN ABOVE FOR COLUMN ABOVE I FOR COLUMN ABOVE 1 4'x4'x12" R.C. 2 -- 4'x4'x12" R.C. 4'x4'x12" R.C. O FOOTING A15 FOOTING COLUMN COLUMN FOOTING o - - - - - - r _ ABOVE - - - - - - ABOVE - - �- - - - - - - - ° o COLUMN COLUMN O O _ COLUMN i i PSL COLUMN PSL COLUMN N,r ABOVE PER in - NN ABOVE PER v ABOVE PER i� _..... . ...... . .. ... _. .. ...._... .. ....... ....... S-DWGS �1N ` S-DWGS io S-DWGS �- i ............. ......: i z 0 I I .. ........... . ....... ........... ........... ............ ... ............. ............. .......... cfl`i o � LSI i Lilo 2 p O O U U A11 1 ...... . ..._........ ..0..... M� 4 17'-2" 15'-7" 15'-114" 0 BASEMENT PLAN RET Al2 1 SCALE:1/4"=V-0" WALL o � 3 1„ 3„ 1„ 1, 0 2'-114„ 1 p„ 16'-64 101, 23-104 10" 1 p„ 16-64 10" ' 1 ° r 3, 1„ 20'-31" 17,-43„ 25'-61„ 31'-61„ 18'-21„ 4 4 4 4 4 4 " 116'-31„ 4 4 10 BERGDES GN YAHALOM RESIDENCE BASEMENT PLAN ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 E DWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED OESS PRINT DEC 03,2015 STRUCTURAL DEVELOPMENT II DEC 09,2015 CURTAIN WALL0EVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31, 2016 PRICING I FEB 11,2016 MECCH PROGRESS APR 15,2016 DESIGN EREF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02, 2016 PERMIT SET APR 18, 2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20, 2016 87'-74" SYMBOLS LEGEND 71.. NEW CONCRETE 8" 20--l" 4 7777277 FOUNDATION WALL NEW INTERIOR/ 7'-8" 6'-1" R.O. 7'-74 FRAMED WALL10,EXTERIOR WOOD DOWNSPOUT ROOM FUR OUT EXTERIOR 1 ZINC FRAME: 2 0 ROOM NUMBER WALL FOR DOWNSPOUT A14 SEE DETAILS A14 OINTERIOR DOOR CONC. 1 NUMBER ~ GARAGE 109A N APRON OEXTERIOR DOOR/ 2 1 2 1 1 1 1 WINDOW NUMBER A18 A11 A17 A18 A17 A13 < 1 � PARTITION TYPE UP 0o 4 A000 2 ELEVATION KEY _ NOTE:ALL DOWNSPOUTS PIPED TO DRYWELLS. ti USE GREENBOARD @ ALL WET LOCATIONS I............... 3 ............. I 9'-54' { 5'-22" ... { 19'-11" 15'-7" 1 SECTION KEY o CONC. SLAB PITCH TO DRAIN , A000 r 16'-1- 5-'1 -7- 3" 1�� 1� 1. 1„" 4'-31 ........... 51 17'-33" 31 1'-10� 5" 1'-13 13'-91" 73, 4 2 6-11' 2 4 2 2 2 4 2 4 2 4 2 4 . .... . .... . @) SMOKE&CARBON MONOXIDE DETECTOR m V 10'-2" I ..._......4�-0��R................... 4.51„ 9._33„ N °° 00 15'-101"R.O. {... IN � 109C `� N 2 .O. � 2 12'-1" R.O. 4 4'-1" R.O. 6'-2" 00 DOWNSPOUT 1098 1 HOUR ,. I ENTRY IT] o RATED `�' BRIDGE: z GARAGE :7 SHAFT �............. SEE ............{. 2 1 109 TOOL io A13 Al2 STORAGE � DETAILS I 36" HIGH GUARDRAIL 20'-0"X 28'-0" _ GUEST 593 S.F. 1„ 1" BOTTOM OF SWALE I BOTTOM OF SWALE PARKING o 109B 8" 11'-1" 2 X-7" 2 4'-10" - - - 3- — � (D IN TO DRYWELLS) (DRAIN TO DRYWELLS) I ZINC CANOPY UTILITY ZINC FRAME: z :'; ABOVE VENT FOR BOILER&ERV i SINK SEE DETAILS p ELEV. "'`' '; z GARDEN / \ TF _ S'-0 X 36"HIGH S.S.p ZINC FRAME: FENCE FIRE RATED SELF \ SIN 3'-0" ENTRY Md DN DN 109A \ I �, TEMPERED FIXED v 15 S.F. �? CABLE RAILING SEE DETAILS DN CLOSING DOOR GLASS CURTAIN WALL -� co r.• �r J o b -DI lji� DOWNSPOUT o \ GARBAGE/RECYCLING SHED \ �' VV— -D 107A 10 B 10 C 107 1006 100A 102A I 4'-9"X T-2" BENCH `\.. . \. . / \ . / \, =�` 33 S F FUR OUT EXTERIOR FOYER \ riN CONCEAL _.:.... ii"uA LAUNDRY -_C . 11'-0"x T-0" .---- 110A DN FIRE RATED SELF WALLS TO •-IN A15 = �� 110 DRAIN 77 S.F. / �� CLOSING DOOR 100 o DOWNSPOUTS (O M o -' I - WC STEEL STRINGER STAIR 62 S.F. / � CO 1038 �108A108 L �� /\ DOWNSPOUT - - - - - - - - - BUILT IN -IN BOOKCASE NICHE UL RATED GAS APPLIANCE ____--_ _ ----- �iN MECH. CHASE co CL UP INSTALL AS PER MNFR. SPECS —��N M _ 4'-9" PSL COL. GARDEN _ : - MIS; IN _� 101 x 2'-0" PER S-DWGS w FENCE �' BUILT IN BENCH: SEE DETAILS x "' LIVING ROOM 101A _ ....... _...... —IN IN 31" 32 RAISED RAISED RAISED RAISED 1. 1" 17 3 1 .... . ... .. ... ... I 0"X 19' 4' �"X 6' 0" 3,. o "• BATHROOM 1 1,. 1„ _ GARDEN �� 8" 8 1121'-10" 3'-7" 2 4'-10" 74 4-24 12'-0" 103 8 S.F. BED BED BED BED 'u, �' �r U _ - -- ;� �' FIREPLACE FLUE PIPE ..... M U R00.. ...... s F . .. PSL COL. PSL COL. HALL AND STAIR STEEL COL. O 1.14A....... . . O ACCESS 103A PER S-DWGS LOJ A16 114 _ PER S-DWGS 107 PER S DWGS STONE CLAD HEARTH BENCH o O �t LO ----- M IIIA SIN ACCESS DOWN-.- PSL DWG L. PER OFFICE - - 0 -� O O DINING G o CL (,� PANEL _.. .. . .. SPEED WINE ? i� STEEL COL. 115 GATE GATE SPOUT S S 111 REF. FRZ. 1 I 1T-8"X 12'-4" PER S-DWGS FISH TANK' O OVEN REF. .- / GARDEN \ 12'-11"X 8'-0° L.-..-.J................0.-..—.. ...—J._........�._. ............:._ — co / FENCE - - cYibv o \�"'� 83 S.F. r5i�t UL RATED FIREPLACE _ ................._ ......... 23'-C)" 2 '_0" ... .._..._. . ..................... cfl \ 50 106A �115A / D18" INSTALL AS PER - -------------_ X 3 ,. �'�_ 525 S.F. O WOOD FLOORING MANU. SPECS -- PLANTER DIRECTION 04A 2 PSL COL. PER PSL COL. . - DOWN- �+ NEW P S DWGS 1028 L:�t NON COMBUSTIBLE Al2 SPOUT : S-DWGS PER S-DWGS HEARTH STONE W KITCHEN APPLIANCES, STEEL COL PER ... ..... ... _........_....................:......_..... ..................,...._....._.......--------..............._._._............................_........-...... FIXTURES& FINISHES.SEE - - - -:— — - - - - - - - - -: DETAILS o I— ' TA _.._ - ..... .. . 111A p w PSL COL. 3'-0"TYP. STEEL COL. PSL COL. PER O PER S-DWGS e� : O O - ; T PER S-DWGS S-DWGS .............."................._..:....... - ....... ....... ........__. ............................................. ....._.................... ......................................,---- ...........-------- ........... a... . ..... ...... .............................. ---- .............................. w 4 KITCHEN p O ...._. 106 o O OFFICE o _ __......_. ....... . ..... .......__.. . . ... --- ------..... D - 3 _ . r N� M� O O FUR OUT EXTERIOR Al2 W FOR DOWNSPOUT o N ALL O 0.. ...._........_ ...._...._..................._.._......I_................._............ _....... _........... _........... a _ ...................................:.._....................__.... ..: _... ....-- _...... - .......-_:......._._._............................................._......._. ......_........................._.._.. _. _..._ ___........ . .._.......... _;........ ._.....: COVERED PORCH IN C mac`' COVERED 10 C N -' m 00 r r PORCH - _.... _......._.... MIS , I , .. . CONC. PAVERS O ON COMPACTED 17'-0"X 20'-3" SUBBASE (I9 BBAS 345 S.F. 4 O GRILL AREA / OUTDOOR U Al2 ' DOWN- � ', / 106A ii 2 COL. PER O COL. PER D NSPOUT SPOUT - - - - - - ROLL DOWN ROLL DOWN COL PER M _ S-DWGS S-DWGS... ... S DWGS A15 _. _ _.. _..... _._ INSECT SCR N REEN o ........._ SC PSL COL. _ — ' DN O E ' E PER S-DWGS �..-- - - - - - - - - - - - - _.. . ... - - — — — — — — — - - - - - - - - - - \ .. - - - - - - - - - - - - -- - I DW [ I DW - - - - - - - - - - - - - - - - COL. PER FUR OUT EXTERIOR 104A 1046 M ih COL. PER _ OUTLINE OF :.... ............: ...... S-DWGS L O _O._- -WALLS TO CONCEAL - — �iv _F7� DOWNSPOUTS S-DWGS DECK ABOVE DOWN 106iB DOWN DOWNSPOUT 00 SPOUT K SPOUT PRECAST PAVER DEC PRECAST PAVER DECK 1. 1. 3 chw 2._11" 9'-03" 8'-41., :A11.. .... 1'-4-' 2-11 S-1-' 6'-1"R.0. 4 4 8'-1" R.O. 2 2'-1" 28'-1" R.O. " 4 2 412'-1"R.O. 4 I I 3" 1 3"� 1,. 3„ 1 3. 1 1 1, - 11 -8- -� 24-2 15-2- 15-6- 74 2'-3 ............. _ ...._..-------- ......_.._.... ..... ... ............ .................................. ... 7 1 22 2 .:, ... ......... .. ..... ..... ..... . _... .--25-5 8 4 2ol 11 4 10 2 g° 4 2 1 FAP dip O(J 3'-22" 25'-5" 12'-44" 25'-6�" 31'-64' 18'-24 FIRST FLOOR PLAN 116'-34" SCALE:1l4"=1'-0" �H BERGDES G YAHALOM RESIDENCE FIRST FLOOR PLAN 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 ARCHITECTURE 965 E DWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 DESIGN NOT FOR CONSTRUCTION PROGRESS PRINT II DEC 09,2015 CURTAIN WALL AN 08, 2016 PROGRESS PRINT ICING I FEB MAR102,2APR 15,2016 REF NO: 178 0 6 PERMIT SET 16 MECH PROGRESS APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20,2016 SYMBOLS LEGEND 21'-44 �; NEW CONCRETE 1 LG11Ll-� FOUNDATION WALL 8" 20'-1" 74 NEW INTERIOR/ EXTERIOR WOOD7'-8" 6'-1" R.O. 7'_74„ FRAMED WALL ROOM DOWNSPOUT [� ROOM NUMBER WITHIN FURRED 1 ZINC FRAME: 2 2 1 2 ri 1 OUT WALL A14 SEE DETAILS A14 A18 A11 A17 A18 A17 CD INTERIOR DOOR NUMBER EXTERIOR DOOR 200A OWINDOW NUMBER I' � 36" HIGH S.S. 1 }— PARTITION TYPE CABLE RAILING 1 ISI CLOSET 4s 2 ELEVATION KEY _ 200 riv o 00 3 d 20'-0"X 14'-7" 292 S.F. 'r L� O 1„ A000 SECTION KEY 50'-84 16'-13„ 51„ 3, 51„ 1,_ 1„ 31„ 2,_11„ 51„ 10'-31„ 39, 8,_23„ 31„ 6,_61„ 1,_11 4 2 2 2 2 2 2 2 4 2 4 4 SMOKE&CARBON MONOXIDE DETECTOR LINEN _ CLOSETIN N j c 1.. 1 52 1„ 2014 5 102 R.O. 0'-14 8'-1" R.O. MULL 8'-1" R.O. MULL3-62 R.O. 3-114 O ..................................... L 1 V L.1 O O BATHROOMp �- o ._ ......... , � 201A 20:1 .201 2 1 cYi� 16'-2"X 10'-0" ...... ....... N. . ..... ....... ...... .... _ .... ....... ._.. ... ....... _ CID 162 S.F. 36" HIGH S.S `t .... CABLE RAILING .<......... . DOWNSPOUT ................ \. . .. ZINC FRAME: �� riles r RADIUS - SEE DETAILS �o ELEV.) Abd ZINC, FRAME: Mie FIRE RATED SELF 5'-0"X SEE DETAILS � CLOSING DOOR 3'-0" 36" HIGH S.S. ZINC FRAME: i• 15 S.F. ZINC ENTRY CABLE RAILING SEE DETAILS DOWNSPOUT CANOPY BELOW 131 ❑ -- -- BRED o ----------------------------------------- DOWNSPOUT WITHIN FU 203A 2 3B 20 C 20 D 204A 205A 205A 2058 206A OUT WALL O \ DOWNSPOUT 1 DN 204A A15 4"LIGHT WEIGHT CONC PAD ON SOUND KING STEEL STRINGER STAIR ISOLATION DAMPERS FOR AC CONDENSERS BEDROOM BATHROOM CLOSET °° o 202A BEDROOM BED I 204 205 206 N °D 202 o I 13'-3"X 16'-0" ...........:...........!....... 20'-0"X 1T-0" 235 S.F. !I \ 340 S.F. I o r` I 36" HIGH GUARD RAIL HALL of r� 203 4 / 202A 121 S.F. L_ 1 COL. PER COL. IPER COL. PER A16 S-DWGS 202B S-DW'GS 2031 S-DWGS 6'-5"X 16'-0" / _. .. .. . . . ..... i.. _. _. OO� 130 S.F. 103 S.F. 11....._..............._.....-_...._ _......__.................._.....-......-........... ..... ....._.� ..... .....}. ..._......._....... ........... .... ...... /..I L I \........ ��( ...� ...__.... .. . _..._.. .... _. ........... . ....... . . f. . \_._..... _....._. \ ............... COL. PER COL. PER / 1 2048 B 1..._ ...._.... .. 205 DOWNSPOUT _.................. ................................... Jp. ..... ..............-..........................L_...................................... . \ S-DWGS S-DWGS / WITHINFURRED l.. .._.. . . -... . .. _............�. _ _. .. . �.......... 1...... \..........._...._.... . . .._.... ... _. .. .. ................ .. . .........._..I. ........... ..\...._..._.._....... .. // RIDGE OUTWALL 1 <_ ............................... _................_._ .... ./_.._............L.............\ . .......... .._............ . _... ............... ... ............. ..._.................. ......_..._.. ...........\........................... — - — — — — zo ..... .. _...... ._ __....... .. ..........�. .. ._. ..._............... _. ..f .. .._ .. ........ ... ....... . ...... .�........__... \ ..._ . . ... ._.... . ._. .._..... _...... l.... . \................ __ .. _ - — — — — — — — — -._........ .................. .................. ... ............... .:........... .. . ...... ................... ..... ...... .._...... 1„ ..... . i . . ... 6,_41„ .. . ...... . 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L .................................._......._..... ......................................................_...................-............................................................................................... .. ...................... _..—. . _.—.. — _.__._...-- _..._... ._.... .. BALLASTEMB ATP l .................. .. _ .......... ........ ..... . .._.. . ........._.. . \................. / MEMBRANE / _.............._.......... DOVNNSPOUT .......... .-......... .......... _.._......_......\........... I DOWNSPOUT WITHIN 36" HIGH 36" HIGH S.S. DOWNSPOUT / COLUMN BELOW S.S. CABLE CABLE RAILING WITHIN COLUMN RAILING 2 BELOW DOWN ier - A11 SPOUT 36" HIGH PARAPET SECOND FLOOR PLAN 1 SCALE:1/4'=T-0" .Q2 ' fi BERGDES GN YAHALOM RESIDENCE SECOND FLOOR PLAN 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17, 2016 DATE: MAY 31, 2016 ARCHITECTURE 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED A06 PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05, 2016 PROGRESS PRINT APR 11,2016 PERMIT SET 11 MAY 31,2016 DESIGN NOT FOR CONSTRUCTION PROGRESS PRINT 11 DEC 09,2015 CURTAIN WALL AN 08, 2016 PROGRESS PRINT MAR 1 FEB 11,MAR 02,2016 MECH APR 15,2016 REF NO: 178 016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 SYMBOLS LEGEND 22'-0" 15'-102" 8'-1" 1'-52„ 5' -3" 20'-42° 15'-3" NEW CONCRETE FOUNDATION WALL NEW INTERIOR/ EXTERIOR WOOD FRAMED WALL ROOM 0 ROOM NUMBER THRU WALL SCUPPER OINTERIOR DOOR &CONCEALED DOWN 1 NUMBER SPOUT(TYP.) 0 OEXTERIOR DOOR/ \ 1 WINDOW NUMBER \ \ TPO ROOF 0— PARTITION TYPE \\ MEMBRANE 1 \ 4 A000 2 ELEVATION KEY \ 3 \ \ -11 14 SECTION KEY \ L SMOKE&CARBON \ 0 MONOXIDE DETECTOR \ Q' N \ \ \ \ \ - - - - - - - - - - - - - - - - - - - - - - - - - - TPO ROOF MEMBRANE RIDGE / / \\ ROOF DRAIN / \ STRAINER BASKET / \ THRU WALL SCUPPER / \ &CONCEALED DOWN THRU WALL SCUPPER \ SPOUT(TYP.) / &CONCEALED DOWN \ / SPOUT(TYP.) ELEV \ / \ ........................' / o � o / 11771 I / TPO ROOF / JQ MEMBRANE / \ / Lo .......... .... . THRU WALL SCUPPER &CONCEALED DOWN SPOUT(TYP.) FP FLUES O 0 TPO ROOF - - - - - - - - - - - - - - - - - - - - - - - - - - RIDGE MEMBRANE rid o M ............ .... .............................. ............ .. ...... ......................................................-............. ............................................................................................................. i? I M 4' 2 - 1„ 114„ 67'-10" 2 22'-04" 20'-72" 30'-42" ol co , w ROOF PLAN 1 SCALE:1/4"=1'-0" k 11 41 , 28'-6" 13'-74„ 24'- 3" 31'-4" 18'-93,, ,,. , . ol lo >� 02 BERGDESGN YAHALOM RESIDENCE ROOF PLAN ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17, 2016 DATE: MAY 31, 2016 965 E DWARDS LANE, ORIENT, NY 11957' WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED A04 PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05, 2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 DESIGN NOT FOR CONSTRUCTION PROGRESS PRII DEVELOPMENT II DAN 08,2016 PROGRESS PRINEC 09,2015 CURTAIN WALL RICING I FEB MAR11,2016 MECH APR 15,2016 REF NO: 178 02,2016 PERMITSET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 FIXTURE SYMBOL DESCRIPTION MANUFACTURER/MODEL NO. FINISH TYPE SWITCH LUTRON VAREO TAP SWITCH WITH SCREWLESS SNAP ON -- FACE PLATES IN WHITE 3-WAY SWITCH LUTRON VAREO TAP SWITCH WITH SCREWLESS SNAP ON -- a FACE PLATES IN WHITE SWITCH WITH DIMMER LUTRON VAREO PRESET DIMMER LOW-VOLTAGE WITH -- o SCREWLESS SNAP ON FACE PLATES IN WHITE -- JAMB SWITCH -- OOOOOOOOOOOOOOOOOOOOOOOO -- o) COMBINED SMOKE DETECTOR/CARBON MONOXIDE SENSOR-HARDWIRED&INTERCONNECTED J-BOX }SC RECESSED JUNCTION BOX FOR FUTURE PENDANT 0 CEILING RECESSED ADJUSTABLE ACCENT LIGHT CONTRAST HOUSING: NW3000LE MATTE WHITE L01 CONTRAST TRIM:T3145D-1 1-1 1SM 0 _ _ L02 <0 CEILING RECESSED ADJUSTABLE WALL WASHER CONTRAST HOUSING: NW3000LE MATTE WHITE CONTRAST TRIM:T3145D-11-11SM ------ CEILING RECESSED OUTDOOR ACCENT LIGHT BK LIGHTING/VERSA STAR WHP-WHITE GLOSS I I L03 13 B-VS-M R-4-WHP-9-1 1-AJ 0 CABINET/MILLWORK RECESSED ACCENT PUCK LIGHT WAC LIGHTING/HR-LED271 R-W-WT WT-WHITE L04 0 L05 PENDANT LIGHT FIXTURE FLOS- FU300561 OPAL - 0 i \II L06 H BATHROOM WALL SCONCE PROVIDED BY OWNER-VERIFY POWER REQUIREMENTS w/SPEC i 11 L07 BEDSIDE WALL SCONCE TBD -- � I I I I �..,SURFACE MOUNTED STRIP LIGHT FOR LITHONIA LIGHTING/ I I I L08 CLOSET LIGHTING. MNS5128 LP I 1 i i I L09 PATH LIGHT UP DRIVEWAY- NOT SHOWN IN RCP:SEE A05 WAC LIGHTING/6021-30BZ BRONZE ON ALUMINUM DRIVEWAY SKETCH FOR LOCATIONS&QUANTITY 0 I I L10 WALL RECESSED EXTERIOR STEPLIGHT WAC LIGHTING/WL-LED100-C-WT WHITE ON ALUMINUM 0 -------------------------------------------- EXTERIOR ---------------------- ______ EXTERIOR UPLIGHT(WALLWASH) BK LIGHTING/SA-LV-WW-65-WHP WHP-WHITE GLOSS ------___ i ----- `� L11n. ,,- --T------------- - -------------- L12 '>. EXTERIOR FLOODLIGHT BK LIGHTING/SA-LV-FL-65-WHP WHP-WHITE GLOSS Q I 1 I I 1 I 1 I L13 IN-GRADE EXTERIOR UPLIGHT FIXTURE WITH DIFFUSE HINKLEY LIGHTING/16701 MZ MATTE BRONZE Q LENS. L14 <@> IN-GRADE EXTERIOR DIRECTIONAL WELL LIGHT HINKLEY LIGHTING/16710MZ MATTE BRONZE I L15 EXTERIOR WALL SCONCE SONNEMAN -7234.98-WL TEXTURED WHITE 0 1 I CEILING FAN -- -- ------------------- ---------- --- I ------- I --- Ir I L16 ------------- / I I � SURFACE MOUNTED TRACK LIGHT TRACK:JUNO-TRAC 12 WHITE � HEADS.JUNG-TL196 OUTDOOR HEATER- RECESSED INTO EXTERIOR SOFFIT INFRATECH-WD-40 WHITE 11 H01 NOTE: ORDER w/FLUSH MOUNT 1 STAINLESS STEEL FRAME i 1 i I UNFINISHED r i 1 i I i i I _.... W.... .. OPEN TO 1 ` ABOVE _.. ti .