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Home My WebLink AboutAselton/Lamm - 1045 Orchard St ��o�OgOFf04coG James Garretson,Chairperson � • `F Town Hall Annex Anne Surchin,Vice Chair �11Q1 �.a�' 54375 Route 25 Donald Feiler PO Box 1179 James Grathwohl Southold,NY 11971 Robert Harper Fax(631)765-9502 Gary Parker Telephone: (631)765-1802 Edward Webb www.southoldtownny.gov Damon Rallis,Administrative Assistant Town of Southold Historic Preservation Commission RESOLUTION #7.18.17.1 July 18, 2017 Certificate of Appropriateness RE: 1045 Orchard Street, Orient, SCTM# 1000-25.-2-20.22 Owner: Aselton/Lamm RESOLUTION: WHEREAS, 1045 Village Lane, Orient, NY is on the Town of Southold, New York State, and National Registers of Historic Structures/Places, and WHEREAS, as set forth in Section 56-7 (b) of the Town Law (Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Landmarks Preservation Commission prior to the issuance of a Building Permit, and WHEREAS, an application to make additions and alterations to an existing single family dwelling, as well as to an existing accessory building was submitted to the Southold Town Historic Preservation Commission on July 18, 2017, and WHEREAS, representatives for the applicant met with commission in pre-submission conferences on April 18, 2017; May 16, 2017; and June June 20, 2017; and a public hearing was held on July 17, 2017 and final drawings were submitted to the commission at that time. NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application has met the criteria for approval under Section 170-8 (A) of the Southold Town Code and, BE IT FURTHER RESOLVED, that the Commission approves the request for a Certificate of Appropriateness. MOVER: Webb SECONDER: Grathwohl AYES: Unanimous NAYS: n/a RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: Damon Peter Rallis, Application Coordinator for the Historic Preservation Commission Date: #0002090300 STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck,in said county,being duly sworn,says that she is Principal Clerk of THE SUFFOLK TIMES , a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks(s),successfully commencing on 07/13/2017 i Principal Clerk Sworn to before me this day44 V2.4-1-7. dk CHRISTINA VOLINSKI D [EQE0'V[E NOTARY PUBLIC-STATE OF NEW YORK NO. 01V06108030 D Cuallfled In Suffolk County My CAD1M11416h hplres February 20,2020 .BOE 2 4 20f' BUILDING DEPT. TOWN OF SOUMOLD TYPESET: Mon Jul 10 15 18 29 EDT 2017 LEGAL NOTICE NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the Southold Town Historic Preservation Com- mission sets a public hearing regarding the application of Matthew Aselton and Sara Lamm.Request for a Certificate of Appropri- ateness under Section 170-7(b)of the South- old Town Code,concerning proposed alter- ations to registered landmark structure at , 1045 Orchard Street, Orient, SCTM# 1000-25-2-20.22 at 3.15 p in on Tuesday, July 18. 2017, in the Southold Town Hall Annex,second floor conference room The Historic Preservation will hear all per- sons,or their representatives,desiring to be heard and/or desiring to submit written statements before the conclusion of the hear- ing. The file is available for review during regular business hours by contacting Damon Rallis at the Southold Town Building Depart- ment If you have any questions,please do not hesitate to contact Damon Rallis at the South- old Town Building Department (631) 765-1802 or Damon Rallis@town southold. ny us. Dated: July 5,2017 BY ORDER OF THE SOUTHOLD TOWN HISTORIC PRESERVATION COMMISSION JAMES GARRETSON, CHAIRMAN 2090300 5UiZVEY OF PROPERTY SITUATE: ORIENT N TOWN: SOUTHOLD SUFFOLK COUNTY, NY W SURVEYED 04-10-201-1 E SUFFOLK COUNTY TAX # 1000 - 25 - 2 - 2022 s CERTIFIED TO: MATTHEW ASELTON SARA LAMM LAND NOW OR FORMERLY OF; - TABOR LAND LLC, N8200000"B N87047930"E 152.26' 40•00' x Fe 111 5 YELL X x�LX'u1N LItrK xFHrR I� �I M FROPAlE FE I I NNIL O 035 l Q O.IE I I 210 FL 2 5TORY y FRAME ' a FF 16.4' clo4n 11Y GARAGE ------ MAWMY PATIO FF FL 18.7' A 2 STORY =163' HEIGHT 25.41 b FRAME I ' I BARN� EL I6. OF SEP= HEIGHT MASaw.r PATIO 22.21 STALKED SToW nypj x� 8 � x w z x I O LMOR LE OP svP wLL X P I x X 0 K V, Z4 I a d — _ _ s ..p _ -6" LIN- FEWE _ MA _ �O O—O—x X X—X X X—X—X—I x 211 Kpnre av I STORY IM&eons —W FF 20.01 °C300 As 2 STORY FRAME 044 �] HOUSE Q FF EL 20.5 HEIGHT 22.0' as 9 Ly w e Ii7N ne• 1'jlC& I I I I I , I LONLR6T2 SIDB%" p TV ROAQ DRA N LONG2EiE CURD/��\ ��.f\J 1 ORC HAFZ STREET �� 'Unutbrbed ellnralbn a adNlbn Io a w,vey mop bevLy p Iksn<d k+b awveyorb ceul b a bbllpn al eccibn'120'1 e.b•pMil9n 7,of the New York'kora 2A.ealkm Lew,• NOTES: rn ly ecyl..I n the o mal el e s s ey ked won on or19kKtl a lora 9wsyorb 91oe{Md>opl 9nUl to corglpered to be vplip lrW copb>' MONUMENT FOUND %L WVW—kvA-Wel nn p9n skrx ne IN. • t;+ zryepcced N rsewdosn wllh lho er- PIPE FOUND ay y dq berry pe�rat�la �r e�pd,pe�a 2 W ane Non 7ork Stole A»odotlen of Mole»lanai Land 9urveyaw 5plp cerulkutans 9hpll rua LAIy tp W pnrm for venom tb wvoy Is popored, 49ND en hl>ne wn aro t>re eenp ey.ym a..>_ tot e�»I�eO o'�e le�nping�n tiwuon earl i� tbro p�p rot Irasr9rmne to Wdnbnpl kenwuow AREA = 48,317 SF OR 1.11 ACRES JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC SCALE I"=30' RIVERHEAD,N.Y.11901 369-8288 Fax 369-8287 REF-C:\UsmV0hnWMb0x12000 PROS\2000 prosV0-248 Updato 3-28-2017.prn p� ELIZABETH ROBERTS ARCHITECTURE & DESIGN 168 7th Street X Brooklyn NY 11215 1 t: 718 504 5488 Aselton Residence, 1045 Orchard Street, Orient, NY 11957.Tax Map#- 1000-25.-2-20-20.22 All photos taken November 2016 N r r 1 View looking North from sidewalk at front facade 2 View looking northeast at Living Room bay window 7wr y 3 View looking southeas from backyard at Sun Room and back facade 4 View looking south in backyard 5 View looking west at back entrance into Sun Room 6 View looking west at side elevation r' 7 View looking west from front yard at side elevation 8 View looking northwest from front yard ELIZABETH ROBERTS ARCHITECTURE & DESIGN 168 7th Street 3C Brooklyn NY 11215 1 t:718 504 5488 Aselton Residence, 1045 Orchard Street, Orient, NY 11957.Tax Map#- 1000-25.-2-20-20.22 All photos taken November 2016 � . �IF r _ if, I View looking at bay window from front yard 2 View looking at east elevation I , ` 3 Yew of chimney on west elevation from front yard 4 Close-up vinyl siding ff r 1 � oil! i 5 View looking at front door and side window 6 View looking east from down Orchard Street ELIZABETH ROBERTS ARCHITECTURE & DESIGN 168 7th Street X Brooklyn NY 11215 1 t:718 504 5488 Aselton Residence, 1045 Orchard Street, Orient, NY 11957. Tax Map#- 1000-25.-2-20-20.22 All photos taken November 2016 , 1 View looking North from driveway entrance to garage in rear yard 2 View looking northwest from corner of Orchard and Tabor iI v -140M see a 111111 aro 3 View looking northwest from corner of Orchard and or through break 4 View looking north in backyard •r , �1L }111 1 ', ,aw►- 5 View looking northeast in backyard 6 View looking southeast from corner of property VIA : s y 7 View looking southwest in backyard 8 View looking west from pool ELIZABETH ROBERTS ARCHITECTURE & DESIGN 168 7th Street X Brooklyn NY 11215 1 t:718 504 5488 Aselton Residence, 1045 Orchard Street, Orient, NY 11957. Tax Map#- 1000-25.-2-20-20.22 All photos taken November 2016 �- - •`ate-_ � 1 View of garage doors q 2 View looking along side at transition from original to addition l � v e .I 3 View looking at roof of orginal accessory arage 4 Typical window and bedroom door 5 Garage door hinge 6 Garage door latch Chimney 1045 Orchard Street Orient, 11957 1045 Orchard Street Orient, NY 11957 6.20.17 Elizabeth Roberts Architecture & Design, PC r F 4 1 .e a a r` LW e 1045 Orchard Street,Orient 1045 Orchard Street Orient, NY 11957 6.20.17 Elizabeth Roberts Architecture & Design, PC J t9' ' ti i - v.,� !!••CC iii � �`'-7 s e. 475 Orchard Street, Orient 1045 Orchard Street Orient, NY 11957 6.20.17 Elizabeth Roberts Architecture & Design, PC Brick Type Red Standard Brick, 52DD. Manufacturer is Glen Gary 220 Skippers Lane, Orient e .. .. Mortar Type 505 Skippers Lane, O,►ent Portland Plus Type S. Grey 1045 Orchard Street Orient, NY 11957 6.20.17 Elizabeth Roberts Architecture & Design, PC t .=�.� �-' y �� IIIIIIIIIIIIIIIIIII, 11111111111111111111 (IIIIIIII_ � 1111111!11111. 11111.11111,_ Side Front Corbel Design Existing Corbel Step Match Existing Step Pattern 1045 Orchard Street Orient, NY 11957 6.20.17 Elizabeth Roberts Architecture& Design, PC i Li i Chimney Foundation Diagram Footings at basement level 1045 Orchard Street Orient, NY 11957 6.20.17 Elizabeth Roberts Architecture& Design, PC Silman PROJECT ID`s Ori'_=_--` - `"`�!`-...._--__-__.. PROJECTNO. I`. PAGE SURACT Gn.�vn nem .._�,�_ .a+, ev i4 6if C-In 1 _—--- DATE ,OI- Cwlv .. g�c, ulC'vq"oC fiUc n ' -'? Ew BUT—' 1045 Orchard Street Orient, NY 11957 6.20.17 Elizabeth Roberts Architecture & Design, PG Barn Foundation 1045 Orchard Street Orient. NY 11957 6.20.17 Elizabeth Roberts Architecture & Design, PC �' , 'd, '�.\:ten'' <'�f, •' *h �"t.. I � Y t� 9 F� , ;.', k" a r € �i} A 1 P 1045 Orchard Street Orient, NY 11957 6.20.17 Elizabeth Roberts Architecture & Design, PC 1 it 1� ..� t ,f 4 r 4 LAMM ASELTON RESIDENCE 1045 ORCHARDSTREET ORIENT,NY 19 ARCHITECT ELIZABETH ROBERTS it I ARCHITECTURE&DESIGN 168 7TH STREET 3C _ t BROOKLYN,NY 11215 • _ �` r "�, — 718 504 5488 =- STRUCTURAL ENGINEER MECHANICAL ENGINEER xe LAMM ASELTON RESIDENCE syr%.ae.n-.x .:1.• - .:.:.x'� DRAWING LIST T-000 00 COVER,DRAWING LIST HOUSE POOLHOUSE D-100 00 FIRST AND SECOND FLOOR DEMOLITION PLANS 1313-100 00 FIRSTAND SECOND FLOOR DEMOLITION PLANS A-100 00 FIRST AND SECOND FLOOR CONSTRUCTION PLANS AB-100 00 FIRSTAND SECOND FLOOR CONSTRUCTION PLANS A-200 00 SOUTH AND EAST EXTERIOR ELEVATIONS AB-200 00 SOUTH AND EAST EXTERIOR ELEVATIONS A-201 00 NORTH AND WEST EXTERIOR ELEVATIONS AB-201 00 NORTH AND WEST EXTERIOR ELEVATIONS A-600.00 WINDOW SCHEDULE AND SPECIFICATION AB-600 00 WINDOW SCHEDULE AND SPECIFICATION ISSUE A-60100 WINDOW TYPES AB-60100 WINDOWTYPES NO DATE DESCRIPTION A-60200 WINDOW DETAILS AB-60200 WINDOW DETAILS 1 4/18/2017 LPC PRESUBMISSION CONFERENCE 2 5/16/2017 LPC PRESUBMISSION CONFERENCE II TITLE COVER, DRAWING LIST LANDMARK PRESERVATION ION COMMISSION PRE-SUBMISSION CONFERENCE MAY 10, 2017 SEALAND SIGNATURE DATE 0511612017 PROJECT#1045 ORCHARD DRAWING BY JB CHECKSY ER DRAWING NO- T-000.00 PROJECT LEGEND Q EXISTING TO REMAIN ✓ \MM __= TO BE DEMOLISHED - ASELTON '1 NEW PARTITION J I V DEMO PLAN NOTES RESIDENCE I PROTECT EXISTING DOORS AND 1045 ORCHARD STREET FINISHES TO REMAIN REPLACE ALL EXISTING ORIENT,NY 11857 2 ALL SERVICEABLE PLASTER WALLS AND WINDOWS AND SCREENS CEILINGS TO REMAIN 3 REPLACE ALL CROWN MOULDING,BASE -i1I1'11 If N /�-lf" ' 1' I1I! I I ARCHITECTMOULDING,DOOR,AND WINDOW TRIM 11 4 DEMOLISH ALL FLOORING PROTECT �-\' I!'„ II'' IIf, POTENTIAL HISTORIC PINE SUBFLOOR OREFINISHING TO COORDINATE ATDURING ELIZABETH ROBERTS DEMOLITION TOEVALUATECONDITION OF SUBFLOOR. ARCHITECTURE&DE SIGN P5 ALL DOORS REMOVED DURING P 1687TH STREET 3CETO BE SAVED FOR -- REPLACE EXISTING DOOR ARCHITECTS REVIEW BROOKLYN,N 1121 I 7185045488 REPLACE STONE FLOOR PORCH STRUCTURE IN SUN ROOM r- REMAIN r- IdC\ i i I I I{ ! 11 I III I'I STRUCTURAL ENGINEER \\ III I L----J I I1� \ ',!ia I I II',,,II; I i•'I � I•,?� 1 'tI .'I I!I 'll' �' i —J I I I I°I , IIII•) l I,I! ) I I' I,' I i' 11 i \ III I I11 I�.I I' � il'I III ,I IL II 'I I; I �'• / i '• I it � I I. I it I ,I•, I ' � I�jl Ii�l' 1 CIXRAAIPDAND- -_=_-_-__-___J REMOVE EXISTING WALL I ING _� 1°I�-\J\ I i IiI I�I'I'!IIIIII' 1�'IIII'I ;;I,'II,; II!II:;�iI,,' (ISI��•I ,;Ii,I;i,Ij� '1��IIIt!!IIi!�II,'!'�iIi Il I!jl IiI,tIIl•jII;•l�,,I l�,l II II�1IIlII1,1iiI�(,I'I�1IiI,,II:;.I� IIII'iII� I�JI�I�{II - MECHANICAL ENGINEERS AO1 ITTR UPREMOVE i-JiI _ _ WC /� I REF I DW I ,•I 'Iii' -_ IXISTING F`e=� / \ pp �_- RADIATOR \\ // J_ AL_Q , L---J I h i -- ----- TO REMAIN\ CAPAND REMOVEALL EXISTING PLUMBING \ / / \ O� ° L e- ! FIXTURES,FITTINGS AND - FINISHES ---------- T r ___ J 1,I CAPAND CAPAND I REFINISH EXISTING I— -__-_ REMOVE REMOVE I �' REUSE IXISTING I FLOOR THROUGHOUT I � EXISTING EXISTING EXISTING I LACANCHE RANGE IN SAME I I I -` CAPAND REMOVE TUB GENERATOR t RADIATOR RADIATOR LOCATION RELOCATEAND TO REMAIN +-'' KITCHEN I'�_ 'I PROTECT DURING DEMO I mI �_ I = -I D fly REPLACE EXISTING TOILET EXISTING I I fX'PP�'I AND CONSTRUCTION I --'-I I ( I �O I S RADIATOR - I I R—�\ IXISTING I /II� IN SAME LOCATION TO REMAIN i i �I I 01 I�`\\ III \1 -ITO REMAINI ( j'I I I CAPAND I ! _ II \ ' --- / I !{I h� ! REMOVE EXISTING fT REMOVE I I �r "'111 II' WC FLOORING DOWN TO 1 1, EXISTING _ - _ I' SUBFLOOR.REMOVEALL I I,1y RADIATOR (--- -I, HALLWAY I I_r /_-1 1_ I/ FITTINGS AND FINISHES _ CAPAND REMOVE EXISTING I REPLACE EXISTING 1 I �'fS� I CL 11 �_- 1I I \ l I1! I I I FLOORTHROUGHOUT I -_-1===2L====_ L____=_-_ 71 LL _ i3 LAV CONVERT EXISTING I r -'�, I -1 F� / Pam FIREPLACE TO COOKING L ! 1 7 I I _ (`I FIREPLACE IN SAME I '1 LL\ ! -J I -% / LOCATION I LIVING ROOM 1 1 ' ----------�// // V�/----------_ I / 1 i i `REPLACE EXISTING -J I I REPLACE ALL EXTERIOR I FLOORTHROUGHOUT 1 ! 