� -. .. .. .._...W.. - ..:...:....m. -.....�. - -- ME—CH. 002 LOCATION OF NEW - LOCATION OF ELECT. UNDERGROUND 1000 METER "H" FRAME j — — _ SAL L-P7A1� �uN ` 1 FINISHE 111 _. x — ........ -....._.�..... 0000000000 /• O% � o -- SUMAC GRAVE � PTD. \ O GWB ' CEILING � o "BOLLARD"D EWAY L17 10 LIGHTING @ 12' 0.0 }° L TYP. — " ... c m w NEW CON TE _ 3 ;•,. R E .w.� �" o LE TE POOL GARDEN ".. .. GATT 1Q „ „ GR `.I HOUSE — Z � � � O w. t � L O PROPOSED"PEA. UNFINISHED { 1 0 ao TWO LAYER DEER FENC , GRAVEL ON I /f o a� TALL HIGH STRENGT o COMPACTED SUB 0 LO O BASE,PERVIOUS. BL CK PLASTIC MESH O 0 DRiVEWAX" T L UPRIGHTS S o E IRED AROU D s 0 E E PROPER T , 4 ' 3 BETWEEN F CES. L17� 1 O�: LIQ o 0 tiFjO 0 O / Fj € 0 fL1U o O LAWN 5 o PROPOSED ` I t u PTD. GWB o BEDROOM ! STORAGE CEILING i O lus FO-03-1 o • LIQ 0 rn o ENTRY BRIDGE \ O > � L17 --- O 24'- 0" t O Y UNFINISHED Liu O z 0 LAWN F0 "BOLLARD" P THWAY o LIGHTING @ 1 ' O.C. 0 TYP. r o o • BASEMENT REFLECTED CEILING PLAN O • O SCALE:1/4"=V-0" �\ O 0 O LANDSCAPE LIGHTING PLAN a 2 SCALE:N.T.S. -� \\w1k BERGDES G YAHALOM RESIDENCE BASEMENT REFLECTED CEILING PLAN ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17, 2016 DATE: MAY 31, 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 DESIGN NOT FOR CONSTRUCTION PROGRESS PRI DEVELOPMENT II DEC 09, 2015 CURTAIN WALL AN 08, 016 PROGRESS PRINT ICING I FEB 11,MAR 02,2016 MECH APR 15,2016 REF NO: 178 016 PERMIT SET PROGRESS APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12,2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20,2016 WARNINGS: FIXTURE SYMBOL DESCRIPTION MANUFACTURER/MODEL NO. FINISH TYPE This Vxm Is ONLY to ba uovi on INSTALLATIONTYPES a flat rm).-slopag wiling, SWITCH LUTRON VAREO TAP SWITCH WITH SCREWLESS SNAP ON Hmbr MUIR uto atraighl dwn ---------—------------_ rm"m 004 Hubf urrilot tm lnvtqll*4 FACE PLATES IN WHITE an a plWhad onjI& MINIMUM 3-WAY SWITCH LUTRON VAREO TAP SWITCH WITH SCREWLESS SNAP ON -W DWMRLL r.ATIRM OPEN10 011I FACE PLATES IN WHITE NOTES: IJ l71P -CAVITY SWITCH WITH DIMMER LUTRON VAREO PRESET DIMMER LOW-VOLTAGE WITH HmIm snp2ndi joravito by mArg m o SCREWLESS SNAP ON FACE PLATES IN WHITE 14"1016 t2im In 1uth"wnt III JAMB SWITCH CWIoAbuammnmmhflm odg 6In4toB1avhdamta Fowatripv.to In . r11 = RMA_M COMBINED SMOKE DETECTOR CARBON MONOXIDE MprlwaOnHI-TampfIxtursWHO 64MIWALL coIS1caAJUM TO9 SD) &md MkUmpWo Nut. &JEFLMR I HOUR FIRE RAVIO SENSOR-HARDWIRED &INTERCONNECTED Un IPloutftionrONLY 000 j* omxOP as 1z 'N1 1i i-BO,%'RECESSED JUNCTION BOX FOR FUTURE PENDANT vmcm J-BOX LEI] PRO14HOLO 11FATER P-LItH HrAIq L01 13 CEILING RECESSED ADJUSTABLE ACCENT LIGHT CONTRAST HOUSING: NW3000LE MATTE WHITE L11 TIFFLUE H CONTRAST TRIM:T3145D-1 1-1 1SM L02 <0 CEILING RECESSED ADJUSTABLE WALL WASHER CONTRAST HOUSING: NW3000LE MATTE WHITE CONTRAST TRIM:T3145D-1 1-1 1SM DECORATIVE TRIM EXPOSED FLANGE L03 CEILING RECESSED OUTDOOR ACCENT LIGHT BK LIGHTING/VERSA STAR WHP-WHITE GLOSS B-VS-MR-4-WHP-9-1 1-AJLIEU ------------------ . .•.... L': 21TO CABINET/MILLWORK RECESSED ACCENT PUCK LIGHT WAC LIGHTING/H R-LED271 R-W-WT WT-WHITE L04 EQ A 2 EQ A 2 EQ A EQ A PENDANT LIGHT FIXTURE FLOS-FU300561 OPALlo L05 OUTLINE OF OPEN BATHROOM WALL SCONCE PROVIDED BY OWNER-VERIFY GARAGE DOOR IN my 2200 yopg R pop oppo ok"a Day y L06 Ell POWER REQUIREMENTS w/SPEC TA F13 L07 BEDSIDE WALL SCONCE TBD )I SIC4 H MoolvEmm L08 ........... SURFACE MOUNTED STRIP LIGHT FOR LITHONIA LIGHTING - ---------- MNS5128 LP ON CLOSET LIGHTING. GARAGE DO L14 A� PATH LIGHT UP DRIVEWAY- NOT SHOWN IN RCP:SEE A05 WAC LIGHTING 6021-30BZ BRONZE ON ALUMINUM L09 DRIVEWAY SKETCH FOR LOCATIONS&QUANTITY 1-09 L09 L09 L14 L10 WALL RECESSED EXTERIOR STEPLIGHT WAC LIGHTING WL-LED1 00-C-WT WHITE ON ALUMINUM Csardons CAI w1m 1M. 45 I N F R AT E C H. L11 EXTERIOR UPLIGHT(WALLWASH) BK LIGHTING L SA-LV-WW-65-WHP WHP-WHITE GLOSS Fm(eta)M-W 4 FIRE RATED ------ MEM F...X-18-2300 304 B.S.#4 FINISH EXTERIOR FLOODLIGHT BK LIGHTING SA-LV-FL-65-WHP WHP-WHITE GLOSS I I \L14. ,/ a L12 PTD. GWB UWA0111 a a OUTLINE OF OPEN DESCRIPTION: W_31)FLUS.H MOUN7 PLATER FIRME GARAGE DOOR 14 (FOR U13E WITH 30"HEATERS) L13 G) IN-GRADE EXTERIOR UPLIGHT FIXTURE WITH DIFFUSE HINKLEY LIGHTING/ 16701MZ MATTE BRONZE LENS. RUTS: fl SUPPLIED wl ELECTRICAL rixTURE VmIP IN-GRADE EXTERIOR DIRECTIONAL WELL LIGHT HINKLEY LIGHTING 16710MZ MATTE BRONZE nr L14 <01> WALE. y: At 14 -47TO 17,20151 NIA mo EXTERIOR WALL SCONCE SONNEMAN -7234.98-WL TEXTURED WHITE --------------- ---------I. , __1'j - - L15 a L11 July tet ---------------1 0'.. GARAGE DOOF L L16 CEILING FAN 14 L09 11 L09 RECESSED HEATER DETAIL SCALE:N.T.S. SURFACE MOUNTED TRACK LIGHT TRACK:JUNO-TRAC 12 WHITE L17 A L HEADS:JUNO-TL196GARAGE '05) A N OUTDOOR HEATER- RECESSED INTO EXTERIOR SOFFIT INFRATECH-WD-40 WHITE Fl-09-1 14 H01 NOTE: ORDER w/FLUSH MOUNT OUTLINE OF OPEN STAINLESS STEEL FRAME GARAGE DOOR CH: 12'-0" A ............... .................... ............... ........ 0i.. .......................... ....................... GARAGE DOOI it -14 L09 ZINC °O FINISPI OIC c P: LOB > -T co cn 01 L z '04 0 PTD GWB7 LAUNDRY o : Lo C14 01 L06 L01 1-02 WIND W 01............ ............... .. ......... ................. .............. ...... 0..... C LOI 2 L01 . Lol LO'I 6 L01 OPEN TO J ABOVE WC NICHE LIGHTING NICHE LIGHTING AT 0 _j AT TOP&BOTTOM FOYER TOP&BOTTOM ILIVING ROOM co _j i Lk� to < LOI CL 102 LC 1 4 02 Eli> 1 101 CH: 12'-0" MUDROOM L09 PTD. L01 Lol L01 GWB UP 5'-6" 5'-6" 5'-6" 5'-6- 6-15" 5'-6" _j FIREPLACE L03 BATHROOM I? Lu G__ L LOI .................................................. ................................ ............. ................ ........... .......... ......................... ... ............. 21 ........... DOOR v > L01 . ........ . 103 E3 .................... LOI (z)JEDGE OF HALL AND STAIR L02 L02 SINK 3'-7" C CH: 12'-0" c:) LOG -7 ............... 9 CH: 12'-0D a i-sox DINING \C3 L02 Loi PTD. L01 L ' 0 04 L09 0 G < WB L= 1-3 O I ni ILI_ ................... ox CH: 12'-0" 3D 0 EQ 2'-0 EQ 2'-0" ml 7z ..........- 1....................... ....................... ............................... ....... LOI L01 > L01 L01 L01 LO' L01 LGI L01 L01 L01 L01 L01 L01 LOI 101 LQ. fy LO2 0 ----------- OFFICE 7 r 104 111 U) c G) G) O 12'-0" (n co cn z z L01 (n co co co, : L02 L01 La .... ... .... L03 L03 f: 1-02 03 ............... . .............��'3 ........... LOI ... ............. L10: L03 L03 L03 L01 LO L01 RANGE �11� SIN l` J3, L13 -0" CH: 12' Li3 ........... LOI ............ 02 Uj: L 10 16 L13 \,Jrl LO. . ........... My .......... ........... A. L03 .. ............... .... .. ............. .................... ................ . ..... 1:104 L03 : L03 03 v . . ................ .... ... ..... LOI C1 03 BBQ LOI bo!'-"� L03 L03 03 L 03 LL PTD. iA PTD. KITCHEN c GWB IE : I ZH L PTD H01 H01 H01 : 9 Z HARDIE ............. .................. > TO STEP PANEL CH: 12'-0" : L02 LU1 PANEL z LIGHTS L13 L03 L03 U7 I � ... ............ 'r:ic-4 L03 L03 L03 L01 LOI L01 LO! LOI .................. ......... ....................................................01- .... .. .... .............. ......................... PTD. L03 L03 L03 L03 GWB 0 3'-031.011 " wom w LO-55, CL0 ...................... LI, 1: 11-01, L02—IN L01 : LO1 RECESSED P - , \ KITCHEN UNDERCAB LIGHTING KITCHEN UNDERCAB LIGHTING RECESSED POCKET POCKET i TO BE PROVIDED BY SIEMATIC TO BE PROVIDED BY SIEMATIC FOR ROLLDOWN FOR ROLLDOWN 0 ---------- INSECT SCREEN INSECT SCREEN ----------- 0 L05---- LOo p FIRST FLOOR REFLECTED CEILING PLAN 02 SCALE:1/4"=1'-0" 48" HIGH POOL GATE W/ CODE COMPLIANT B E R G D E S G N YA H A LO M RESIDENCE FIRST FLOOR REFLECTED CEILING PLAN ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 EDWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET 11 MAY 31,2016 DESIGN DEVELOPMENT 11 DEC 09,2015 CURTAIN WALL PRICING I FEB 11,2016 MECH PROGRESS APR 15,2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT AN 08,2016 PROGRESS PRINT MAR 02,2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12,2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 FIXTURE SYMBOL DESCRIPTION MANUFACTURER/MODEL NO. FINISH _ TYPE LUTRON VAREO TAP SWITCH WITH SCREWLESS SNAP ON PTD. CLOSET SWITCH 200 ' FACE PLATES IN WHITE .. oAGWB 3-WAY SWITCH LUTRON VAREO TAP SWITCH WITH SCREWLESS SNAP ON FACE PLATES IN WHITE -- SWITCH WITH DIMMER LUTRON VAREO PRESET DIMMER LOW-VOLTAGE WITH f D SCREWLESS SNAP ON FACE PLATES IN WHITE wW I JAMB SWITCH - 1 -- LO COMBINED SMOKE DETECTOR/CARBON MONOXIDE -- -- -- �� L01 SENSOR- HARDWIRED&INTERCONNECTED r _ f EQ B ?` EQ B EQ A j EQ A J-po, RECESSED JUNCTION BOX FOR FUTURE PENDANT L� J-BOX 11:� CEILING RECESSED ADJUSTABLE ACCENT LIGHT CONTRAST HOUSING: NW3000LE MATTE WHITE L01 CONTRAST TRIM:T3145D-1 1-11 SM ` U CEILING RECESSED ADJUSTABLE WALL WASHER CONTRAST HOUSING: NW3000LE MATTE WHITE t L(1 Z w L01 O t L02 <13 ...................::_..... .... ............ .................... .. . CONTRAST TRIM:T3145D-11-11SM CEILING RECESSED OUTDOOR ACCENT LIGHT BK LIGHTING/VERSA STAR WHP-WHITE GLOSS L03 B-VS-MR-4-WHP-9-11-AJ CH: 12'-0" d CABINET/MILLWORK RECESSED ACCENT PUCK LIGHT WAC LIGHTING/HR-LED271R-W-WT WT-WHITE L04 ` } PENDANT LIGHT FIXTURE FLOS-FU300561 OPAL -- L05 , N -- --_ - L06 BATHROOM WALL SCONCE PROVIDED BY OWNER-VERIFY - POWER REQUIREMENTS w/SPEC L01 L01 L07 BEDSIDE WALL SCONCE TBD '' '< ""n" Loi L08 - SURFACE MOUNTED STRIP LIGHT FOR LITHONIA LIGHTING/ -- -_ , CLOSET LIGHTING. MNS5128 LP PATH LIGHT UP DRIVEWAY-NOT SHOWN IN RCP:SEE A05 WAC LIGHTING/6021-30BZ BRONZE ON ALUMINUM BATHROOM L09 CH. 12-0 �.'..� DRIVEWAY SKETCH FOR LOCATIONS&QUANTITY r, WALL RECESSED EXTERIOR STEPLIGHT WAC LIGHTING/WL-LED100-C-WT WHITE ON ALUMINUM 201 EXTERIOR UPLIGHT(WALLWASH) BK LIGHTING/SA-LV-WW-65-WHP WHP-WHITE GLOSSPot--l- L0' \ L11 : _..„ M L12 .:: EXTERIOR FLOODLIGHT BK LIGHTING/SA-LV-FL-65-WHP WHIP-WHITE GLOSS IN-GRADE EXTERIOR UPLIGHT FIXTURE WITH DIFFUSE HINKLEY LIGHTING/16701 MZ MATTE BRONZE > t: o : b L13 l.j LENS. ... ............._. L14 f. IN-GRADE EXTERIOR DIRECTIONAL WELL LIGHT HINKLEY LIGHTING/16710MZ MATTE BRONZE O r O PTD. EXTERIOR WALL SCONCE SONNEMAN-7234.98-WL TEXTURED WHITE ' GWB 0 L.2 L02 L �.:. 0 L15 LC_ �. __ �r..,; L 16 CEILING FAN f _ -- - ------------------ ------ —- — --- -- M BEDROO ; L07 « � 202 ,.. SURFACE MOUNTED TRACK LIGHT TRACK:JUNO-TRAC 12 WHITE i LO? L01 L02L01 � L17 j HEADS: JUNG-TL196 s L01 01 01 1x01 �. , > - r CH: 12 0 r '` rw 1,112 .�' I PTD. H01 OUTDOOR HEATER-RECESSED INTO EXTERIOR SOFFIT INFRATECH -WD-40 WHITE r s ?� GWB NOTE: ORDER w/FLUSH MOUNT r/ f (? ��- ' 1� CLOSET STAINLESS STEEL FRAME L01 ..1..01 ...................'... ... �� f € �e 206 Lit 1 i L1« L01 � LC ( 01 0 �R � 'l L "� �..;LE11 � s'� '�4?E �a �`�L ` L01 ;01 L01 > s ' L01 r _ r BEDROOM / „ 1 �6 _ z L03 ^ 204 L03 z PTD. F� GWB CH:9'-0” f 1-02 ` L02 f s LL�1 VLol '' E L01 L01. L01 x.01 L01 L01 �Lt�O L01 Imo ' r PTD. ��,�,.�W �..... ��. HALL ° r GWB 7 �- 203 CH 1r-o° BATHROOM �wg cn ® --- { � 205 O _ " - - w L0 L01 L02 �' f '01 L01 Ll wW„ ♦ L10 f:+ CH: 9 0 L1 . 10 r 13 L03 L03 L€�3 L03 L03 L03 L03 L03 L0v L0 0 0 1 SECOND FLOOR REFLECTED CEILING PLAN SCALE:1/4"=V-0" 0 0 O t. ho BERGDES GN YAHALOM RESIDENCE SECOND FLOOR REFLECTED CEILING PLAN 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 ARCHITECTURE 965 E DWARDS LANE, ORI ENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED 7 PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31, 2016 Au"L DESIGN DEVELOPMENT II DEC 09,2015 CURTAIN WALL PRICING I FEB 11,2016 MECH PROGRESS APR 15, 2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08,2016 PROGRESS PRINT MAR 02,2016 PERMIT SET APR 18, 2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 POWER SYMBOL LEGEND PLUMBING NOTES & LEGEND Q NEW RECESSED TELEPHONE JACK 15" A.F.F. U.O.N. o-x FROST FREE HOSE BIBB - PROVIDE QD NEW RECESSED DATA JACK DRAIN DOWN VALVES @ EA LOCATION. 15" A.F.F. U.O.N. ® NEW RECESSED TELEPHONE JACK - ^-' - - - PLUMBING 42" A.F.F. U.O.N. - _.._.. . .__....... -- ............. ............ _- -........_ .......... _._..... --..... ...__... ®D NEW RECESSED DATA JACK - GAS PIPING //' QQQQQQQQQQQQQQQQQQQQQQQ 42" A.F.F. U.O.N. Q ...... ............ .... ............. ....... ............. ............. 120V RECESSED DEDICATED WALL OUTLET Q COORDINATE WITH EQUIPMENT REQUIREMENTS NOTE: ALL NEW PLUMBING TO TIE INTO 4" PVC 120V RECESSED DUPLEX WALL OUTLET WASTE LINE IN GROUND FLOOR SPACE TO NEW O MOUNTED @ 15" A.F.F. U.O.N. SANITARY SYSTEM. Q 120V RECESSED DUPLEX WALL OUTLET PROVIDE AND INSTALL NEW 1000 GAL MOUNTED @ 42" A.F.F. U.O.N. UNDERGROUND PROPANE TANK AT LOCATION — Q ICE 120V RECESSED DUPLEX WALL OUTLET SHOWN AND ALL ASSOCIATED PIPING,VALVES, — — — GGFI MOUNTED @ 15" A.F.F. U.O.N. REGULATORS TO CONNECT TO RESIDENCE. Q j2E 120V RECESSED DEDICATED DUPLEX WALL OUTLET Q GFI MOUNTED @ 42" A.F.F. U.O.N. Q �I NEW 220V RECESSED DUPLEX WALL OUTLET MECHANICAL SPECIFICATION Q MOUNTED @ 15" AFF, LION Q MOUN TED @S1 ' QUAD WALL 0N,OUTLET PROVIDE AND INSTALL NEW FULLY 120V RECESSED„ QUAD WALL OUTLET OPERATIONAL HEATING AND COOLING SYSTEM. Q I MOUNTED @ 42 A.F.F. U.O.N. TEST AND BALANCE SYSTEM AFTER INSTALL. 120V RECESSED QUAD WALL OUTLET ALL DUCTWORK TO BE LINED WITH SOUND Q FI MOUNTED @ 42" A.F.F. U.O.N. ATTENUATING WRAP Q I ( I MOUNT p E@SSSD„ QUAD UALO NOUTLET COMPONENT SPECIFICATION: Q I I I I Q -- -- — 120V RECESSED DUPLEX FLOOR OUTLET CONVENTIONAL GAS BOILERS PROVIDE AND INSTALL ALL ASSOCIATED, Q Q- NEW WALL MTD. JUNCTION BOX CONTROLS, WIRING, PLUMBING, MANIFOLDS, LP Q I } CONVERSION, SIDE WALL VENTING AND OUT SWITCH DOOR TEMP RESET CONTROL AND ASSOCIATED Q I I 3 WAY SWITCH PARTS. ALLOW CONTROL FOR 3 ZONES. Q I D DIMMER SWITCH Q JAMB SWITCH (2) WEIL MCLAIN ULTRA MODEL UG-230 PROVIDE POWER ' 230,000 BTU OUTPUT Q TO ELEVATOR AS —� © CEILING FAN CONTROL Q — PER MNFR SPECS Tv4 Q CABLE TV OUTLET AIR HANDLERS AND INSTALL NEW AIR HANDLING UNIT, Q , Q THERMOSTAT CONDENSER AND ALL ASSOCIATED CONTROLS EF EXHAUST FAN CONTROL AND PARTS. I STEREO LOUDSPEAKER WIRE TERMINATION POINT (2) BOSCH - MODEL TBD Q ELEVATOR COORDINATE HEIGHTS WITH ARCHITECT Q CONDENSERS ® NEW 400 AMP SERVICE PANEL 17 SEER CARRIER ACR CONDENSER UNITS #AS ...I. 4.. NEW HARD WIRED DOOR BELL MTD @ 42 A.F.F. REQ'D. BOILER BOILER : ..:....:...... - - --- ( }' - � _ .. THRU WALL — — — — I I I HWH - - - - r-.- -..- ............ ............. .....�..-..... RADIANT FLOORS - - - - - PER SPEC PER SPEC 1 ..-1......._f-... ...-1........r ..-I ...-1.........�... _—L. ......�... _i— Cs —1— CS 1 CS CS PROVIDE AND INSTALL HYDRONIC RADIANT BOILERS& _ _ VENT FOR -L - - L- - - \ �' ( I I I i ( I PROVIDE STUB UPS FOR ti / FUTURE BATH FIXTURES MARK OUT ALL I LOCATIONS FOR CLIENT APPROVAL BEFORE INSTALLATION FLOORFLOOR SYSTEM THROUGHOUT THE HOUSE ERV ABOVE - - - - - - - - - - r _ I HWS I I L - - - - - - - - - - - J- - - - - - - - - - - - ERV (/HWH } EXCEPT FOR THE BASEMENT, LAUNDRY ROOM, I MUD ROOM AND CLOSETS. \` �_I=L -I- L -I- L �=I_ L� I MECHANICAL SYMBOL LEGEND MECH. — — — — — — — — — — HOT WATER HEATERS 002 ul LWR / E-� SUPPLY GRILL PROVIDE AND INSTALL ALL ASSOCIATED, I IJ BATHROOM r — — — — — — — -� AHU1 I' I o04 BEQROOM �1 RETURN GRILL CONTROLS, WIRING, PLUMBING, MANIFOLDS AND MECH ASSOCIATED PARTS. 1- L_ - - -J'; Al � ASSOC �I / 3 SOIL FROM 006 „ Q THERMOSTAT O CHASE Lx - �� /I I 2 WEIL MCLAIN AQUA PLUS 85 =___ - _� I ABOVE HWS HIGH WALL SUPPLY ABOVE - - - ZONE 1 I I /''� VTR LWS LOW WALL SUPPLY ENERGY RECOVERY VENTILATOR SYSTEM (ERV) NEW ELECT. I MECH I /\ - �- - - - - - - - - - 1 �A r FANTECH - MODEL: TBD PANEL =tr- I CHASE BATHROOM I .. . ..: : 000000°000 CS CEILING SUPPLY I ABOV _y BATHROOM EXHAUST FANS E. 008 I O FS FLOOR SUPPLY o i FAN TECH - MODEL FG SERIES- DUCTED TO I HWR HIGH WALL RETURN OUTSIDE ® GYM O GL I MUDR01 II ° 001 O, CR CEILING RETURN S 005 009 °I GRILLE AND REGISTER SPECIFICATION FC CEILING AND WALL GRILLS TO BE PTD LINEAR ALUM BAR GRILLS BY ARCHITECTURAL GRILLS — OI CE OR EQUAL. NEW GRILLS IN WOOD FLOOR- o CONVEYING SYSTEM MATCHING FLOOR COLOR I O I ° FLUSH WOOD GRILLS HALL 0 PROVIDE AND INSTALL 37"x 58" HERITAGE GRILLS IN TILE FLOOR- BRUSHED ALUM LOUVER I 007 0 LEFT INLINE CAB BY CAMBRIDGE ELEVATING L - INC.AS PER MANUFACTURERS POOL HOUSE SPLIT SYSTEM SPECIFICATIONS. PROVIDE AND INSTALL WHOLE I HWR L - - - - - ° HOUSE AIR PURIFICATION/DUST _...... _........ ............ - - - - - - - - - - - - - -� AHU2 I ° REMOVAL SYSTEM -APRILAIRE 2213 - - - - - 0 AUDIOVISUAL AND ALARM SYSTEM - — — — ° — _ ° PROVIDE AND INSTALL WHOLE 0 HOUSE CENTRAL VACUUM SYSTEM - - - - - o COORDINATE AV INSTALL WITH CLIENT ° RETAINED AV CONSULTANT PROVIDE AND INSTALL 20 KW o GENERATOR ON CONCRETE PAD AV EQUIP - BY OWNER WITH AUTOMATIC TRANSFER STORAGE STORAGE _ - - - - _ o SWITCH. 003 010 0 COORDINATE ALARM INSTALL WITH CLIENT o RETAINED ALARM CONSULTANT - - - - - ° 0 - - - - - o ALARM EQUIP - BY OWNER ............ ........... o - - - - - - 0 O ® o O 0 0 0 O - o .....\ ..... .... ..... .... . ... . .... . ... . ........... 0 ............ ...... ........... ........ . ...... ... O BASEMENT PLAN o 1 SCALE:1/4"=1'-0" O O O O Ouz BERGDES G YAHALOM RESIDENCE BASEMENT POWER AND MECHANICAL PLAN ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31 , 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05, 2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31, 2016 DESIGN APR 15,2016 NOT FOR CONSTRUCTION PROGRESS P PRINT II AN 08, 2016 PROGRESS PRINDEC 09, 2015 CURTAIN WALLRICING I MARFEB102, 2016 ERMIT SET1,2016 MECHRESS APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12,2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20,2016 POWER SYMBOL LEGEND PLUMBING NOTES & LEGEND AUDIO VISUAL AND ALARM SYSTEM Q NEW RECESSED TELEPHONE JACK 15" A.F.F. U.O.N. o-x FROST FREE HOSE BIBB - PROVIDE COORDINATE AV INSTALL WITH CLIENT aD NEW RECESSED DATA JACK DRAIN DOWN VALVES @ EA LOCATION. RETAINED AV CONSULTANT 15" A.F.F. U.O.N. ® NEW RECESSED TELEPHONE JACK - -' - -"-"- PLUMBING AV EQUIP- BY OWNER 42" A.F.F. U.O.N. ®D NEW RECESSED DATA JACK - GAS PIPING COORDINATE ALARM INSTALL WITH CLIENT 42" A.F.F. U.O.N. RETAINED ALARM CONSULTANT 10E 120V RECESSED DEDICATED WALL OUTLET COORDINATE WITH EQUIPMENT REQUIREMENTS NOTE: ALL NEW PLUMBING TO TIE INTO 4" PVC ALARM EQUIP - BY OWNER 120V RECESSED DUPLEX WALL OUTLET WASTE LINE IN GROUND FLOOR SPACE TO NEW MOUNTED @ 15" A.F.F. U.O.N. SANITARY SYSTEM. 120V RECESSED DUPLEX WALL OUTLET PROVIDE AND INSTALL NEW 1000 GAL MOUNTED @ 42" A.F.F. U.O.N. UNDERGROUND PROPANE TANK AT LOCATION 120V RECESSED DUPLEX WALL OUTLET SHOWN AND ALL ASSOCIATED PIPING,VALVES, GFI MOUNTED @ 15" A.F.F. U.O.N. REGULATORS TO CONNECT TO RESIDENCE. 120V RECESSED DEDICATED DUPLEX WALL OUTLET GFI MOUNTED @ 42" A.F.F. U.O.N. NEW 220V RECESSED DUPLEX WALL OUTLET MECHANICAL SPECIFICATION MOUNTED @ 15" AFF, UON 120V RECESSED QUAD WALL OUTLET MOUNTED @ 15" A.F.F. U.O.N. PROVIDE AND INSTALL NEW FULLY OPERATIONAL 120V RECESSED QUAD WALL OUTLET HEATING AND COOLING SYSTEM. TEST AND BALANCE MOUNTED @ 42" A.F.F. U.O.N. SYSTEM AFTER INSTALL. ° II 120V RECESSEDQUAD WALL OUTLET ALL DUCTWORK TO BE LINED WITH SOUND FI MOUNTED @ 42" A.F.F. U.O.N. ATTENUATING WRAP I MOUNTED @S5„DQUAD WALL COMPONENT SPECIFICATION: I - I 120V RECESSED DUPLEX FLOOR OUTLET CONVENTIONAL GAS BOILERS PROVIDE AND INSTALL ALL ASSOCIATED, CONTROLS, 0- NEW WALL MTD. JUNCTION BOX WIRING, PLUMBING, MANIFOLDS, LP CONVERSION, SIDE WALL VENTING AND OUT DOOR TEMP RESET CONTROL SWITCH AND ASSOCIATED PARTS. ALLOW CONTROL FOR 3 3 WAY SWITCH ZONES. $o DIMMER SWITCH JAMB SWITCH (2) WEIL MCLAIN ULTRA MODEL UG-230 I ° 230,000 BTU OUTPUT © CEILING FAN CONTROL ry CABLE TV OUTLET AIR HANDLERS PROVIDE AND INSTALL NEW AIR HANDLING UNIT, Q THERMOSTAT CONDENSER AND ALL ASSOCIATED CONTROLS AND I I FE F1 EXHAUST FAN CONTROL PARTS. j O STEREO LOUDSPEAKER WIRE TERMINATION POINT (2) BOSCH - MODEL TBD COORDINATE HEIGHTS WITH ARCHITECT ��— CONDENSERS NEW 400 AMP SERVICE PANEL 17 SEER CARRIER ACR CONDENSER UNITS-#AS GARAGE I o NEW HARD WIRED DOOR BELL MTD @ 42" A.F.F. REQ'D. RADIANT FLOORS I I ;>.-...:::::...��:: :•M:>: I NOTE: CONTRACTOR TO MARK OUT ALL ELECTRICAL DEVICE PROVIDE AND INSTALL HYDRONIC RADIANT FLOOR LOCATIONS FOR CLIENT APPROVAL BEFORE INSTALLATION SYSTEM THROUGHOUT THE HOUSE EXCEPT FOR THE BASEMENT, LAUNDRY ROOM, MUD ROOM AND 3"SOIL DOWN _ f ELEVATOR '.`.. MECHANICAL SYMBOL LEGEND CLOSETS. FROM ABOVE FI LnJ ` 3" SOIL DOWN SUPPLY GRILL HOT WATER HEATERS PROVIDE AND INSTALL ALL ASSOCIATED, r- GFI GFI 1 — — — -- Ill RETURN GRILL WIRING, PLUMBING, MANIFOLDS AND ASSOCIATED CONTROLS, — —I� — —I --- — — — J T THERMOSTAT PARTS. I F9SP I! 4 � = � — � 2 WEIL MCLAIN AQUA PLUS 85 �s WALL SUPPLY FS VTR I HWS HIGH _ - - - - - - - - - - - - - - I HVER LWS LOW WALL SUPPLY ENERGY RECOVERY VENTILATOR SYSTEM (ERV) DRAIN - - - - MECH WC 00 I CHAS FANTECH - MODEL: TBD CHASE CS CEILING SUPPLY LAUNDRY I 108 � II WS FS FLOOR SUPPLY BATHROOM EXHAUST FANS _ _ _ _ _ _ _ _ I ZONE 3 I I' FAN TECH - MODEL FG SERIES- DUCTED TO OUTSIDE L- _ — J LJ HWR HIGH WALL RETURN GRILLE AND REGISTER SPECIFICATIONS CL CR CEILING RETURN x 101 I CEILING AND WALL GRILLS TO BE PTD LINEAR ALUM LIVING ROOM � BAR GRILLS BY ARCHITECTURAL GRILLS OR EQUAL. OO H �� 1 ❑ 02 I (�I NEW GRILLS IN WOOD FLOOR- FLUSH WOOD GRILLS FSL MUDROOM I CHASE HALL AND STAIR I ® 4 11 BATHROOM CONVEYING SYSTEM - - - - 10� I I° t 1 103 MATCHING FLOOR COLOR — — — — — — — I I I I' l — GRILLS IN TILE FLOOR- BRUSHED ALUM LOUVER I I I FF 1 FS PROVIDE AND INSTALL 37"x 58" HERITAGE I HWR I VT 6=1 xiiL J LEFT INLINE CAB BY CAMBRIDGE ELEVATING PROVIDE AND INSTALL WHOLE HOUSE AIR INC.AS PER MANUFACTURERS PURIFICATION/DUST REMOVAL SYSTEM -APRILAIRE SPECIFICATIONS. 2213 ( Al DI 21NG S D ` E .IR F. I FRZ.I I 1I - - - - -`- - - — — — — — - - < OVEN I REF. PROVIDE AND INSTALL WHOLE HOUSE CENTRAL OFFIC —— J �................s...... .._ I 3"SOIL DOW HWR VACUUM SYSTEM 111 I I - HWR — — — — — — — — — —j FROM ABOVE G) 3" DOWNZONE 4 PROVIDE AND INSTALL 20 KW GENERATOR ON D I I I �_ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - CONCRETE PAD WITH AUTOMATIC TRANSFER SWITCH. coI t— ,4wIE 1' —..— - — IFS I I I I E�ZII FS FS I j - - - - - - I WASTE DOWN — — — — — — — — — — — — — — i I ; b� 00 i D KITCHEN � ❑ I ..... _. 106 I � OFFICE I 4 �� GA G S GAS GAS 00 ( 104 AC CONDENSERS — — — — — GAS 4"CONC PAD ON — — — — HARD PIPE GAS LINE ISOLATION DAMPERS I I�[�%��11111 I AND SHUT OFF VALVE (SIZE AS REQ'D) �\`L��j////I TO OUTDOOR GRILL I FS ZONE 2I TFT FS SOIL DOWN — — — — — — El — — — — — — I - - - - I DW �...DW - - - - - - - - I I VTR FS F - - - ------ ------ FIRST FLOOR PLA 1 SCALE:1/4"=1'-0" !„ BERGDES G YAHALOM RESIDENCE FIRST FLOOR POWER AND MECHANICAL PLAN ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31 , 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31, 2016 DESIGN NOT FOR CONSTRUCTION PROGRESS PRI DEVELOPMENT II AN 08, 2016 PROGRESS PRINT DEC 09,2015 CURTAIN WALL ICING I FEB MAR102,2016 MECH APR 15,2016 REF NO: 178 016 PERMIT SET APR 18, 2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20, 2016 POWER SYMBOL LEGEND PLUMBING NOTES & LEGEND a NEW RECESSED TELEPHONE JACK 15" A.F.F. U.O.N. O-x FROST FREE HOSE BIBB - PROVIDE aD NEW RECESSED DATA JACK DRAIN DOWN VALVES @ EA LOCATION. 15" A.F.F. U.O.N. ® NEW RECESSED TELEPHONE JACK — -"-"- -' — PLUMBING 42" A.F.F. U.O.N. ®D NEW RECESSED DATA JACK - GAS PIPING 42" A.F.F. U.O.N. 120V RECESSED DEDICATED WALL OUTLET COORDINATE WITH EQUIPMENT REQUIREMENTS NOTE: ALL NEW PLUMBING TO TIE INTO 4" PVC 120V RECESSED DUPLEX WALL OUTLET WASTE LINE IN GROUND FLOOR SPACE TO NEW MOUNTED @ 15" A.F.F. U.O.N. SANITARY SYSTEM. 120V RECESSED DUPLEX WALL OUTLET PROVIDE AND INSTALL NEW 1000 GAL — — —°— — — - MOUNTED @ 42' A.F.F. U.O.N. UNDERGROUND PROPANE TANK AT LOCATION 120V RECESSED DUPLEX WALL OUTLET SHOWN AND ALL ASSOCIATED PIPING,VALVES, FS GFI MOUNTED @ 15" A.F.F. U.O.N. REGULATORS TO CONNECT TO RESIDENCE. 3a-- 120V RECESSED DEDICATED DUPLEX WALL OUTLET GFI MOUNTED @ 42" A.F.F. U.O.N. NEW 220V RECESSED DUPLEX WALL OUTLET MECHANICAL SPECIFICATION MOUNTED @ 15" AFF, LION � I I 120V RECESSED QUAD WALL OUTLET I CLOSET MOUNTED @ 15' A.F.F. U.O.N. PROVIDE AND INSTALL NEW FULLY OPERATIONAL i 120V RECESSED QUAD WALL OUTLET HEATING AND COOLING SYSTEM. TEST AND BALANCE i 200 MOUNTED @ 42" A.F.F. U.O.N. SYSTEM AFTER INSTALL. 120V RECESSED QUAD WALL OUTLET ALL DUCTWORK TO BE LINED WITH SOUND FI MOUNTED @ 42" A.F.F. U.O.N. ATTENUATING WRAP 120V RECESSED QUAD WALL OUTLET COMPONENT SPECIFICATION: MOUNTED @ 52" A.F.F. U.O.N. I 120V RECESSED DUPLEX FLOOR OUTLET CONVENTIONAL GAS BOILERS PROVIDE AND INSTALL ALL ASSOCIATED, CONTROLS, o- NEW WALL MTD. JUNCTION BOX WIRING, PLUMBING, MANIFOLDS, LP CONVERSION, SIDE I WALL VENTING AND OUT DOOR TEMP RESET CONTROL HWR SWITCH AND ASSOCIATED PARTS. ALLOW CONTROL FOR 3 3 WAY SWITCH ZONES. $o DIMMER SWITCH GFI I VTR JAMB SWITCH (2) WEIL MCLAIN ULTRA MODEL UG-230 230,000 BTU OUTPUT I � © CEILING FAN CONTROL I I Tv CABLE TV OUTLET AIR HANDLERS F Q THERMOSTAT PROVIDE AND INSTALL NEW AIR HANDLING UNIT, _ _ _ _ - - - - - - - - - - - A CONDENSER AND ALL ASSOCIATED CONTROLS AND I I F-F] EXHAUST FAN CONTROL PARTS. I BATHROOM II O STEREO LOUDSPEAKER WIRE TERMINATION POINT (2) BOSCH - MODEL TBD I 201 COORDINATE HEIGHTS WITH ARCHITECT ® NEW 400 AMP SERVICE PANEL CONDENSERS 17 SEER CARRIER ACR CONDENSER UNITS-#AS LFo NEW HARD WIRED DOOR BELL MTD @ 42" A.F.F. REQ'D. GFI I I 1 GFI ....... ......... RADIANT FLOORS .. NOTE: CONTRACTOR TO MARK OUT ALL ELECTRICAL DEVICE PROVIDE AND INSTALL HYDRONIC RADIANT FLOOR I VTR ELEVATOR LOCATIONS FOR CLIENT APPROVAL BEFORE INSTALLATION SYSTEM THROUGHOUT THE HOUSE EXCEPT FOR THE 3 SOIL DOWN BASEMENT, LAUNDRY ROOM, MUD ROOM AND < CLOSETS. I o FEE — — — — — — — — — MECHANICAL SYMBOL LEGEND i HOT WATER HEATERS ZONE 5 PLY GRILL FS FS FS �� SUP ry� C � T W PROVIDE AND INSTALL ALL ASSOCIATED, CONTROLS, I � H RETURN GRILL WIRING, PLUMBING, MANIFOLDS AND ASSOCIATED ( HW Q 1 I I THERMOSTAT PARTS. I I I I I I (2) WEIL MCLAIN AQUA PLUS 85FS HWS HIGH WALL SUPPLY - - - - - - - - - - - ENERGY RECOVERY VENTILATOR SYSTEM (ERV) iL - - - I — — — — — — I I�', — — — — ZONE 6 � � BATHROOM I I I LWS LOW WALL SUPPLY FANTECH - MODEL: TBD I ( I I I I 205 CS CEILING SUPPLY I I ° i B DROOM BATHROOM EXHAUST FANS MECH I G I I I FS FLOOR SUPPLY FAN TECH - MODEL FG SERIES- DUCTED TO OUTSIDE MECH -� 202 VTR I VTR 1 1 HWR HIGH WALL RETURN CHASE�X CHAS 11 GRILLE AND REGISTER SPECIFICATIONS BELOW T BEDROOM I I I CLOSET V CR CEILING RETURN ❑ HWR CEILING AND WALL GRILLS TO BE PTD LINEAR ALUM I 204 C- 1 I 2 6 nBAR GRILLS BY ARCHITECTURAL GRILLS OR EQUAL. INEW GRILLS IN WOOD FLOOR- FLUSH WOOD GRILLS - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - 1 HALL � - - �- - - - - - _ _ r - - - �. _ _ _ - -CONVEYING SYSTEM MATCHING FLOOR COLOR 203 II 1 1 FS IELIFS 17LIFS GRILLS IN TILE FLOOR- BRUSHED ALUM LOUVER PROVIDE AND INSTALL 37"x 58" HERITAGE LEFT INLINE CAB BY CAMBRIDGE ELEVATING PROVIDE AND INSTALL WHOLE HOUSE AIR I I I I I E# INC.AS PER MANUFACTURERS PURIFICATION/DUST REMOVAL SYSTEM -APRILAIRE I SPECIFICATIONS. 2213 I I �FS �FS PROVIDE AND INSTALL WHOLE HOUSE CENTRAL VACUUM SYSTEM 3"SOIL DOWN AUDIO VISUAL AND ALARM SYSTEM PROVIDE AND INSTALL 20 KW GENERATOR ON CONCRETE PAD WITH AUTOMATIC TRANSFER SWITCH. — — — — — — — — — — — — — — COORDINATE AV INSTALL WITH CLIENT ° II RETAINED AV CONSULTANT AV EQUIP - BY OWNER II I I COORDINATE ALARM INSTALL WITH CLIENT II RETAINED ALARM CONSULTANT II ALARM EQUIP -BY OWNER I I I I I I I I fl Ii I I I I 0 0 0 SECOND FLOOR PLAN 1 SCALE:114"=1'-0" 028 ® BERGDESGN YRESIDENCE SECOND FLOOR POWER AND MECHANICAL PLAN ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17, 2016 DATE: MAY 31 , 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31, 2016 SCALE: AS NOTED A1 0 PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 DESIGN APR 15,2016 NOT FOR CONSTRUCTION PROGRESS PRINT II AN 08, 2016 PROGRESS PRINDEC 09, 2015 CURTAIN WALLRICING I MAR 02,2016 PERMIT SETFEB 11,2016 MECHRESS APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20, 2016 T.O.ELEVATOR B.M.+32'-2 1/4" ............................ . .. .. ...... . . ...... .. .......... ...... ...... ...... .... ..... .................... ...... .... ............. ..... .-.. .. 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ROUNDCOLUMN GRADE: +30'-0" GRADE: +30'-0" �r� O BERGDES GN YAHALOM RESIDENCE BUILDING ELEVATIONS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 Al NOT FOR CONSTRUCTION PDESIGN ROGRESS PRINT 11 DECREF NO: 178 AN 08, 2016 PROGRESS PRINT ICING I MAR 02, 2016 PERMIT SOTRESS APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20, 2016 '` JIHIVUIIVl7 JCHIVI .. INC PANELS z z z . . .... . .. .. .. .. . ........ . . . ..�: 7 : : I CD C7 C9 a a a T.O. PARAPET -- ----- - _-- - -- - - - -- - - - B.M.+1T-0. i SECOND FLOOR - .. -. ....- B.M.+14'-6" EQ. EQ. . ZINC WINDOW .. . .. ,. TRIM jok FIRST FL OOR CEILING ............_.. ...... ....... ....---...................... _.......... . -. _...........:...... .......... ....... ....................... ...... ...................................................... ......................................................................-..................._.._....................................... _.................- I—-. ...... _.............................. .. .. B.M.+12'-0" FIBER CEMENT . . PANEL SIDING ' Cz7 C9 ,... ... ........... .. J Q a_ Q .. ................. .............:_........ .-. ............. .. . . ....... . . :::::r::..�::::..:- � ... ... . . . . 1046 103A �J ...<;:; ZINC CLAD - ...... ENTRY CANOPY . ..:. t- . ..... 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' \ \\' GRADE:F. 38-\_ \\\ ..\\ /i\�L /i\\/\\/i\\/\~/ /\\/\\/\ / \/\ % \/ \/ \% \% \\/ / \ \ \ \ \ \ 009A /\/\/\/\/\/\/\/\/ STAIRCASE DOWN TO,/\\/\\/\\/\\/� \ I. . .. FIBER CEMENT \/\/\\/\\/\\/\\/\\/\\/\\/\\/\ / BASEMEN /�' // // // //\ ' FASCIA....... \ \\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\//\\// CO�C�E�E�E�AINING, R I �/ / ALL: SEE 04/ / / / / ENTRY B IDGE /j//j//j//j//j//j//j j \�\/ \ I \/\/\/\/\/ :: 24" DIA ROUND\ \\ \\ \\ \\ \\ \\\\\, \ \\ \\ \\ \\ \\ \\ \\ \ I: /\/\/\X/ /\/\// \\/�GR/,�VECG// \ \ / \ STEP LIGHTS IN RISERS: \ ,COLUMN \/ \//\//\//\//\//\\//� GREG T AS�\\\/\\/\\j\\/\ SEE REFLECTED \\//\\//\�/\/// / // // \/\\\/\\\/\\\�/\\/\\\/\\\/\\\/\\/\ '/ \\//\�/\\/\\�\\/\\/K//;\\/ '. ' CEILING PLANS `' r,CONCRETE \\/\\/\\/\\/\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \ \ \ \ \ \ 7 ;;= \ RETAINING WALL.\ \ \ \ \ /\ /\ / /\ \ \ \ \ \ \ \//\//\//\//\//\//\//\ /// EE�SO4 _ ///\//\// //bRYW LWALETO///\//\/\�/\//\//\//// ;.. r r / / / "I \ \ \ \ \ \ \ \ \ \ R � \ \ \ \ \ \ \ \ T.O.BASEMENT SLAB \/\/\/\ \ \ \/\/ .". 11[ \ r \ / B.M. 12 0' / / / / / / / ,. :,_.. T.r� °'� r_ ,L:;�:.:.' ... 2�_z ^;,r. .... ; I: ..: �.. .y 3 �za ,. z r>a,z 4� IT4' c _� / / / / / / / / / / / / / / / / / / / / \ EAST ELEVATION %\\\\\\\\\\\\\' \\\\\\\ /\/\/\/\/\/\/\/\/\/\/\/\/\ /`D�tdf1IN�PIp�� /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\�/�\\/\\/\\/\ 1 SCALE:1/4.,=1' //// // // // // // // // // // // // // // // // // // // �— // ' // �Tp Pj / L // // // // // // // // // // // // / / // //\/ \\\\\\\\\\\ :r . ,�\/\\/\\//\\ .