1 I WINDOWS,DOORTRIMAND I BASEBOARDS 1 / I EXISTING I I 1 ( IXISTING i 8 I RADIATOR \ ! I RADIATOR 1 REPLACE ALL EXTERIOR TO REMAIN DN I I TO REMAIN 1 WINDOWS,DOOR TRIM AND _ DINING ROOM !--'•* BEDROOM DN g BEDROOM -', BASEBOARDS • I L REFINISH EXISTING FLOOR THROUGHOUT I \ \ NONSTRUCTURALALONG SFr- TAIR EXISTING I I -- -- - ! ! \ STAIR IN EXISTING �I—I� REMOVE EXISTING \ LOCATION 1 I I 11 `'� /�-=-- I I�` NONSTRUCTURAL WALL II ! REMOVE I-- IIIIIf II��iI II�l�l I',I�iII III •II.�.'II(I(I ! ISSUE UP HxDRF �I NO DATE DESCRIPTION CL AE1 328/2017 PRELIMINARY PERMIT SET r] - 2 4/18/2017 LPC PRESUBMISSION CONFERENCE 3 5/1612017 LPC N CONFERENCE II Jill dJ PORCH- - 'lil Ilfl' Ilii �P _' 11 '' TITLE DEMOLITION FLOOR I PLANS UP SEAL AND SIGNATURE DATE 05/16/2017 PROJECT 41F 1045 ORCHARD DRAWING BY JB CHECKBY ER FIRST FLOOR DEMOLITION PLAN �1 SECOND FLOOR DEMOLITION PLAN DRAWING NO ,/4•-,'-0• ,/4•-,'-0• - D-100 PROJECT LEGEND zsa�• EXISTING TO REMAIN M TO BE DEMOLISHED` LAM ASE LTO N NEW PARTITION RESIDENCE NEW STAIRS UP 1045 ORCHARD STREET NEW WOOD AND GLASS ORIENT,NY 11957 fr -¶ rr --n jr_ _-11 DO ORS WITH INTEGRAL ! q F \ \! \ SCREENS TO BACKYARD ARCHITECT I ELIZABETH ROBERTS NEW WOOD BURNING ( I (i I{Ij i� , I 'I! I{ I { ! \ NEW WOOD BURNING STOVEPIPE CHIMNEY II!• I' ,I !, .I : ;!� I !;i ARCHITECTURE&DESIGN � "_ O I 1 �! ___ is i s-- —1•'�l I 1, � ,!. ice, srovE ! i Q i, ,., '! li ',,, ; I �!� 1_T1_ 1 NEW WOODAND GLASS 1 ! " i!� ! f IjI „�I il! ! I! '�I' (' III '!II !�I RAISE RIDGE OF SUN 1657TH STREET 3C .' DOOR IN EXISTING �; !!. ��I i �,•! 'IIII I' O6- UP ' : I i i' ROOM,MATCH EXISTING BROOKLYN,NY 11215 � T [ ITI-; I\I�tj LOCATION III ,•'! i'j I 'i,I I, ' 'f' PITCH REPLACE ROOF I f ' I j_' 1 ��_L:_. 1_lI_L_.-, T Imo,;, j T i f�`i�_. I� ! '' ji ' ISI' ' WITH NEW ER-SAWN 7155045486 NEW STONE STEPS ( !• 1 ! .ii { !• I"i I I 1 I i I ' T{TI CEDAR SHINGLE TO MATCH SUN ROOM i I NEW RADIANT FLOOR ! j 1 i EXISTING 8 6— TT 1107 T III ) „ '!! I ' .�;i J-, HEATING SYSTEM UNDER ( { STRUCTURAL ENGINEER �T � 1 jT 1 1!.-l.__7_ r j. _ NEW TILE FLOOR ! I, I' F T T- .—,j`�'- _ .' :I'';II iili' !, LI. - --.4�.J-.).�_ L-- 1_.1 •1 REPLACE SKYLIGHT to I t -iitl 1 �'• I NEWWOOD ANDGLASS -�;-1 1 LL-1"'Lh�•-� T- 1 T"-'- T7""�f� WINDOWS PERIMETER I I \� _L IST_ -- �-' �t / I I •' I I 1 24%x.. / WALL WITH INTEGRAL I 'IIS ! it II! ' ,'a , ,�, .76-0•j'''1 -'' 1-'-T-- ' T. _L SCREENS AT CASEMENT I !' ! �I I'!' ! Ii!}s'.Q�a ii' ff il! "I 11 I I 1 1 _-I ! 1 1 1 OS AND AWNING WINDOWS II. I I'!' T1 ! lit! �–.!7.i_ 1_,. _� NEW WOOD AND GLASS I' 11 !, I! Jill !'' (,1 i I I i i I i , !. I I I I 1 1 rri PARTITION ABOVE ! I \\ COUNTER . ' `!i• Ir I --, I T OOD AND GLASS i �IIr1 MECHANICAL ENGINEER i!1!!1 { I1rl - DOORS I ' �y oa !(II I I I oW ®1 I II©/ 18 19 II I TPI DESK i I I I I NEW WOOD AND GLASS ILS PARTITION ABOVE // \\ COUNTER ! 10 CL 1 I''I i I III / KITCHEN RELOCATE SINKAND ! j� 106 •-- DISHWASHER MASTER BEDROOM CELLARACCE55IN REUSE EXISTING RANGE _ C� HOOD SAME LOCATION NEW `I' 24 _---,202 3o- f' r Iil NEW ELECTRIC RADIANT FLOOR 1 n-t1 FLOOR 1zi• 5-- 0 I ,i UNDER NEW TILE ee GENERATOR - I L——_J - i MASTER 1 Z REPLACE EXISTING WOOD ! ° 08 BATH _11,E ( NEW LAV,SHOWERAND r� I FLOORTHROUGHOUTREF NEWSTRUCTURAL I I I I PARTITION ---� CL == CL =- Y CONVERT E tzs}�j .,,,. tray TOCOOKING OOO KING IN Cq -}—y" FIREPLACE IN SAME i7 1 HALLWAY 1 LOCATION ,� ©p /� 1 U3 201 A-'00 IBEDROOMI \\ /' BEDROOM2 205 204 13 10 NLIVING ROOM ON SITTING ROOM Q © 1 DN 21 105 106 = a ! I I 1za• I nay 1 t4 I #1 (� ------- °° ' ''IIII •Ilt Ilt I °° TH I ; } _ _ _ _ NEW ELECTRIC RADIANT ISSUE 16 -_ BATH 7 I ii I FLOOR UNDER NEW TILE ,I! FLOOR pWDR NO DATE DESCRIPTION NEW LAV,BATH AND WC a y ° NEW LAVAND WCIN ' 1 3/29/2017 PRELIMINARY PERMIT SET - FOYER NEW LOCATION ^� � CL ; ( ! I I � I ' � 2 4/16/2017 LPC PRE-SUBMISSION CONFERENCE 3 5/16/2017 LPC PRESUBMISSION CONFERENCE II iii • 20) -FRONT PORCH - f i ''Imo/ ---- - --101------ - EXISTING FRONT PORCH TITLE 3-0' =X1.1=_-3•S ——3 _ 'j �I j,l __---_ __-_ -- ! PROPOSED ° -°- - - - - CONSTRUCTION ' VP -- FLOOR PLANS 23'A' 7A• 11-3' ,I SEALAND SIGNATURE DATE 05/16/2017 26 3y' � 264y PROJECT# 1045ORCHARD DRAWING BY JB CHECKBY ER FIRST FLOOR PLAN SECOND FLOOR PLAN DRAWING NO va•=r-o• 1/4•=r-o• A-100.00 PROJECT LAMM ASELTON ---- _ _ �TOROOF RESIDENCE — 1045 ORCHARD STREET ORIENT,NY 11957 ARCHITECT -- __ NEW WOOD TRIM WHERE WINDOWS AND ELIZABETH ROBERTS - STORM EE WINDOW DOWS ARE REPLACED ARCHITECTURE&DESIGN -— 20 ----- SEE WINDOW SCHEDULE 168 7TH STREET 3C BROOKLYN,NY 11215 _ ------ '"—" ----"" REPLACE EXISTING VINYL SIDING,FASCIAAND 7185045488 '-""""----- — -- ----- --- SOFFIT WITH WOOD CLAPBOARD AND SIDING TO MATCH HISTORIC EXPOSURE DIMENSION VERIFY IN FIELD_ _ _ __ _ 2ND FIN FLR __-__---_— --- - - —��_-- --- - --- — --- STRUCTURAL ENGINEER ST FLR CLG REPLACE EXISTING BAY WINDOW SIZE AND 1 16 GRILLE PATTERN TO MATCH EXISTING SEE _ —__ — EXISTING WOOD CLAPBOARD SIDING TO WINDOW SCHEDULE CONTRACTOR TO ( --- - -I REMAIN IN PORCH AREA PROTECT DURING VERIFY DIMENSIONS IN FIELD AND REPORT _-=1 — DEMO AND CONSTRUCTION ANY DISCREPANCIES - -- --E -- _ I I= - MECHANICAL ENGINEER AIST FIN FLR 'CELLAR FLR ^ SOUTH ELEVATION va•=r-o• oTOROOF ---- _ 37 2ND FLR CLG ISSUE RAISE RIDGE OF SUN ROOM,MATCH NO DATE DESCRIPTION -- --- — -- -- EXISTING PITCH REPLACE ROOF REPLACE EXISTING VINYL SIDING,FASCIA -- — -- WITH NEW TAPER-SAWN CEDAR PROPOSED NEW TO RIDGE ELEVATION 1 3/28/2017 PRELIMINARY PERMIT SET 4r- -'�• - �y'G ;, ;'• '--^={--�-i� SHINGLE TO MATCH EXISTING IXISTINGTO RIDGEELEVATION 2 4/18/2017 LPC PRESUBMISSION CONFERENCE ,�. AND SOFFIT WITH WOOD CLAPBOARD AND SIDING TO MATCH HISTORIC EXPOSURE ----_--_-_- --- --- -- -- eN,s�w,c.ay 30„ V ii'' _'_a t—.� -. 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" l.'R '+`,- - -- -" -'"--- --- 2 4 B/2017 LPC PRE-SUBMISSION OIN CONFERENCE -h .r ----- --- -------- ----- EAI 3 5/16/2017 LPC PRESUBMISSION CONFERENCE II r -. -P.. r"-.�f ,yam.,...._:-rr•,.r ----- _ - _ _ ___ _ _-___ _ -_ _ _ - ADJU TFOR NEW RAI ED FIREBOX - 2ND FIN FLR NEW WOOD CLAPBOARD SIDING - MATCH OUALITYAND COLOR OF TjSTFLRCLG TO MATCH REST OF HOUSE \ - _ _� NEW BRICK TO EXISTING CHIMNEY REPLACE EXISTING PARTIAL - 13 14 1 '-_-_- lidTITLE HEIGHT WINDOWS NEW _ - ji FULL-HEIGHT WOOD WINDOWS --- I-',�-- --_- ---- ,+ INTEGRAL SCREEN AT OPERABLE _ - ;- LLLLEII -_--_ FASCIAREPLAND SOFFIT WITHVINYSIDING, EXTERIOR ELEVATIONS CASEMENTS AND AWNINGS ----" - '-- '-I� __ --- ---- - FASCIAAND SOFFIT WITH WOOD CUPRIC DANDSIDING EDIME SIGNMATNORTH AND WEST _ -__-___ HISTORIC EXPOSURE DIMENSION IFH VERIFY IN FIELD 1STFIN FLR NEW STAIR WITH STONE STEPS I 1J SEALAND SIGNATURE DATE 05/16/2017 I I PROJECTN 10450RCHARD I ,LCELLAR FLR I DRAWING BY JB r - - - - - - _ - - - - - - - CELLAR FLR CHECKBY ER WEST ELEVATION L— DRAWING NO 114'=1'-0' A-201.00 WINDOW SCHEDULE SCREENS CASEMENTS/AWNINGS PROJECT ROUGH OPENING FRAMEAND �n V'nn n NO TYPE MANUFACTURER DESCRIPTION I SERIES WIDTH HEIGHT SASH MATERIAL EXTERIOR INTERIOR GLASS GRILLES SCREEN HARDWARE REMARKS ' I V' FIRST FLOOR ASELTON W01 A LEPAGE WOOD COLLECTION 27" 64' 4.9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER ON J/2 SCREEN,CHARCOAL WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN DOUBLE HUNG TOP LITE FIBERGLASS MESH W02 B LEPAGE WOOD COLLECTION DOUBLE HUNG, 89' 64' 4-9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER ON 1/2 SCREEN ON DOUBLE HUNG WINDOWS, WHITE CENTER LITE FIXED MATCH HISTORIC GRILLE PATTERN REFER TO ELEVATIONS FOR PATTERN RESIDENCE PICTURE WINDOW CENTER LITE CENTER LITE CHARCOAL FIBERGLASS MESH WOOD COLLECTION SOL WITH SPACER ON 1/2 SCREEN,CHARCOAL 1045 ORCHARD STREET W03 A LEPAGE DOUBLE HUNG 25' 44' 4-9/16°MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER TOP LITE FIBERGLASS MESH WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN ORIENT,NY 11957 W04 A LEPAGE WOOD COLLECTION 25' 44' 4-9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER ON 1/2 SCREEN,CHARCOAL WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN DOUBLE HUNG TOP LITE FIBERGLASS MESH ARCHITECT W05 F LEPAGE WOODCNTAWNINGASSEMBLY OLLECTION 823/4° 86112° 4-9116'MAHOGANY PAINTEDWHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER SCREENS,TOPERCHARCBLE CASEMENTS ASE ENTSANH WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN ELIZABETH ROBERTS CASEMEWOO COLLECTION FRENCH ARCHITECTURE&DESIGN WO6 G LEPAGE SWINGING DOOR WITH SIDELITES 82 314° 86 11T 4-9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER NA TBD PROVIDE FIXED DOOR AS SIDELITES REFER TO ELEVATIONS FOR GRILLE PATTERN 168 7TH STREET 3C WOOD COLLECTION FRENCH OUT SWING SCREEN DOORS,CHARCOAL BROOKLYN,NY 11215 W07 H LEPAGE SWINGING DOORS WITH SIDELITES 101' 86 712' 6-9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272ARGON WITH SPACER SOL WI SPACER FIBERGLASS MESH TBD PROVIDE FIXED DOOR AS SIDELITE REFER TO ELEVATIONS FOR GRILLE PATTERN 718 5045488 W08 1 LEPAGE WOOD COLLECTION FRENCH 67" 86 1/2" 6-9/16°MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WI SPACER OUT SWING SCREEN DOORS,CHARCOAL TBD REFER TO ELEVATIONS FOR GRILLE PATTERN SWINGING DOORS FIBERGLASS MESH STRUCTURAL ENGINEER W09 H LEPAGE WOOD COLLECTION FRENCH 101' 86112' 6-9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WI SPACER OUT SWING SCREEN DOORS,CHARCOAL TBD PROVIDE FIXED DOORAS SIDELITE REFER TO ELEVATIONS FOR GRILLE PATTERN SWINGING DOORS WITH SIDELITES FIBERGLASS MESH W10 F LEPAGE WOOD COLLECTION 82 314' 86112' 4-9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SDL WI SPACER SCREENS AT OPERABLE CASEMENTS AND TBD REFER TO ELEVATIONS FOR GRILLE PATTERN CASEMENT/AWNING ASSEMBLY AWNINGS,CHARCOAL FIBERGLASS MESH Wil F LEPAGE WOOD COLLECTION 82 314° 86 1/2' 4-9/16'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER SCREENS AT OPERABLE CASEMENTS AND TBD REFER TO ELEVATIONS FOR GRILLE PATTERN - CASEMENTIAWNING ASSEMBLY AWNINGS,CHARCOAL FIBERGLASS MESH W12 A LEPAGE WOOD COLLECTION 30114° 64" 4-9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER ON 112 SCREEN,CHARCOAL WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN MECHANICAL ENGINEER DOUBLE HUNG TOP LITE FIBERGLASS MESH W13 A LEPAGE WOOD COLLECTION 301/4' 64" 4-9/16'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER ON 112 SCREEN,CHARCOAL WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN DOUBLE HUNG TOP LITE FIBERGLASS MESH W14 E LEPAGE WOOD COLLECTION PICTURE 27• 7T 4.9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER NA NA MATCH EXISTING GRILLE PATTERN REFER TO ELEVATIONS WINDOW ASSEMBLY W15 E LEPAGE WOOD COLLECTION PICTURE WINDOW ASSEMBLY 68" 72' 4-9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER NA NA MATCH EXISTING GRILLE PATTERN REFER TO ELEVATIONS W16 E LEPAGE WOOD COLLECTION PICTURE 27" 72" 4-9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER NA NA MATCH EXISTING GRILLE PATTERN REFER TO ELEVATIONS WINDOW ASSEMBLY W17 W18 W19 SECOND FLOOR W20 C LEPAGE WOOD COLLECTION 691/2" 621/2" 4-9/16'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER ON 1/2 SCREEN,CHARCOAL WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN DOUBLE HUNG TOP LITES FIBERGLASS MESH W21 C LEPAGE WOOD COLLECTION 691/2' 62112' 4-9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER ON 112 SCREEN,CHARCOAL DOUBLE HUNG TOP LITES FIBERGLASS MESH WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN W22 C LEPAGE WOOD COLLECTION 451/2' 411/2" 4-9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER NA 112 SCREEN,CHARCOAL WHITE DOUBLE HUNG FIBERGLASS MESH W23 D LEPAGE WOOD COLLECTION CASEMENT 57112" 48' 4-9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER SCREENS AT OPERABLE CASEMENTS, WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN ASSEMBLY CHARCOAL FIBERGLASS MESH W24 C LEPAGE WOOD COLLECTION 82' 44' 4-9I16'MAH0GANY PAINTEDWHITE PRIMED LOW-E 272 ARGON WITH SPACER NA 112 SCREEN,CHARCOAL WHITE DOUBLE HUNG FIBERGLASS MESH W25 C LEPAGE WOOD COLLECTION 69112' 621/2' 4-9116'MAHOGANY PAINTED WHITE PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER ON 1/2 SCREEN,CHARCOAL WHITE REFER TO ELEVATIONS FOR GRILLE PATTERN DOUBLE HUNG TOP LITES FIBERGLASS MESH W26 - EXISTING WINDOWS TO REMAIN ROOF W30 VELUX FIXED CURB-MOUNTED 30" 48" NA NA NA ISSUE ALUMINUM NO DATE DESCRIPTION 1 3/28/2017 PRELIMINARY PERMIT SET W31 VELUX FIXED CURB-MOUNTED 30" 48' NA NA TBD ALUMINUM 2 4/18/2077 LPC PRESUBMISSION CONFERENCE W32 VELUX FIXED CURB-MOUNTED 30" 48' NA NA TBD 5/16/2017 LPC PRESUBMISSION CONFERENCE 11 ALUMINUM WINDOW SPECIFICATION TITLE MANUFACTURER LEPAGE MILLWORK SPECIES MAHOGANY WINDOW SCHEDULE PRODUCTS WOOD COLLECTION DOUBLE HUNG GLASS LOW-E 272 ARGON WITH SPACER AND SPECIFICATION WOOD COLLECTION FRENCH TERRACE DOOR WOOD COLLECTION CASEMENT GLASS SPACER ALUMINUM WOOD COLLECTION AWNING MUNTIN 718'WOOD SIMULATED DIVIDED UTES-PUTTY GLAZE EXTERIOR,COLONIAL PROFILE INTERIOR WOOD COLLECTION PICTURE SEALAND SIGNATURE DATE 05/16)2017 HARDWARE TBD PROJECT#1045 ORCHARD FRAME DEPTH WINDOWS 4-9/16',DOORS 6-9/16' SCREEN CHARCOAL FIBERGLASS MESH-1/2 SCREEN AT DOUBLE HUNG DRAWING BY JB EXTERIOR FINISH WHITE JAMB EXTENSIONS NONE CHECKBY ER DRAWING NO INTERIORFINISH PRIMED CASING/SILL SEE ELEVATIONS A-601 AND DETAILS A-602 A-600_00 PROJECT 7/8' LAMM GRI SOL 7/8'GRI SDL AS E LTO N GRILLE PATTERN GRILLE PATTERN TO j MATCH EXISTING < 718'SDL w a HISTORIC PATTERN W GRILLE PATTERN RESIDENCE w+ � FIXEDARCHITECTURAL 1045ORCHARD STREET N ORIENT,NY 11957 1 OPERABLE 3° 11VVARIES DOUBLE HUNG Wl 3° 1%' 1'-6° 1'/ INTEGRAL 3° 1%, VARIES ARCHITECT SCREENS,1l2 ELIZABETH ROBERTS O O � w w ° ARCHITECTURE&DESIGN 168 7TH STREET 3C BROOKLYN,NY 11215 718 504 5488 N VARIES 3'-6' 2'-1° EQUAL VARIES STRUCTURAL ENGINEER WINDOW TYPEA �1 WINDOW TYPE B �� WINDOW TYPE C vaRlEs 314•=1'-0' =1'-0' 314'=1'-0' MECHANICAL ENGINEER LILILL]-1 j- FIXED / \ CASEMENT7/8'SDL / ]E :]E- _ 'N FIXED GRILLE PATTERN OPERABLE ❑❑❑❑❑ / OPERABLE _ CASEMENTS ON BOTH - CASEMENTS ENDS / WIINTEGRAL EE 1\ /' SCREENS IDE -1EE 718"SDL ,\ /� GRILLE PATTERN S OPEBLE EQUAL EQUAL EQUAL \ AWNNGS W/ � � INTEGRAL 4'iW � � �� SCREENS 2'-3' 51S° 2'-314• 2'-M' �1 WINDOW TYPED �1 WINDOW TYPE E �1 WINDOW TYPE F 314'=1'-0' 3/4'=1'-0' 34'=1'-0' \\ INSWING DOOR O' ISSUE w NO DATE DESCRIPTION i 3/18/1017 PRELIMINARY PERMIT SET 718'SDL \ 718'SDL 2 51162017 LPC PRESUBMISSION CONFERENCE II \\� GRILLE PATTERN GRILLE PATTERN FIXED SIDELITES ON F1E :1E' EITHER SIDE \ FIXED SIDEITE OFDOOR TITLE a WINDOW TYPES w -17 TEMPERED TEMPERED _ GLASSATALL 43a° / GLASSATALL LITES ��w i LITES \� SEALAND SIGNATURE DATE 05/1612017 PROJECTIP 1@45ORCHARD 1-7' 2'-10' 5'-7' DRAWING BY JB 6'-11° g_5° CHECKBY ER WINDOW TYPE G �� WINDOW TYPE H �� WINDOW TYPE I DRAWING NO 374•=1'-0' 3/4'=1'-0' 0 3!4'=1•-0• A-601.00 PROJECT J. J4 4 LAMM ASELTON g --� RESIDENCE tNu N 1045 ORCHARD STREET ni ORIENT,NY 11957 w N 5 g v. ARCHITECT (7 ELIZABETH ROBERTS 1 ARCHITECTURE&DESIGN ' VISIBLE VISIBLE 3& GLASS 3& € GLASS 3&' 1R BROOKLYN, NY 112 FRAME SI FRAME SIZE BROOKLYN,NY 11215 710 504 5488 STRUCTURAL ENGINEER VERTICAL SECTION HORIZONTAL SECTION VERTICAL SECTION HORIZONTAL SECTION DOUBLE HUNG PICTURE WINDOW �1 WINDOW TYPE A,B AND C' WINDOW TYPE BAND E MECHANICAL ENGINEER � TT �'t- � � T i d d�T'r � � t i 'a• ITT wL? .