\\/\\\//\\//\\\/\ \/" ,K \\%\\%\\%\\%\\\��%i\\\//\�\/\\,\ r\\// \ \\\//. !\//\//\//.\//� / . . .. .. ... .. .... .. ....... . T.O.PARAPET _. - _ -- - --- .- .......I. .�, - - --- -- - --- ----- - --- --- - - -- --- - - - -- - - I- B.M.+29'-2 1/4" I i I _ _ 10 STANDING i A20 SEAM ZINC :. . ..: B.M.+207S8 1/2" " SECOND FLOOR CEILING PANELS - 14' TJI 230 @ 16 O.C. O- - I-I TYPICAL ROOF CONSTRUCTION OVER TAPERED INSULATION ..... .. . . .. .. I. .. . .:::. .. NE O B.M.+26'-6" .. .. 3/4" PLYWOOD SHEATHING ZINC COVERED ZINC ROOF FASCIA TRIM TJI FLOOR/ROOF RAFTERS w/R-60 INSULATION .. .. ........ . .. .. . . ... . 5/8" GW INTERIOR FINISH . .. .... .. ER . . .... . . .... . . . ... WINDOW . .. . .. .. . . .. ... PER WGS R S-D WINDOW HEADER PER ... ZIINC WI OW S-DWGS RIM I JUDITH FIBER CEMENT PANELS I " r; WC TYPICAL WALL CONSTRUCTION: _ PANELING o - FIBER CEMENT P OVER 2X WOOD BATTENS11� 1. -' VAPROSHEILD-REVEALSHIELD VAPOR BARRIER OVER 3/4 PLYWOOD SHEATHING rn 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY ... ..... ...... . SECOND FLOOR ... .. _q fl R T fl r. ...... . . . .. . 5/8"GWB ON INTERIOR . ..... ..... ... .. .. . . . . .... ... . ... . .. _. ... .. B.M.+17'-6" ( .36"HI S.S. CABLE RA ING ZINC ROOF FASCIA . : : + ++ .+ . . . ......... . ... I... L _j SECOND FLOOR .: '.'.. � � _in ,� 1 - - I .. � — - � . � — + :�+'�III .. V_7� b + . . . . . . . . . . — � � � _....-....... . B.M.+14'-6" C? - � 1 ... ... .. I- . 36" HIGH 14"TJ @ 16"O C H S.S. . .. .. . . I 1 360 r- co ;:. I. :: .:.�:. .::::�.':..: '':: � FURRE OUT CABLE RAILING .. ... . . ... 11 ih Nc IN . .- . . . EXTERIOR WALL ch . .. .............. . ...... .... .. FIRST FLOOR CEILING ...... ...... .. ..... ....... .......... ...... -.... ........ ... ........... ...... .... ....... _ _.. ..... .. _ .. ...... IFOR NG ... ........... _.... . : . . .: STANDING ; :.:.. B.M.+12'-0^ a 1. .. : SEAM ZINC': ENTRANCE.. . INSULATED CEILING PLANTED SCREEN I. . .. . . ..... . CANOPY.. ABOVE GARAGE ... . . .. ..... . . I. I . PANELS . . . .......1+ .. ._ . . . GARA GE p — — —.. _ . : t - . . .. R -. . .. : . E DOOR TRACK I �,� n: o- -_ PER SODWGS D .. \ / \' LVL GARAGE _ ' : co \ / \: I. DOOR HEADER # ! a co 1 \ / \ 1. a HP ELECT. MOTOR(TYP.) ! .. PER S-DWGS Q \ GARAGE PROVIDE (2) REMOTES i TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION: SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION 09L T.O. ELEVATOR ... ...... ........................... ....... ...... ........ ..... ... . ...... . ..... .. ........ .......- . . ......... ........ ....... . . ........ ................. ........... .. SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION ........ .... .............. ... . .. ...... .................. ...... .... .............-..... ....... ...... .................... . 3/4" PLYWOOD SHEATHING . ... ....- B.M.+32'-21/4' 3/4" PLYWOOD SHEATHING TJ1 FLOOR/ROOF RAFTERS w/R-60 INSULATION ELEVATOR STANDING SEAM ZINC TJI FLOOR/ROOF RAFTERS w/R-60 INSULATION FIBER CEMENT 5/8"GWB INTERIOR FINISH VOLUME OND .. . .. . PANELS BEYOND 5/8" GWB INTERIOR FINISH BEYPANELS BEYOND T.O.PARAPET ............... ...... ....... . ...............- ...... .................... ........ ...... ...... ...... ............ ... .............................. ...... ....... ............................. .... ........... . .... ..... ................ .... . . ..... ...... ...... .............................. ..... ..... .... ............ .... . ..... ....... ............................. ...... ...... ........................... ...... ...... ................. .......... ....... ...... .... B.M.+29'-21/4" 09L T.O.JOIST ...........1 , TYPICAL WALL CONSTRUCTION: ......... .... 26 FIBER CEMENT PANELING OVER 2X WOOD BATTENS B.M.+27'-81/2" 14"TJ1 230 @ 16"O.C. Ll VAPROSHEILD-REVEALSHIELD VAPOR BARRIER OVER 3/4"PLYWOOD SHEATHING SECOND FLOOR CEILING 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY Sim B.M.+26'-6" 5/8"GWB ON INTERIOR jlk T.O.JOIST r— ...... ..... ... ........... . ......... 2*X 12 P.T. @ 16"O.C.* 2 X 12 P.T. @ 16"O.C. PSL BEAM PER B.M.124'-101/2" 11 7/8"TJ 1230 @ 16"O.C.---------- WINDOW HEADER Z PTD. GWB S-DWGS PSL BEAM PER ZINC WINDOW TRIM PER S-DWGS S-DWGS 25 GLULLAM WINDOW .. . .. .. .. . . JUDITH JUDITH JUDITH HEADER PER GLULLAM HEADER S-DWGS CLOSET C BEDROOM PER S-DWGS STAIR -DWGS CURTAIN WALL 36" HIGH SS LVL PER S FIBER CEMENT FIBER CEMENT PANELS WINDOW CABLE RAIL LVL PER S-DWGS PANELS 0 T.O. PARAPET ASSEMBLY 36" HIGH S.S. 7 .............................. WOOD DECK B.M.+17'-6" 36" HIGH S• .S. FURRED CABLE RAILING 9k T.O.DECK EXTERIOR OVER SLEEPERS CABLE RAILING . . . . EXTERIOR ... .......... ........................ GLULAM BEAM ------\ + + ................. .......... ............................. j9k T.O.DECK B.M.+13'-7 314" DECK PER S-DWGS OVER PITCHED WALL FOR ............ ROOF MEMBRANE L B.M.+13'-7 3/4' DOWNSPOUT SECOND FLOOR 11 H 11 - - -----------—-------------------------------------------------------------------------------------------- ------------------ —---------- B.M.+14'-6" 1411 JI 360 @ 16"O.C. 14"TJI's 14"TJ I's 230@ 16"O.C. 2"TJ I's 230 @ 16"O.C. A20 PTD. @ 16"O.C. HEADER PER GWB7 16"TJI's 560 @ 16"O.C. S-DWGS OL FIRST FLOOR CEILING 4............... ...................... . ...... ... ......... ............ ...... ..... ......................... .. ... ............ ...... ..... ..... ...... ..... .... ... ....... PTD. GWB B.M.+12--oll FIRE RATED GWB HUNG CEILING: PSL BEAM PER INSULATED CEILING SEE DETAIL F S-DWGS PTD. GWB ;7 FURRED OUT . .. .. . . FASCIA EXTERIOR ABOVE GARAGE PTD.GWB ALIGN WALL FOR WINDOW HEADER ------------- 7 WINDOW HEADER —------------------------ PER S-DWGS PER S-DWGS Z STANDING RAILING SEAM ZINC PANELS uu OPEN TO GARAGE OFFICE HALL KITCHEN HALL PTD. GWB ;7 OPEN TO ZINC WINDOW DINING 36" HIGH S.S. - �00M TRIM CABLE RAILING FIRST FLOOR-ELEV.+39'- STEEL STRINGER L STAIRCASE:SEE B.M.-0'-0'— PAVERS ON PAVERS ON DETAILS PREPARED PREPARED GE SLAB+38'-6" OIL T.O.GARAGE ........... ----------- ...... .... .............................. . ........... ............. .......... ...... ...... ------------- SUB-BASE . ...... .. . .... r-jL SUB-BASE B.M.4-6" 11 11 16"TJI's 5 @ 16'O.C. PTDGRADE : +38'-2 RADE ?ADE* GWB;7 9-2" X ENTRANCE - /> �/X GLULAM BEAM GLULAM TYPICAL FOUNDATION WALL CONSTRUCTION. BRIDGE -DWGS X/\ X/ PER S BEAM PER ZUNFINISHED;7 EXTERIOR CLOSED CELL RIGID INSULATION -DWGS .`. �j\\j\\/\\/\\/\� S 10" POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING GYM X//, X//, X TYPICAL WALL CONSTRUCTION: -12 INSULATI( 'X' FIBER CEMENT PANELING OVER 2X WOOD BATTENS \/\\/\\/\\/\\/ 2X4 INTERIOR FURRING w/R )N FF7 X� REINFORCED w/CONTINUOUS REBARS x x 5/8"GWB ON INTERIOR COLUMN VAPROSHEILD- REVEALSHIELD VAPOR BARRIER OVER 3/4" PLYWOOD SHEATHING w 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY x ul N BEYOND 5/8"GWB ON INTERIOR X// X// \X/\, x// \X/X//X// MECH \/\\/\\/\\/\\/\\/\\/\\/- X� x \//\//\///\//\//\//\//\�/\//\//\//\//\//\//\// /\\//\\/ /\x x x x X\\//\\\</\I X/\I X// X//X// X/ IR/XXX;:>� STAIRCASE:SEE STORAGE Xl/x �x \x DETAILS \X1 x/ N BASEMENT SLAB x OL T.O.BAS .............................. �X� X.,X.X:> X X . ......... . ... ----------- ... .. ----- . ..... .... \-F B.M.-12'0" d.v TYPICAL FOUNDATION WALL CONSTRUCTION: x X X/\\ EXTERIOR CLOSED CELL RIGID INSULATION 1�\V/z,\V/ 10"POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING >X\/�\//�\//\/ �j�/�//\/\ REINFORCED w/CONTINUOUS REBARS 2X4 INTERIOR FURRING w/R-12 INSULATION 5/8"GWB ON INTERIOR BUILDING SECTION BUILDING SECTION SCALE:1/4" V-0` L. 0 71 Q, BERGDES GN YAHALOM RESIDENCE BUILDING SECTIONS Li VTITTJ7rs230 -7-71 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 ARCH T E CT U R E 965 EDWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET 11 MAY 31,2016 DESIGN DEVELOPMENT 11 DEC 09, 2015 CURTAIN WALL PRICING I FEB 11,2016 MECH PROGRESS APR 15,2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08,2016 PROGRESS PRINT MAR02,2016 PERMITSET APR 18, 2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 T.O.PARAPET B.M.+29'-2 1/4" T.O.JOIST B.M.+2T-81/2" 14'TJI's 230 @ 16' O.C. -- 14"TJI 230 @ 16"O.C. - TYPICAL ROOF CONSTRUCTION: SECOND FLOOR CEILING SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION _ B.M.+26'-6" 3/4„ PLYWOOD SHEATHING T.O.JOISTS TJI FLOOR/ROOF RAFTERS w/R-60 INSULATION ............. ................. ..._. . ... . .. .. .... . _................. ...... ....... ... . ................ ................... ....... __.. ............................... _.... ..... .. .. ........... ........ ...... .. . ................ ......... _... _... ......... .... „ BEDROOM 5/8”GWB INTERIOR FINISH B.M.+24'-101/2" 1 7/8 JI 230 @ 6 O.C. STAIRWELL CEILING WINDOW HEADER B.M.+23'-6" PER S-DWGS CLOSET BATHROOM BEDROOM STAIR LANDING PTD. GWB ' FIBER CEMENT PANELS T.O.PARAPET B.M.+17'-6" FUR OUT -- – EXTERIOR WALL FOR DOWNSPOUTS ZINC ROOF FASCIA SECOND FLOOR B.M.+14'-6" - r I 14"TJI 360 16"O.C. @ 14"TJI 360 16"O.C. PTD. GWB _ .. . . . .. . . FIRST FLOOR CEILING M B.M.+12-4- DROPPED GWB CEILING LVL PER S-DWGS _ DROPPED GWB CEILING TYPICAL WALL CONSTRUCTION: FULL HEIGHT GWB WALL w/ FIBER CEMENT PANELING OVER 2X WOOD BATTENS BOOKCASE NICHES i k WINDOW HEADER VAPROSHEILD-REVEALSHIELD VAPOR BARRIER OVER 3/4"PLYWOOD SHEATHING 36" HIGH d PER S-DWGS 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY \ / GUARDRAIL w ! 5/8"GWB ON INTERIOR \ / (TYP.) ��`� 11 / \ w / LIVING ENTRY \ - / \ UL RATED GAS ROOM FOYER WC HALL LAUNDRY to APPLIANCE INSTALL N AS PER MANU. SPECS jok FIRST FLOOR- ESTEEL B.M.-0'-0' ELEV.+39'-0" , STONE HEARTH � � _ -, STRINGER PAVERS ON = STAIR PREPARED lul SUB-BASE BASEM NT CEILING @ 16 TJ1 60 @ 16" C. V 16" JI 5 0 16"O.C. —1 1 y 1 PTD. GWB = ' F2AbE: B.M.-2'-0' +38'-2" / i \\ GRADE: +38'-0" : \/\/ / / DROPPED GLULAM PER iv ;, \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ GWB CEILING S-DWGS / // K\\\�\�X/ / /\ W \\\\X//, � COLUMN S E S DWGS \ \ \ \ \ �NFINISHE � �NFINISHE I- \ TYPICAL FOUNDATION WALL CONSTRUCTION: /\\//\\/ GYM MECH ``,•" /\/EXTERIOR CLOSED CELL RIGID INSULATION w \\/�10" POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING OPEN-RISER REINFORCED w/CONTINUOUS REBARS STAIRCASE N \ 2X4 INTERIOR FURRING w/R-12 INSULATION i'• 5/8"GWB ON INTERIOR \\ \\ \\ \ \7�\\ \ \ \ /\\/T.O.BASEMENTS \\ \/ \///\//\// / r \/ \ \ \ \\ \ \\ \ \ \ \ B.M.-12'-0" \// \ \/\/\/\/ " /\\/ 1 BUILDING SECTION SCALE:1/4"—1'-0" •'� •`'� \\�\\�\\�\\�\\/\/ CANTILEVERED ROOF AWNING W/ZINC ll ---------------- -- ------ - ---- - ------------- ------- --------- I - ---- --- -- - -- -------- ----------------------------- COVERED FASCIA ---- 2026 2031 I 2048 2056 FIBER CEMENT TYPICAL EXTERIOR PORCH CONSTRUCTION: PANELS SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION 3/4" PLYWOOD SHEATHING a TJI FLOOR/ROOF RAFTERS j PTD HARDI PANEL CEILING °' o o WOOD DECK OVER T.O.PARAPET ih P.T. SLEEPERS B.M.+17'-6" _... _.. ...... -- . ...... ........... GRAVEL 36" HIGH S.S. GRAVEL OVER ( 36" HIGH PARAPET SECOND FLOOR CABLE RAILING TAPERED INSULATION B.M.+14'-6" ............. .... ..... — ....-...... . —...._—.. — — — — — — — —.....— ---- -- - .......... �- .. .r�••, aF=.a...,ce^-^-�> .:w�.. „-.x- ::x .,.,,...;. � :<s..�^_.^ �*-,r,. .. ^;�!�,,��•:•.y „..r;w•ea. ��.�k§::2%R.. ai�rL.ti.w S:7�i'Sa.-/.%9Y'es -- r - - `e:�4' -+d'anw•. a - ....... ...... ............................. ..... ...... ........ T.O.JOIST - • 2 w ._.��,_.. .._ .':�.,�.'�.M,-;'�-,-�.r.v�-�;.....�w.�:>z.;�-� ,:.,y��,� :xM.-.�E .�,_�.. ;r•, , B.M.+13'-7 3/4" 11 7/6"TJI's 230 @ 16'O.C. 16"TJI's 560 @ 11 7/8" JIs 16"O.C. 30 @ 16"O.C. 11 7/ "TJI's 230 @ 16'O.C. jok PORCH CEILING B.M.+12'-7 1/4" d FICE CEIL NG d KITCHEN CEILING PANEL CEILING ~ OF I } B.M.+12'-3 1/4" B.M.+12'-5 1/4" , MICROLLAM LVL ALIGN `- ih STD. HEADER PER HEADER PER WB S S-DWGS DW SOFFIT 111A ......... ' O 1028 ' GS O LANTED _ SCREEN KITCHEN BEYOND m „ OFFICE € ., -- FIBER CEMENT CLADDING AT TOP :.:::: ... . . _} _... ..-..L....-- OF RETAINING i-- r--'- i--- WALL 6 - a, OUTDOOR KITCHEN: A 9 ,AILFIRST FLOOR-ELEV.+39-0" SEE DETAILS B.M.4-0- F .. . � 11 7/9 I s 2330 16 777 16 TJI s 16 D.C. S, 4 o, Y. Y 'Y V. l 7"C �I i" i E: BASEMENT CEILING \\ \\ \\ ., �\ �\ �\ \ ,/ / / / / ,l ,/ / / / ,� / / ,/ / ,/ /..... l ...../... .... / _//. ../ _/..... TYPICAL WALL CONSTRUCTION: _. ? ': . ... _.. _. ...... ...._ _.......--- - ... ...... ......_-.........- ....... _.'�::; `_�•; .... ... ...f../ .... B.M.-2'-6• /\/\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ \//\//\//\//\//\//\// / \//\//\//\�\ FIBER CEMENT PANELING OVER 2X WOOD BATTENS/ �// \\/ \/\$��/\\/\\/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \� VAPROSHEILD- REVEALSHIELD VAPOR BARRIER OVER 3/4" PLYWOOD SHEATHING' \\ a \\ \\\ / - /1 / / // // // // // // // // // // // // AVE S O // // // P'TD. �AVES OtV ,-'3 PIER /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/PREPARED \/\/\/ / / PREPARED / 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY/ P.T.WOOD FRAMED \ E ONp '\\ \\ \\ \\ \\/�\��\/�\ \\ \\ \\ \\ \\ \\ \\ \\ \S B-BA E \\ \\ GWB :,:: \\\\\SUS- ASE \\ 5/8"GWB ON INTERIOR, \\ STAIR \\ \\ /� �/ �/ // // / //, // ///// // // // // // // �/ �/ // // // // // �/ \/\\/\\/ / \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ R.C. RETAINING TYPICAL EXTERF OUNDATIODN EALLRCODNSNRUC�;ION, STOF2AGE \ \ \ \//\//\//\//\//�// \/\//\//\//\//\//\//\//\/ WALL 10" POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING\\/ '': \\/\\/\\/\\/\\/\\/\\/\\\\\/ ^ /\\/\\/\\/\\/\\/\ REINFORCED w/CONTINUOUS REBARS \//\ \ \ \ \ \ \/ \ \ \ \ / 2X4 INTERIOR FURRING w/R-12 INSULATION\\/ \\/\\/\\/\\/\\/\\�\� / �t<` �1 /\\/\\/\\/\\/\\/\\ STORAGE: 5/8GWB N INTERIOR\// :.;�• '�•' \////////////\//// • ' � �' \//////////////// ...' UNFINISHED BUILDING SECTION \ 2 SCALE:1/4..—1 ?, \/\/\/ T.O.BASEMENT SLAB / // \ \ \ B.M.-12'-0" . . . .: •:. ,.;,.'., ,.. . ,. [, . ..., . •, ..:: -•-. • a. \\/\\`/\\`/\\/\\� \\/\\/ BERGDES GN YAHALOM RESIDENCE \� \'�� \ .E1 BUILDING SECTIONS 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17, 2016 DATE: MAY 31 2016 ARCH TECTURE 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET Il MAY 31,2016DESIGN SCALE: AS NOTED NOT FOR CONSTRUCTION PROGRESS RI DEVELOPMENT II DEC 09, 2015 CURTAIN WALL AN 08, 2016 PROGRESS PRINT MAR I FEB 11,MAR 02,2016 MECH 016 PERMIT SET APR APR 15,2016 APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20, 2016 T.O.ELEVATOR B.M.-32'-2 1/4 _ _............ ..... ....... _... ._.._......................... _........................... -. _....._......_.. ...... ..... .......... ... .... ELEVATOR O T.O.PARAPET VOLUME BEYOND S.S. FLUE PIPE& CAP STANDING SEAM B.M.+29'-2 1/4" a _. ....... ____.._.. ..... .... ..... _._.- ... ....... j9kT.O.JOIST _. ZINC PANELS _ ...__._............. .... ... B.M.+271-8 1/2 ------ -- - --- - - --- _._._......_.... ....... ...... ........................... 14"TJI's 230 @ 16"O.C. ° " @ • TYPICAL ROOF CONSTRUCTION: SECOND FLOOR CEILING 14 TJ 's 23 1 O B.M.+26'6^ _............ ..... _ SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION 3/4"PLYWOOD SHEATHING T.O.JOIST w/R 60 INSULATION TJI FLOOR/ROOF RAFTERS - B.M.+24'-101/2^ PSL BEAM PER PSL BEAM PER 12"TJ 's 230 @ 16"O. PSL BEAM PER PSL BEAM PER PSL BE PER 5/8"GWB INTERIOR FINISH - - -...- ...... ----- - ------ STAIRWELL CEILING S-DWGS S-DWGS _ �/(, _ . .... . ......................... . S D S S DWGS S DWGS B.M.+23'-6^ _.. _ ........ ......... . .... _ _ • ........ ......... _ ............ ........ ...... _.. ...... TYPICAL WALL CONSTRUCTION: FIBER CEMENT PANELING OVER 2X WOOD BATTENS VAPROSHEILD- REVEALSHIELD VAPOR BARRIER OVER 3/4" PLYWOOD SHEATHING PTD GWB 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY 5/8"GWB ON INTERIOR JUDITH ELEV. JOACHIM JOACHIM JOACHIM BEDROOM ( DEN 36" HIGH DOOR '" BEDROOM WC CLOSET GUARD RAIL 0 T.O.PARAPET _ B.M.+17'-6" i 9 II I SECOND FLOOR 14"TJI's 360 " @ 16O.C. '' 14"TJ I's 5 0 @ 16"O.C. - FIRSTFLOOR CEILING ..... ......... ...... .... ............-............... ...... ...... ...... ....... ...... ... .. ... .................. .... ...... ............ . .......... ....................... ...... ..... ...... .... ... ...... ...... ............. ... ..... + BEAM PER LVL PER FULL HEIGHT WALL BATHROOM CEILING S-DWGS . ::..... � S-DWGS � PTD w/STORAGE NICHES HEADER PER PTD -SEE A34 GWB B.M.+12'5 1/4" S-DWGS GWB _ HEADER PER 36" HIGH S-DWGS � MUDROOM HALLWAY HALL AND GUARD RAIL DINING LIVING BATHROOM STAIR ROOM ROOM 0 0 0 0 0 FIBER CEMENT ELEV. EL DOOR FIBER CEMENT L RATED GAS CLADDING AT OP f RETAINING INS OF APPLIANCE TALL AS PER WALL PAVERS ON i ANU. SPECS:: OILFIRST FLOOR-ELEV.+39'-0" PREPARED SUB-BASE >: 'IFB.M.4-0" ...... - - - - _ _-. ...... ....................... F GRADE: + 16C. <= " J " OL BASEMENT CEILING m/\\` LOAD BEARING '.`. \\AN\� 3�� /\\/\\/\\ S-DWGS .{.:.. /\ B.M.-2'-6" WALL PER \ " GBEZjj PER S-DWGS UNFINISHED \ \\ TYPICAL FOUNDATION WALL CONSTRUCTION: \ PTD. GWB BASEMENT AL) �S)7�,\ /\�EXTERIOR CLOSED CELL RIGID INSULATION DROPPED \ r — \ CEILING \ /\\/\\/\\/\\/\ 10 POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING/ UNFINISHED ELEV. REINFORCED w/CONTINUOUS REBARS/ BASEMENT 36" HIGH DOOR GYM \ \� 2X4 INTERIOR FURRING w/R-12 INSULATION 5/8 GWB ON INTERIOR \ GUARD RAIL \ \ \ \ \ \ OIL T.O.BASEMENT SLAB B.M.-12'-0" ., BUILDING SECTION ;a BERGDES GN YAHALOM RESIDENCE BUILDING SECTIONS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 E: AS NOTED PROGRESS PRINT DEC 03,2015 STRUCTURAL DESIGN DEVELOPMENT it DEC 09,2015 CURTAIN WALL0WALL PRICING 5,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 PRIC NG I FEB 11,2016 MECCH PROGRESS APR 15,2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02, 2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20,2016 TYPICAL ROOF CONSTRUCTION: SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION 3/4"PLYWOOD SHEATHING ELEVATOR VOLUME BEYOND TJI FLOOR/ROOF RAFTERS w/R-60 INSULATION ELEVATOR T.O. ELEVATOR T.O.ELEVATOR 5/8"GWB INTERIOR FINISH VOLUME BEYOND B.M.+32'-21/4" B.M.+32'-21/4" FIBER CEMENT 10 2. PANELS A20 A20 T.O.PARAPET T.O.PARAPET -------- - ---- ----- --------------- --- ----- ------ ----- - - - ---- ----- - - -- - ------ -- ---- -- -...... - - TYPICAL WALL CONSTRUCTION; B.M.+29'-21/4" B.M.+29'-21/4- ...... T.O.JOIST OIL T.O.JOIST -" - B.M.+27'-81/2" B.M.+27'-81/2" OVER :: SOILECOND FLOOR CEILING .. .... .... SECOND FLOOR CEILING VAPROSHEILD- REVEALSHIELD VAPOR BARRIER OVER 3/4 PLYWOOD SHEATHING 2X WALL FRAMING 14 TJI 230 @ 16 O C ...:. ..:.. . .....:... 8 G w/R-34 CLOSED C OS CELL INSULATION IN ENTIRE CAVITY B.M.+26'-6" B.M.+26'-6" - .:.. ....::... ..:.... .......:...:..:.... ....:.... FIBER CEMENT 5/8 GWB ON INTERIOR PANELS S ANDIN SEAM INC PA ELS HEADER HEADER ---------- PER S-DWGS PER S-DWGS AM PER ZINC A ROOF PSL S-DWGS I ZINC WINDOW ; TRIM TYPICAL ROOF CONSTRUCTION: SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION 25 3/4" PLYWOOD SHEATHING A21 STANDING SEAM Z TJI FLOOR/ROOF RAFTERS w/R-60 INSULATION - INC PANELS 5/8"GWB INTERIOR FINISH ma 36" HIGH S.S.CABLE EXTERIOR BEDROOM RAILING BEYOND DECK S.S. CABLE 36" HIGH PARAPET WALL RAILING BEYOND - ... ...... ......... 3 S.S. CABLE RAILING 36"HIGH S.S. ......... I FABLE RAILING - - ---- A20 TEE OIL �SECOND FLOOR ... _.. SECOND FLOOR I DECK ON BMT.�+1S3'-7 2., B M.+14-6 " -..-.- I I „ TAPEROD SD EPERS .--...._.... T.O.JOIST .: _ -- __-- 14 TJI 560 @ 16 O C I.. _ ._. •; URRED OUT EXTER ..R ,`. ; :;. B.M.+13'-7 3/4" ;' 11 7/8"TJI 230 @ 16"O.C. 117/8"TJI 230 @ 16"O.C. „ B.M.+13'-7 3!4" 12 �O 11 7/8"TJI 230 @ 16"O.C. STEEL BEAM WALL FOR RAIL NG_ OFFICE AND BATH_ CEILING1 1111 „.... FIRST FLOOR CEILING PER S-DWGS B.M.+12'-5114" .......... ....... .....-- . ......... .. ......... ...... . 1.. . ... ......... ....-- .... .. .. ...._... . . ....... ... AZO ' ; B.M.+12'-0" �— EADE PSL BEAM PER DROPPED GWB CEILINGWGS LVL HEADER PER GLULAM BEAM ERS D S-DWGS 3 8" LVL's S-DWGS PER S-DWGS � ) WINDOW HE DER :` > : RETRACTABLE PER S-DWGS / 20/22 PER S-DWGS... INSECT SCREEN — -- r -- A22: ... ...... ...... 7.77777 ........................ 106C \ / JOACHIM DINING OPEN TO BATHROOM FOYER OFFICE ........................... ROOM HALLWAY ... a OPEN TO KITCHEN STONE PAVERS - - .... / S.S. CABLE RAILING ON PREPARED / \ RAMP — --...__ GLULAM PER STONE PAVERS SUB-BASE / ENTRANCE S-DWGS ON PREPARED =---=— SUB-BLASE OIL FIRST FLOOR-ELEV.+39'-0" FIRST FLOOR-ELEV.+39'-0" _ ._......................... ...... ...._ . ....__.. ...... --------- - - --- ..-. B.M.-0'-0" B.M.4-0" 16"T 1 560 16'O.C. 16"TJI 560 16"O.C. — @ @ ..... 16"TJI 560 16'O.C. <a 77 D <r \ \ 8 -n/ren •�\ / / BASEMENT CEILING S C G BASEMENT CEILING v \/ \/ '/ :�':. .. _ ,_ n / //\I / j,,.. / / / / / .................... . ...... . GRADE: +37-0 -/ B.M.-2-6 \ \ \ \ I B.M. 2 6 \/\/\/\/\�\/\/\/\/\/\ / TYPICAL WALL CONSTRUCTION. WINDOW HE ERj\//\ \//\//\ \ \ \ \ \/\/\/\/\/\/\\/\\ DROPPED GWB CEILING HEADER PERCONCRETE CURR \/\/\/\\/ FIBER CEMENT PANELING OVER 2X WOOD BATTENS ER S DWGS /\/\/\/\/\/\/\/\/\/\//\//\//\//\//\//\// S DWGS GRADING PER \/\\/\/ VAPROSHEILD REVEALSHIELD VAPOR BARRIER OVER 3/4 PLYWOOD SHEATHING �\ \\/\\/\\/\\\/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ,;• LANDSCAPE DESIGNER \ \\ \\\\\\\\\\\\ /\//\//\//\//\//\// ..;-•• 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY / �\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\�/\// \//\// \ \ \ \ \ \ 5/8 GWB ON INTERIOR \, \//\//\//\// ;:,`• v \ TYPICAL FOUNDATION WALL CONSTRUCTION: \ \/X//\1\x/1\/\/\/ STORAGE BATHROOM EXTERIOR CLOSED CELL RIGID INSULATION/ / GYM \/ \\ \ \\ \\ j 10" POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING \\ \ \\ \\ \\ \\ / / / REINFORCED w/CONTINUOUS KEBABS/\/\ •;`. - :::::. -.: :,i /�/\ / \\\\\ \\ \\ \\ \/ s." \ 18 DIAMETER 2X4 INTE \/\/\/ :'�'`: �.:, GRAD-• � / RIOR FURRING�w/R-12 INSULATION\\ \\ ; ^.' '' i „ ....................................::: :..•,, G \ SONOTUBE WITH \ \ \ \ \ \ RADE: / /\ /\/\/\ \// i i i i 5/8 GWB ON INTERIOR//// .,. +30'- / // // CONCRETE PILE/ // T.O.BASEMENT SLAB\/\/\/ /\/\/\/\/\/\/\/\/\ T.O.BASEMENT SLAB. _ / // \/ \/ \/ \/ \/ \/ \/ \/ \/ / \/ / \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ .\ \ \.. ....\..... . \... ............................. -- B.M.-12'-0" \ \ \/\/\/ /\/ /\/\/ \/ B.M.-12'-0" \\ \\ \\ \\ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \\ { 'x/ / / ::..; /\ /\ /\ /\ /\ /\ /\ /\ >\ \ \//\ // //\//\//\//\// .. ,i':'::". �\��\\�\\�\/\/\/\/\/\/\/\/\/ .: \/ / 24"DIAMETER \ /\\\/\\\/\\\ ".;::; ;: < \ EXTERIOROCLOSEDIOCELL RIGID INSULATION CONSTRUCTION: \\\\\\\\\\\ ?` \\\\\\\\\\\\\\\\\\ ��\/ \ \ \ \ \ CONCRETE PIER 10"POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING /\///// //////\\\\///////////��(//////\ \\ \/\\/\\/\ / /\\/\ REINFORCED w/CONTINUOUS REBARS \j \�X'\j \j \j \� \/\/\\\ \\ \\ \\\\/\\/\\\\\\� BUILDING SECTION 2X4 INTERIOR FURRING w/R-12 INSULATION /\ /\ /\ /\ /\ /\ i \\ \\ \ 5/8"GWB ON INTERIOR \\/�\/ `•' \\\\\\/\\\\\ BUILDING SECTION am ;r r t_ BERGDES GN YAHALOM RESIDENCE BUILDING SECTIONS ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 E DWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31, 2016 SCALE: AS NOTED PROGRESS PRINT DEC 03, 2015 DESIGN DEVELOPMENT 11 DEC 09,2015 CURTAIN STRUCTURAL WALL0PROGRESSEVIEW I FEB 05,2016 PERMIT SET II MAY 31, 2016 PRICING I FEB 11,2016 MECH PROGRESS APR 15,2016 DESREF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02, 2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 i T.O.PARAPET TYPICAL ROOF CONSTRUCTION: - T.O.PARAPET .................. SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION - - -� -_ - - - -- B.M.129'-21/4" 3/4" PLYWOOD SHEATHING B.M.+29'-21/4" T.O.JOIST ........ ........................ ...... ..... .............._..._.... . :. -- - TJI FLOOR/ROOF RAFTERS w/R-60 INSULATION _.... FIBER PANELS 26 EALED CEMENT B.M.+27'-81/2" 14"TJI's 230 @ 16"O.C. 5/8"GWB INTERIOR FINISH A21 GUTTER SECOND FLOOR CEILING _...... _. _. ...... ............................ ... . ..... _ _....._..._ _........................._ ....... ...... ...... .......... ....... _ ...... ....... ...................... .... . PSL PER B.M.+26'-6" ZINC WINDOW FRAME: S-DWGS T.O.JOIST SEE DETAILS T.O.JOIST B.M.+24'-101/2" PSL BEAM PER B.M.+24'-10 1/2" I 2X12 P.T. @ 16"O.C. 12"TJI's 20 I WINDOW HEADER S-DWGS ..... .... ._. .. STAIRWAY CEILING A21 —L j PER S-DWGS B.M.+23'-6" GLUELAM GLUELAM PER TYPICAL WALL CONSTRUCTION: I201B FIBER CEMENT PANELING OVER 2X WOOD BATTENS I PER S-DWGS S-DWGS VAPROSHEILD- REVEALSHIELD VAPOR BARRIER OVER 3/4"PLYWOOD SHEATHING 25 CURTAIN WALL CLOSET 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY A21 5/8"GWB ON INTERIOR - - EXTERIOR STAIR DECK o q rn rn T.O.PARAPET _.....__..... ...... ..... . ...... .. . ..... D.............. ...... B.M.+17'-6" 36" HIGH S.S. T.O.STEEL -- 36" HIGH S.S. 36" HIGH S.S. EXTERIOR CABLE RAILING O CABLE RAILING B.M.+13'-7112" DECK _ _ SECOND FLOOR I S-DWGS LVL PERM GUARD RAIL SECOND FLOOR........................ PSL BEAM PER. B.M.+14'-6" ---- -_- - ................. I . ........... ... S-DWGS T.O.JOIST 6 B.M.+14'-6° 21 14"TJ I's 560 @ 16"O.C. @,G •.0 ZINC CLAD A21 ll 7/8"TJ I's 230 @ 16"O.C. AUTOMATIC INSECT B.M.+13'-7 3/4" 16" JI's 560 @ 16"O.C. STEEL BEAM PER S-DWGS I SCREEN RECESSED FIRST FLOOR CEILING FIRST FLOOR CEILING FURRED OUT TRIM STEEL BEAM ..... .. .. ....... . B.M.+12'-0" EXTERIOR WALL FOR PER S-DWGS LVL PER INTO EXTERIOR CEILING B.M.+12'-0" RAILING ABOVE DROPPED GWB i S-DWGS STANDING SEAM CEILING SOFFIT \ / o ZINC PANELS _ 12 ABOVE 22 WINDOW HEADER L _ _ _ A21 PER 5-DWGS KITCHEN LIVING CABINETS ROOM 1098 UL RATED GAS APPLIANCE RETRACTABLE < OPEN TO o INSECT SCREEN AS PER MANU. SPECS HALLWAY Y E FIBER CEMENT SIDING KITCHEN 36" HIGH S.S. CABINETS BY / \ CABLE RAILING NON COMBLYSTIBLE PAVERS ON SIEMATIC FIBER PREPARED / \ CEMENT ZINC WINDOW FRAME: STONE BENIH SUB-BASE: SEE PANELS SEE DETAILS o') FIRST FLOOR-ELEV.+39'-0" - - L DETAILS FIRST FLOOR E EV.+39'Z. B.M.-0'4" 23 I " _ 16"TJ I's 560 @ 16"O.C. B.M.-0'-0" 16 TJI s 560�(/J�J 16 O.C. � t'F RA /+38_Z / BASEMENT CEILING... ...... ................. ............................ ..... ............................... . ... .... ...................... ............ GRADE:...... \/\\ i B.M.-2--6" GLULAM BEAM \\ ... WINDOW HEADER .............................. '',+: / / / / / / / / / / / / / / / / / / PER S-DWGS \ \\ \ PER S-DWGS :`.. \\\ \\\\\\\\/\\\ \\\\\ \\\\\ \\�\\\\\�\\\\\�\\�\\�\\�\\/\\\� ,\ i\r�\r�\r�\r\/\\j\�j/�\ \ FOUNDATION WALL CONSTRUCTION: GYM �NFINISHE � EXTERIOR��.��' \ 0" POURED ONCRETE WALLINSULATION KEYEDTO A CONCRETE FOOTING \/\ \ \/\ REINFORCED w/CONTINUOUS REBARS \\ \ 2X4 INTERIOR FURRING w/R-12 INSULATION /\\ OPEN RISER 5/8"GWB ON INTERIOR STAIRCASE \\ \\ \\ \\ \\ \\\\\\\\\\ \ \\ \\\\ \\ \\ \\ \\ \\\ \\ \\ \\ \\ \\ .i i / // // // // // / � , GRADE: +28'-0.. /\/\/\/ \ // // \ \ \ \ \ \ \ \ \ \ \ \ \ T.O.BASEMENT SLAB \ \ \ ................ T.O.BASEMENT SLAB / / . /..../ .. / / ... / ..... / / .. / . / .../\� .... .......... / / / / / / / / / / / :., . / / / / / / / / / / / // B.M.-12'-0" \ \ \ \ \ \ \ \ \ \ \ \ \ /\ \/\ /\/\// // // // // //\\X/\/\/\//\/\ j \\j\\j\\j �\�\\i\\j/\\j\\i` 1 BUILDING SECTION BUILDING SECTION i BERGDES GN YAHALOM RESIDENCE BUILDING SECTIONS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 EDWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY31, 2016 SCALE: AS NOTED DESIGRESS PRINT DEC 03,2015 STRUCTURAL GN GN DEVELOPMENT 11 DEC 09,2015 CURTAIN WALLPRIC NG I FEB 1EVIEW I FEB 01,2016 ME5,2016 OCH PROGRESS APR 15,2016 GRESS PRINT APR 11,2016 PERMIT SET II MAY 31, 2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02,2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 INTERIOR EXTERIOR EXTERIOR SIDING WALL FRAMING: PTD. GWB INTERIOR FINISH WOOD FRAMED DEPTH VARIES- WALL SEE PLANS P.T. SILL PLATE TERMITE SHIELD OVER WOOD FINISH FOAM SEAL WOOD FINISH 1/2" EXPANSION JOINT FIBER CEMENT SIDING: SEE SIDING FLOOR 2"THICK STONE PAVER w/ FLOOR PL 3/4"PLYWOOD 3/4" PLYWOOD 6X6 W2CLEAR 2FROM MTOP DETAILS SUBFLOOR SQUARE EDGE SUBFLOOR FIRST FLOOR ELEV. +39'-0" _ FIRST FLOOR ELEV. +39'-0" _ 4"MIN RC SLAB ON _ _ _ - FIRST FLOOR ELEV. +39'-0" B.M. 0'-0" �-� -� B.M. 0'-0" '� POLYEHTYLENE VAPOR `. INSECT SCREEN B.M. 0'-0" - F� . ` T.O. FOUNDATION WALL_ ` GRAVEL AGGREGATE - v O ° ° GRADE TERMITE SHIELD OVER FOAM SEAL c. C TJI JOISTS B.M. -0'-4 1/2" I -\ \ '- - - IT I ° T.O. GARAGE SLAB Q PER S-DWGS ° 1 le :*' ti TJI JOISTS PER - ° s°_ ��_. I -77 - B.M. -0'-6" : ... - - - X - �- � - - ff - T.O. POOL DECK �� - STRUCTURAL PLAN B.M. -0'-8" .. :, `' CLOSED CELL ° a ° O CLOSED CELL Y V - ° ° v BITUMEN- MODIFIED Q _ u� POLYURETHANE SPRAY 1"SAND SETTING BED v URETHANE:WATERPROOFING FOAM INSULATION POLYURETHANE SPRAY BETWEEN JOISTS 4"CRUSHED AGGREGATE , ° %' FOAM INSULATION ° ° ° ° V v s Y ° - '':O: ° 6,;' BETWEEN JOISTS ° CANT o :` V G v v COMPACT SUBGRADE ° TOP OF FOOTING AT MINIMUM Y 11 I I I I I I I _ ° T BELOW GRADE v T.O. RICK LEDGE - xi I B.M. -1'-7. ° 3 p I- ° D _ �} d °d CEILING .. ,,.R.., ....... . - ° o - GRAVEL .. .. ...::............�.,,:,.,,,. CEILING I 'i.., d _ B.M. -2'-0.. B.M. -2'-2.. - d PTD. GWB CEILING ;I, d PTD. GWB CEILING: ° p ,° I ° FRENCH DRAIN °° d VARIES: SEE PLANS - PTD. GWB WALL - REFER TO S-DWGS ° ° _ °- - - p ° - NEW GRADE BEAM o �. INSULATION PER PLANS FOR REBAR SIZES- d ° ° INTERIOR INSULATION s &LOCATIONS- a 1=� ° 0 ° p PER PLANS — ,O ° O - (2)#4 REBAR 1 1/2" FROM BOTTOM. .da — ° d 2X4 FURRED WALL fi II I'' AGAINST CONCRETE FOUNDATION WALL — FIBER CEMENT SIDING d TYPICAL FOUNDATION DETAIL AT GARAGE I 1 1 PRESSURE TREATED d SCALE: 1 1/2" = 1'-0" d ° d WOOD BATTENS POURED CONCRETE - ° FOUNDATION WALL PER - d°° ° ° °° - d TOP OF CONCRETE GARAGE DOOR VAPROSH ELD STRUCTURAL SPECS """ WALL BEYOND CLAD w/FIBER BUILDING WRAP I I �' d a ° BASEMENT FINISH CEMENT SIDING UN FIBER CEMENT PANEL 2 THICK RIGID - I! d d a VARIES: SEE RAINSCREEN SYSTEM INSULATION - PLANS d �I T.O. SLAB g. FIRST FLOOR ELEV. +39'-0" - - - - - OIL ° B.M. 0'-0" 1/2"EXPANSION T.O. FOUNDATION WALL- - - - - B.M.-12'-0 - IN d ° ° 6X6 W2.0 X W2.0 WWM PL B.M.-8'-3.. JOINT 1"CLEAR FROM TOP d o D ° e ° $ ° ° a ° d CONCRETE SLOPE DRIVEWAY APRON BITUMEN- MODIFIED d d° d T.O. GARAGE SLAB d URETHANE: d , „ _ � U oa a a a -- a� B.M.-0-6 ° d ;,,, - - --------------------------------------- _ - - - - - _ === =--_-_-_______________ _ __ -_- - SLOPE WATERPROOFING) _ __ ___________ _____ __________ _ __ ___ _ __ d ° _ -- - - _---_ _ - 4" M 4- ° d ° ° CANT 30° GROUT SHELF_ - -= ° ° °: Q,. °.< AA ° ° ° d ° °°d 4 C ° ° G $ ° - -- ---------- N RC I d ov ° ° ° POLYEHTYLENE VAPOR ° a ° ° d ° °° d ° ° °° d ` '° a a ° ° ° 4" MIN REINFORCED BARRIER OVER 4"THK ° ° ° ° .