- W - 0 N NW Y N N W T N N L7 1�' Z' VA91I E VISIBLE VISIBLE GLASS 3{74 GLASS 3a' GLASS FRAME SIZE FRAME SIZE � � FRAME SIZE VERTICAL SECTION HORIZONTAL SECTION VERTICAL SECTION HORIZONTAL SECTION VERTICAL SECTION HORIZONTAL SECTION OPERATING 1 3/4"SASH OPERATING 1 3/4"SASH FIXED SASH FIXED SASH OPERATING 1 3/4"SASH OPERATING 1 3/4"SASH WITH WOOD SCREEN WITH WOOD SCREEN WITH WOOD SCREEN WITH WOOD SCREEN OPERABLE CASEMENT FIXED CASEMENT AWNING �1 WINDOW TYPE D AND F ' ISSUE I NO DATE DESCRIPTION 1 31282017 PRELIMINARY PERMIT SET i-�—�'- 2 5/162017 LPC PRESUBMISSION CONFERENCE II tty�� I IT N -- tq � i I TITLE ---------` — ---------y INTERIOR EXTERIOR -----------r -- -- ----------- WINDOW DETAILS 5& 5& 0 6& VISIBLE GLASS 61s I FRAME SIZE IL SEALAND SIGNATURE DATE 05/162017 7a fi PROJECT#'10450RCHARO VERTICAL SECTION HORIZONTAL SECTION WOOD SCREEN WITH ASTRAGAL DRAWING BY JB INSWING FRENCH DOORS CHECKBY ER WINDOW TYPE G,H AND I (SCREEN DASHED) �1 WINDOW/DOOR GRILLE PROFILE TYP DRAWING NO 6'=1'-0' A-602.00 PROJECT LEGEND EXISTING TO REMAIN ✓ \M IM TOBEDEMOLISHED ASELTON NEW PARTITION RESIDENCE DEMO PLAN NOTES 1045 ORCHARD STREET 1 PROTECT EXISTING DOORS AND FINISHES ORIENT,NY 11957 TO REMAIN ARCHITECT p------------v------------q --------_--------- ___-=_- I I i - I ELIZABETH ROBERTS I I I I I ARCHITECTURE&DESIGN II II I I I I I 168 7TH STREET 3C I I I I REMOVE EXISTING DECK BROOKLYN,NY 11215 REPLACE SLIDING GLASS I I I I 718 504 5488 I DOORS WITH WOOD AND I I I I I GLASS DOORS I I I I II II STRUCTURAL ENGINEER FYkI 1 � I REF I °�¢. `V REPLACE SLIDING GLASS \HOWER/ y,I I '1; DOORS WITH WOODAND S J S GLASS DOORS CAP AND REMOVE L--J -- - -- OUTDOORSHOWER ---- WATER EING f I { c HOOK-UP t ,! (_----� PE BAND J / \ ! CAP ENCLOSURE REBUILD IN L / \ REMOVE # MECHANICAL ENGINEER NEW LOCATION TBD WATER i CONNECTION _ 3 REC ROOM REMOVE EXISTINGI I I ! REMOVE EXISTING `t STORAGE WINDOW I I WINDOW REMOVE EXISTING I i ! REMOVEALLJOISTS I�I REPLACE EXISTING I�I WINDOW I FLOOR THROUGHOUT I 5 i I I I I I REPLACE s _ THROUGHOUT RAISE FLOOR HEIGHTTO REMOVE EXISTING WOOD ! J II \ II f ! MAKE EVEN ACROSS DOORANDSCREEN \\ I I II 'j ENTIRE FLOOR i —_— i REMOVE CLOSETAND INTERIOR PARTITIONS �I (1,101WE) — _ EXPAND REMOVE r EXISTING WASHERAND I / I CL I I I W I D I I I DRYER / looI L_L—I —J RELOCATE AND REPLACE , 11 UPI}- rrn-r rr �I10 II CAP AND REMOVE - l�gM1 WINDOW I J-LW I HEA ERG HOT WATER L__L LIJ1 LLI REMOVE EXISTING STAIR CAP AND REMOVE ALL EXISTING PLUMBING IWC FIXTURES,FITTINGS AND I W/SHOWER HI �I I I I i .5 FINISHES I I RELOCATE AND REPLACE --—---------i--__ _— L1I II WINDOW E \_ I �/ \AI REMOVOPEN 0 E FLOOR OW TO MAKE STORAGE / _ _ __ RELOCATEANDREPLACE I I I I I I I \\ // WINDOW I I REPLACE EXISTING I I I I I// \\ — —REMOVE ALL SKYLIGHTS I I FLOOR THROUGHOUT ISSUE / \ R'v NO DATE DESCRIPTION 1 3/28/2017 PRELIMINARY PERMIT SET 2 4/1812017 LPC PRESUBMISSION CONFERENCE I ---J L 3 5/16/2017 LPC PRESUBMISSION CONFERENCE II C R,�r, REMOVE EXISTING WOOD JJ }` WOOD DOORAND REMOVE EXISTINGSLIDING DOOR JJ // \\ A DOORS REPLACE W BARN INTERIOR POCKET DOOR DOORS WITH NEW WOOD TITLE BARN DOORS ACCESSORY GARAGE - FIRST, SECOND FLOOR DEMOLITION PLANS SEALAND SIGNATURE DATE 05/16/2017 PROJECT*104SORCHMD DRAWING BY JB CHECKBY ER �1 FIRST FLOOR DEMOLITION PLAN �1 SECOND FLOOR DEMOLITION PLAN DRAWING NO -''-0 DB-100.00 PROJECT LEGEND ! eXISTING TO REMAIN - LAM M TOBEDEMOUSHED ASELTON NEW PARTITION RESIDENCE SCOPE PLAN NOTES 1045 ORCHARD STREET 1 NEWAC/HEATING SYSTEM ORIENT,NY 11957 ARCHITECT ELIZABETH ROBERTS I ARCHITECTURE&DESIGN 168 TTH STREET 3C NEW WOOD CASEMENT BROOKLYN,NY 11215 WINDOWS WITH INTEGRAL 718 504 5488 \ /—nD�\ SCREENS \ NEW INSWING W000 FRENCH DOORS WITH OUTSWING SCREENS STRUCTURAL ENGINEER I ILII till I!�I i ji I IIII !' i I lig IIII IIIA; I I I I lI f � I REPLACE WINDOW WITH ' ! NEW WOOD CASMECHANICAL ENGINEER EMENT NEW CASEMENT WINDOW WITH INTEGRAL SCREEN \ / WITH INTEGRAL SCREENS 7--\i III ', (W�On � RECREATION \ I '�!; �I .IIIII,:' l I 'l Ii iI i � I b=— 106 =_� l 'j IIIIIiI II'! ll III!j'I'iII!I, ILII' , I NEW CONCRETE TERRAZZO FLOORTHROUGHOUT REPLACE DOOR WITH NEW WOOD AND GLASS DOOR Oe / NEW SLIDING BARN DOOR Iillj I 12011 WITH WITH SCREE EI ; NEW SLIDING BARN DOOR I IIII Ill:.• '� l'�i• III III !I I!il!I I I II II ;IiI'' - II I�iI i I!I' ' I'll .j'•i I,'Ii II Ill !I�i I CL hill, I II l II!IIIIi ! I II DI NEW SINK AND REFRIGERATOR I — WITH COUNTERTOP AND CABINETS I ( li III N 00 I�LIOORI !I ! �'II l _ �.J NEW INSWING WOOD ; ! ! L\ w1 ® \\\' Imo—FRENCH DOORS WITH 111 I Iljlll I�1�1I I�iHRaUGli IIiI:!i ,II i IIII l I — WET BAR II % OUTSWING SCREENS NEWLAVANDWC ° R6F 102f!lI' II •IiI I I:IL.'I!'I I I llilll�y REPLACE EXISTIGN WINDOW WITH wPWDR° �` 'Y"' :y —_� I" I NEW WOOD DOUBLE-HUNG Q _ I.J I -iU NEWTILEFLOOR II'i:' WINDOW WITH HALF SCREEN .«. .-/ \ l l l i r—NEW—ANDWC NEW ELECTRIC RADIANT \ II I !Ilii !IIII III IIII I� I'ii�lill IIII III IIII L FLOOR UNDER NEW TILE OR I I —r NEW SLIDING BARN DOOR NEW STAIR ! I I I ! NEW STAIR \ I > / I I I I I NEW SLIDING BARN DOOR I \ — NEW W000 GUARDRAIL I / / UP � I REPLACE EXISTING REPLACE EXISTING WINDOW WITH NEW WOOD WINDOW CASEMENT WOOD /-- ' —_� CASEMENT WINDOWS WITH 'I� I I i\ I \ CASEMENT WINDOWS 6 � — WITHINTEGRALSCREENS I , �J INTEGRAL SCREENS * \ ISSUE LIVING ROOM // I �\ NO DATE DESCRIPTION / — 101 1 3/28/2017 PRELIMINARY PERMIT SET NEW WOOD BURNING STOVE OPEN IU.B LOW \ 2 4/18/2017 LPC PRESUBMISSION CONFERENCE / \ / \ / 3 5/16/2017 LPC PRESUBMISSION CONFERENCE II NEW SIDE-HINGE WOOD \ II I / BARN DOORS \ 01 I / 11 REPLACE EXISTING NEW INSWING WOOD LL. / \\� / HALF-CIRCLE WOOD FRENCH DOORS WITH �— —� WINDOWWITH NEW WOOD TITLE OUTSWING SCREENS, PICTURE WINDOW TRANSOM ABOVE POOL HOUSE - FIRST, SECOND FLOOR PROPOSED PLANS SEALAND SIGNATURE DATE 05/16/2017 PROJECT# ID45ORCHARD DRAWING BY JB CHECKBY ER FIRST FLOOR PLAN �� SECOND FLOOR PLAN DRAWING NO 1/4•=r-0• tra•=1•-0• AB-1 00.00 PROJECT LAMM ASELTON ` RESIDENCE TO 71STINGIPROPOSED RIDGE 10450RCHARD STREET _ ORIENT NY 11957 22-0 OLD ROOFLINE OF GARAGE NEW STOVEPIPE CHIMNEYADDITION BUILT IN 1985 ON THE ARCHITECT NORTH OF STRUCTURE LOWER MATCH ORIGINAL GARAGE RIDGED ELIZABETH ROBERTS ARCHITECTURE&DESIGN REPLACE EXISTING WINDOW SEE \ 7THSTREET WINDOW SCHEDULE BROOKLYN,NY 11212 15 REPAIR AND REPLACE WOOD SIDING 718 504 5488 / i \ AS REQUIRED \ ROOFLINE OF ORIGINAL GARAGE STRUCTURAL ENGINEER NEW HALF-ROUND STRUCTURE GUTTERS Ffl ,2ND FIN FLR STORAGE FEJ I � �F 1 I t ,� i( REPLACE EXISTING BARN DOORS BAIRN DTH NEW HINGED,WOOD NEW INSWING WOOD FRENCH DOORS WITH OUTSWING SCREENS, MECHANICAL ENGINEER TRANSOMABOVE 1ST FIN FLR j NATURAL GRADE I I ! ! ! rL 1� L- -J �1SOUTH ELEVATION va•=r-o• TOP OF RIDGE FOR ORIGINAL TOP OF RIDGE OF GARAGE ADDITION GARAGE STRUCTURE BUILT IN 1985 LOWER TO MATCH PROPOSED NEW TOP OF RIDGE - ORIGINAL GARAGE RIDGE ACROSS ENTIRE STRUCTURE r �J i' TO E%ISTING/PROPOSED RIDGE 7; �' YL. + J� -F"`.C"� h r ,.� bhp P- 7 ,;.;,•rrti.twt 27-0° REMOVE EXISTING SKYLIGHTS AND REPLACE ROOF WITH TAPER SAWN i" CEDAR SHINGLEI - � ` { '-=m' NO DATE DESCRIPTION 1 3/28/2017 PRELIMINARY PERMIT SET 2 4/18/2017 LPC PRE-SUBMISSION CONFERENCE 3 5/16/2017 LPC PRESUBMISSION CONFERENCE II REMOVE EXISTING DECK 1 j j I I j - I i_ _ A2ND FlN FLR STO RAGE NEW INSWING FRENCH TIRE DOOR WITH OUTSWING ( ! 1 ( i j ! I! SCREEN I ;� POOL HOUSE - REPLACE EXISTING / (I; NEW WOOD CASEMENT WINOCOAWSEMENTWITHNEWWOODINDOWS 0 I WINDOW03 \ I 04 � I I� III j ! SCREEN WITH INTEGRAL SOUTH AND EAST WITH INTEGRAL SCREENS / 1 ELEVATIONS NEW SLIDING BARN DOORS I 1 I i ' I I 11 j l i ''II I i ii j j I I ; 1 / 1' �I ; i I ; j - - .- - �1 �l '�L_j.- ' -� _ �_!_ _ -I-:_- _ _-_I� _ _ I I - __ - - - AIST FIN FUR - - - - �— , 'PNATURAL GRADE SALAND SIGNATURE DATE 05/16/2017 FOUNDATIONS EXTEND Y-6"MIN BELOW GRADE ! ! PROJECT#'1045 ORCHARD r L' 11 DRAWING BY JB L- -J CHECKBY ER (DEWS ELEVATION DRAWING NO 14'`''. AB-200.00 PROJECT LAMM ASELTON OLD ROOFUNE OF GARAGE ADDITION BUILT IN 1985 ON THE RESIDENCE NORTH OF STRUCTURE LOWER TO MATCH RIO GARAGE ORIGINAL E 1045 ORCHARD STREET R G YISTITOE% NGIPROPOSED RIDGE- ORIENT,NY 11957 ARCHITECT ELIZABETH ROBERTS ARCHITECTURE&DESIGN 1687TH STREET 3C 1 - REPLACE SLIDING DOOR WITH NEW BROOKLYN,NY 11215 CASEMENT WINDOWS WITH 718504 5488 � INTEGRAL SCREENS REMOVE EXISTING DECK STRUCTURAL ENGINEER v,{�- ��I�� \��U� �5� //L�i�\•I. "" _ _ OND FIN FLR STORAGE C— NEW WOOD CASEMENT WINDOWS I I I!I I I WITH INTEGRAL SCREENS I II i I MECHANICAL ENGINEER I - _ _ I� ___ _ -. _I -I _- _---.__ - _ - AIST FIN FLR �__ _- _ _- �ANATURAL GRADE I I F_L L— _ & NORTH ELEVATION /4' TOP OF RIDGE OF GARAGEADDITION BUILT I TOP OF RIDGE FOR ORIGINAL 1985 LOWER TO MATCH ORIGINAL GARAGE GARAGE STRUCTURE RIDGE PROPOSED NEW TOP OF RIDGE ACROSS ENTIRE STRUCTURE ,� I TI P D RIDGE r'OiL a}`=, x ,k t I httt v zz-0 �S�:Yn -J'.,'., 'YIiJ"''•�' �„` .t' ,'>rs„I, ?moi 4-=-y;�T NEW CHIMNEY REMOVE EXISTING SKYLIGHTS AN L - REPLACE ROOF WITH TAPER SAWN ` ,r Lt '�t7JI � ,7rC, G. .�,,;=J >• 'L„*$ =f'.y' ` L „Slr,_,a'`T, rf --I __� .,..a ,' ' _ :+xri� a, i��r�r--„ t s�"r' l��71ii {� ISSUE CEDAR SHINGLE ��-�� f'n-.:�-.7 !,,�L�-.ZY'I I 1 Bi-�'f'`i_ �' _7,r t TI •` u ; .St-;..; '- L-'- i'�T-•-' a` NO DATE DESCRIPTION 1 3/28/2017 PRELIMINARY PERMIT SET - ,, 2 4/18/2017 LPC PRESUBMISSION CONFERENCE REMOVE EXISTING DECK r-1-- Com- --y pgmg 3 5/16/2017 LPC PRESUBMISSION CONFERENCE II IIIF-/i __— - _— - - _ __ -__- _ _ - -YL---�y.t4,,.,_,._,-_ L i - _�!