° °d' .d° °Q ° ° d ° ° TERMITE SHIELD ° GRAVEL ° ° 'SLAB ON POLYEHTYLENE GRAVEL AGGREGATE ° ° m a ° d ° d d _ ° ° d„ d a a s d OVER FOAM SEAL `"U P ° ° ° ° ° d °�VAPOR BARRIER ° ° o ° ° ° v d d ° ° 2X4 KEYWAY ° d° ° v ° INSECT SCREEN � o �o d ° d B ° a ° v ° ° °°'dd RIDGID INSULATION d. ° OVER 4"GRAVEL S�09 e - FRENCH DRAIN a ° ° ° ° dd ° - REFER TO S-DWGS FOR REBAR SIZES ° NEW FOOTING - FOOTING AT MINIMUM (2)-#4 TOP _ d ' z' I I I I I - __ I & LOCATIONS �'.'';;Ii a d°° I I I - T BELOW GRADE I I I I I 2X4 KEYWAY ° ° ° III III I ° ° � ad 2 TYPICAL FOUNDATION DETAIL -S-C-AILE: 1 112" l'-O" 4 EXTERIOR INTERIOR (3)#4 BOTTOM _ ° ° ° d e ° ° d ° 1=11111; `° d d ° °° a I I EFCO CURTAIN WALL: ° PTD. GWB INTERIOR FINISH d SEE WINDOW DETAILS POURED CONCRETE �' ;; ° d _I I I � �w� d FOUNDATION WALL PER_ ,i, l,l d PLYWOOD SHEATHING P.T. SILL PLATE d . °° U ° d ° STRUCTURAL SPECS- BASEMENT FINISH I PTD.WD. INTERIOR d _ 1/2" EXPANSION JOINT d VMZINC SILL FLASHING: ® EXTENSION JAMB — 2"THICK RIGID 1 d° VARIES: SEE T.O.WALL 6X6 W2.0 X W2.0 WWM PL RH I � I I Ffl SEE 15/A23 FOR MORS -- _ -_ - PTD.WD. CASING — INSULATION ° d PLANS B.M. O-0" \ 1"CLEAR FROM TOP TYCAL FOUNDATION DETAIL AT GARAGE OIL " - 4"MIN RC SLAB ON 1 1/2" = 1'-0" ° °L T.O. SLAB _ llf ° *_SC_A_5E.! T.O. FOUNDATION WALL B.M. -12-0 ', °. d FIRST FLOOR ELEV. +39-0 - - - ° - - - I d a ° ° B.M. 0'-0" _� I d , POLYEHTYLENE VAPOR B.M. -3-9' i d >: PTD. GWB FINISH d e ° d BARRIER OVER 4 THK - - k T.O.WALL TERMITE SHIELD OVER — - - ° a° ° a FOAM SEAL GRAVEL AGGREGATE ° dd ° d° B.M. +2'-6" ANCHOR BOLT:SEE — 'al ° d ° d � � S-DWGS d a I -- a ° a ° ° POURED CONCRETE a a ° d ., ______ ______________ T.O. GARAGE SLAB - d _ - FOUNDATION WALL PER I d ° ' �;ilii ____________________ ________________________________________--------------------________ 1 11 Y ° ----------------- B.M. -0-6 ° d SEE SO4 PLANS d. 4" MIN REINFORCED ° PRESSURE TREATED ° . ° r ° . ° d ° i ° d PER PLANS d d ° ° d ° _ _ °_ ° I ° ° 2X FURRED WALL SLAB ON POLYEHTYLENE PLYWOOD UP TO TERMITE ° d a t VMZINC SINGLE LOCK I ° . —VAPOR BARRIER - SHIELD `_ °a ° _ d ° ° ° ° ° o C °°d d STANDING SEAM WALL d d ° ti AGAINST CONCRETE d ° I I I ° ° FIBER CEMENT PANELS. SEE A23 FOR FOUNDATION WALL ° - ° SIDING: SEE SIDING MORE DETAILS i ° ; —RIDGID INSULATION FOUNDATION WALL d ° d. ° ° ° ° d ° ° ° 1 d ° REFER TO S-DWGS ° I DETAILS 1 OVER 4"GRAVEL FOR REBAR SIZES BITUMEN-MODIFIED o a ' '';!i ° - - ° v o db d EXTERIOR SHEATHING 1 °a a " &LOCATIONS ° d ° I I I v URETHANE: o ° NOTE:TOP OF— _ a ° a ° ° ° ° ° WATERPROOFING CANT 30° GROUT SHELF) p o ! ° FOOTING AT MINIMUM— _ I I _ d°° °. _ 3'BELOW GRADE— °. ° ° ° ° dp ° ,dO d d GRAVEL d ° d ° d ° ° d ° VMZINC SINGLE LOCK4 STANDING I a d d ° BOTTOM F WALL FIBER CEMENT FLASHING: SEE 16/A23 i ° ° , ° ° d ad ° I ° SIDING: EXTEND 12" d. d,. FRENCH DRAIN o d. ° ° ° - ° d ° MINIMUM BENEATH d ° d TERMITE SHIELD d ° a d . ° ° STAIR - ° - FIRST FLOOR ELEV. +39'-0" °. °. IPE TREAD& ° d B.M. 0'-0.. ° RISERS 2" d ° a d to d ° ° ° d d°° 5 ad I I TYPICAL FOUNDATION DETAIL - ° s Q 1 SCALE: 1 1/2" = 1'-0° ° N °a° d 1 P.T. STAIR ° d d ° d I i � � � � ° �� ° d ° a I FRAMING ° a GRADE: +38'-2 ° �� , ° REFER TO S-DWGS d d° d FOR REBAR SIZES ° I &LOCATIONS I I d III III III III III III ° III III III III III II TYPICAL FOUNDATION DETAIL AT GARAGE RETAINING WALL DETAIL AT EXTERIOR STAIR RETAINING WALL DETAIL AT CURTAIN WALL 3 SCALE: 1 1/2" = 1'-0" 6 SCALE. 1 112" = 1'-0" SCALE. 1 1/2" 1'-0" BERGDES GIN YAHALOM RESIDENCE FOUNDATION DETAILS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 03,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17, 2016 DATE: MAY 31, 2016 965 E DWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING 111 FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31, 2016 SCALE: AS NOTED PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05, 2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 NOT FOR CONSTRUCTION PROGRESS PRINT DESIGN MENT II DEC 09,2015 CURTAIN WALL AN 08, 016 PROGRESS PRINT ICING I FEB MAR102,2016 MECH APR 15,2016 REF NO: 178 016 ERMITROTRESS APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 PERFORATED METAL SCREEN Y2" PTD. GWB BLUESKIN BUILDING WRAP METAL COPING WALL FRAMING& INSULATION 1 — — — - LAPS SCUPPER /2 PTD. GWB ICK STONE - ' UNDERLAY TO PROVIDE PAVERS WITH SAND — _ FIBERGLASS BATT INSULATION WALL FRAMING &INSULATION ISOLATION OF METAL FLASHING SWEPT JOINTS 3/4" PLY SHEATHING FIBERGLASS BATT INSULATION TO FRAMING 1" SAND SETTING BED BUILDING WRAP 3/a" PLY SHEATHING FIBER CEMENT PANEL BUILDING WRAPEPDM STRIP - - - MAIN BATTENING 3"AIR SPACE M MAIN BATTENING EPDM FIBER CEMENT PANEL 3/a" PLY WD SHEATHING k mix 1 FLASHING — AGGREGATE BASE EPDM P.T. PLYWOOD SHEATHING FIBER CEMENT PANEL 19116 19116" POWDER COATED CANT STRIP PREPARED SUBGRADE SCREWS TPO ROOF MEMBRANE POWDER COATED - � - O WR GRACE ICE& T — — EXTEND FLASHING DRIP BEYOND SCREWS WATER SHIELD SHEATHING- HEM INTO CONDUCTOR 2"X 4" SUBSTRUCTURE 4 FIBER CEMENT PANEL AT INTERIOR CONRNER HORIZONTAL FIBER CEMENT PANEL VP) TAPERED INSULATION PRECAST PAVER SETTING DETAIL SCALE:1 1/2"=T 0" J SCALE:1 1/2"=1'-0" 3 1/2"D X 12"H X 18"L FULLY 04 SCALE:1"=1'-0" Y2"GWB ------ ----------- -- -- --- SOLDERED LEAD COATEDY2"GWB ,;`;', :'; , •;: ,' . '.',r •' .';;'; . FINE PEA GRAVEL COPPER CONDUCTOR HEAD ___________ ____________________________________________________________________________________________________________ WALL FRAMING&INSULATION (3/4„ 3/4„ DIA. - - - - - ------------ - - - - - SOLDERED TO DOWNSPOUT r WALL FRAMING & INSULATION _ ___ _ _ _ ___________________________________________________________________________________ _. --------------------------------------------------------------------------------------------------------------------------------- STONE) -------------------------------------------- ------ ----------------------------------------- - " PLY SHEATHING I '� AGGREGATE BASE ' (1/2„-3/4” DIA. EIFS PLY SHEATHING (� STONE) ' CONCEALED DOWNSPOUT DETAIL PLAN I BUILDING WRAP BUILDING WRAP w � FABRIC MAIN BATTENING MAIN BATTENING ' ,'; Q SEPARATOR IF SCALE:3"-1'0" EPDM EPDM REQ'D FIBER CEMENT PANELS _ N FIBER CEMENT PANELS CONTINUOUS LEAD COATED • . COPPER FLASHING w/DRIP POWDER COATED SCREWS POWDER COATED SCREWS " • d` VAPROSHIELD BUILDING FIBER CEMENT PANEL AT EXTERIOR CONRNER VERTICAL FIBER CEMENT PANEL TYP PARAPET DETAIL AT ROOF - I WRAP LAPS FLASHING �O 00 [_] OU oO=OOO 000=x] %+ 6 SCALE:1 1/2"=1'-0" SCALE:1 1/2°=1'-0" C10) SCALE:1 1/2"-V.G. �0 D OQ �O C P.T. PLYWOOD SHEATHING 3 1/2"AIRSPACE36"ABOVE DECK _ _ —_ AGGREGATE SUBBASE FIBER CEMENT PANEL BM - � _ —_ PREPARED SUBGRADE LEAD COATED COPPER METAL COPING I� —III—III—III-1 I I1 I-1 I -1 I-1 I I-1 I I TAPERED INSULATION < UNDERLAY TO PROVIDE I FLASHING w/DRIP EDGE ISOLATION OF METAL FLASHING PEA GRAVEL ON AGGREGATE BASE DETAIL PERFORATED METAL ROOFING MEMBRANE SCREEN TO FRAMING 14 FIBER CEMENT PANEL THROUGH WALL FLASHING EXTENDS 4"(MIN.)PAST WALL EPDM STRIP LAWN I 4"AIR SPACE EXTEND FLASHING DRIP 3/a" PLY WD SHEATHING METAL EDGING W/ BEYOND SHEATHING-HEM DRIP EDGE STEEL STAKE INTO CONDUCTOR VAPRO SHIELD WEATHER BARRIER OVERFLOW OPENING SS SCREWS T.O. ROOF DECK 1 x 4 IPE DECKING B.M. +22-2Ma -, PEA GRAVEL PAVING PT SLEEPERS — _ AGGREGATE BASE FLASHING — — —III— I— _--3 1/2"D X 6"H X 12"L FULLY CANT STRIP TP ROOF MEMBRANE LEAD COATED COPPER CONDUCTOR HEAD I — — I- — k SOLDERED TO DOWNSPOUT3 1/2"D X 12"H X 18"L i f I I1.0 � WR GRACE ICE& _ — FULLY : I SOLDERED LEAD WATER SHIELD COATED COPPERCONDUCT R 2„ I I -- I I 0 OO O O oO O0 OCOO 0O O0 DIA. DOWNSPOUT TAPERED INSULATION — 0 O O O O .. HEAD SOLDERED TO ROOF STRUCTURE DOWNSPOUT — — AGGREGATE SUBBASE - - _ - -- — — — — — EXTENDED (12") II= I _M I - -__ PREPARED SUBGRADE d STRUCTURE VARIES — STEEL EDGE AT DRIVEWAY DETAIL 4"X 3” DOWNSPOUT I 15 SCALE:1"=1'-0" DRIP EDGE FLASHING Ij I HARDI BOARD SMOOTH SOFFIT MATERIAL o- GATE WITH SELF CLOSING it ✓- MECHANISM AND LATCH ABOVE : PARAPET DETAIL AT ROOF DECK SPACIN CEDAR POSTS @4'-0" AXONOMETRIC OF CONCEALED DOWN SPOUT 11 SCALE:1 1/2"=r-0" PACINGTYP. CONCEALED DOWNSPOUT DETAIL AT ROOF o 2 SCALE:3"=1'-0" SCALE:1 1/2"=1'-0'O CONTINUOUS LEAD COATED 2 PART CLAMP DRAIN DRAIN STRAINER o COPPER FLASHING w/DRIP ASSEMBLY SIZED TO , ACCEPT 3" DIA. DOWNSPOUT 1x4#2 CEDAR VAPROSHIELD BUILDING CUSTOM 30"SQ. MIN. 1.5LB TO 4LB GATE FRAME:#2-2 x 4 CEDAR WRAP LAPS FLASHING FRAMING AND DIAGONAL FINISH DECKING - _., (-V LEAD, OR 16oz COPPER FLASHING P.T. PLYWOOD SHEATHING ADHERED ONTO FINISHED ROOF FINISH ROOF DECKING OVER BRACING PRESSURE TREATED JOISTS ° 3 1/2"AIRSPACE PRESSURE TREATED EPDM ROOF MEMBRANE SLEEPERS RUNNING DECK JOISTS @16"O.C. i FIBER CEMENT PANEL PARALLEL WITH ROOF SLOPE ° P.T. SLEEPERS LEAD COATED COPPER SS CABLE RAILING ° PITCHED DECK-SLOPE I FLASHING w/DRIP EDGE 1/4"PER FOOT MIN. I IPE WOOD DECKING ° PERFORATED METAL SCREEN ROOFING MEMBRANE PRESSURE TREATED ° GARDEN FENCE AND GATE DETAIL THROUGH WALL FLASHING V SCALE:1/2"=1'-0" TAPERED DECK FRAMING EXTENDS 4"(MIN.)PAST WALL _ ZINC CAP _— _ --------- -`�' _____ RECEIVER STRIP ° EXTEND FLASHING DRIP = _ _ _ _ _ _ _ _ ______ �`'-- -- -- _____ _ -_ BEYOND SHEATHING-HEM = _ _ _ _ _ _ _ _ __ ___ ____ � ___' -_ --- ---------- - _ _----� ______________________ _ _ - - _ _ SECOND FLOOR 8" min — - -- IFF 11-11 - - - - INTO CONDUCTOR BM ELEV: 14'-6 --_ - -- - --_ - - c BLOCKING AS REQ'D VAPRO SHIELD VAPOR BARRIER T.O. ROOF DECK PLYWOOD ROOF DECK FASTENER na - FIBER CEMENT OVER JOISTS FLASHING PANELS 3 1/2"D X 6"H X 12"L FULLY WR GRACE ICE AND RECESSED VERTICAL TPO • Y. SOLDERED LEAD COATED WATER SHIELD ROOF MEMBRANE --- _ SCREEN WALL TRACK WR GRACE ICE AND ' ••' • 3" DIA LINE STRUCTURE ABOVE COPPER CONDUCTOR HEAD . DOWNSPOUT SOLDERED TO DOWNSPOUT WATER SHIELD BETWEEN JOISTS HARDIPANEL , I _ 1'_ 1/4" 2„ DIA. DOWNSPOUT DECK JOISTS VAPRORO SHIELD VAPOR 4 DIA. DOWN ••..' ••- a"TJI 23 @ 16”O C.STRUCTURAL BARRIER 118 SPOUT ROOF STRUCTURE �� \ FLAT LOCK ZINC PANEL PTD AZEK DRAIN ELBOW BELOW JOIST- FRAMED POCKET FOR r CONCEALED FASTENERS PITCHED TO CONNECT TO MOTORIZED INSECT VAPRO SHIELD VAPOR 0 ROOF LEADER SCREEN — BARRIER _ 4'PRESSURE TREATED EXTERIOR SOFFIT PSL BEAM PER S-DWG's PLYWOOD IRECESSED VERTICAL WALL 5 1"x 5!'PSL COLUMN -- -- --- ---- ''' 4 4 ` ' � r I I TRACK V. RECESSED VERTICAL WALL _ I I TRACK : I I _ _ -------------------------------------------- --------- ------------- ------ ----------------------------------- --- ------------------------------------------------------------------------------------------------------------------------------------------------------ CONCEALED DOWNSPOUT DETAIL AT ROOF DECK ROOF DECK DRAIN DETAIL O EXTERIOR RAILING & MOTORIZED SCREEN DETAIL EXTERIOR COLUMN DETAIL (� 1 SCALE:1 1/2"=1'-0" 17 SCALE:1 1/2"=1'-0" 3 SCALE:3"=1'-0" SCALE:3"=1'-0" BERGDES GN YAHALOM RESIDENCE EXTERIOR DETAILS 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31 2016 ARCH TECTURE 965 E DWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05, 2016 PROGRESS PRINT APR 11,2016 PERMIT SET 11 MAY 31, 2016DESIGN SCALE: AS NOTED NOT FOR CONSTRUCTION PROGRESS RI DEVELOPMENT II DEC 09, 2015 CURTAIN WALL AN 08, 2016 PROGRESS PRINT ICING I FEB 11, 2016 MECH MAR 02,2016 PERMIT SET KESS APR 15,2016 APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 SIDE MOUNTED SS CABLE SIDE MOUNTED SS CABLE RAILING ENTRY DOOR RAILING 1 1/2"x 1 1/2" I HANOVER PAVERS:2"THICK x 18"x 36" EA. 2"x 2" STANTION BY AGS STAINLESS STANTION BY AGS STAIN(ESS VM ZINC PANELS - - - --- - - - - - STUDS 8"O.C. 3 FINISHED SHAFTWAY 31„ 4'-0&- 4'_03„ 4,_o-3„ 4'-031. 4'- 4 444 4 V48 GWB WOOD FRAMED ENCLOSURE AND PLYWOOD ;x LATERAL BRACING FOYER 9- UP I? LATERAL BRACING r. ............. ..................... .......... ................. .............. ........... ......... .............................................— ..... ....... ......... ... 3,, PLYWOOD ON -Oy" 4 2 3 STRUCTURAL WALL CARRYING ELEVATOR LOAD NEW RES ......... --- ELEVATOR C12 X 25 @ 6'O.C. INSTALLED AS ENTRY HANOVER PAVERS: PER NY STATE 3'-0" COVERED 2"THICK x 18"x 36"EA. BUILDING CODE 24'-0" McNICHOLS PLANK GRATING- GRATE DOWN SPOUT DOWN SPOUT GRATE LOCK- 1 "THICK x 12"WIDE CONCEALED IN CONCEALED IN ELEVATOR VOLUME STEEL"C"CHANNEL ELEVATOR VOLUME c SECTION THROUGH ENTRY BRIDGE EXPLODED AXONOMETRIC OF BRIDGE ................. ..... .... PT WOOD BLOCKING SCALE:1/2"=1'-0' .... .. ............ .......... THICK: STEEL PLATE . . .... SIDE MOUNTED FIRE RATED SELF .......... .................. 4 CLOSING DOOR BY AGS STAINLESS ....... SS CABLE RAILING 2"x 2"STANTION THICK: FIBER CEMENT COVER PANEL 77 .......... ...... ... .... . .. .. .. ...... HANOVER PAVERS:2" N, THICK x 18"x 36"EA. 6 HIGH S _7 77 LANK GRATING OVER d /CABLE RAILING: ELEVATOR PLAN! (TYP.) 10 HANNELS HANOVER: ...... THICK x 18"x 36" EA. FIRST FLOOR-ELEV.+39' FIRST FLOOR ELEV.+39'-0" If PLANK GRATING OV'IE4 c B.M.-0 B.M.-0'-0" ...................... ..... . ..... C CHANNELS . .... ... .. ... .. . ... ...................... .............. ....... .... .... .... 9- ......... . . .. . .. . .. . .... .. ...... ......... ................... ...... .. ..... ........ TOP OF RA TOP OF RAMP B.M.-0.W . ...... MP B.M.-0'-6" 4 ............... ... ...................... ..... ..... ......... ..... ... ..................... ...... ...... ..... ..-BOTTOM OF RAMP B.M.-1'-6" SIM ---- - ---- --- ---- - - - - -- - - - - - - 117/8"T JI 2 3 0 @ 1 6"O.C. BACK TO BACK S EEL GRADE __O_ . CHAN�ELS 24 B.M.-2'-0" STEEL CHANNELS @ 6'O.C. T.O.PARAPET 'IV B.M.129'-6" STEEL CHANNEL BOLTED 777. .. CONCRETE CURB GALV. STEEL FRAMED RAMP STEEL CHANNEL w/P.T. TO RIM JOIST .- I �/\ 5'GWB ................ ....- 5 WOOD BLOCKING 8 'N .A22F GALV. STEEL ..................... CHANNELS @ 6' -........... O.C.—--------------------- x ........... ...... --------- ---- ------ "'24" DIAMETER CC NCRETE \ \ \ GRADING AS PER FARM PILE, ...................................... . ................ T.O. ROOF DECK DESIGN 09L .... ....... .......... .. ......... .. ...... ............................. ...... ....... ............................. ....... ...... ............... B.M.+24'-101!2" 11 7/8"TJI 230 @ 16"O.C. .. .................... .. ...................................... / /\/\/\ \ jdk SECOND FLOOR CEILING ................. .......... (2) 18" DIAMETER B.M.+26'-6- .................................................... CONCRETE PILE (1) LAYER 8 5"GWB AROUND ENLARGED SECTION THROUGH ENTRY BRIDGE ENLARGED SECTION THROUGH ENTRY BRIDGE ENTIRE SHAFT WALL SCALE:1/4'=1'-0" HANOVER PAVERS:2" STAIR THICK x 18"x 36"EA. 0 ZINC CLAD 00 1/2"X 2"S.S.TOP RAIL BY AGS STAINLESS 24"SMOOTH FINISH McNICHOLS PLANK ELEVATOR SHAFT GRATING-GRATE LOCK ' 1/8"X IX9 A316 S.S. CABLE BY AGS STAINLESS . CONCRETE PILE 1 1/2"THICK x 12" 4 WIDE ENCLOSURE OUR RATED 4 5�_' 4 . —t �� . 4 CONCRETE CURB HANOVER PAVERS OVER (4)#4 REBAR SECOND FLOOR SIDE MOUNTED SS CABLE RAILING 2"x 2"STANTION BY AGS STAINLESS PREPARED SUB-BASE B.M.+14'-6" 1 14"TJ 1360 @ LATERAL BRACING 16"O.C. 1/4"X 2"X 4"STEEL PL. @ EACH PAVER JOINT #3 REBAR @ 18"O.C. AS REQ'D 1/4"THICK: FIBER CEMENT COVER PANEL 4 HANOVER PAVERS:2"THICK x 18"x 36"EA, 4 FIRST FLOOR CEILING ' .4 1 (o ... ... GRATE LOCK 14 B.M.+12'-0' McNICHOLS PLANK GRATING 1 THICK x 12"WIDE 4 STEEL CLIP ANGLE 4 PT WOOD BLOCKING BEYOND 4 4 N C12X25 RADE�+3�'-O'. C12X25 STRINGER STEEL"C"CHANNEL 4 C12 X 25 @ 6'O.C. (TYP.) BACK TO BACK 6.N 4x STEEL CHANNEL 4 4 x/ BEYOND SET ON N CONCRETE PIER 4 .71 4 4 ------- ------ 21-01' N 1/4" 1/4" 41 18" DIA. CONCRETE 9 4 00 PIER BEYOND 1 HOUR RATED WELDED TAB WELDED TAB 0 al O BEYOND BEYOND PLAN SECTION DETAIL AT CONCRETE PIER /,'�SE�CTIMNDETAIL AT- RAMP 3/8"X 3"X 9"PL 18"X 3"X 9" PL -SHRINK F NON 5 SCALE:1 112'=1'-0' 3/8" PL.WEB GROUT 3/8" PL.WEB - ----- STIFFENER STIFFENER IL------ dk FIRST FLOOR-ELEV.+39,'-0". .. B.M.-0'-0" 16"TJ1 360 @ 16"O.C. 1/4" 4- (4)5/8' DIAMETER ANCHOR HANOVER PAVERS:2" BASEMENT CEILING BOLTS-2 EACH CHANNEL THICK x 18"x 36"EA. FIRST FLOOR ELEV. +39'- B.M.-2'-0" j\\ ...... ........... B.M. 01-P-" 24" DIAMETER CONCRETE McNICHOLS PLANK PIER ENTRANCE GRATING-GRATE LOCK HANOVER PAVERS:2" co THICK x 18"x 36" EA. BRIDGE NOTE:ALL 1 1/2"THICK x 12"WIDE x ' EXPOSED STEEL McNICHOLS PLANK -RATING-GRATE LOCK AND FASTENERS X GYM 1 1/2"TH ICK X.12"2"WIDE (2)C 1 2X25 ------- GRADE 9 THROUGH BOLTS 3/8" PL.WEB STEEL CLIP ANGLE BEYOND: bo 1 HOUR RATED BEYOND X/ X/ PROVIDE SLOTTED HOLES X STIFFENER 3/8"PL.WEB x \X' N N X \>//X\ \\\, x FOR ADJUSTING CHANNEL 3/8"X 3"X 9" PL /\//\//\//\//\//\ x STIFFENER IN FIELD X \\\ WELDED TAB BEYOND C12X25 THROUGH x BOLTED TO RIM JOIST- T.O.BASEMENT SLAB X x C12X25 BEYOND / ................... ... ..... .................... GR PROVIDE STAGGERED B.M.-17-0- PIT BOLTS @ 12"O.C. 777 7- 17 7 7,7777—� 77 15 1 4 ...... NON-SHRINK 491L X// �/xx//\\ x �/�>/ I .... �... .. ..... ... 