-! -�i I .I• -+-�- _I'f' _ _ - _ _— _ 2ND FIN FLR STORAGE -_------ i i i REPLACE EXISTING WINDOWS REPLACE EXISTING DOOR WITH NEW INSWING WOOD FRENCH DOOR WITH OUTSWING SCREEN G �• f I % POOL HOUSE - _ REPLACE EXISTING WOOD NORTH AND WEST II III WINDOW WITH NEW I I 0 OB 09 10 CASEMENTWINDOWS II 1 ' , I WITH INTEGRAL SCREENS II I �, I la ELEVATIONS AISTFIN FLR -;—RAL GRADE I I SEALAND SIGNATURE DATE 05/16/2017 I FOUNDATIONS EXTEND 3'S'MIN { I BELOW GRADE PROJECT#'1045 ORCHARD �1 - L_ DRAWING BY JB -J CHECKBY ER WEST ELEVATION DRAWING NO V4'=1'-0' AB-201.00 s WINDOW SCHEDULE SCREENS CASEMENTS/AWNINGS PROJECT ROUGH OPENING FRAMEAND /� p /�p q NO TYPE MANUFACTURER DESCRIPTION/SERIES SASH MATERIAL EXTERIOR INTERIOR GLASS GRILLES SCREEN HARDWARE REMARKS 1`/L�`I\Y/I I\Y/I WIDTH HEIGHT FIRST FLOOR ASELTON W01 A LEPAGE WOOD COLLECTION FRENCH 72' 120' 6-9/16'MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER OUT SWING SCREEN DOORS,CHARCOAL TBD REFER TO ELEVATIONS FOR GRILLE PATTERN SWINGING DOORS WITH TRANSOM COAT SEALER FIBERGLASS MESH W02 B LEPAGE WOOD COLLECTION CASEMENT 63' 61' 49116'MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER SCREEN,CHARCOAL FIBERGLASS TBD REFER TO ELEVATIONS FOR GRILLE PATTERN RESIDENCE COAT SEALER MESH W03 A LEPAGE WOOD COLLECTION FRENCH 72' 84' WATER BASED,CLEAR OUT SWING SCREEN DOORS,CHARCOAL 1045 ORCHARD STREET SWINGING DOORS 6-9/16'MAHOGANY COAT SEALER PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER FIBERGLASS MESH TBD REFER TO ELEVATIONS FOR GRILLE PATTERN ORIENT,NY 11957 W04 B LEPAGE WOOD COLLECTION CASEMENT 63' 61' 49/16'MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272ARGON WITH SPACER SOL WITH SPACER SCREEN,CHARCOAL FIBERGLASS TBD REFER TO ELEVATIONS FOR GRILLE PATTERN COAT SEALER MESH ARCHITECT W05 B LEPAGE WOOD COLLECTION CASEMENT 63' 61' 49/16°MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER SCREEN,CHARCOAL FIBERGLASS TBD REFER TO ELEVATIONS FOR GRILLE PATTERN ELIZABETH ROBERTS COATSEALER MESH WATER BASED,CLEAR SCREEN,CHARCOAL FIBERGLASS ARCHITECTURE&DESIGN W06 B LEPAGE WOOD COLLECTION CASEMENT 63' 61' 49/16'MAHOGANY COAT SEALER PRIMED LOW-E 272 ARGON WITH SPACER SOL WITH SPACER MESH TBD REFER TO ELEVATIONS FOR GRILLE PATTERN 168 7TH STREET 3C WATER BASED,CLEAR SCREEN,CHARCOAL FIBERGLASS BROOKLYN,NY 11215 W07 B LEPAGE WOOD COLLECTION CASEMENT fi3' 81' 4-9/16°MAHOGANY COAT SEALER PRIMED LOW-E 272 ARGON WITH SPACER SOL W/SPACER MESH TBD REFER TO ELEVATIONS FOR GRILLE PATTERN 718 5045468 W08 A LEPAGE WOOD COLLECTION FRENCH 36' 84' 6-9/16'MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER OUT SWING SCREEN DOOR,CHARCOAL TBD REFER TO ELEVATIONS FOR GRILLE PATTERN SWINGING DOOR COAT SEALER FIBERGLASS MESH STRUCTURAL ENGINEER W09 C LEPAGE WOOD COLLECTION 26' 42' 4-9/16'MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SOL W/SPACER 1/2 SCREEN,CHARCOAL TBD REFER TO ELEVATIONS FOR GRILLE PATTERN DOUBLE HUNG COAT SEALER FIBERGLASS MESH W10 B LEPAGE WOOD COLLECTION CASEMENT 63' 61' 4-9/16°MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SOL WI SPACER SCREEN,CHARCOAL FIBERGLASS TBD REFER TO ELEVATIONS FOR GRILLE PATTERN COAT SEALER MESH SECOND FLOOR W11 D LEPAGE WOOD COLLECTION FRENCH 36' 36' 49/16'MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SOL W/SPACER N/A NIA REFER TO ELEVATIONS FOR GRILLE PATTERN PICTURE WINDOW COAT SEALER MECHANICAL ENGINEER W12 B LEPAGE WOOD COLLECTION CASEMENT 54' 61' 4-9/16'MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER TBD REFER TO ELEVATIONS FOR GRILLE PATTERN COAT SEALER WINDOW SPECIFICATION MANUFACTURER LEPAGE MILLWORK SPECIES MAHOGANY PRODUCTS WOOD COLLECTION DOUBLE HUNG GLASS LOW-E 272 ARGON WITH SPACER - WOOD COLLECTION FRENCH TERRACE DOOR WOOD COLLECTION CASEMENT GLASS SPACER ALUMINUM WOOD COLLECTION PICTURE MUNTIN 7/8'WOOD SIMULATED DIVIDED LITES-PUTTY GLAZE EXTERIOR,COLONIAL PROFILE INTERIOR HARDWARE TBD FRAME DEPTH WINDOWS 4-9/16-,DOORS 6-9/16' SCREEN CHARCOAL FIBERGLASS MESH-1/2 SCREEN AT DOUBLE HUNG EXTERIOR FINISH WATER BASED,CLEAR COAT SEALER JAMB EXTENSIONS NONE INTERIOR FINISH PRIMED CASING SILL SEE ELEVATIONS AB-601 AND DETAILS AB-602 ISSUE NO DATE DESCRIPTION 1 3/28/2017 PRELIMINARY PERMIT SET 2 4/18/2017 LPC PRESUBMISSION CONFERENCE 3 5/16/2017 LPC PRESUBMISSION CONFERENCE II TITLE WINDOW SCHEDULE AND SPECIFICATION SEALAND SIGNATURE DATE 05/16i2017 PROJECT 1045 ORCHARD DRAWING BY JB CHECKBY ER DRAWING NO AB-600.00 PROJECT LAMM ASELTON 4 W RESIDENCE = FIXED TRANSOM w 1045 ORCHARD STREET ORIENT,NY 11957 \ ARCHITECT/i \\ j Eou� EQUAL ELIZABETH ROBERTS \ \ w ARCHITECTURE&DESIGN 7/8•SDL w FIXED PICTURE / \ GRILLE PATTERN § WINDOW 1687TH STREET 3C BROOKLYN,NY 11215 / \\ 7/6•SOL / \ j 718 504 5488 C3 GRILLE PATTERN j \ w SCREEN BELOW OPERABLE w STRUCTURAL ENGINEER j CASEMENT WINDOWS TEMPERED \ / GLASSATALL LITES ' TEMPERED 4X° ? - MECHANICAL ENGINEER GLASSATALL \� � LITES VARIES VARIES VARIES 3'-0' 3'-0° 6'-0' �1 WINDOW TYPEA �1 WINDOW TYPE B WINDOW TYPE C �� WINDOW TYPE D 314'=1'-0' ala•=1'-0• 3/4•=1•-0• ISSUE NO DATE DESCRIPTION 1 3/2&2017 PRELIMINARY PERMIT SET 2 5/1612017 LPC PRESUBMISSION CONFERENCE II TITLE WINDOW TYPES SEALAND SIGNATURE DATE 05/162017 PROJECT# 104SORCHARD DRAWING BY JB CHECK BY ER DRAWING NO AB-601.00 4i PROJECT LAMM - ASELTON i 1 RESIDENCE 10450RCHARDSTREET ORIENT,NY 11957 >O a• TT d ARCHITECT 2 r ELIZABETH ROBERTS ---------r- --- L ARCHITECTURE&DESIGN I I t _ 1687THSTREET3C BROOKLYN,NY 11215 I 718 504 5488 I Sijfi° 5i• i I � 61a• VISIBLE GLASS 6�e I STRUCTURAL ENGINEER 5 FRAME SIZE 4r' VERTICAL SECTION HORIZONTAL SECTION WOOD SCREEN WITH ASTRAGAL TRANSOM MECHANICAL ENGINEER INSWING FRENCH DOORS &1 WINDOW TYPEA (SCREEN DASHED) 3' 416" W. mg y �. rn VISIBLE LL m GLASS 3 s• FR04=AME SIZE 1T, VISIBLE 3k GLASS 3k FRAME SIZ VERTICAL SECTION HORIZONTAL SECTION OPERATING 13/4"SASH OPERATING 1 3/4"SASH WITH WOOD SCREEN WITH WOOD SCREEN VERTICAL SECTION HORIZONTAL SECTION OPERABLE CASEMENT DOUBLE HUNG 2 WINDOW TYPE B WINDOW TYPE C 3"=V-0° 9 3'=1'-0' 4 q' ISSUE NO DATE DESCRIPTION 1 3/28/2017 PRELIMINARY PERMIT SET .�T 2 5/16/2017 LPC PRESUBMISSION CONFERENCE II 1�. 1& g" N TITLE INTERIOR EXTERIOR WINDOW DETAILS 1j�• Ti VISIBLE 3& GLASS 318• � FRAME SIZE SEALAND SIGNATURE DATE 05/16/2017 fzi PROJECT#1045 ORCHARD VERTICAL SECTION HORIZONTAL SECTION DRAWING BY JS PICTURE WINDOW CHECK BY ER �1 WINDOW TYPE D WINDOW/DOOR GRILLE PROFILE,TYP DRAWING NO 3•="°' U 6•=1'-0• A13-602.00 PROJECT DESCRI PTIO N D E M O L IT I ON NOTES PROJECT ALTERATIONS TO AN EXISTING ACCESSORY STRUCTURE.WORK WILL CONSIST OF 1 THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF LAND NOW OR FORMERLY OF GENERAL CONSTRUCTION AND PLUMBING,AS PER PLANS SUBMITTED THERE IS ALL-APPLICABLE FEDERAL,STATE AND LOCAL SAFETY AND HEALTH TABOR LAND LLC LEGEND A p w w NO CHANGE TO USE,BULK,EGRESS OR OCCUPANCY UNDER THIS APPLICATION REGULATIONS REGARDING THE DEMOLITION OF STRUCTURES INCLUDING INGR NNDCWIMMINCESSORY IL/L_1`�\V/�'\V/' ANSI/NFPD241-BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS. POOL WITH FENCE TO N82°0500 E N87°47'30"E 15226' 2. THE CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND CODE-NO CHANGE 40 00 __ PROPERTYLINE GEN ERAL NOTES REMOVAL INDICATED ON THE DRAWINGS AND AS MAY BE REQUIRED BY THE PROPOSED UNDER ND RTHISION ,� I °�a I I ASELTON WORK.•ALL WORK SHALL BE DONE CAREFULLY AND NEATLY,IN A SYSTEMATIC 1= " "b 1 ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE TOWN OF --�— 4 FOOT HIGH SOUTHOLD BUILDING CODE,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY MANNER. REMOVE EXISTING CHAIN LINK FENCE POOL HOUSE 2. THE CONTRACTOR SHALL PROVIDE INTERIOR SHORING,BRACING,OR DECK ?as-_- mh 2 STORY REQUIREMENTS,AND BEST TRADE PRACTICES — FRAME TEMPORARY SUPPORTS TO PREVENT MOVEMENT,SETTLEMENT OR RELOCATE EXISTING FF 16 4' a^�° RAGE 2 BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE AND OBTAIN ALL COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND CONSTRUCTION TO OUTDOOR SHOWER FF 187' ------- REQUIRED PERMITS AND ALL OTHER APPROVALS AS REQUIRED,AND PAY ALL REMAIN. „ SCOPE IS WORK 1045 ORIENT, Y 119 STREET - � _-------7 B..m,. ,.� FOR THIS PERMIT ORIENT,NY 11957 FEES REQUIRED BY THE GOVERNING NEW YORK STATE AGENCIES EXISTING STRUCTURE APPLICATION 3 THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION STRUCTURE I 3. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE 9m:° I 2 STORY FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF THE WORK SCOPE OF WORK FORTHIS ^"N LOCAL AUTHORITIES THE CONTRACTOR SHALL COMPLY WITH ALLTOWN,STATE, BARN ARCHITECT ALL OPENINGS ANY WALL ROOF SHALL BE PROTECTED FROM ALL PERMIT TION-NO I I FF 16 e AND FEDERAL REGULATORY AGENCIES HAVING JURISDICTION OVER THE WORK FORMS OF WEATHER OR WATER CHANGE R PENETRATION CHANGE TO BULK o� 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL 4 REMOVE ALL PARTITIONS AS INDICATED ON THE DRAWINGS WITH DASHED CD g I o ELIZABETH ROBERTS CONDITIONS AND MATERIAL WITHIN THE PROPOSED CONSTRUCTION AREA.THE EXISTING (� LINES REMOVE ALL INTERIOR FINISH SURFACES AND ALL TRIM, CONTRACTOR SHALL DESIGN AND INSTALLADEQUATE SHORING AND BRACING 5. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL FULLY NON-HABITABLE 4 N % Q ARCHITECTURE& DESIGN ACCESSORY GARAGE o I 0 FOR ALL STRUCTURAL OR REMOVAL TASKS THE CONTRACTOR SHALL HAVE PROTECTED FROM DAMAGE THE CONTRACTOR SHALLASSUME FULL No CHANCE > I O RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE N (Y 1687TH STREET 3C EXECUTION OF THE WORK.THE CONTRACTOR SHALL TAKE ALL NECESSARY RESPONSIBILITY FOR DAMAGE INCURRED OUTSIDE SCOPE OF WORK AND PROPOSED I I n BROOKLYN,NY 11215 SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO THE a _ f` 7185045488 PRECAUTIONS TO INSURE THE SAFETY OF THE BUILDING,ITS OCCUPANTS AND OWNER ®K THE GENERAL PUBLIC DURING CONSTRUCTION. 5 PREVENT DAMAGE TO STRUCTURAL ELEMENTS NO STRUCTURAL 3 B 5 ALL WORK SHALL BE DONE INA FIRST-CLASS WORKMANLIKE MANNER BY ELEMENTS SHALL BE REMOVED UNLESS PORTIONS AFFECTED ARE z I !^Y (• i I STRUCTURAL ENGINEER MECHANICS SKILLED IN THEIR RESPECTIVE TRADES ADEQUATELY SUPPORTED BY EITHER TEMPORARY SHORING OR NEW 6 MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED YET NECESSARY FOR STRUCTURAL ELEMENTS AS REQUIRED TO PROTECT THE STABILITY AND EXISTING TRELLIS-NO SILMAN PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED IN THE WORK AND THE AGREED COST OF THE WORK AS IF THEY WERE INDICATED INTEGRITY OF THE EXISTING STRUCTURE ALL WALLS TO BE DEMOLISHED CHANGE PROPOSED SHALL HAVE FINISHES REMOVED AND STRUCTURE INSPECTED BEFORE FF zoRo O 32 OLD SLIP,10TH FLOOR NEW YORK,NY 10005 IN THE DRAWINGS COMPLETE REMOVALw —- --•-- Q 2126207970 7 DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONAL INFORMATION.USE a 6. NO CUTTING OR CHANNELING ALLOWED IN HEAVY TIMBER FRAMING ONLY WRITTEN DIMENSIONS IN THE EVENT OFA CONFLICT BETWEEN d0 2 STORY 0I `r ~ DIMENSIONS OR BETWEEN DIMENSIONS AND FIELD CONDITIONS,NOTIFY THE 7 REMOVE OR RELOCATE ALL WIRING,PLUMBING,AND MECHANICAL EXISTING FAMITWO STORY FRAME EQUIPMENT AFFECTED BY REMOVAL OF PARTITIONS REMOVED PIPES FAMILYDWELLING- � HOUSE MECHANICAL ENGINEER ARCHITECT BEFORE PROCEEDING WITH THE WORK CELLAR-SEE ,,. FF 206 ' 8 ALL DIMENSIONS ARE FROM FINISH FACE TO FINISH FACE UNLESS AND/OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR SEPARATE PERMIT N OTHERWISE NOTED OR SHOWN BELOW FINISH SURFACES,AND SHALL BE PROPERLY CAPPED OR PLUGGED SET FOR PROPOSED Z E D'ANTONIO 8 REMOVE ALL PLUMBING FIXTURES AND ALL BRANCH WATER,WASTE,AND CHANGE TO HOUS 9 THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL CONSULTING ENGINEERS GAS PIPING MADE OBSOLETE BY THIS WORK CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF 30 WEST W OCEANSIDE,NY 115AVENUE ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK NO CHANGES OR 9 REMOVE ALL ELECTRIC CONDUIT,WIREMOLD,BOXES,AND FIXTURES, I g DISCONNECT EXISTING CIRCUITS AT PANEL 3 ' ? s s� �4NY 11572 SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION OF THE EXISTING WALK-NO �j 10.KEEP PASSAGE WAYS AND EXTERIOR SPACES CONTINUOUSLY CLEAN. CHANGE PROPOSED N ARCHITECT THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT �i � O REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB 11 THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISES FREE FROM CONDITIONS ACCUMULATION OF WASTE MATERIALS,DEBRIS OR RUBBISH CAUSED BY HIS 10 THE CONTRACTOR SHALL LAYOUT HIS OWN WORK,AND SHALL PROVIDE ALL OPERATIONS DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB DIMENSIONS REQUIRED FOR OTHER TRADES,PLUMBING,ELECTRICAL,ETC PROCEEDS. AT THE COMPLETION OF THE WORK,HE SHALL REMOVEALL HIS 11 VERIFY DIMENSIONS GIVEN BEFORE BEGINNING WORK,AND NOTIFY WASTE MATERIALS FROM AND ABOUT THEPROJECTASWELLASALLHIS ORCHARD STREET TOOLS,CONSTRUCTION EQUIPMENT,MACHINERY AND SURPLUS MATERIALS ^ 6. z= 40' ARCHITECTOF DISCREPANCIES WHICH WILL ADVERSELY AFFECT THE WORK UTILITIES MUST BE AVAILABLE ATALL TIME / ; ` PLOT PLAN SCALE 12 WHERE THE ALTERATIONS OCCUR,OR NEW AND OLD WORK JOIN,THE 13 IF THE CONTRACTOR FAILS TO CLEANUP AT THE COMPLETION OF THE 1132=1'0' IMMEDIATE SURFACES,CEILINGS,WALLS,AND ALL FINISH TRIM SHALL BE CUT, WORK,THE OWNER MAY DO SO AND THE COSTTHEREOF SHALL BE CHARGED REMOVED,PATCHED,REPAIRED,OR REFURBISHED AND LEFT IN AS GOOD A TO THE CONTRACTOR CONDITION AS EXISTED PRIOR TO THE COMMENCEMENT OF WORK CONTRACTOR SHALL MAINTAIN A COMPLETE AND CURRENT SET OF DRAWINGS, SMOKE AND CARBON MONOXIDE P L O T P L A N N O T E S SITE DATA CONSTRUCTION SKETCHES,AND SUB-CONTRACTOR SHOP DRAWINGS AT THE DETECTOR NOTES JOB SITE ATALL TIMES PLOT PLAN MAP INFORMATION TAKEN FROM SURVEY DONE BY JOHN C ZONE R-40 13 CONTRACTOR SHALL CARRY LIABILITY INSURANCE TO PROTECT OWNER AND 1 A SINGLE STATION SMOKE DETECTOR SHALL BE INSTALLED IN EACH EHLERS LAND SURVEYOR TOWN OF SOUTHOLD ARCHITECT,AND WORKMAN'S COMPENSATION IN AMOUNTS AS REQUIRED BY LOCATION SPECIFIED ON THE PLANS,AND IN EACH OF THE LOCATIONS #1045 ORCHARD STREET,ORIENT,NY 11957 LAW COMPLETED INSURANCE COVERAGE AND WORKMEN'S COMPENSATION DESCRIBED BELOW. SUCH DEVICE SHALL BE DESIGNED AND INSTALLED SO LOT CODE EXISTING PROPOSED INSURANCE COVERING ALL EMPLOYEES OR PERSONS SHALL BE MAINTAINED,AS AS TO DETECT SMOKE AND ACTIVATE AN ALARM,BE REASONABLY FREE FROM SURVEY OF PROPERTY SITUATED IN ORIENT,TOWN OF SOUTHOLD,SUFFOLK AREA 40,000 48,317 NO CHANGE LONG AS THE CONTRACTORS OR SUBCONTRACTORS ARE ENGAGED IN THE FALSE ALARMS AND PROVIDE VISIBLE INDICATION THAT THE ALARM IS COUNTY COVERAGE 20% 8%(3,725 SF) NO CHANGE PERFORMANCE OF THEIR WORK THE COMPLETED OPERATIONS COVERAGE ENERGIZED SUCH DEVICE SHALL BE DIRECTLY CONNECTED TO THE FRONTAGE 193 93' NO CHANGE WILL BE MAINTAINED FOR ONE-YEARAFTER COMPLETION OF ALL WORK LIGHTING CIRCUIT OF THE DWELLING OR ROOMING UNIT WITH NO SC TAX MAP No.:1000 SECT 25 BLOCK 2 LOT 20.22. 14.CONTRACTOR SHALL FULLY GUARANTEE FOR A PERIOD OF ONE YEAR HIS INTERVENING WALL,SWITCH AND SHALL PROVIDE A WARNING SIGNAL HOUSE WORK AND THE WORK OF HIS SUBCONTRACTORS. CLEARLY AUDIBLE&VISUAL IN ALL SLEEPING QUARTERS WITH INTERVENING SURVEY DATED:APRIL 10,2017 MAX HEIGHT 35' 22' NO CHANGE 15 PAVING AND ROOFING SHALL BE GUARANTEED FOR TWO YEARS DOORS CLOSED CORD CONNECTED INSTALLATIONS OR SMOKE DETECTORS FRONT YARD 50' NO CHANGE 16.THE CONTRACTOR SHALL INDEMNIFYAND HOLD HARMLESS HE OWNERAND WHICH RELY EXCLUSIVELY ON BATTERIES ARE NOT PERMISSIBLE,SUCH F E M A N O T E TOTAL SIDE YARD 35' NO CHANGE ARCHITECTAND THEIR AGENTS AND EMPLOYEES FROM AND AGAINSTALL DEVICES SHALL EITHER BE APPROVED OR LISTED BY AN ACCEPTABLE ACCORDING TO FLOOD INSURANCE RATE MAP FOR SUFFOLK COUNTY,NEW SIDE YARDS 15' 17.3' NO CHANGE CLAIMS,DAMAGES,LOSSES AND EXPENSE INCLUDING ATTORNEYS'FEES TESTING SERVICE OR LABORATORY. YORK,TOWN O FLOOD I LD-INSURANCE ,PANEL P FOR THIS PROPERTY IS NOT ARISING OUT OF OR RESULTING FROM PERFORMANCE OF HE WORK PROVIDED 2 HARDWIRED CARBON MONOXIDE DETECTORS SHALL COMPLY WITH LOCAL ACCESSORY BARN SUCH A CLAIM,DAMAGE,LOSS OR EXPENSE(A)IS ATTRIBUTABLE TO BODILY LAWS LOCATED IN AN AREATHAT MAY BE AFFECTED BY TIDAL WETLANDS, MAX HEIGHT 22' 22' NO CHANGE INJURY,SICKNESS OR DISEASE OR DEATH,OR TO INJURY TO OR DESTRUCTION 3. THEY SHALL BE PROVIDED AS FOLLOWS FRESHWATER WETLANDS,COASTAL EROSION HAZARD AREA,COASTAL LOT LINE SETBACK OF TANGIBLE PROPERTY(OTHER THAN THE WORK ITSELF)INCLUDING THE LOSS IN EVERY DWELLING UNIT WITHIN FIFTEEN FEET OF THE PRIMARY FLOOD ZONE WITH VELOCITY HAZARD(WAVE ACTION),AREATO BE SIDE YARDS MIN 15' 28 5' NO CHANGE OF USE RESULTING THEREFROM AND(B)IS CAUSED IN WHOLE OR IN PART BY ENTRANCE OF EACH ROOM USED FOR SLEEPING PURPOSES, PROTECTED BY 1%ANNUAL CHANCE FLOOD BY A FEDERAL FLOOD REAR YARD MIN 15' 194 NO CHANGE PROTECTION SYSTEM UNDER CONSTRUCTIONOR SPECIAL FLOOD HAZARD ISSUE , ANY NEGLIGENTACTOR OMISSION OF THE CONTRACTOR OR SUBCONTRACTOR. - WITHIN EACH ROOM USED FOR SLEEPING PURPOSES, No DATE DESCRIPTION ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BYANY OF THEM ORANYONE FOR WITHIN EACH STORY OF THE DWELLING UNIT INCLUDING THE AREA ACCESSORY GARAGE WHOSE ACTS OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS BASEMENTAND CELLAR MAX HEIGHT 22' 24 5' NO CHANGE 1 312a 2017 PRELIMINARY PERMIT SET CAUSED IN PART BY PARTY INDEMNIFIED HEREUNDER 4 SMOKE ALARMS SHALL BE BE INTERCONNECTED IN SUCH A MANNER THAT R E F ERENCE CODES LOT LINE SETBACK 2 711a12017 LPC PUBLIC HEARING/PERMIT SET 17 ALL MATERIALS REQUIRED SHALL BE NEW AND OF THE BEST QUALITY OF HE THEACTIVATION OF ONE ALARM OR DETECTOR WILLACTIVATE ALL OF THE INTERNATIONAL RESIDENTIAL CODE 2015 SIDE YARDS MIN 15' NO CHANGE KIND SPECIFIED.THE CONTRACTOR SHALL SUBMIT ALL PRODUCT WARRANTIES ALARMS OR DETECTORS IN EACH DWELLING UNIT IN ACCORDANCE WITH INTERNATIONAL ENERGY CONSERVATION CODE 2015 REAR YARD MIN 15' 15 4' NO CHANGE AND SHALL WARRANTYALL WORK AS PER NEW YORK RESIDENTIAL BUILDING LOCAL LAWS CODE POOL 18 ALL MATERIALS ASSEMBLIES AND METHODS OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORMWORK,FRAMING,NAILING,BLOCKWORK,AND LIST OF DRXWI NGS TABLE R 3 0 1 2 ( l - CLIMATIC AND GEOGRAPH I C D E S I G N C R I T E R I A TITLE PLACING OF CONCRETE ARE TO BE SUPERVISED BY THE CONTRACTOR TO ENSURE THEYARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, NOTES, PLOT PLAN, APPLICABLE CODES AND GOOD PRACTICE DEVIATIONS FROM THE DRAWINGS T-100 00 NOTES,PLOT PLAN,DRAWING LIST CLIMATE ZONE 4 AND SPECIFICATIONS MUST BE AUTHORIZED BY THE ARCHITECT EN-100 00 ENERGY ANALYSIS AND INSPECTIONS 19.ALL WORK IS SUBJECT TO THE FINALAPPROVAL OF THE ARCHITECT DM-100 00 DEMOLITION PLANS.1ST FLOORAND 2ND FLOOR GROUND SNOW WIND SPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD FLOOD DRAWING LIST 20 THE CONTRACTOR SHALL SUBMITTO THE DESIGNERALL FABRICATION SHOP DM-101 00 DEMOLITION PLAN ROOF LOAD CATEGORY WEATHERING I FROST LINE TERMITE DECAY TEMPERATURE UNDERLAYMENT HAZARDS DRAWINGS AND FIXTURE CUTS FOR REVIEW A-100 00 PROPOSED CONSTRUCTION PLANS.1ST FLOOR AND 2ND FLOOR DEPTH 21 THE PREMISES SHALL BE KEPT REASONABLY CLEAN ATALL TIMES THE A-101 00 PROPOSED CONSTRUCTION PLAN ROOF 45 PSF 130 MPH B SEVERE 3'-6" SLIGHT TO SLIGHT TO 11 YES NON FL �j CONTRACTOR SHALL REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE A-200 00 EXTERIOR ELEVATIONS-SOUTH AND EAST MODERATE MODERATE PRON .C��D A'TC MATERIALS FOR ITS OR SUBCONTRACTORS'WORK AT THE COMPLETION OF A-201 00 EXTERIOR ELEVATIONS-NORTH AND WEST WORK CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS,TOOLS,RUBBISH, A-300 00 ENLARGED CROSS SECTION,WALL TYPES \� -�HSA yg� DATE 07/1812017 ETC CLEAN ALL GLASS AND LEAVE WORK BROOM CLEAN. A-600 00 WINDOW SCHEDULE AND SPECIFICATION 22.PLUMBING AND ELECTRICAL WORK WILL BE CARRIED OUT BY EXPERIENCED A-601 00 WINDOW TYPES AQ �'A� 1� PROJECT# 10450RCRARD PROFESSIONALS,LICENSED IN THE FIELDS,AND SHOULD MEET ALL LOCAL A-602 00 WINDOW DETAILS GOVERNING CODES ELECTRICAL PLANS WILL BE FILED WITH THE ELECTRICAL v N DRAWING BY JB CONTROL BOARD.LICENSED PLUMBERS AND ELECTRICIANS SHALL ARRANGE SP-001 00 GENERAL NOTES AND LEGEND FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN OFFS SP-100 00 FIRST,SECOND AND ROOF FRAMING PLANS CHECK BY ER 23. THE ARCHITECT HAS NOT BEEN RETAINED TO PROVIDE SUPERVISION. SP-200 00 TYPICAL DETAILS AND SECTIONS F� 24 THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE AND N DRAWING No u aia BELIEF AND PROFESSIONAL JUDGEMENT ARE IN COMPLIANCE WITH HE 038683 O� T-100.00 RESIDENTIAL CODE OF NEW YORK STATE ��.� A OF PROJECT LAMM- - Generated by REScheck-Web Software ASELTON POOLHOUSE Compliance Certificate 1045 ORCHARD STREET ORIENT,NY 11957 ARCHITECT Project 1045 Orchard St- Pool House ELIZABETH ROBERTS r ARCHITECTURE&DESIGN Energy Code: 2015 IECC 168 7TH3C Location: Southold, New York BROOK STREET BROOKLYN,NY 11212 15 Construction Type: Single-family 718 504 5488 Project Type: New Construction Conditioned Floor Area. 0 ft2 STRUCTURAL ENGINEER Glazing Area 19% Climate Zone: 4 (5572 HDD) SILMAN Permit Date. - 32 OLD SLIP,10TH FLOOR Permit Number. NEW YORK,NY 10005 212 620 7970 Construction Site: Owner/Agent: Designer/Contractor: MECHANICAL ENGINEER D'ANTON IO CONSULTING ENGINEERS WAUKENAAVENUE OCEANSIDE,NY 11572 Compliance* 0.3%Better Than Code Maximum UA: 307 Your UA 306 K Maximum SHGC. 0.40 Your SHGC: 0.24 5165944284 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home ,.. Envelope Assemblies Assembli or -Factor ILIA Ceiling:Cathedral 896 0 0 26.8 0.035 31 Wall.Wood Frame,161n.o.c. 1,642 23.0 0 0 0 055 73 Window:Wood Frame,2 Pane w/Low-E 208 0.280 58 SHGC 0.24 Window:Wood Frame,2 Pane w/Low-E 7 0.290 2 SHGC.0.27 Window Wood Frame,2 Pane w/Low-E 103 0.280 29 SHGC:0.24 Floor.Heated Slab-On-Grade 123 20.0 0.915 113 Insulation depth:0.8' Compliance Statement., The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 5.5 0 and to comply with the mandatory requirements lisbWn the REScheck Inspection Checklist. fill,, b � �.6bcr � Name-Title Sign ur Date ISSUE NO DATE DESCRIPTION 1 7/18/2017 LPC PUBLIC HEARING/PERMIT SET Project Title: 1045 Orchard St-Pool House Report date: 07/17/17 TITLE Data filename: Page 1 of 9 ENERGY ANALYSIS AND INSPECTIONS 1 FtED A)0 C -�H I DATE 07/17/2017 NOTERES—CHECK ECK ASSEMBLY TYPES PER WALL TYPES �� v 1 �� PROJECT# 1045 ORCHARD AND ENLARGED CROSS SECTION,SEE A-300.00 W (!1 DRAWING BY JB NYC ENERGY CODE COMPLIANCE STATEMENT Yf' l CHECK BY ER JT THN �� _ia "T O HE BEST DGM NWLEDIS APPLICATION,BELIEFADIS IN � DRAWING NO COMPLIANCE WITH THE 2014NYCECC" 91>1 038683 OZ- EN-100.00 FOF N DEMO PLAN NOTES PROJECT 1 PROTECT EXISTING BARN SIDING TO BE I� REUSED LA nn n 20"C 204• ASE LTO N - POOL HOUSE 1045 ORCHARD STREET ORIENT,NY 11957 P--------____-________-___ REMOVE DECK ABOVE AND r__________________________- I SUPPORTS -------------------------', ARCHITECT I I II II r--------------------------r------- Ii iI ELIZABETH ROBERTS REMOVE BLUESTONE PATIO I I I I m I i i REMOVE EXISTING DECK ARCHITECTURE & DESIGN r-------- REPLACE SLIDING GLASS I I I I 168 7TH STREET 3C DOORS I WINDOWSTH CASEMENT I I I I BROOKLYN,NY 11215 REPLACE SLIDING GLASS 718 504 5488 ------_-- ---- DOORS WITH CASEMENT _ --- WINDOW REPLACE EXISTING ----Irj11RE1 -------- ---�---- I FOUNDATION AT REAR -- I I ADDITION WITH NEW SEE STRUCTURAL ENGINEER STRUCTURAL PLANS FOR � MORE INFORMATION\\OW� I SILMAN CAP AND REMOVE EXISTING /p L I OUTDOOR SHOWER PLUMBING 32 OLD SLIP, WATER AND ENCLOSURE REBUILD IN REMOVE ALL JOISTS NEW YORK,NY 10005 HOOK-UP I NEW LOCATION 2126207970 CAPAND 10TH FLOOR L / \ REMOVE REPLACE EXISTING i WATER FLOOR THROUGHOUT I I i CONNECTION i STORAGE MECHANICAL ENGINEER I I IIII I I RELOCATE AND REPLACE I WINDOWS REMOVE EXISTING I I I I I OPEN STORAGE i 1 I III WINDOW DIANTON IO IIII IIII CONSULTING ENGINEERS I I REMOVEAND 30 WEST WAUKENAAVENUE REPLACE FLOOR OCEANSIDE,NY 11572 L----I THROUGHOUT RAISE 5165944284 _-=9 II I FLOOR HEIGHT TO REPLACE WOOD DOOR MAKE EVEN ACROSS V i ENTIRE FLOOR AND SCREEN REMOVECLOSETAND INTERIOR PARTITIONS f `I RELOCATE AND REPLACE -_ CLI I CL I I I WINDOW / I I II III / cL I �I II -- I I �I----------� ---- -----r-te --TI�` rwH--7-------- 'II ----�f—_'rrl1rrl I I 1 I I UP f-{-F'I I�.� Y CAP AND REMOVE I I I-I-I-I-I-I-I-I-I-E DN EXISTING HOT WATER _ L--_---- i I II11L L r__J I I HEATER L__LLIJ1 I I y Ih I i I \ II1 LI{I I II REMOVE EXISTING STAIR ALL \\I I I I EXISTING PLUMBING i I LW/SHOWER JIH,--� I I FIXTURES,FITTINGS AND IL I FINISHES L. CL I I I RELOCATE AND REPLACE ----------------------- 1 WINDOW I I REMOVE FLOOR TO MAKE OPEN TO BELOW I I I I STORAGE I STORAGE \\ STORAGE // IgII RELOCATE AND REPLACE i i iii i 1 i i WINDOW II IaII I I i REPLACE EXISTING �7 i I I I I FLOORTHROUGHOUT / I i I I � ISSUE NO DATE DESCRIPTION / \ 1 3/28/2017 PRELIMINARY PERMIT SET _J� / C=��>> \ -- -- 2 4/18/2017 LPC PRESUBMISSION CONFERENCE I L - 3 5/16/2017 LPC PRESUBMISSION CONFERENCE It n `1 4 711812017 LPC PUBLIC HEARING/PERMIT SET T� ----J�---- /\ L-------- REMOVE EXISTING SLIDING L--------- ------- / \-- / \ REPLACE EXISTING BARN WOOD DOOR AND // DOORS WITH NEW WOOD INTERIOR POCKET DOOR BARN DOORS TITLE REMOVE EXISTING WOOD DEMOLITION PLANS. DOOR LEGEND REMOVE EXISTING 1 ST FLOOR AND 2ND CONCRETE WALKWAY FLOOR EXISTING TO REMAIN `r- EXISTING FOUNDATION Q D Ap ,C AND FOOTING -f --- ABOVE !��` IG DATE 07/17/2017 ��TO RE DEMOLISHED ��y Pv1f PROJECT# 10450RCHARD 7�ifl-(T NEW PARTITION W DRAWING BY JB NEW FOUNDATION AND --- I SY CHECK BY ER FOOTING FIRST FLOOR DEMOLITION PLAN SECOND FLOOR DEMOLITION PLAN rte p DRAWING NO ,/4'=1'-0° �� 1/4•=1'-0" '�� X38683 yon- DM-100.00 fop PROJECT DEMO PLAN NOTES 1 PROTECT EXISTING BARN SIDING TO BE REUSED I tl I�p\/p w I\V,�p _ ASELTON POOL HOUSE 1045 ORCHARD STREET ORIENT,NY 11957 r--------------------------� r-------------------------1 I ARCHITECT II II ELIZABETH ROBERTS ARCHITECTURE &DESIGN II II REPLACE SLIDING GLASS 168 7TH STREET 3C DOORS WITH CASEMENT BROOKLYN,NY 11215 J -———————————— WINDOWS 7185045488 �I�-------- --� —hja I r------------4-I�------ ---- I Iia i0 STRUCTURAL ENGINEER - I I III I liw 1 i i SILMAN 32 OLD SLIP,LOTH FLOOR Ir ,II Ilr ,I I I I NEW YORK,NY 10005 2126207970 I I III I Iii I I III I Iii I EX ROOF_ I I I EX ROOF PITCH PITCH I I i MECHANICAL ENGINEER D'ANTONIO REMOVE EXISTING 13981° ISI I I l i ALUMINUM GUTTER AND CONSULTING ENGINEERS 10L� I I 398`1%J 10 I j LEADER 30 WESTWAUKENAAVENUE 12 I I I 12 I OCEANSIDE,NY 11572 I I I I 516 594 4284 I I I I I r , - I I REMOVE ALL EXISTING I ——= T III LLL SKYLIGHTS ,II III I I I LL I I i REMOVE HIGHER,ASPHALT I I SHINGLE ROOF OVER I I I I ADDITION I -- I l ------------I I I I III I I I I REMOVE ASPHALT SHINGLE I III I I ROOF I EX ROOF_ I I I —EX ROOF I PITCH I I I PITCH I I ' I I III I I I I fr---- 11 I ITr— I I II III III III II I I REMOVE EXISTING I I I I I I I ALUMINUM GUTTER AND I 10 t•�81° I I I 398`7%'170 I LEADER I I 12 III 12 I I I I I Ili I I fr----,11 I I II III III III II I II; I I III I I I I _ III I I I I I I II III III III II I I 1 I I I I I I I III I I I I I I I li ISSUE I I I I I I jo NO DATE DESCRIPTION I I 1K I I I I I I I io 1 3/28/2017 PRELIMINARY PERMIT SET I I I I I I lr L— 2 7/18/2017 LPC PUBLIC HEARING/PERMIT SET -----------tit------------� �o L-------------L-J-------------- 0� TITLE DEMOLITION PLAN:ROOF `OO F EXISTING TO REMAIN Q Q EXISTING FOUNDATION ——— AND FOOTING ` 'l.• SI DATE 07/17/2017 ——— ABOVE " TO BE DEMOLISHED R� v P V' PROJECT# 1045 ORCHARD NEW PARTITION CP DRAWING BY JB NEW FOUNDATION AND 7K I - CHECK BY ER -- FOOTING ROOF DEMOLITION PLAN �J DRAWING NO 038683 O� DM-101 .00 FOf N y PROJECT LAM M ASELTON POOL HOUSE 29-0' 1Y-9%• 6-2y 204' 1045 ORC14ARD STREET 13'-0' c-0• ORIENT,NY 11957 �I( z--0• STAIR ARCHITECT ELIZABETH ROBERTS ARCHITECTURE &DESIGN 168 ff— O6 0- 05 \ / BROOKLYN,NSTREET1 15 \�/ I NEW FOUNDATION BELOW - ----— — II----\1 j—-- II ———— _ FROSTLINE AROUND PERIMETER II ' 718 504 5488 r I _————— SEE STRUCTURAL DRAWINGS FOR \/ II MORE INFORMATION - I I I I I '! ILII, I! I •illi III' Ii I� ! STRUCTURAL ENGINEER NEW NEW CASEMENT WINDOW (I I j 1 J i I I ! WI HCASEMENT INTEGRAL CIREE NDOS SILMAN WITH INTEGRAL SCREENS I ! I —I_ I ;I SEE WINDOW SCHEDULE SEE WINDOW SCHEDULE 32 OLD SLIP,10TH FLOOR W YORK, Y 10005 2126207970 07�I I 106 MECHANICAL ENGINEER / I I NEW CONCRRWITH RADIANT TERRAZZO 1 L/_ FLOOR WITH RADIANT NEW DECKAND I HEATING SYSTEM BELOW j ,I • STORAGE I I j i D1 ANTON IO OUTDOOR I FINISH FLOOR, I I I I 201 SHOWER I I THROUGHOUT I I l I ; j! I ;I'! I i j CONSULTING ENGINEERS ENCLOSURE 30 WEST WAUKENAAVENUE €i' i Illt!I`."i I NEW DECKAND I , OCEANSIDE,NY 11572 REPLACE DOOR WITH NEW WOOD i I I j , I 3 516 594 4284 f' Iii I o , , I I '' •! AND GLASS DOOR WITH SCREEN OUTDOOR j r`IArog I!I / LAUNDRY NEW SLIDING BARN DOOR ENCLOSURE I� ifl� I'If Ii/ 2 105 p+ BELOW ' I it NEW SLIDING BARN DOORS It± NEW SINK AND REFRIGERATOR ! 