4 X/ //\�j/\�j/\/j\//\//\//\//\//\//\// X (4)5/8"DIAMETER ANCHOR BOLTS-2 EACH CHANNEL CEILING X N -------11P_ x B.M. 0 4 24" DIAMETER CONCRETE \//j\/j//j x X STEEL CHANNEL \//j//\ ',' s�'°e* X// N PIER \\ \\ \\ \\ \ �\ \\ \ �� \ \ � \\ \\ a a a .p° BEYOND 4 4 bA A 4 DETAIL SECTION THROUGH BRIDGE SECTION DETAIL AT RAMP t/-o��N DETAIL AT RAMP SECTION THROUGH ELEVATOR SHAFT 02 SCALE:1 -01, DETAIL =1 SCALE:1/4" V-0" A (0��SCALE.V2 11 K-a BERGDESGN YAHALOM RESIDENCE ELEVATOR AND BRIDGE DETAILS ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 EDWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET 11 MAY 31, 2016 SCALE: AS NOTED DESIGN DEVELOPMENT If DEC 09,2015 CURTAIN WALL PRICING I FEB 11, 2016 MECH PROGRESS APR 15,2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02,2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 12 TREADS @ 12" EA.= 12'-0" CURTAIN WALL SYSTEM i N il jil-titHt SECOND FLOOR PROVIDE ,'+`+' ` ' ' a B.M.+14'-6" STEEL PLATE M o ,. FOR STRINGER M -- - - 7 -- T-= =1- _ - - .—.. ..I f -...- - 771—.7--7 T ATTACHMENT I I I I I I I I I I I I __. . I I I I I I I . - I I I I I I i I I I I I I I I I PTD STEEL HANDRAIL. . I I I I ( I I I I I I I I ' I I ( I I I I I I WELDED TO C CHANNEL - -- I - - L — - - � - - � — � - - 1 - - 1- - -J - - 1 - - 1- - I / N 04_ I / 1 19 0 / gk T.O. LANDING ci / B.M.+T-3° II / OPEN RISER OAK STAIR _ w M �.... .............. t) D � 3'-103 w 4 7 TREADS AT 12"EA.=T-0" 0 CURTAIN WALL ---M - ... — ..._. 0 INTERIOR STAIR BASEMENT PLAN ' STEEL TUBE 216"THICK TREADS SCALE:1/2"=r-o" BEYOND PROVIDE ` PTD STEEL CURTAIN WALL SYSTEM7 OPEN RISER OAK STAIR STEEL PLATE BUILT UP WD.TREADS FOR STRINGER ,^ N HANDRAIL ATTACHMENT 12 C CHANNEL iv 8" 6 0 I A25a ` ....._.....------......_.....-.....-...... _._... c' - - PROVIDE OUTLINE OF STEEL M 12"C CHANNEL = STRUCTURE PLATE FOR o f% BELOW STRINGER c� „ .. ....... ...... ...... ...... ...... .._ ...... .. .. ... ...... ...... ...... _. .. _. ..... ...... .. ...... _. . ..... ...... ..._ .. DN . - L� ATTACHMENT 12"C CHANNEL = FIRST FLOOR N STEEL HANDRAIL - - o .........._..... -----------............ _. _.... ................ , .... ...... ....... ...... ...... ....... ....,. ..... . ... ...... ..... _..... ...... . .... .... .. .. M WELDED TO C CHANNEL _ _ - .........- ................ 00 B.M. 0'0" .. � � MEMO& - z 7 OAK PLANK TREADS z ... ...... ... WELDED TO C CHANNEL i w ..... ...... --- --- a a i*> O - I—M-- Q o _ 8 STAIR AXONOMETRIC _ ................. _ SCALE.1 =1 0 ..... .... --- - ... UF _ - - - ----- - - - _ ... .. ...... ... . ...... .... .... ...... . .... .. ro u o N . r II Q gk T.O. LANDING �,� �,•� B.M.-T-3" ''^^ i 9 V/ 4'-1" 12 TREADS AT 12" EA.= 12'-0" w -----. ---- gin. .............................. ....... ..... -......................_w...... FINISHED STAIR OPENING= 16'-1" 71 D N 0 1 Z"W x"THICK INTERIOR STAIR FIRST FLOOR PLAN STEBEYOND VERTICALS 2 SCALE:1/2" PROVIDE STEEL PLATE 1 W x THICK �0 \/\� 2 2 FOR STRINGER6 HANDRAIL AR ATTACHMENT A25a CURTAIN WALL SYSTEM OPEN RISER OAK STAIR SIM ` �� 1"W x 4"THICK STL. ,. % VERTICALS WELDED TO BARS o \\ \\ w. _.....-......_......_. "' �SCA R SECTION 5 STAIR SECTION STEEL ANGLE OUTLINE OF -* /2"=1'-0" STRUCTURE SCALE:1/2"=1'-0" \ WELDED TO C BELOW \ -- \ ` CHANNEL - ....._DN.... ZD STEEL HANDRAIL .. .... ...... ...... .. ..... ..._.. . ...... ------- ...... .... .... ....... . ...... ....... . ...... -- --- ...... -. ....... ...... .. ---- _... ..... ..... ...... ...... .... .... ....... . co WELDED TO C CHANNEL co IIOAK PLANK TREADS z PTD STEEL Z HANDRAIL WELDED TO C CHANNEL w O 1'-03/4" 12"C CHANNEL ch Q U) ®- p e'il,.t I W N 2 U) _ STEEL HANDRAIL WELDED TO C CHANNEL � w -- ..... ..... ... . ..... ... ...... .... . .. ..... .... .... ._ . - ch 12"C CHANNEL 12"C CHANNEL1 4"THICK OAK PLANK TREADS 1 Z"STEEL ANGLE WELDED TO C CHANNEL 4" PLYWOOD BACKING - - - - M_ - �_- I 1 4"THICK OAK PLANK TREADS - - _ ---- - --- ---- - -- - 0 3'-102" 3" PLYWOOD BACKING 12 TREADS AT 12" EA.= 12'-0" a 1 4" THICK OAK PLANK a"THICK OAK PLANK FINISHED STAIR OPENING= 15-102 1 2" STEEL ANGLE WELDED TO C CHANNEL INTERIOR STAIR SECOND FLOOR PLAN STAIR DETAIL STAIR DETAIL TAIR AXONOMETRIC .' SCALE:1/2"=1'-0" 6 SCALE:1 1/2"=1'-0" 7 SCALE:1 112"=1'-0" (9?S—C ALE:1"=1'-0" BERGDES GN YAHALOM RESIDENCE STAIR DETAILS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27, 2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 EDWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING ill MAY 31,2016 SCALE: AS NOTEDi op, 5 DEIGN DEVELOPMENT it DEC 09, 2015 CURTAIN GRESS PRINT DEC 03, 2015 URALWALLPRIC NG I FEB 101,2016 MEOCH PROGRESS APR 15, 2016 5,2016 PRGRESS PRINT APR 11,2016PERMIT SET II MAY 31,2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02,2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20, 2016 WINDOW AND DOOR SCHEDULE CURTAIN WALL SCHEDULE QUTSIDE CASING TO CASIN NOTE: NO SYSTEM LOCATION ALUMINUM TC SILL WIDTH HEIGHT OPERATION SWING PLEATED SCREEN NOTES NO WIDTH HEIGHT OPERATION MANUFACTURER INT/EXT 2" 0.CL OPENINGS REQUIRING MORE THAN ONE INTERIOR PIECE OF PLYWOOD SHALL BE JOINED WALL ASSEMBLY 0011 A GYM 001 Outswing Sectional Weather Resistant Sill 4'-0" 4'-0" Folding _ Aluminum TC Folding Outswing Weather Resistant Sill 001A ° TOGETHER WITH CONTINUOUS 12" WIDE g 4-0' 4'-011 Folding _ Aluminum TC Folding Outswing Weather Resistant Sill � F - - - - - - - NEW OR 004A A BATH 004 Outswing Sectional Weather Resistant Sill � � oo1B � 1/2 PLYWOOD BATTENS FASTENED 006A B BEDROOM 006 Multi Slide Sectional Weather Resistant Sill 8'-0" 4'-0" Sliding - Aluminum TC XO Slider Weather Resistant I I I WITH 8 WOOD SCREWS 12" O.C. EXISTING WOOD Sill From Ext: OX 001 C ¢ �, I I I # WINDOW SYSTEM 008A A GUEST BATH 008 Outswing Sectional Weather Resistant Sill 4'-0" 4'-0" Folding _ Aluminum TC Outswing Weather Resistant Sill 001D o °I I I° 009A C MUDROOM 009 Outswing Sectional Weather Resistant Sill 3'-6" 8'-0" Swing LH Low Profile Pleated Screen Basement Ent I I PROVIDE #8 WOOD SCREWS @ ry 107A L - - - - - - J 12 O.C. AROUND PERIMETER OF #8 WOOD SCREWS AT z I I 102A D LIVING ROOM 102 Multi Slide Sectional Weather Resistant Sill 12'-0" 9'-0" Sliding - Aluminum TC Multi Slide Weather Resistant Sill From Ext: OXX 107B ° 71- - - - - - -��° WINDOW 12 O.C. AROUND 102B E LIVING ROOM 102 Multi Slide Sectional Ram Sill „ 4'-0" 9'-0" FIXED EXT I P 28-0 9.-011 Sliding _ Aluminum TC Multi Slide Ramp Sill From Ext: OXXXXXO 107C °I I I PERIMETER OF WINDOW ,�, PROVIDE 1/2 PLYWOOD HURRICANE 103A F ACHI OFFICE BATH 103 Outswing Sectional Weather Resistant Sill 6'-0" 4'-0" Folding _ Aluminum TC Folding Outswing Weather Resistant Sill 107D I I i° � COVER, CUT TO FIT EACH WINDOW AS 1 /2" PLYWOOD - CUT 103B F ACHI OFFICE BATH 103 Outswing Sectional Weather Resistant Sill 6'-0" 4'-0" Folding _ Aluminum TC Folding Outswing Weather Resistant Sill I I NOTED / 203A o •I L _ - i I° TO ALIGN WITH OUTSIDE 104A G ACHI OFFICE 104 Multi Slide Sectional Weather Resistant Sill 12'-0" 9'-0" Sliding _ Aluminum TC Multi Slide Weather Resistant Sill From Ext: XXO 2036 L - - - - - - WINDOW OPENING BEHIND EDGE OF CASING (TYP.) 1046 U ACHI OFFICE 104 Outswing Sectional Ramp Sill T-0" 9'-0" Swing LH Low Profile Pleated Screen 203C 106A H KITCHEN 106 Outswing Sectional Ramp Sill 3'_0 91-01, Swing RH Low Profile Pleated Screen 203D TYPICAL HURRICANE SHUTTER ELEVATION *-TSCI PICAL H �RR�CAN ES H UTT�ERDE 106B I KITCHEN 106 Multi Slide Sectional Weather Resistant Sill 8'-0" 7'-0" Sliding _ Aluminum TC XO Slider Weather Resistant Sill From Ext: OX SCALE; 1/2" - 1'-0" NOTE: ALL GLASS TO BE TEMPERED - LE: 3" = 1'-0" 106C S KITCHEN 106 Multi Slide Sectional Ramp Sill 11'-3" 9'-0" Sliding _ Aluminum TC Multi Slide Ramp Sill From Ext: OXX 109A Q GARAGE 109 - 6'-0" 6'-0" Fixed - - 3'-0" 12'-0• L L 28'-0° 4'-0° 1098 Q GARAGE 109 - 6'-0" 6'-0" Fixed - - 4'-0' 8'-0' 110A J LAUNDRY 110 Outswing Sectional Weather Resistant Sill 3'-0" 6'-0" Folding _ Aluminum TC Folding Outswing Weather Resistant Sill - 111A M JUDITH OFFICE 111 Slider Sectional Weather Resistant Sill 6'-0" 6-0° Slidin - 9 - Aluminum TC XO Slider Weather Resistant Sill From Ext:XO 113A G POOL HOUSE 113 Multi Slide Sectional Weather Resistant Sill 12'-0" 9'-0" Sliding _ Aluminum TC Multi Slide Weather Resistant Sill From Ext:XXO 113B U POOL HOUSE 113 Outswing Sectional Ramp Sill 3'-0" 9'-0" Swing LH Low Profile Pleated Screen 114A K MUDROOM 117 Outswing Sectional Weather Resistant Sill T-0" 9'-0" Swing LH Low Profile Pleated Screen O 200A L JUDITH CLOSET 200 Slider Sectional Weather Resistant Sill 6'-0" 9'-0" Sliding - Aluminum TC XO Slider Weather Resistant Sill From Ext:XO °T 201A M JUDITH BATH 201 Slider Sectional Weather Resistant Sill 6'-0" 6'-0" Sliding _ Aluminum TC XO Slider Weather Resistant Sill From Ext:XO 201 B L JUDITH BATH 201 Slider Sectional Weather Resistant Sill 6'-0" 9'-0" Sliding - Aluminum TC XO Slider Weather Resistant Sill From Ext:XO o 202A M JUDITH BEDROOM 202 Slider Sectional Weather Resistant Sill 6'-0" 6'-0" Sliding - Aluminum TC XO Slider Weather Resistant Sill From Ext:XO 202B V JUDITH BEDROOM 202 Multi Slide Sectional Ram Sill Ramp 12'-0" 9'-0" Sliding _ Aluminum TC Multi Slide Ramp Sill From Ext: OXX P 16-0 91-01, Slidin _ Aluminum TC XO Slider Ram Sill SYSTEM A SYSTEM B SYSTEM C SYSTEM D 2031 N HALL 203 Slider Sectional Ram Sill 16'-0" SYSTEM E SYSTEM F 9 P From Ext: OXXO (0011, 004A, 008A) (006A) (009A) (102A) (10213) (103A, 10313) 204A 0 ACHI BEDROOM 204 Slider Sectional Weather Resistant Sill 8'-0" 9'-0" Sliding - Aluminum TC XO Slider Weather Resistant Sill From Ext: OX FOLDING WINDOW SLIDING WINDOW SWING DOOR MULTI SLIDE DOOR MULTI SLIDE DOOR FOLDING WINDOW 204B P ACHI BEDROOM 204 Slider Sectional Ramp Sill 8'_0" 9._01. Sliding _ Aluminum TC XO Slider Ramp Sill From Ext:XO 11'-0' 205A T ACHI BATH 205 Slider Sectional Weather Resistant Sill 8'-0" 9'-0" Sliding _ Aluminum TC XO Slider Weather Resistant Sill From Ext:XO 205B P ACHI BATH 205 Slider Sectional Ramp Sill 8'_0" 91.01, Sliding _ Aluminum TC XO Slider Ramp Sill From Ext:XO i 206A R ACHI CLOSET 206 - 3'-6" 9'-0" Fixed - L_ 3'_0• X3'-0'-� 6'-0° 6'-0° COTE: PROVIDE 1/2" THICK PLYWOOD HURRICANE SHUTTER FOR EACH DOOR, WINDOW, AND CURTAIN WALL L �' DOOR SCHEDULE o NO. TYPE WIDTH HEIGHT MATERIAL OPERATION MANUFACTURER HARDWARE SET NOTES Q o 001A C 3'-0" 9'-0" RATED-SOLID CORE WOOD LH - HS-5 FIRE RATED SELF CLOSING ELEVATOR DOOR ro o o j f 02A A 3'-0" 9'-0" METAL RH - HS-1 FIRE RATED SELF CLOSING DOOR 003A B 3'-0" 9'-0" 0SOLID CORE WOOD RH - HS-1 010A B T-0" 9'-0" SOLID CORE WOOD RH - HS-1 - o 0 100A H 4'-0" 9'-0" WHITE OAK LH PIVOT DOOR COMPANY - OAK TO BE FINISHED TO MATCH FLOORING 100B C 3'-0" 9'-0" RATED-SOLID CORE WOOD LH - HS-5 FIRE RATED SELF CLOSING ELEVATOR DOOR 101A D 2'-0" EA. 9'-0" SOLID CORE WOOD PAIR SWING - HS-4 - SYSTEM G SYSTEM H SYSTEM I SYSTEM J SYSTEM K SYSTEM L SYSTEM M SYSTEM N 103A E 2'-6" 9'-0" SOLID CORE WOOD LH HS-2 - (104A, 113A) (106A) (10613) (11 OA) (114A) (200A, 201 B) (111A, 201A, 202A) (2031) SLIDING WINDOW SWING DOOR SLIDING WINDOW FOLDING WINDOW SWING DOOR SLIDING WINDOW SLIDING WINDOW MULTI SLIDE DOOR 104A B 2'-6" 9'-0" SOLID CORE WOOD LH - HS-2 106A G 2'-3" EA. 9'-0" SOLID CORE WOOD PAIR POCKET - - 8'-0• 8' o - 3'-6° 11'-3° s'-0° L 3'-0^ 1 12'-0° 108A B 2'-6" 9'-0" SOLID CORE WOOD RH - HS-2 109A A 3'-0" 9'-0" METAL RH - HS-5 FIRE RATED SELF CLOSING DOOR 110A F 2'-6" 9'-0" SOLID CORE WOOD POCKET - HS-3 - 111A F 2'-6" 9'-0" SOLID CORE WOOD POCKET - HS-3 - 112A 1 2'-6" EA. 9'-0" P.T. FRAMING/FIBER CEMENT PAIR SWING - - FIBER CEMENT CLAD TO MATCH EXTERIOR SIDING 1126 I 2'-6" EA. 9'-0" Ib P.T. FRAMING/FIBER CEMENT PAIR SWING - - FIBER CEMENT CLAD TO MATCH EXTERIOR SIDING o 113A B 3'-0" 9'-0" SOLID CORE WOOD LH - HS-2 - 115A D 2'-0" EA. 9'-0" SOLID CORE WOOD PAIR SWING - HS-4 0 �I 201A F 2'-6" 9'-0" SOLID CORE WOOD POCKET - HS-3 - 201 B F 2'-6" 9'-0" SOLID CORE WOOD POCKET - HS-3 - 202A F 3'-0" 9'-0" SOLID CORE WOOD POCKET - HS-2 203A C 3'-0";; 9;-011 RATED-SOLID CORE WOOD LH - HS-5 FIRE RATED SELF CLOSING ELEVATOR DOOR SYSTEM 0 SYSTEM P SYSTEM Q SYSTEM R SYSTEM S SYSTEM T SYSTEM U SYSTEM V (204A) (204B, 2058) (109A, 1098) (206A) (106C) (205A) (1048, 1138) (2026) 204A B 2-6 9-0 SOLID CORE WOOD LH - HS-2 SLIDING DOOR SLIDING DOOR FIXED PANEL FIXED PANEL MULTI SLIDE DOOR SLIDING DOOR SWING DOOR MULTI SLIDE DOOR 205A F 2'-6" 9'-0" SOLID CORE WOOD POCKET - HS-3 - EXTERIOR DOOR AND WINDOW CONFIGURATIONS 205B F 2'-6" 9'-0" SOLID CORE WOOD POCKET - HS-3 - SCALE: NTS VOTES:VERIFY IN FIELD ALL R.O. DIMENSIONS PRIOR TO ORDERING VARIES VARIES 3'_0" VARIES VARIES VARIES VARIES 4'-0" ------- -- . ----5'-0 - - �{� ...... ....... ......... ........ . . ......... f. HARDWARE SET LEGEND _._ _....... _.._..__...--.-/--_.......\........... LOCKSET/PULL HINGE/TRACK DOORSTOP / / / / \40. / REMARKS TYPE MNFR. ITEM NO. FINISH TYPE 7MNFR. ITEM NO. FINISH TYPE MNFR. ITEM NO. FINISHCo- -y a> 24" O 24„ M 24., � 24" � 24„ � 3„ M 3,� � /:, 24„ �............... �........... .... ........... -IS-1 PASSAGE EMTEK 5109 HERMES LEVER DISC ROSETTE US15 HINGE EMTEK 96214 US15 EMTEK 2257 US15 ........ .. 90 -IS-2 PRIVACY EMTEK 5209 HERMES LEVER DISC ROSETTE US15 HINGE EMTEK 96214 US15 EMTEK 2257 US15 8 12 �bN A38 �bN A38 �bN A38 / A38 A38 A38 A38 b A38 /............. CS2002E US15 A38 c) ............... . 2002CPDL-5-212 US26 POCKET DOOR LOCK&EDGE PULL _ _ -iN IS-3 PRIVACY ACCURATE �iN �ic� =1N = TRACK HAFELE 940.80.002 - FITTING SET ANTHRACITE END CAPS RAFFLE 940.80.250 - UPPER TRACK A38 A38 q3g A38 A38 A38 A38 1 38 15 A38 IS-4 DUMMY EMTEK 5059 HERMES LEVER DISC ROSETTE US15 HINGE EMTEK 96214 US15 EMTEK 2257 US15 1 LEFT DOOR 1 RIGHT DOOR IS-5 PRIVACY EMTEK 5109 HERMES LEVER DISC ROSETTE US15 SPRING EMTEK 95024 US15 EMTEK 2257 US15 INCLUDE EMTEK 8467 MODERN TYPED TYPE E TYPE F TYPE G TYPE H TYPE I � �•' HINGE DEADBOLT W/US15 FINISH TYPE A TYPE B TYPE C �< INTERIOR-METAL FPSC INTERIOR- 1 3/4"SOLID CORE INTERIOR- 1 3/4" RATED INTERIOR- 13/4"SOLID CORE INTERIOR- 1 3/4"SOLID CORE INTERIOR- 1 3/4"SOLID CORE INTERIOR- 1 3/4"SOLID CORE EXTERIOR-WHITE OAK EXTERIOR-P.T. F DOOR-HINGED WOOD DOOR-HINGED) SOLID CORE WOOD DOOR- WOOD DOOR-PAIR SWING WOOD DOOR- HINGED BLIND WOOD DOOR-POCKET WOOD DOOR-TELESCOPING DOOR-HINGED ON FIBER CEMENT CL , HINGED CUT ON OFFSET PIVOT HINGES POCKET DOORS OFFSET PIVOT HINGES PAIR SWIN INTERIOR DOOR TYPES 4 SCALE: NTS m IF BERGDESGN YAHALOM RESIDENCE WINDOW AND DOOR SCHEDULES ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05, 2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 SCALE: AS NOTED A%5 9 DESIGN APR 15,2016 NOT FOR CONSTRUCTION PROGRESS PRI DEVELOPMENT II JAN 08,2016 PROGRESS PRINT DEC 09,2015 CURTAIN WALL PRICING I MAR 02,2016 PERMIT SETFEB 11, 2016 MECH PROGRESS APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 i � ! 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BOX 596 SAG HARBOR, NY 11963 TEL: 631 -740-7273 0 BERGDES GN YAHALOM RESIDENCE SECOND FLOOR FRAMING PLAN (FIRST FLOOR PLAN SHOWN) f 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I NOV 19, 2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 ARCH TECTURE 965 EDWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY31,2016 PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET 11 MAY 31, 2016 SCALE: AS NOTED DESIGN DEVELOPMENT 11 DEC 09, 2015 CURTAIN WALL PRICING I FEB 11, 2016 MECH PROGRESS APR 15,2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02,2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10,2016 PROGRESS PRINT APR 20,2016 II CLOSET F200 14 T J rs T Q,7S Cr� :- SUPPORl"ED ON 10,'Al�_1 BATHROOM II �S < ........... ...- ....................... ............ 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M 0 0 L U.M1 N -j A!,TH SST SC-6 CAP A ;:' ° X 18" DFGLUEL6X-, �-O :�2 I (DOURLE J,-'�CK'STUDI W CL U) -k '33 e") iX < 11L uj 'n � N, 5, o", > n� b HEAI'.)ER� (2)2 X '�': HEADF'-Z� (2'�2 X 12 1C. z " x D "AR CAP — — — — — — — ----- — — — — — — — — — — — Pc 3 V2"X 2,0E ilEADE: 2- — — — — — — — — —K7 0 HEADER: 3 1i2"X"14"2.0E I i A DE'-'R: 3 1 2' 14 2, 1 --C" 0 Ze`-,LLAV PLUS, PK' SL3 P'ARALLAP0h LUS PSL SL3 PA.F'IAL: PLUS PSL SL3 PARAL„LA�,.!2 PLUS PSL SL' ST LGU163 ISIST H0.7, --fGLT S3ST HGLT SSTalGLT S3,T 1 F T F LA NC':E' I .......... N V F-i"?T i;.D 1NVE;:,,TED ............ I N Yt< T E D' .. ........ 1�-IVERTED U u it Lilf' 1-ARP--:!-LAA.,A r-s� 3 Ps 3 P& 3 "'PS �a NTILEVER R'A.l JO�ST G O 0 O SECOND FLOOR PLAN BERGDES GN YAHALOM RESIDENCE ROOF FRAMING PLAN (SECOND FLOOR PLAN SHOWN) ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 965 EDWARDS LANE, ORIENT NY 11957 DESIGN WINDOW AND DEVELDOOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 OR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29, 2016 CURTAIN WALL PRICING III MAY 31,2016 PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET 11 MAY 31, 2016 SCALE: AS NOTED DESIGN DEVELOPMENT 11 DEC 09, 2015 CURTAIN WALL PRICING I FEB 11, 2016 MECH PROGRESS APR 15, 2016 REF NO: 178 NOT FOR CONSTRUCTION PROGRESS PRINT JAN 08, 2016 PROGRESS PRINT MAR 02, 2016 PERMIT SET APR 18,2016 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20,2016 12" 00 5/8" DIAMETER ANCHOR " LONG, 4 8" O.C., 8 3/4" CHAMFER (TYP) TOP OF WALL ELEV. +3'-0" oo „ BOLTS- 1 12" MAX. FROM CORNERS 01 RAIL POST POCKET, (2) #5 BARS 3" DOWN FROM TOP OF WALL OPTIONAL , TYP.z I or z _ TOP OF GRADE BLOCK Mf z I 2 2' t`/I //1G FINISHED GRADE 2" COVER 1 1/2" COVER • TOP OFi FOUNDATION WALL ch o 5/8" DIAMETER ANCHOR BOLTS - GRADE ELEV. 0'-0" 18" LONG, 48" ❑ C , 12" MAX, (2)-#5 BARS 3" DOWN FROM TOP OF WALL #5 AT 18" HORIZONTAL REBAR CONTINUOUS AT • FROM CORNERS EACH FACE 2" COVER ON BOLTS #5 AT 12" VERTICAL REBAR 3„ 0 3" VERTICAL #5 BARS AT 18" [1,C, coTYPICAL 8'-9" FOUNDATION WALL HEIGHT 1/2" EXPANSION JOINT BETWEEN POURED CONCRETE FLOOR SLAB AND ALL WALLS - TYP. HORIZONTAL #4 BARS AT 18" O C - TYPICAL • 0 #5 AT 36" VERTICAL REBAR 4" POURED CONCRETE FLOOR SLAB REINFORCED WITH 6X6 #10/10 WELDED 3" 01 WIRE MESH. SLAB TO BE ON 6"' CLEAN COMPACTED SAND. WELDED WIRE (2)-#5 BARS 6" P FROM BOTTOM OF WALL MESH TO BE LAPPED A MINIMUM OF ONE FULL MESH AND WIRED TOGETHER • 0 0 PROVIDE 4" DIAMETER PVC THRU PIPE, INVERT 6" ABOVE STAIR / AT 48" O.C. TOP OF P.C. SLAB SIDEWALK, BACK SIDE TEE CONNECTION TO FILTER FABRIC FREE DRAINING GRANULAR BACKFILL (TYP) 2X 4 ELEV. (V.I.F.) WRAPPED PERFORATED DRAIN PIPE, HOLES TYPICAL AT 10-FT O X X KEYWAY TOP OF FOOTING ALONG WALL ELEV. (V.I.F.) 30" LONG #5 BARS (3)#5 DEFORMED STEEL REINFORCING BARS CONTINUOUS AT 18" ❑,C, - o o AT 6" O.C. W/#5 TRANSVERSE BARS AT 24" O.C. STAIRS / SIDEWALK EL. - VARIES #5 AT 36" VERTICAL REBAR TYPICAL BOTTOM OF FOOTINGCD ELEV. (V.I.F.) rt �� BOTTOM VERTICAL DOWEL REBAR, #6 AT 12 2" COVER KEY REBAR #6 AT 12" O.C. (TYP) 1 TYPICAL FOUNDATION WALL SECTION z 3" COVER SCALE: NTS -TOP OF FOOTING ELEV. -12'-0" c • (5) CONTINUOUS #5 REBAR 3" COVER (5) CONTINUOUS #5 REBAR BOT. OF FOOTING ELEV -13'-1" 3" COVER 1'-0" 12" 7'-0" SIMPSON LSTA 24 1 1/4"V GA. METAL STRAP w/4-8c REBAR #5 AT 18" O.C. (TYP) EACH END AND IN PSL BE CANTILEVERED PSL BEAM TYPICAL RETAINING WALL ALONG SIDEWALK / STAIRS 2X WALL FRAMING OUTER FLUSH 2 @ 16"O.C. PSL HEADER SCALE: NTS DOUBLE TOP PLATE DOUBLEJACK STUD PSL PARALLAM COLUMN DOUBLE TOP RETAINING WALL NOTES PLATE DOUBLE JACK 1. CONCRETE COMPRESSIVE STRENGTH - 4,000 PSI STUD 2. STEEL YIELD STRENGTH - 60,000 PSI (UNCOATED) 3. DESIGN CODES ACI - 3/8-11 4. NO CONCRETE SHALL BE POURED BELOW GROUND WATER 5. DIMENSIONS SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES REPORTED TO THE ARCHITECT OF RECORD 2X WALL FRAMING 2X WALL FRAMING EXTERIOR @ 16"O.C. @ 16"O.C. DECK SILL PLATE TF ENGINEERING, P.L.L.C. �I-� L P.O. BOX 596 SAG HARBOR, NY 11963 3 TYPICAL CANTILEVERED AWNING FRAMING DETAIL ' TEL: 631 -740-7273 SCALE. NTS ` Mel F- ~ BERGDES GSI YAHALOM RESIDENCE STRUCTURAL DETAILS 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tei: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27,2016 PROGRESS PRINT MAR 16,2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 ARCHITECTURE 965 E DWARDS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30, 2015 WINDOW AND DOOR PRICING III FEB 03,2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED 4�a v4 PROGRESS PRINT DEC 03, 2015 STRUCTURAL REVIEW I FEB 05,2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 APR 15,2016 NOT FOR CONSTRUCTION PROGRESS PRDESIGN INT II JAN 08, 2016 PROGRESS PRINT DEC 09, 2015 CURTAIN WALLICING I MARFEB102,2 0016 16 PERMIT SETMECHRESS APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20, 2016 Joint Description Nail Sizes Nail S acin DESIGN CRITERIA: GENERAL NOTES ROOF FRAMING L 01, a GROUND SNOW LOAD - 25 PSF. WEATHERING - SEVERE 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" ACCORDANCE WITH THE NEW YORK STATE UNIFORM FACILITATE CONSTRUCTION AND SHALL NOT BE Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joistLIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BUILDER AND Ceiling Joist to Parallel Rafter (Face-nailed) 3 - 16d each lap BEDROOMS - 30 PSF. L.L. CONSERVATION CODE, AND LOCAL AUTHORITIES. OWNER. DECAY - SLIGHT CeilingJoist Laps over Partitions Face-nailed 4 - 6d each la Tie t Rater Facer nailed ( ) 2 - 1 16 per tie p WIND SPEED - 120 MPH 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Colla Blocking to Rafter (Toe-nailed) ) 2 - 8d each end CATEGORY ICE SHIELD UNDERLAYMENT REQUIRED - YES MINIMUM 28 DAY STRENGTH OF 3000 PSI UNLESS SHALL BE DESIGNED AND BUILT IN ACCORDANCE SEISMIC DESIGN - B OTHERWISE NOTED WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Rim Board to Rafter (End-nailed) 2 - 16d each end WALL FRAMING h PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER INTERIOR DESIGN CRITERIA: 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 14. THIS STRUCTURE HAS BEEN DESIGNED IN Top Plate to Top Plate (Face-nailed) 2 - 16d per foot PORTIONS OF PANELS IN HIGH PRESSURE ZONES. LARCH STRUCTURAL GRADE #2 OR BETTER. ACCORDANCE WITH THE NEW YORK STATE ENERGY Top Plates at Intersections (Face-nailed) 4 - 16d joints-each side DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAMECONSERVATION CODE. Stud to Stud (Face-nailed) 2 - 16d 24" o.c. i1 0* 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL Header to Header (Face-nailed) 16d 16" o.2 along edges CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL 15. ARCHITECT TO BE NOTIFIED IN WRITING OF ALL NOTE a = 4 FT. IN ALL CASES PARTITIONS, EXCEPT AS NOTED ON DRAWING. CHANGES PRIOR TO AND DURING CONSTRUCTION. al Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud WINDOWS - GLAZED OPENING 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND 16. COALL AT MISC. STRUCTURAL RUC TU AL STEEL TO BE ASTM STRUCTURAL WITH SONE 2 -16d per 2x6 stud GABLE ROOFS FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 2 - 16d per 2x8 stud BE A992 WITH ONE COAT OF EPDXY PAINT. BRIDGE MEMBER i 10* 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE SHALL BE A36 w/ 2 COATS OF EPDXY PAINT. Bottom Plate to Floor Joist,Ban djoist,Endjoist or 2 - 16d per foot FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING VERIFIED BY CONTRACTOR(S) PRIOR TO START OF ALL FASTENERS TO BE ASTM A-325 BOLTS, 3/4" DIAMETE Blocking (Face-nailed) CONSTRUCTION AND ORDERING OF MATERIALS. THIS THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 FOUNDATION HAS BEEN DESIGNED FOR A SOIL 17. CONTRACTOR SHALL OBTAIN ALL PERMITS AND FLOOR FRAMING OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES BEARING CAPACITY OF TWO (2) KSF AND GRADES INSURANCE NECESSARY TO PROTECT THE ENGINEER Joist to Sill , Top Plate or Girder (Toe-nailed) 4 - 8d per joist LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT AND OWNER. ( ) COMPONENT A f� D CLADDING PRESSURE LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING Bridgingto Joist Toe-nailed 2 - 8d each end THESE CONDITIONS ARE MET. ALL FILL BENEATH Blocking to Joist (Toe-nailed) 2 - 8d each end TO WIND ZONE III, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING CONCRETE SLABS TO BE COMPACTED TO 95% 18. DO NOT BACKFILL AGAINST FOUNDATION WALLS Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block ZONES TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. RELATIVE DENSITY. UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. Ledger Strip to Beam (Face-nailed) 3 - 16d each joist Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 19. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL Band Joist to Joist (End-nailed) 3 - 16d per joist SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per footSIMSON STRONG TIE RIDGE STRAP PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY BY TRIPLE UPRIGHTS. ALL HEADERS TO BE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. USE STRAP CONNECTOR @EACH RAFTER ROOF SHEATHING A - CLEAR SHIELD HURRICANE + SECURITY PANELS - 631 - 287 5060 20. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND OR 8. PROVIDE FIRESTOPPING AT ALL LEVEL ON EACH LEVEL OF DWELLING AS REQUIRED BY Structural Panels 8d 4" o.c. perimeter zone RIDGE B - OQRUICK GUARD STORM PANELS. 631 - 287 5330 PENETRATIONS NEW YORK STATE BUILDING CODE. other 6" o.c. edges of panel , 12" o.c. interior C - CUSTOM-FABRICATED PLYWD. PANELS - SEE BELOW 9. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS 21. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO of panel AND DECKS ETC.. AN EXISTING DWELLING REQUIRING A BUILDING PERMIT Diagonal Board Sheathin PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF 9 9 TRIPLE NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE 1" x 6" or 1" x 8" 2 - 8d per support �® 2X STUD ASTM E 1996 AND OF ASTM 1886. AS NOTED IN NYS RESIDENTIAL CODE. 10. DO NOT SCALE DRAWINGS. HOUSE BE UPGRADED WITH HARD WIRED & 1" x 10" or wider 3 - 8d per support ° _rte _ SIMPSON INTERCONNECTED SMOKE ALARMS. EI LI N V SH EA H I N HDU5-SDS2.5 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- ENGINEER ARE NOT RESPONSIBLE FOR THE 22. THE NYS CODES ALSO APPLY TO ACCESSORY INSPECTION, SUPERVISION, OR ADMINISTRATION OF STRUCTURE DESIGN. Gypsum Wallboard 5d 7" edge / 10" field THIS CONSTRUCTION PROJECT. FEDERAL, STATE WALL SHEATHING 5/8" THREADED SIMPSON LSTA - 20 GAGE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE 23. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD RIDGE STRAP - ALL ROOF RAFTERS SHALL BE THE RESPONSIBILITY OF THE Structural Panels 8d (see table 3.9) ..Y. STEEL ROD OP PLATES CONTRACTOR. Fiberboard Panels 7 / 16" 6d 3" edge / 6" field ® SIMPSON SIMPSON STRONG TIE H2A 25 32" 8d 3" edge ° HDU5-SDS2.5 USL (2) CONNECTORS @ EACH RAFTER / 6" field/ ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE Gypsum Wallboard 5d 7" edge / 10" field HURRICANE CLIP Hardboard 8d (see table 3.9) PROVIDE HOLD DOWNS AT TYPICAL. Particleboard Pcnels 8d (see table 3.9) ALL CORNERS AND BOTH Diagonal Board Sheathing SIDES OF OPENINGS 8' OR GREATER IN WIDTH SIMPSON H2.5 A 1" x 6" or 1" x 8" 2 - 8d per support HURRICANE CLIP @ 16" 1" x 10" or wider 3 - 8d per support TRIPLE BOTTOM O.C. 2X STUD PLATE FLOOR SHEATHING ® SIMPSON LVL RIM JOIST Structural Panels HDU5-SDS2.5 1" or less 8d 6" edge / 12" field greater than 1" 10d 6" edge / 6" field Diagonal Board Sheathing II ---HOOKED ANCHOR BOLT SIMPSOC STRONG TIE sT2'2 1" x 6" or 1" x 8" 2 - 8d per support TOP PLATES USE (U CONNECTOR @ EVERY STUD P PP ii MIN 18" PENETRATION PROVIDE 8d COMMON WIDE- 18GAGE 1 " 1" x 10" or wider 3 - 8d per support II INTO FOUNDATION NAILS @ 4" O.C. AT METAL STRAP @ JACK EXTERIOR EDGE OF ALL POST W/4-8d NAILS, SHEATHING. EACH END, TYP. 1 Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is ��J SIMPSON STRONG TIE H6 nailed 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural �� USE (1) CONNECTOR @ EVERY srUD members shall be doubled, or alternate connectors such as shear plates shall be used to maintain the load path. o°� APA RATED PLYWOOD TO SIMPSON STRONG TIE BP USE (1) BP CCNNECTOR AT EACH ANCHOR BOLT EXTEND TO TOP OF TOP p ANCHOR BO'_TS @ 48' O.C. SEE FOUNDATION DETAILS. y 4 - 8d NAILS 2 When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted USE V BOLTS BOTTOM M PLATE. to be reduced to 1 - 16d nail per foot. ° PLATE TYPICAL LVL RIM JOIST SIMPSON LSTA PROVIDE SOLID 36 METAL STRAP ACK TYP. CORNER TIE- DOWN BNG SUBFLIOORAEDGES sLL SIMPSON PLOSTA24 NOT TO SCALE -TYP. @ STUDS W/ SIMPSON STRONG TIE LPT5 4-8d NAILS @ USE (1) CONNECTOR @ 16' OC, 48" O.C. EACH END, TYP. FLOOR JOIST PRESSURE TREATED MUD SILL FRAMING NOTES FRAMING DETAIL_ DOUBLE TOP PLYWOOD SHEATHING 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10, PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" NOT TO SCALE PLATE TO OVERLAP BOX HEADER DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. BETTER. INTERMEDIATE. 2 x 6 @16" 0. BEAM - TOP + BOTTOM. STUDS SIMPSON LSTA24 1 4" 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 11 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING TYPICAL RODE SHEATHING NAILING ZONES WIDE-20 GAGE METAL MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. STRAP @ 48" O.C. MAXI. O 2D @ 6'0C EDGES & 6'0C In FIELD W/ 4-8d NAILS- EACH 3. ALL SUBFLOORING TO BE APA RATED STURID-I-FLOOR, 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE END, TYP. EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF AND STUD WITH GALVANIZED HURRICANE TYPE aD @ 6'ac EDGES & 6 oc IN FIELD PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR aD @ 4-OC EDGES & 6'OC IN FIELD NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE STRAP TO STUD CLIPS AT ALL PERIMETER JOIST TO GIRDER 2sS MEAN ROOF HEIGHT W - 8d NAILS 4 2 STORY 8D RING SHANK / TOP OF FOUNDATION 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CONNECTIONS. WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH WRAP + NAIL STRAP TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA ROOF EDGE ( 4 - 4d NAILS ) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL AROUND SILL PLATE SIMPSON MST27 PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND O AT ANCHOR BOLT 1 1/2" WIDE - 20 GAGE 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED METAL STRAP @48" OC. AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS: NOTED AS PER MANUFACTURERS RECOMMENDATIONS. WEB +12" FROM EACH CORNER @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND WRAP AROUND SILL PLATE CIRCULATION IN ROOFS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" O FLOOR JOIST LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NAIL SHEATHING TO SILL PLATE 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, PERIMETERS. HANDLING, STORAGE, AND ERECTION OF 8d NAILS @ 4" O.C. stairs etc. OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS 2 #5 REBAR r7 „ RECOMMENDATIONS. 2 x 6 SILL PLATE 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL A TREATED.C A HAVE ROWS OF 1 2 IA. Q TO H E 2 D PARTITIONS OR AS NOTED ON DRAWINGS. 14. ALL MULTIPLE LVL PRODUCTS T / 3 - GALVANIZED MACHINE BOLTS @ 12" O.C.. 3 2 � 0 - 8 ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED -5/8" x 12" A.B. @48" OC. SEE DWGS. -. ....:. w SIMPSON STRONG TIE BPWITH RATED GALVANIZED METAL CONNECTORS BY FOR DESIGN. TECO OR APPROVED EQUAL. 9. NAILING SCHEDULE AS PER THE WOOD FRAME CONSTRUCTION O MANUSHALLAL2008 RECE VE SBC 5-10DHIGH NAILS AT SHILL AND ALL PLATTE. STUDS SECTION ELEVATION ALL EXTERIOR NAILS SHALL BE GALVANIZED. r � ° HOLD DOWN SHEAR CONNECTION CRITICAL_ -� PATH BERGDES GIN YAHALOM RESIDENCE TYPICAL STRUCTURAL NOTES & DETAILS 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I NOV 19,2015 PROGRESS PRINT JAN 27, 2016 PROGRESS PRINT MAR 16, 2016 PROGRESS PRINT MAY 17,2016 DATE: MAY 31, 2016 ARCH TECTURE 965 E DWAR DS LANE, ORIENT, NY 11957 WINDOW AND DOOR PRICING I NOV 30,2015 WINDOW AND DOOR PRICING III FEB 03, 2016 PROGRESS PRINT MAR 29,2016 CURTAIN WALL PRICING III MAY 31,2016 SCALE: AS NOTED PROGRESS PRINT DEC 03,2015 STRUCTURAL REVIEW I FEB 05, 2016 PROGRESS PRINT APR 11,2016 PERMIT SET II MAY 31,2016 DESIGN DEVELOPMENTAPR 15,2016 NOT FOR CONSTRUCTION PROGRESS PRINTII AN 08, 2016 PROGRESS PRINT DEC 09,2015 CURTAIN WALLICING I MARFEB102,2016 ERMIT SETRESS APR 18,2016 REF NO: 178 WINDOW AND DOOR PRICING 11 JAN 12, 2016 CURTAIN WALL PRICING 11 MAR 10, 2016 PROGRESS PRINT APR 20,2016