1 I FLOOR NEW WOOD WN WITH COUNTERTOP AND CABINETS 1HR000HOUT j I 1 I I PWDR _ T:" REFFII NEW INSWING WOOD FRENCH I' 09 DOORS WITH OUTSWING ! ! ! I I I ; STORAGE /4 WET BAR \ SCREENS SEE WINDOW j 102 03 SCHEDULE !�I III t I i I f NEW METAL HANDRAIL/ I� li'i'i!, II I1 III! SII,� , �il!i GUARDRAIL I I 'i��, I 1 I 2 — MECHANICALACCESS DOOR i�' ! MECH 1 1 4 < 1 RIE TIM .I i NEW STAIR l"IBE40W I ,i I\1;I 1 NEW LAVAND WC 1 T �i DECKING' ! 1` 1 9 -_.---- -JE _ U. 2 5'-0• I NEW STAIR ! NEW WOOD HANDRAIL/ I I NEW LOCATION OF OUTDOOR GUARDRAIL +p\I I I SHOWERAND ENCLOSURE 3-0• t9'-0• STAIR STAIR BURNINGNEW WOOD CLEAR STOVE ON STONE HEARTH ! I I II I I LIVING ROOM /02 OD ! COLOSED O LAR TIES CENTERED ED O I 101 \ _ .. ON ROOF 4'O C SPACED A-300 I I � \ � A•300 i -: -- ! � REPLACE EXISTING WINDOW WITH NEW WOOD i OPENTOBELOW I I CASEMENT WINDOWS WITH ' I INTEGRALSCREENS ISSUE REPLACE EXISTING NO DATE DESCRIPTION HALF-CIRCLE WOOD WINDOW WITH NEW WOOD 1 3/28/2017 PRELIMINARY PERMIT SET PICTURE WINDOW SEE WINDOW I SCHEDULE 2 4/18/2017 LPC PRE-SUBMISSION CONFERENCE ---- ---- _ 3 5/16/2017 LPC PRESUBMISSION CONFERENCE II NEW SIDE-HINGE WOOD BARN ----- - - 4 7/18/2017 LPC PUBLIC HEARING/PERMIT SET ------------ -----� DOORS NEW INSWING WOOD FRENCH DOORS WITH OUTSWING TITLE SCREENS,TRANSOM ABOVE 9'-6• 9-0• 9-0• - PROPOSED 201• >� 20-0• LEGEND CONSTRUCTION PLANS: EXISTING TO REMAIN Rr�l.�1 FLOOR AND 2ND EXISTING FOUNDATION �(j• 1 L AND FOOTING —— ABOVEDATE 0 711 7/2 01 7 A TO BE DEMOLISHED v✓ OJECT# 1045 ORCHARD NEW PARTITION _ N D WING BY JB -- NEW FOUNDATION AND ( ECKBY ER FOOTING �1 FIRST FLOOR PLAN �� SECOND FLOOR PLAN WING NO X38683 �� O� A-100.00 Ira•=1'-0' O PROJECT LAMM ASELTON POOL HOUSE 1045 ORCHARD STREET ORIENT,NY 11957 ARCHITECT INSTARIDGE L NEW VENTAT PEAK ROOF ELIZABETH ROBERTS RIDGE VENT AT PEAK COMPATIBLE WITH CEDAR SHINGLES,BY COBRA OR EQUAL ARCHITECTURE &DESIGN PROVIDE CONTINUOUS DRIP-EDGE FLASHING AT ROOF EDGE TO 168 7TH STREET 3C FASCIA BOARD OVER BROOKLYN,NY 11215 n�"-- �-.'TM= --a - -• - S-r' - ❑ UNOERLAYMENT,UNDER NEW 7185045488 +.1'�y�-i-,. _y=_r-2)-' z SHINGLES,TYPICAL STRUCTURAL ENGINEER -..fi vp ;.?-�-71 x -Jir�.=3§' INS SILIVIAN _- - 32 OLD SLIP,10TH FLOOR ICE SHIELD PROVIDE 36'MIN WIDE, EDGE ICE SHIELD UNDERLAYME NT, NEW YORK,NY 10005 t- �''```---•=i -"�"" +--�` ` ''' �- t,= -�/ BY WEATHERSHIELD OR EQUAL, 212 620 7970 _ - AROUND ENTIRE PERIMETER OF POOL HOUSE MUST BE OVER EAVES AND AT LEAST V-6'INTO _Qy� LIVING SPACE MECHANICAL ENGINEER �'�"__ _` _ ROOF UNDERLAYMENT PROVIDE qui ---ROOF D'ANTONIO -(- ❑ CONTINUOUS SHEETS,WITH 6'MIN -=,? +-I �;-i£ ^ 1_`.= yy_ � OVERLAP(AS REQUIRED BY MANUFACTURER)-WINDGUARD' CONSULTING ENGINEERS WATERPROOFING UNDERLAYMENT 30 WEST WAUKENAAVENUE ATALLAREAS OF NEW ROOF OCEANSIDE,NY 11572 516 594 4284 FINISHED ROOF SHINGLES TAPER-SAWN CEDAR SHINGLES TO 1 ,•-r ".rte,-': `; -'-r�'-�' '^'' - _ r� MATCH HOUSE ROOF PITCH TO i- -'��•-i rJ,� - P1TCHt.,.a- ,c.-�=r-�-`-i ��j 1�-S�{ {PIC �_ ,-,y MATCH EXISTING PITCH ,{-R-�TF_,..(.� LnIts4s _ TET^ET .Y'x1}_ REPLACE ALL GUTTERS AND azsi �. LEADERS WITH HEAVY GAUGED 7-"T''" -�'•' '=-tea ' - STEEL HOT DIPPED WITH ZINC, _ 1 -y- HALF-ROUND GUTTERS AND ROUND LEADERS COLOR-BLACK INSTALL GUTTERS OVER FASCIA y r�'..t_,Y- �•--•^ � -- a--rr-e-^ BOARD,PITCHED TO LEADER PIPE AS REQUIRED,DIRECTED DOWN AND AWAY FROM BUILDING )-•�y -`�-`� -�- ` -}'3 L'•��--,;=;a'""'-+ .�-+�'_�" t PROVIDE DRIP EDGE FLASHING Y�`..5''}_ 5+YY.i_ ? :)., _[-}"-L,�„,J-t--�"7Y S11'7�=,�=� - �-I-[) t c•F;- 1 j-j7 ., OVER UELOW SHINGLES OF EXISTING 1� ROOF,BELOW SHINGLES AT _ PERIMETER TYPICAL ^-_-;-_�.+�-;'rs--�- --_",'f.�,-i- -77 �_ THROUGHOUT Q r�4- + 1_ _.- �. j -u: NEW METAL CHIMNEY INSTALLED AT HEIGHT PER CODE PROVIDE A-300 STORM COLLAR AND TIES AS "`-' ,=}.1., I �i r'--' ) i _ 5_x-7 71 .�_ --L REQUIRED INSTALL FLASHING �-u,�� t-�� --`.�_”-�-7- -I%= J- Y?-y�I� BELOW SHINGLES AND COUNTERFLASHING TO LAP OVER SHINGLES t-Imo--_ `_+i`i�l ❑ r h z--- -_w-�=�_ ;-• �-�,-.��•� ` ❑ ISSUE ,rv-' o NO DATE DESCRIPTION o .- y_�.-�..a .1- {_..�-F" _fes• �-S.ii-_sem`-t:L' �'-g ❑ 1 3/18/2017 PRELIMINARY PERMIT SET _, # 2 7/18/2017 LPC PUBLIC HEARING I PERMIT SET TITLE PROPOSED LEGEND 234' CONSTRUCTION PLAN: EXISTING TO REMAIN ROOF --- EXISTING FOUNDATION !F GD AND FOOTING ` G—-— ABOVE D1S� DATE 07117/2017 _ TO BE DEMOLISHED v` 1��/ H �OL7 ��/� PROJECT# 1045 ORCHARD NEW PARTITION v W DRAWING BY JB NEWFOUNDATIONAND HECK BY ER FOOTING ROOF PLAN ) DRAWING NO _114"=1'-0' ��c •ro �� A-101 .00 y), 3 A3 FOF NES PROJECT LAM IVB ASELTON - " POOL HOUSE -- 1045 RCHARDS ,LTO FXISTING/PROPOSED RIDGE ORI ORCHARD 11957 STREET / \ 220, OLD ROOFLINE OF GARAGE NEW STOVEPIPE CHIMNEY / 1 = \ \\ ADDITION BUILT IN 1985 ON THE ARCHITECT NORTH OF STRUCTURE LOWER TO MATCH ORIGINAL GARAGE RIDGE ELIZABETH ROBERTS ARCHITECTURE&DESIGN REPLACE EXISTING WINDOW SEE WINDOW SCHEDULE 168 7TH STREET 3C BROOKLYY REPAIR AND REPLACE WOOD SIDING AS r, REQUIRED TO MATCH EXISTING BOARD 718504 N,N 11215 5488 DIMENSIONS,GRADE AND TEXTURE STRIP PAINT TYP NEWHALF-ROUND -' I STRUCTURE ORIGINAL GARAGE STRUCTURAL ENGINEER GUTTERS :`/ .- i ter. ROOFLINE OFO - _-_-_.___ - ._- __ - __— __ - -' _ i11__ __- _I _- - _I 1__!__ - - - -__- —_ _ -__.— _. - 21NIDFIN FLR STORAGE SILMAN REPLACE EXISTING BARN DOORS 32 OLD SLIP,10TH FLOOR WITH NEW SIDE-HINGED,WOOD NEW YORK,NY 10005 I BARN DOORS 212 620 7970 I • i � 01 � I r'• NEW INSWING WOOD FRENCH `1 /i 1 i MECHANICAL ENGINEER , i� DOORS WITH OUTSWING SCREENS, TRANSOMABOVE i D'ANTONIO 30 WEST WAUKENAAV ENUE 1ST FIN FLR I I ��NATURAL GRADE OCEANSIDE,NY 11572 516 594 4284 I I I I rJ— 1� , I r SOUTH ELEVATION TOP OF RIDGE FOR ORIGINAL TOP OF RIDGE OF GARAGE ADDITION GARAGE STRUCTURE PROPOSED NEW TOP OF RIDGE BUILT IN 1985 LOWER MATCH ACROSS ENTIRE STRUCTURE ORIGINAL GARAGE RIDGE r✓) r-------------- ----z---------- ,LTO EXISTING/PROPOSED RIDGE _— a"C.,' Lt��117"4?'..=.��',=- #t�?�.__r++r;- �:: �,`,r ."t m. 1,*: 7. a , rlt n',s, , i'"-'rte i,Y•t •,-, 4- ,r. i., rr {r'J.,.r � a-1--,� f—�-, � � R-r;'k-J,--_, � Et`��-'=�r =r r�r•_�.,r ,`!_�--r-�- 7I]r,.�',_h , • ',Y iI`mJ`i7 AL ryi�.Y i REMOVE EXISTING I- .ter r,. �-"nr:,-j' I„ � ��;-'rr*r"'1^Jr��'L�� `�, ''-•*•',1 ",fir-,y ,.-u"",`'r�^�;rt.�� •.'•.•1-�-,1i, . 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L' �'., 1*"' 1, 1 :,:L.✓ f- .:!-u._: J J.7':_r 'r -,� -'[`T,i, r�'Y't `Y r '{f Tr'i-_'r l' -I.�t}j`r,�r--r- :,rr,l , -r. `i'.,. -n 47L 2 4118/2017 LPC PRESUBMISSION CONFERENCE ;ry r�_y ',...r,�� -µ,-ms ,' f�4'-' -'Q�-i=`�-ff- -V-,�-,"U,i_�8-•�r=rr� �'%-,r�-r •�fnr - -_--, 3 5/16/2017 LPC PRESUBMISSION CONFERENCE II ], "jjj? �n�At,�,1 r'.l:Lt`J[`Y, } �r[j,r}, }�' .`u',C` ,y�.u" u,_C,YF.J�I.-�,SI7: ?i �t ., t ',,L. i ;�fl�n.'�' f: �''�-r„r-ir ;+r /��\\ /7 REMOVE EXISTING DECK 4 7118/2017 LPC PUBLIC HEARING/PERMIT SET - - — I /^\\\ I ,L2ND FIN FLR STORAGE NEW INSWING FRENCH I I TITLE DOOR WITH OUTSWING SCREEN REPLACE EXISTING I Ij `I \ 02\ I IIII EXTERIOR ELEVATIONS: NEW WOOD CASEMENT T WINDOWS WINDOW WITH INTEGRAL WITH NEW WOOD 04 CASEMENSOUTH AND EAST WITH INTEGRAL SCREENS SCREEN II NEW SLIDING BARN DOORS • 1 i i AISTFINFLR ANA ( R R NATURAL GRADE \� ��pp � FOUNDATIONS EXTEND I �� An4� ATE 07/17/2017 3'-6'MIN BELOW GRADEI /{ ~� \`� r i �✓ P OJECT# 1045 ORCHARD D INING BY JB H K BY ER EAS-0ELEVATION _200.001 NG NO X38683 �O O� N PROJECT LAMM _ ASELTON OLD ROO LINE OF BUILT POOL HOUSE G ADDITION BUILT IN 1985 ON THE NORTH OF STRUCTURE LOWER TO MATCHGARAGE RIDGE O EXISTING/PROPOSED RIDGE 1045 ORCHARD STREET ,LT - - / /^. \\ ___ _ _ _ ______ __ ._ _ _ __ ___ _ ____ __ _ •1,2r 0" ORIENT,NY 11957 ARCHITECT ELIZABETH ROBERTS ARCHITECTURE& DESIGN 168 7TH STREET 3C 13 I \ REPLACE SLIDING DOOR WITH NEW BROOKLYN,NY 11215 CASEMENT WINDOWS WITH 7185045488 INTEGRAL SCREENS \I /�1 r\�I \ `I REMOVE EXISTING DECK �< / '! /� I `\</' I (\\"// I STRUCTURAL ENGINEER -- ---- - ----- \III/��r\� �. \lj. — -------- -- -- l i loi .i I i��\ti lI I i'��ol i�� L1L'-~.- - — - - _-_ _ ___-_- OND FIN FLA STORAGE �_i_I_i_LI _I , 1 I - -- - ---- - -- - --- -- -- SILMAN ! I ( I i i NEW WOOD CASEMENT WINDOWS 32 OLD SLIP,10TH ' I I WITH INTEGRAL SCREENS NEW YORK,NY 10005FLOOR / III I 212 620 7970 MECHANICAL ENGINEER D'ANTON IO CONSULTING ENGINEERS 4'�__• �_u } L _ - _ __ __-_____ - - - - ----- - --- - ----- - -- - lST FIN FLR 30 WEST WAUKENAAVENUE ,L NATURAL GRADE OCEANSIDE,NY 11572 F' 516 594 4284 I I I I rL NORTH ELEVATION v4_r-o TOP OF RIDGE OF GARAGE ADDITION BUILT I TOP OF RIDGE FOR ORIGINAL 1985 LOWER TO MATCH ORIGINAL GARAGE GARAGE STRUCTURE RIDGE PROPOSED NEW TOP OF RIDGE ACROSS ENTIRE STRUCTURE r----------------- ---------r � 7 ~ - - —__-_-- -- -- - ----__-- - - -- TO FX '* r ISTING/PROPOSED RIDGE :I � Lam �L �^ p. -- '` +T P rY�, i�'>� �i -�" I'[:h r--7•,''i, �''''1'',, i,{!r_r-nil' 7"`� r. ':�z.4?�i� l.Y._. ,_,4 ri' i NEW CHIMNEY :'-I� Tt _r ,_,,' ' rj c EXISTING SKYLIGHTS AND REPLACE ROOF WITH TAPER SAWN C , � ISSUEEDAR SHINGLE ; NO DATE DESCRIPTION J,.---:.t :7L ..x. i'i' L t_7L ' i i7'GA. ( -•.L 4 �...+7''L�. t..,.....�r , 3/28/2017 PRELIMINARY PERMIT SET 2 4/18/2017 LPC PRE-SUBMISSION CONFERENCE 5'�^..,•..r'riT S _ 3 5/16/2017 LPC PRE-SUBMISSION CONFERENCE E IIREMOVE EXISTING DECK C4 711812017 LPC PUBLIC HEARING I PERMITSET L21,IDFIN FLR STORAGE -------- REPLACE EXISTING DOOR WITH NEW INSWING WOOD FRENCH REPLACE EXISTING WINDOWS TITLE DOOR WITH OUTSWING SCREEN EXTERIOR ELEVATIONS: REPLACE EXISTING ' ' I 0 OB pgIN�OF { 10 !'' WINDOW WITH NEW WOOD I I I I 'I ENL'OSDRE 11 ! N O RT H AND WEST CASEMENT WINDOWS II , II I >G WITH INTEGRAL SCREENS I I ' \ j j I 0 .I ( I I / I If ! i II ( I ( i 1 I' SEEW r \ SCHEDULE WINDOW WINDOW - •� 1ST FIN FLR (RL D _ SCHEDULE, Ij. - - i NATURAL GRADE � � V" FOUNDATIONS EXTEND 3'-6•MIN V LAN R� !)ATE 07/17/2017 I1r oc BELOW GRADE OJECT# 1045 ORCHARD r1 N J DWING BY JB I CK BY ER WEST ELEVATION (P� L.- m r� WING NO ,4• •-0• 038683 y0� A-201 .00 O PROJECT WALL TYPES LAMM G� ASELTON PLYWOOD SHIPLAPWOOD POOL HOUSE /.\NON RATEDPARTION- BOARD �1 LAYERr GYre 1045 ORCHARD STREET MTL STUD @ 16'O C ORIENT,NY 11957 MINERAL WOOL BATT INSULATION 12°LAYER 1PLY 1 LAYER 12'SHIPLAP WOOD BOARDS ARCHITECT CHIMNEY VENT CAP AT HEIGHT PER CODE OR AT LEAST ELIZABETH ROBERTS 2'HIGHER THAN ANY PORTION OF THE ROOF WITHIN I0' ARCHITECTURE $c DESIGN INSTALL STORM COLLAR AND BRACES AS REQUIRED OR SHIPLAP WOOD PER MANUFACTURERS INSTRUCTION INSTALL BOARD FLASHING BELOW SHINGLES AND VENTILATED __ .5...^�7.^.^_ _ _ 168 7TH STREET 3C COUNTERFLASHING TO LAP OVER SHINGLES I PLYWOOD BROOKLYNNY 11215 718504548.8 PLYWOOD RIDGE VENT _,LTO EXISTING/PROPOSED RIDGE SHIPLAP WOOD °22'-0° - /�NONRATEDPARTION- BOARD STRUCTURAL ENGINEER I LAYER 12'SHIPIAP WOOD BOARDS S I L MAN r 1 LAVER 12'PLY IL STUD @ 16'O C _ MINERAL WOOL BATT INSULATION / RIDGE BEAM(LUMBER,LVL OR TIMBER)SEE 1 LAYER 12°PLY 32 OLD SLIP,10TH FLOOR STRUCTURAL DRAWINGS FOR MORE INFORMATION 1 LAYER 12°SHIPLAP WOOD BOARDS NEW YORK,NY 10005 212 620 7970 2X6°COLLAR TIE EVERY 4'SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION 6'X8'RAFTERS @24'0 C SEE STRUCTURAL MECHANICAL ENGINEER DRAWINGS FOR MORE INFORMATION REUSE EXISTING BARN 12 SIDING,SUPPLEMENT _ CEDAR SHINGLES OVER PURLINS OVER W/SIMILARRECLAIMED DLANTONIO 4251'q' WATERPROOFING OVER 41/2° IN SIMILAR WIDTH AS -- STAGGERED RIGID INSULATION OVER REQUIRED,TYP CONSULTING ENGINEERS 2'X6'CEDAR TONGUE AND GROOVE VENTED AIR SPACE 30 WEST WAUKENAAVENUE ROOF DECKING ON RAFTERS IRC CODE COMPLIANT WRB OCEANSIDE,NY 11572 1 - ASPHALT FELT 516 594 4284 1 i i ATTIC INSULATION RADIATION SHIELD WI MIN AIRSPACE IN UNDERLAYMENTOR ACCORDANCE W1 CHIMNEY LISTING INSTALLACCORDING APPROVED EQUIVALENT, 1 �. TO MANUFACTURER'S INSTRUCTION LAPPED 2'HORIZONTALLY, 6•VERTICALLY CHIMNEY SUPPORT FIRE-STOP SPACER / )•EXTERIOR GRADE PLY SHEATHING STORAGE MEZZANINE �~ EXISTING WOOD STUD TO METAL GUARDRAIL/HANDRAIL / ASSEMBLY TO REMAIN AND BALUSTRADE AT 42',OR HEIGHTTO 1 SUPPLEMENTWl2X6• f B9,Q/C CODE --- -- --"--- -" STUDS AS REG SEE _ R/ F STRUCTURAL FOR MORE TION CONTINUOUS DRIP-EDGE BELOW SHINGLES (NFOVAPOR BARRIER OVER UNDERLAYMENT PLYWOOD f SHIPLAP WOOD 3 EMERINATRTG ION BOARD - �/REUSE EXISTING BARN SIDING, v I HALF ROUND GUTTER SUPPLEMENT W/RECLAIMED BOARDS OF SIMILAR DIMENSIONAS REQ VENTEDAIR SPACE/SLATS TWO LAYERS ASPHALT FELT OR ,2ND FIN FUR STORAGE UNDERSIDE OF ROOF DECKAS SOFFIT PTD APPROVED EQUIVALENTUNDERLAYMENT STRUCTURAL RAFTER SUPPORT BEAM �'EXTERIOR GRADE PLYWOOD MINERALWOOLBATT INSULATION r (LVL OR TIMBER)SEE STRUCTURAL VAPOR BARRIER -- --------------- - --'--------- --= DRAWINGS FOR MORE INFORMATION 1 LAVER 12'PLY LAYER 12°SHIPLAP WOOD BOARDS ! ( WEATHERED BARN SIDING OVER}'MIN AIR -� GAP ATTACHED TO HORIZONTAL SLATS PTD 1 BLACK OVER IRC COMPLIANT WRB ASPHALT FELTOR EQUIVALENT ON 2°X6'STUDS WITH DRAFT STOP AND BATT INSULATED CAVITY i 11I VERTICAL WOOD BOARDS STAIR UP ' '; ! 2'X6°STUD WALL @ 16'O C ON PRESSURE �REC ROOMS , : OPEN TO WET BAR/ TREATED SI LL PLATE ANCHORED TO FOUNDATION POOL ENTRY BEYOND OVER FLASHING AND TERMITE BARRIER OVER SILL CAULK ON CONCRETE CURB EW P i I ��r/ I' ! ARCHITECTURAL FINISH TBD OVER RADIANT SN ,�I/ ?� ( , FLOOR HEATING SYSTEM OVER SLAB ON GRADE OVER VAPOR BARRIER OVER INSULATION(4')OVER GRAVEL BED(MIN 4') ISSUE NO DATE DESCRIPTION 1 7/17/2017 UPC PUBLIC HEARING I PERMIT SET -_ '� ' ! I I • ; iI t 12 SLOPEAWAY FROM BUILDING AT MIN S% _,1ST FIN FUR ,LNATURAL GRADE •_"_ _ - "o,L." -- FILTER FABRIC OVER DRAINAGE MATT OVER HOT -11 = I._. __ -S!,= - _ _ - = 0a..=�� _`C.,,=,fitill'= - _;I.•,,_II- __ _ _ _ -__ .� =i! -- - 1!IAPPLIED WATERPROOFING MEMBRANE - rayl"' _ - J'I - � !rp-•' ^q Li fl _ TITLE GRAVEL DRAINAGE BED Ii .�i^_-� -- ��)-. -"� • - r [� PERFORATED FOUNDATION DRAIN TILE ENLARGED CROSS FROST LINE �'_,'i "-• :.,, rF {`_:=v�=_=-_-_- _-_ _ _`_____ J''T= _- v�„"=-iii Y ` - _ _ .. ______ _ .________ _ _—__ SECTION, WALL TYPES .==__-— _._ __ _ _ -moi:= ,,i'_-_ =._ •� =- =',Ir=_�;I-- F=_- ::I: - - I • '-'ilI iI-- ._ - ,IIS-=_ -iii „�ri, __ - •___ -_ iP_ I 'I!ry - I' __;II_['..' -''�'- 'i xl!~_=�i' _-'�_ '- _- __ _I••__',II-_,I _'!,_ -f;;'_''1=-=I, --_=h_-II=' ` „ ` - - �' _ 1;. �;i3=al�_i- ... ---_-_ -c Sal_.•i--_. ;li JF�iLRD A kC6t`�- DATE 07/17/2017 A` ",` (� /` ROJECT# 104SORCHARD tAWING BY JB ECK BY ER r RAWING NO N��. �sssa3 o�� A-300.00 Al 1: F Ne WINDOW SCHEDULE SCREENS CASEMENTS/AWNINGS PROJECT � n n n n NO TYPE MANUFACTURER DESCRIPTION/SERIES ROUGH OPENING FRAMEAND EXTERIOR INTERIOR GLASS GRILLES SCREEN HARDWARE REMARKS ' WIDTH HEIGHT SASH MATERIAL V't V' FIRSTFLOOR ASELTON W01 A LEPAGE WOOD COLLECTION FRENCH 72" 120" 6-9/16"MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL WITH SPACER OUT SWING SCREEN DOORS,CHARCOAL TBD REFER TO ELEVATIONS FOR GRILLE PATTERN SWINGING DOORS WITH TRANSOM COAT SEALER FIBERGLASS MESH • W02 B LEPAGE WOOD COLLECTION CASEMENT 63" 61" 4-9116"MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL WITH SPACER SCREEN,CHARCOAL FIBERGLASS TBD REFER TO ELEVATIONS FOR GRILLE PATTERN POO L H O U S E COAT SEALER MESH WOOD COLLECTION FRENCH WATER BASED,CLEAR OUT SWING SCREEN DOORS,CHARCOAL ORCHARD STREET W03 A LEPAGE SWINGING DOORS 72' 84" 6-9116' ORI MAHOGANY COAT SEALER PRIMED LOW-E 272 ARGON WITH SPACER SDL WITH SPACER FIBERGLASS MESH TBD REFER TO ELEVATIONS FOR GRILLE PATTERN ORIENT.NY 11957 W04 B LEPAGE WOOD COLLECTION CASEMENT 63" 61" 4-9116"MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL WITH SPACER SCREEN,CHARCOAL FIBERGLASS TBD REFER TO ELEVATIONS FOR GRILLE PATTERN COAT SEALER MESH ARCHITECT W05 B LEPAGE WOOD COLLECTION CASEMENT 63" 61" 4-9/16"MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL WITH SPACER SCREEN,CHARCOAL FIBERGLASS TBD REFER TO ELEVATIONS FOR GRILLE PATTERN ELIZABETH ROBERTS COAT SEALER MESH WATER BASED,CLEAR SCREEN,CHARCOAL FIBERGLASS ARCHITECTURE & DESIGN W06 B LEPAGE WOOD COLLECTION CASEMENT 63" 61" 4-9116'MAHOGANY COAT SEALER PRIMED LOW-E 272 ARGON WITH SPACER SDL WITH SPACER MESH TBD REFER TO ELEVATIONS FOR GRILLE PATTERN 168 7TH STREET 3C WATER BASED,CLEAR SCREEN,CHARCOAL FIBERGLASS BROOKLYN,NY 11215 W07 B LEPAGE WOOD COLLECTION CASEMENT 63" 61" 4-9/16"MAHOGANY COAT SEALER PRIMED LOWE 272 ARGON WITH SPACER SDL W/SPACER MESH TBD REFER TO ELEVATIONS FOR GRILLE PATTERN 7185045488 W08 A LEPAGE WOOD COLLECTION FRENCH 36" 84" 6-9/16'MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER OUT SWING SCREEN DOOR,CHARCOAL TBD REFER TO ELEVATIONS FOR GRILLE PATTERN SWINGING DOOR COAT SEALER FIBERGLASS MESH STRUCTURAL ENGINEER W09 C LEPAGE WOOD COLLECTION 26" 42" 4-9/16"MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER 112 SCREEN,CHARCOAL TBD REFER TO ELEVATIONS FOR GRILLE PATTERN DOUBLE HUNG COAT SEALER FIBERGLASS MESH S I LMAN W10 E LEPAGE WOOD COLLECTION CASEMENT 32" 61" 4-9/16"MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER SCREEN,CHARCOAL FIBERGLASS TBD REFER TO ELEVATIONS FOR GRILLE PATTERN 32 OLD SLIP,10TH FLOOR COAT SEALER MESH NEW YORK,NY 10005 212 620 7970 W11 E LEPAGE WOOD COLLECTION CASEMENT 32" 61" 4-9/16"MAHOGANY WATER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER SCREEN,CHARCOAL FIBERGLASS TBD REFER TO ELEVATIONS FOR GRILLE PATTERN COAT SEALER MESH SECOND FLOOR MECHANICAL ENGINEER W12 D LEPAGE PICTURE WINDOW COLLECTIONOOD FRENCH 36" 36" 4-9116"MAHOGANY WATER COAT SEALER BASED,CLEAR PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER N/A N/A REFER TO ELEVATIONS FOR GRILLE PATTERN D'ANTON I O WATER BASED,CLEAR SCREEN,CHARCOAL FIBERGLASS CONSULTING ENGINEERS W13 B LEPAGE WOOD COLLECTION CASEMENT 54' 61" 4-9/16"MAHOGANY COAT SEALER PRIMED LOW-E 272 ARGON WITH SPACER SDL W/SPACER MESH TBD REFER TO ELEVATIONS FOR GRILLE PATTERN 30 WEST WAUKENAAVENUE OCEANSIDE,NY 11,972 516 594 4284 WINDOW SPECIFICATION MANUFACTURER LEPAGE MILLWORK SPECIES MAHOGANY PRODUCTS WOOD COLLECTION DOUBLE HUNG GLASS LOW-E 272 ARGON WITH SPACER WOOD COLLECTION FRENCH TERRACE DOOR WOOD COLLECTION CASEMENT GLASS SPACER ALUMINUM WOOD COLLECTION PICTURE MUNTIN 7/8"WOOD SIMULATED DIVIDED LITES-PUTTY GLAZE EXTERIOR,COLONIAL PROFILE INTERIOR HARDWARE TBD FRAME DEPTH WINDOWS 4-9/16",DOORS 6-9/16" SCREEN CHARCOAL FIBERGLASS MESH-1/2 SCREEN AT DOUBLE HUNG EXTERIOR FINISH WATER BASED,CLEAR COAT SEALER JAMB EXTENSIONS NONE INTERIOR FINISH PRIMED CASING/SILL SEE ELEVATIONS AB-601 AND DETAILS AB-602 ISSUE NO DATE DESCRIPTION 1 3/28/2017 PRELIMINARY PERMIT SET 2 4/18/2017 LPC PRESUBMISSION CONFERENCE 3 511612017 LPC PRE-SUBMISSION CONFERENCE II 4 711812017 LPC PUBLIC HEARING/PERMIT SET TITLE WINDOW SCHEDULE AND SPECIFICATION SI R TE.-1-.17 A Pv l/ O�.(� O CT# 1045 ORCHARD DB IG BY JB 7 CHECI Y ER 11KK r DFI56MNG NO 600.00 038683 OF NE`N PROJECT LAMM ASELTON O w POOL HOUSE Q FIXED TRANSOM 1045 ORCHARD STREET w ORIENT,NY 11957 ARCHITECT EDU EQUAL '� •• / -� Q ELIZABETH ROBERTS / \ 718"SDL w a FIXED PICTURE ARCHITECTURE& DESIGN ` GRILLE PATTERN b WINDOW 168 7TH STREET 3C / BROOKLYN,NY 11215 o M ¢ 718 504 5488 b 7/8'SOL p � pw GRILLE PATTERN / < w p SCREEN BELOW � OPERABLE STRUCTURAL ENGINEER CASEMENT =O WINDOWS SILMAN ��\ \ 32 OLD SLIP,10TH FLOOR TEMPERED NEW YORK,NY 10005 GLASS AT ALL 3'-0° 212 620 7970 LITES - w \ i MECHANICAL ENGINEER TEMPERED GLASSATALL 4/ \�o i LITES D'ANTONIO VARIES VARIES CONSULTING ENGINEERS 30 WEST WAUKENAAVENUE OCEANSIDE,NY 11572 VARIES 516 594 4284 3'-0° 3'-0" WINDOW TYPEA �� WINDOW TYPE B �1 WINDOW TYPE C WINDOW TYPE D 3/4'=1'-0° c 3/4'=1'-0' 3/4'=1'-0' 3/4'=1'-0' / / 7/8"SOL GRILLE PATTERN n OPERABLE CASEMENT Ll WINDOW ISSUE TEMPERED NO DATE DESCRIPTION GLASSATALL 1 3/28/2017 PRELIMINARY PERMIT SET LITES 2 5/16/2017 LPC PRE-SUBMISSION CONFERENCE II 3 7/18/2017 LPC PUBLIC HEARING/PERMIT SET TITLE WINDOW TYPES r<1 WINDOW TYPE E 3W=V-0' - 'S��R�D ARc S� ^ DATE 07/17/2017 ^ V✓ �\•S �� `• PROJECT# 1045ORCHARD 7 RAWING BY JB f HECK BY ER Ln DRAWING NO 9�F 038683 yo�� A-601 .00 - OF PROJECT LAMM I I ASELTON I I I I POOL HOUSE I I 1 I 1 W rnAm ORIENT,NY R9 STREET w 57 N __ ARCHITECT ELIZABETH ROBERTS W � � r ARCHITECTURE&DESIGN I 168 7TH STREET 3C C' BROOKLYN,NY 11215 r___i 7185045488 8 rib I I I I I I I I 1 I I 61a� VISIBLEGLASS 68. i i STRUCTURAL ENGINEER ti FRAME SIZE 4 __) SILMAN 32 OLD SLIP,10TH FLOOR Y10005 78' 2126207970 VERTICAL SECTION HORIZONTAL SECTION WOOD SCREEN WITH ASTRAGAL TRANSOM MECHANICAL ENGINEER INSWING FRENCH DOORS WINDOWTYPE A (SCREEN DASHED) D'ANTONIO CONSULTING ENGINEERS 30 WEST WAUKENAAVENUE OCEANSIDE,NY 11572 418• 516 594 4284 46' �p 14• to �� X16 1-L. 1 I �I -IM- W N 0 J _ N 2�p VISIBLE GLASS t3 8 O \ FRAME SIZE - i Z VISIBLE IT "t 3 s'Ir ' FRAME SIZE VERTICAL SECTION HORIZONTAL SECTION OPERATING 1 3/411 SASH OPERATING 1 3/4"SASH WITH WOOD SCREEN WITH WOOD SCREEN VERTICAL SECTION HORIZONTAL SECTION OPERABLE CASEMENT DOUBLE HUNG WINDOW TYPE B WINDOW TYPE C c 3,=1,-0, 3 3-_1,-0, s ISSUE 4ts NG DATE DESCRIPTION 1 3/2812017 PRELIMINARY PERMIT SET is 2 5/16/2017 LPC PRE-SUBMISSION CONFERENCE II 3 7/18/2017 LPC PUBLIC HEARING/PERMIT SET 13q' 1� w v TITLE N555 INTERIOR EXTERIOR P WINDOW DETAILS 16 * Z VISIBLE {Q 318 GLASS 316• r�( C FRAME SIZE r��✓` nn/T �� Q.v D AUR� DATE 0711712017 W � ROJECT# 1045 ORCHARD VERTICAL SECTION HORIZONTAL SECTION RAWING BY JB I PICTURE WINDOW HECKBY ER WINDOW TYPE D 5 WINDOW/DOOR GRILLE PROFILE,TYP N� �� "� ORAWING NO °_''-0' 038683 yO A-602.00 ��F PROJECT/� n A /� GENERAL NOTES FRAMING LUMBER FOUNDATIONS 1L1I\/IM 1 ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE 1 ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS 1 BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING MINIMUM BEARING CAPACITY OF 4000 PSF AS SPECIFIED BY �/ YYY Y PROJECT SPECIFICATIONS,INCLUDING THE NEW YORK STATE RESIDENTIAL CODE ALL GOVERNING STANDARDS USTED IN THESE NOTES A AMERICAN WOOD COUNCIL"WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY THE GEOTECHNICAL CONSULTANT ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE ALL ASELTON SHALL BE THE EDITION REFERENCED IN THIS GOVERNING CODE DWEWNGS" NECESSARY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF B AMERICAN WOOD COUNCIL"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION;-NDS RECORD 2 PROPERTY ASPROJECT CONDITIONSREQUIRE CONTRACTOR SHALL PROMDE ORARY O SGAND SHEETING SHALLBE DESIGNED BY A REGISTERED PROFESSIONAL SHHGAND MAKE SAFE LADJACENT SUPPLEMENT DESIGN VALUES FOR WOOD CONSTRUCTION",AND"SPECIAL DESIGN PROVISIONS FOR 2 DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTAINED ENGINEER LICENSED IN THE PROJECT JURISDICTION HIRED BY THE CONTRACTOR WHO SHALL SUBMIT SHOP DRAWINGS AND WIND AND SEISMIC" THEIR 28 DAY STRENGTH POOL HOUSE CALCULATIONS FOR THE OWNER'S REVIEW 2 FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED,SHALL BE SURFACED DRYSHALLC EXEPT STUDS,WHICH ( 3 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF X'-X"BELOW FINAL GRADE • 3 DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE BASED ON LIMITED FIELD BE KILN DRIED)AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE 1045 ORCHARD STREET OBSERVATIONS AND MEASUREMENTS THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY RAFTERS AND JOISTS DOUGLAS FIR-LARCH#2 4 CONCRETE SHALL BE POURED IN DRY EXCAVATIONS CONTRACTOR SHALL NOTE SOIL AND WATER CONDITIONS AS SHOWN BY ORIENT,NY 11957 ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN BEAMS,GIRDERS AND HEADERS DOUGLAS FIR-LARCH#1 BORINGS INCLUDED IN THE REFERENCED GEOTECHNICAL SUBSURFACE INVESTIGATION REPORT(S)AND DEPTHS OF FOOTING AS SHOWN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR EVALUATION BEFORE THE AFFECTED STUDS AND PLATES DOUGLAS FIR-LARCH STUD GRADE ON FOUNDATION PLANS CONSTRUCTION IS PUT IN PLACE 3 TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE CONCRETE ARCHITECT 4 THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY THESE NOTES HIGHLIGHT RATHER THAN REPLACE THE POST AND TIMBER DOUGLAS FIR-LARCH i1 1 ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY CONFLICTS BEAMS AND STRINGERS DOUGLAS FIR-LARCH#1 A AMERICAN CONCRETE INSTITUTE(ACI)"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ELIZABETH ROBERTS FOR GUIDANCE 4 ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING,BLOCKING,FIRE STOPPING,ETC,SHALL CONFORM TO THE (ACI 318) ARCHITECTURE&DESIGN WOOD STRUCTURAL PANEL SHEATHING "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"AND ITS SUPPLEMENTS AND SHALL BE INSTALLED IN B ACI"MANUAL OF CONCRETE PRACTICE"LATEST EDITION ACCORDANCE WITH THE NFPA"MANUAL FOR HOUSE FRAMING"OR THE GOVERNING LOCAL/STATE BUILDING CODE C CONCRETE REINFORCING STEEL INSTITUTE(CRSI)"MANUAL OF STANDARD PRACTICE" 168 7TH STREET 3C 1 PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE END USE "EXTERIOR"(PERMANENT 5 FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF THE GOVERNING LOCAL/STATE BUILDING CODE, 2 ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, BROOKLYN,NY 11215 EXPOSURE), OR-EXPOSURE I°(CONSTRUCTION EXPOSURE ONLY) OR THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES UNLESS OTHERWISE NOTED 718504 5488 2 FLOOR SHEATHING NOM Y4"THICK T&G PLYWOOD(48/24 SPAN RATING),APA STURD-I-FLOOR,OR ADVANTECH SUBFLOOR 6 ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM HANGERS, 3 REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60 OR A775 EPDXY COATED WHEN CALLED MINIMUM 18 GAUGE,INSTALLED ACCORDING TO MANUFACTURERS RECOMMENDATIONS OUT ON PLAN REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI"DETAILS AND DETAILING OF REINFORCEMENT", 3 ROOF SHEATHING(STANDARD) NOM %-THICK T&G PLYWOOD(48/24 SPAN RATING) (ACI 315),LATEST EDITION STRUCTURAL ENGINEER 4 ROOF SHEATHING(UNDER SLATE OR CLAY TILE) NOM -"THICK T&G PLYWOOD(48/24 SPAN RATING) 7 CLEAR(MIN) G LUMBER BELOW GLOW TOP IOF FURAMI FRAME BTO MORALLOW FOR SHOLLAM,STEEL ONKAGECH-PLATE GIRDER,SET THESE GIRDERS Yz' 4 WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064,WITH A MINIMUM YIELD STRENGTH OF 65,000 PSI SILMAN 5 WALL SHEATHING(STANDARD NOM Y•THICK PLYWOOD(32/16 SPAN RATING) 8 STUD BEARING WALLS ARE TO BE 2x4 0 16"0 C AT THE INTERIOR AND 2x6 0 16"0 C AT THE EXTERIOR, UNLESS 5 REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60 32 OLD SLIP,10TH FLOOR NOTED OTHERWISE ON PLAN NEW YORK,NY 10005 6 WALL SHEATHING(BEHIND SLATE,CLAY TILE,OR MASONRY VENEER) NOM Y4-THICK PLYWOOD(48/24 SPAN RATING) 9 ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW,WHERE REQUIRED INSTALL ADDITIONAL STUDS 6 COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES MINIMUM CONCRETE 2126207970 7 USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING BETWEEN SLEEVES SHALL BE 6" 8 LEAVE& SPACE AT ALL PLYWOOD PANEL END JOINTS AND Jb"SPACE AT ALL PANEL EDGE JOINTS 10 LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS 7 ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI MECHANICAL ENGINEER 11 STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES 8 PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS 9 UNLESS NOTED OTHERWISE,WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS 0 4"0 C AT EACH SHEET PERIMETER AND 12"OC ELSEWHERE PROVIDE 2.6 BLOCKING AT ALL FREE EDGES 12 USE DOUBLE STUDS 0 ENDS OF WALL AND ENDS OF WALL OPENINGS BEAMS,COLUMNS 1Yi" D'ANTONIO 10 UNLESS NOTED OTHERWISE,ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS 0 6"O C AT EACH SHEET 13 AT THE ENDS OF ALL BEAMS,HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT FOOTINGS 3" CONSULTING ENGINEERS PERIMETER AND 12"0 C ELSEWHERE LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4"(NOM)AT INTERIOR WALLS EXTERIOR WALLS 2"FOR#6 OR LARGER, lYA°FOR#5 OF SMALLER 30 WEST WAUKENA AVENUE AND 6"(NOM)AT EXTERIOR WALLS UNLESS OTHERWISE NOTED INTERIOR WALLS �4" OCEANSIDE,NY 11572 11 ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED ADHESIVE AND#8 SCREWS 05165944284 6"0 C AT EACH SHEET PERIMETER AND 12"0 C ELSEWHERE,UNLESS NOTEDOTHERWISE 14 USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED 9 SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL NO CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS ENGINEERED WOOD PRODUCTS 15 PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8'0 C 10 CLEAN AND ROUGHEN TO Y"AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT 1 WOOD I-JOISTS PROVIDE ENGINEERED WOOD I-JOISTS,SIZES AND SERIES AS SHOWN,AS MANUFACTURED BY WEYERHAEUSER OR 16 BUILT UP BEAMS LESS THAN 8"DEEP SHALL BE SPIKED TOGETHER WITH 2- 16D NAILS 016"OC BUILT UP 11 SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND EMBED ITEMS APPROVED EQUAL INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS, BEAMS GREATER THAN 8"DEEP SHALL BE SPIKED TOGETHER WITH 3- 16D NAILS 016"OC INCLUDING CONSTRUCTION BRACING,MINIMUM BEARING LENGTHS,WEB STIFFENERS,SQUASH BLOCKS,BLOCKING, KNOCK-OUTS AND12 REINFORCING DOWELS,WATERSTOPS AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED PRIOR TO CONCRETE HOLES, ETC 17 WHERE THERE IS NO PLYWOOD WALL SHEATHING,PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF STUD WALLS AT PLACEMENT "WET-SETTING"OF EMBEDDED!TENTS IS NOT PERMITTED EACH FLOOR (1"x 4"BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING WITH 2- IOD NAILS) 2 RIM BOARDS PROVIDE CONTINUOUS lY"THICK RIM BOARDS,TIMBERSTRAND LSL AS MANUFACTURED BY WEYERHAEUSER OR 18 WHERE CANTILEVERED BEAMS ARE INDICATED,THE FAR CONNECTOR SHALL BE CAPABLE OF RESISTING AN UPUFT OF 13 WELDED WIRE REINFORCEMENT IN COMPOSITE CONSTRUCTION SHALL HAVE TENSION SPLICES AND BE ANCHOREDAT DISCONTINUOUS APPROVED EQUAL INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR 1000 LBS MIN,U N 0 EDGES PLATFORMS 3 MICRO-LAM BEAMS PROVIDE ENGINEERED BEAMS,SIZES AS SHOWN,MICROLLAM LVL OR PARALLAM PSL AS MANUFACTURED BY 21 NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL CONCRETE BLOCK WEYERHAEUSER OR APPROVED EQUAL INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS 22 WOOD HEADER SCHEDULE AND DETAILS ROUGH OPENING WIDTH HEADER 1 ALL CONCRETE BLOCK WORK SHALL CONFORM TO THE"NATIONAL CONCRETE MASONRY ASSOCIATION TEK MANUAL FOR DESIGN AND 2x4 WALL 2x6 WALL CONSTRUCTION OF CONCRETE MASONRY;LATEST EDITION AND"ACI 530-BUILDING CODE REQUIREMENTS FOR MASONRY 4 GLUED LAMINATED TIMBER(SOFTWOOD) PROVIDE ENGINEERED BEAMS,SIZES AS SHOWN,IN ACCORDANCE WITH AITC 117-04 DESIGN LESS THAN 3'-0" (2)2x6 (3)2x8 STRUCTURES" STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES UNLESS NOTED OTHERWISE,ALL S-1 TO 4'-0" (2)2x8 (3)2x8 LAMINATIONS SHALL BE SOUTHERN PINE 4'-1"TO 6'-0" (2)2x10 (3)200 2 CONCRETE BLOCK SHALL BE OF LIGHTWEIGHT AGGREGATE AND CONFORM TO THE FOLLOWING STANDARDS SOLID/HOLLOW BLOCK 5 ROOF TRUSSES PROVIDE PRE-ENGINEERED ROOF TRUSSES,AS SHOWN ON THE DOCUMENTS,TO RESIST LOADS TABULATED ON THIS 6'-1"TO 8'-0" (2)2x12 (3)2x12 ASTM C90 SHEET(INCLUDING NET UPLIFT) INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND OVER 8'-0" SEE PLANS SEE PLANS DETAILS FABRICATOR SHALL SUBMIT LAYOUT PLANS AND ENGINEERING DRAWINGS FOR APPROVAL PRIOR TO FABRICATIONNOTE PROVIDE (1)JACK STUD FOR SPANS LESS THAN 4'-0'WIDE, NET AREA COMPRESSIVE STRENGTH NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNIT.PSI OF MASONRY ASSEMBF'm,P51 6 PSL POSTS PROVIDE GRADE 1 BE PARALLAM PSL COLUMNS IT IS NOT PERMITTED TO USE PSL BEAMS AS A SUBSTITUTE FOR PSL (2)JACK STUDS FOR SPANS LESS THAN 8'-0"WIDE, LY. USING TYPE S MORTAR COLUMNS WITHOUT ACCOMMODATION FOR REDUCED STRENGTH AND APPROVAL BY EOR (3)JACK STUDS FOR SPANS OVER 8'-0"WIDE 1900 1500 SPECIAL INSPECTIONS 23 ALL LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED G185(1 85 OZ OF 2800 2000 ZINC PER SQUARE FOOT) ALTERNATIVELY,STAINLESS STEEL CONNECTIONS MAY BE USED FASTENERS SHALL MATCH 3750 2500 1 INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A TESTING AGENCY PROVIDED BY THE OWNER FOR THE HANGER FINISH AND MATERIAL THE FOLLOWING ITEMS 4800 3000 A CONCRETE CONSTRUCTION (IBC 1705 3,TABLE 1705 3) 24 WHERE JOIST ORIENTATION IS PARALLEL TO EXTERIOR STUD OR FOUNDATION WALLS,PROVIDE FULL-SECTION BLOCKING r MATERIALS(IBC 170531) FOR 3 BAYS 0 4'-0"OC MAX WHERE SHEATHING IS NOT CONTINUOUSLY FASTENED TO TOP OR BOTTOM OF JOIST UNLESS OTHERWISE NOTED ON PLANS AND/OR ELEVATIONS,CONCRETE BLOCK UNIT STRENGTH SHALL BE 1900 PSI MIN B MASONRY CONSTRUCTION(IBC 17054) PROVIDE 18 GA x 1-1/2" x l'-O"(MIN)FLAT TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS NOTE CONCRETE BLOCK WITH UNIT STRENGTH HIGHER THAN 1900 PSI GENERALLY REQUIRE LONGER DELIVERY LEAD TIMES EMPIRICALLY DESIGNED MASONRY(IBC 170541) n VERTICAL MASONRY FOUNDATION ELEMENTS(IBC 1705 4 2) 25 ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH Yt"DIA HEADED 3 ALL MORTAR SHALL BE ASTM C270,TYPE N C WOOD CONSTRUCTION(IBC 1705 5) ANCHOR BOLTS(ASTM F1554)0 4'-0"OC AND WITHIN 12"OF ALL SILL PLATES SPLICES (MIN,7"EMBED) 4 ALL GROUT FOR RIVING CELLS SHALL BE ASTM C 476 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 P51 BUT NOT LESS THAN HIGH-LOAD DIAPHRAGMS(IBC 170551) THE COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLY,F'M" WHERE GROUT CELLS DO NOT EXCEED 4"IN DIAMETER FINE u METAL-PLATE-CONNECTED WOOD TRUSSES SPANNING 60 FEET OR GREATER GROUT SHALL BE USED D SOILS(IBC 1705 6) ISSUE 2 STRUCTURAL OBSERVATIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A REGISTERED DESIGN PROFESSIONAL 5 ALL BLOCK DIMENSIONS INDICATED ON STRUCTURAL PLANS ARE NOMINAL DIMENSIONS PROVIDED BY THE OWNER STRUCTURAL OBSERVATIONS SHALL BE THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR NO DATE DESCRIPTION GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS 6 ALL CONCRETE BLOCK BELOW GRADE SHALL BE FILLED SOLID WITH GROUT 1 3!28/2017 PRELIMINARYPERMITSET THE TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING DEPARTMENT 7 CONCRETE BLOCK BELOW BEAM OR TRUSS BEARING POINTS SHALL BE FILLED SOLID FOR A MINIMUM OF TWO COURSES IN DEPTH AND A MINIMUM OF 32"IN WIDTH,U ON 8 INSTALL STANDARD WEIGHT LADDER JOINT REINFORCEMENT AT 16"0 C (SPACED VERTICALLY) LEGEND 9 UNLESS NOTED OTHERWISE ALL MASONRY WALLS SHALL BE REINFORCED WITH#4048"OC VERTICAL GROUT ALL REINFORCED CELLS SOUD PROVIDE DOWELS TO MATCH VERTICAL REINFORCING AT FOUNDATION - - — EXISTING WOOD BEAMS 10 WHERE CMU IS SUPPORTED ON STRUCTURAL STEEL MEMBERS,PROVIDE WELDED REBAR DOWELS BETWEEN STEEL AND CMU DOWELS TITLE TO MATCH SIZE AND SPACING OF CMU REINFORCEMENT,AND MUST PROVIDE FULL TENSION LAP SPLICE WITH CMU REINFORCEMENT - - EXISTING WOOD JOISTS DOWELS MUST BE WELDABLE AND CONFORM TO ASTM A706,GRADE 60 GENERAL NOTE -- NEW WOOD BEAMS AND LEGEND ---j NEW WOOD JOISTS nn ' O NEW WOOD POST 0 EXISTING WOOD POSTATURE DATE Cod f �M SEALrAND SIGN .l .<t �O POST UP ,!'� \"l r, PROJECT A �dJEI' ,11=^ 1 S ,DRAWINGBY ;x °CHECK BY DRAWING NO SP-001 .00 <tcLL� ��• ` ';rr ccr v pR FES S PROJECT LAM M ASELTON POOL HOUSE 1 REMOVE EXISTING HIGHER PORTION 1045 ORCHARD STREET v P-20 OF ROOF AND REFRAME AT LOWER ORIENT,NY 11957 ELEVATION TO MATCH SOUTH END OF ROOF 20'-6"3 20'-6"f ARCHITECT `• ELIZABETH ROBERTS Ile- I I I ;------------- - - -- - I ARCHITECTURE & DESIGN G , I 1687TH STREET 3C J BROOKLYN,NY 11215 718 504 5488 I I I ' i I II it I I I I I I I i l i l i I I STRUCTURAL ENGINEER I I I SILMAN I I I I I I I I I I I i 32 OLD SLS,10TH FLOOR 2 x 12016"oc H i 6 x 8®2'-0'0 C 6 z 8®2'-0_0 C NEW YORK,NY 10005 C7— I 212 620 7970 I I I ROOF RAFTERS ROOF RAFTERS I I I t I I 1 MECHANICAL ENGINEER I i I I 1 I I I 1 i I D'ANTONIO I I 2 x 6®4'-0_0 __ ___ i CONSULTING ENGINEERS I I i I i i CAR TI OLLES 30 WEST WAUKENA AVENUE ■ I t i I OCEANSIDE,NY 11572 I ' 516 594 4284 I I I i i I •.�I,.I 1 I I I i i I I I I ;H H 2 OI 1 I i I I P-2D I v `2) 2x12 I i l l i l l l l I I I 1 1 1 1 1 1 1 I! 1 I I t I I II I IN I I I ----------I-- -- I % I I I I I I STAIR DOWN TO FIRST FLOOR I I —SEE ARCH DWGS 1 I I I 4 x 4 WOOD I 4 xIWOOD POST I POST I 2'-0"z 2'-0'x 12" I I FOOTING 3—#5 EWB I I I I I I I I I 1 i I 1 1 I I 4SLAB OPEN I ON GRADE I I I I I i i I I I I I I S • I • a, - -- • • a• I •'• I 1' , L_________________________ _________________________J C I ` `I ISSUE 1 NORTH 1 3DESCRIPTIONDATE 28/2017 PRELIMINARY PERMIT SET P-20 FOUNDATION/FIRST FLOOR FRAMING PLAN 2 SECOND FLOOR FRAMING PLAN 3 ROOF FRAMING PLAN SP-100 SCALE. 1/4'=1'—O" SP-100 SCALE 1/4'=1'-0" SP-100 SCALE. 1/4"=1'-0' TITLE FIRST, SECOND AND ROOF FRAMING PLAN \ AL N U DATE ROJECT# 14 .{{ •,� DS�WMG BV HECK BY RAWMG NO. 0.085, 1 �� ` SP-100.00 w• 9F S S I �NFR v�I CONTRACTOR SHALL TEMPORARILY SHORE PROJECT EXIST STUD WALL DURING INSTALLATION OF NEW CONCRETE FOUNDATION I WOOD STUD BEARING WALL L \M M TO REMAIN-REPLACE DETERIORATED J WATERSTOP STUDS WITH NEW WHERE REQUIRED FIRST FLOOR I CONCRETE SLAB NOTES GRADE 1 6'x6'W 1xW2 1 W W F ASELTON 2'COVER MIN (OR AS REO'D 1 SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS BY WATERSTOP MANUF) WHERE EACH SINGLE STRIP DOES NOT EXCEED 36 TIMES a SLAB THICKNESS WIDTH IN INCHES CONTRACTION URGE POOL HOUSE 4"SLAB ON GRADE BLOCK PLACEMENTS IF THE WITH INTERIOR CONTRACTION JOINS ARE e ACCEPTABLE IF THE CONTRACTION JOINS ARE MADE IN BOTH • n WATER STOP(TYP) `i evm� �x°x` DIRECTIONS AT SPECIFIED INTERVALS IN A TIMELY MANNER 1045 ORCHARD STREET V 4®12'oc NEW SILL PLATE ATTACHED TO 6 z 10 RIDGE WATERSTOP e C 2 SAWED CONTRACTION JOINTS SHALL BE LOCATED AT A ORIENT,NY 11957 (j MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB EW EF FOUNDATION WALL WITH 14'BOLTS BEAM THICKNESS JOINS SHALL BE SAWED NO LATER THAN 24 'i ®3'-0"OC USING Hun HR UNDISTURBED ,0 MIL POLYETHYLENE HOURS AFTER CONCRETE IS PLACED HY200 ADHESIVE SYSTEM 6 x 8 ROOF VAPOR BARRIER 4 ARCHITECT RAFTERS SOIL OR FILL VAPOR BARRIER 3 GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED TO 10'CONCRETE WALL 6'GRAVEL OR < ° 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT ELIZABETH ROBERTS —— —— CRUSHED STONE 6'GRAVEL OR CRUSHED STONE ARCHITECTURE&DESIGN 2-f5 CO. L J SLAB ON GRADE UNDISTURBED SOIL OR FILL 168 7TH STREET 3C 2 x 6®4'-0"0 C BROOKLYN,NY 11215 COLLAR TIES 7185045488 SLAB—ON—GRADE & WALL INTERFACE SECTION 2 SECTION TYPICAL DETAILS SLAB ON GRADE STRUCTURAL ENGINEER SP-200 SCALE 3/4'=1'-0' SP-200 SCALE 3/4•=1'-0' SILMAN 32 OLD SLIP,10TH FLOOR NEW YORK,NY 10005 212 620 7970 MECHANICAL ENGINEER o Q 3 INSTALL BOTTOM OF BASE PLATE D'ANTONIO FLUSH WITH CONCRETE CONSULTING ENGINEERS 30 WEST WAUKENA AVENUE WOOD POST-SEE PLAN OCEAN IDE,NY FOR SIZE i (2)-)J-DIA GALVANIZED A307 57 516 594 4284 THRU BOLTS, NICK THREADS GALVANIZED SIMPSON LCB/CB TO PREVENT BACK-OFF WOOD POST COLUMN BASE OR APPROVED EQUAL a SAWN-LUMBER FLOOR JOIST FLUSH TOP II II II II SIMPSON TYPE LPCZ L POST BASE AND CAPS LL T J� (OR APPROVED EQUAL) 0 TOP MOUNTED JOIST HANGER TOP MOUNTED JOIST HANGER 3 BY SIMPSON OR APPROVED EQUAL BY SIMPSON OR APPROVED EQUAL CONCRETE PIER OR WALL lVL/PSL/lSL BUM, -SEE PLANS SAWN LUMBER GIRDER FOR SIZE NOTE, AT CORNER CONDITIONS, PROVIDE SIMPSON LCE POST BASE OR CAP OR APPROVED EQUAL TYPICAL SUPPORT OF WOOD POSTS TYPICAL DETAIL OF WOOD TYPICAL FLOOR BEAM TYPICAL SAWN LUMBER JOISTS ON CONCRETE WALL OR PIER (WITH UPLIFT) GIRDER TO WOOD SCALE %'=1'-Q" TO SAWN LUMBER GIRDERS SCALE 1•=1'-0' SCALE 1•=1'-0• (SEE PLAN FOR SIZE) SCALE 1"=1'-0' ISSUE BEARING WALL ON (1)-2x CONTINUOUS NO DATE DESCRIPTION SOLEPLATE 1 3/28/2017 PRELIMINARY PERMIT SET FULL DEPTH BLOCKING TO MATCH WIDTH OF SIMPSON LSTA 77 STRAPS STUD WALL,TYP TIES ACROSS STUD ABOVE, I RIM BOARD AND SND FLOOR JOISTS BELOW AT EACH STUD LOCATION I L — I EL SEE PLANS TITLE CONTINUOUS Aw LSL RIM BOARD I TYPICAL DETAILS AND CONTINUOUS(2)-2x TOP PLATE I SECTIONS I I � BEARING WALL,SEE PLANE I I (�'( OF 1 VC14 AND GENERAL NOTES I I r J \ �•}7 V S SIG D SIMPSON FBA TIE AT EACH JOIST O DR'N �R TE TO STUD,ALIGN JOIST AND 44 STUD AS REQUIRED �� FPR"ITCT4 DIRAWING BY 8K BY TYPICAL DETAIL @FLOOR FRAMING TO WOOD BEARING WALL — PERPENDICULAR JOISTSAb�� 1 /DRAWING NO LE SCA �•=,'-0• �� '� SP-200.00 ��Ess 1103 P "T v