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HomeMy WebLinkAbout52660-Z I TOWN OE SOUTHOLD BUILDING DEPARTMENT I SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52660 Date: 02/10/2026 Permission is hereby granted to01, Joshua Herrenkohl 20 West St Apt 26A New York, NY 10004 To Construct accessory garage at existing single-family dwelling as applied for,with Trustees#10797, SCHD approval and DEC NJ. Premises Located at: 750 Cedar Point Dr E, Southold, NY 11971 SCTM#90.-2-18 Pursuant to application dated 09/09/2025 and approved by the Building Inspector, To expire on 02/10/2028. Contractors: Required Inspections: Fees: Accessory-New Structure $425.00 CO Accessory Structure $100.00 Total 525.00 Building Inspector � w TOWN OF SOUTH OLD--BUILDING DEPARTMENT p *011 Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 ( Tele hone (631) 765-1802 Fax(631)765-9502 ,h t S, w .S tho d.to i . v 16, Date Received APPLICATION FOR BUILDING PERMIT C E N 4 V IM7PW.M9"i, For Office Use Only _. PERMIT No. V Building Iisor ;w S�IF P 9 2025 Applications and forms must be�fill d out,in their entirety.IncompleteL pl!� . I� applications will not be accepted. where the Applicant is not the owner,an Ownees Authorization form(Page 2)shall be completed. ro D... .........ate: August 2025 ' OWNER(S)OF PROPERTY: Name: Joshua Herrenkohl and Joy Kilpatrick SCTIVI#1000-90.-2-18 Project Address: 750 (cedar Point Drive East, Southold, NY 11971 Phone#: (917) 12-0721 Email. Mailing Address: 20 West Street, Apt 28A, New York, NY 10004 CONTACT PERSON: Name: Meryl Kramer Mailing Address: PO Box 1600, Southold, NY 11971 ---------------------- Phone#: 631-477-8736 Email: meryl @ kdcarchitecture.com DESIGN PROFESSIONAL INFORMATION: Name: Kramer + deonciliis Architecture Mailing Address: PO Box 1600, Southold, NY 11971 Phone#: 631-477-8736 Email: meryl @kdcarchitecture.com CONTRACTOR I N FO R ATI O N'. Name: TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ElAddition E]Alteration ❑Repair ❑Demolition Estimated Cost of Project: C]Other � � to �X ^T� w � ohms ^ 50,0}0 I WIN Will the lot be re-graded? IRYes r-1 No Will excess fill be removed from premises? RYes ❑No i 1 WNW 11 PROPERTY INFORMATION Existing use of propertySingle Family Residence Intended use of property:Sin Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? OYes ©No IF YES,PROVIDE A COPY. WNW 0.1 MMMMMMMM Check Box After Reading: ue ow r/cmunw/des4m profe I is mpons"for aH drainage and storm water Issu"25 Pfovk*d b'V Oupw M of tM Twon Code, APPUCATMIS,WAMY WOE to 04,aulwjr4 DePoAr"Ift for awkswom of a sundift parnft Pwsum"to ow"Wft z", ofmaaw at the'rowo of sow"K Suffok counwo Now York am oft,r sopkabie Laws*or4jowx"or jttVWkm$#for the,com*vdWn of bulitlftl� 4fte"Wlem,or for removal or demutia"as healn,dew1bed.,The apPlant,ov*n to M*V*fta,0#Vp4dWe bws*ardinuwA0,bulkift color housing;o&aM reguladam and to adoft,authothed Inspomrson Wevnises,and,W,bufldl*%)for,necew_ Fall,se,xutvmnu,,,ma*hmin:us, punishable as Class A mbdern"nor pumant to Secoon 210AS of the Now York Sut&Petal Law* )'Meryl Kramer MAuthorized Agent Downer Application Submitted By(print name Signature of Applicant: Date: 1G,- STATE OF NEW YORK) COUNTY OF Meryl Kramer being duly sworn,.deposes and says that(s)he is the applicant (Name of individual signing contract)above named,, Agent (S)he is the Nil HNN (Contractor,,Agent,Corporate Officer*etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ay of, 20, Notary Public LEEANN R. MARINO 40N NOTARY PUBLIC-STATE OF NEW YORK PROPERTYOWNER AUTHORIZAT No. OIMA6147275 (Where the applicant is not the owner) Qualified in Suffolk Cou y My commission Expires May 3, 2Q(:) tja#i4tT0jjZiL 0'residingat 20 vJF- 7 -11111 -WNW" to apply on .......... N ............. do,hereby authorize, Al ****NONNI behalf e,T W'n of Southold Building Departmen, for approval as described herein. 73 t A W11.... 110 WOO Date,, Owner's Signature HL 4- Print .A Print owner's Name 2 .......................................... ur✓wY`J A'�9l�iirk"„"((jyfmz 9g Town Hall Annexe ;r, Telephone(531)755-1 8a2 54375 Main Road Fax(531)765-9502 P.0. Box 1179 9 e A Southold, NY 11971-0959 7 m. BUILDING 0 DEPARTMENT low NOTICE OF UTILIZATION OFTRYSS TYPE CONSTRUCTION41PRE ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONST ' T Date: 8/19/2025 Owner: Joshua Herrenkohl and Joy Kilpatrick )SIP Location of Property. • 750 Cedar Point Drive East Sout hold d Please take notice that the (check applicable line): x New commercial or residential structure x Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) x Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) x Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Meryl R Kramer Capacity(check applicable line): Owner x Owner representative TrussReq 15.docx EffecOve 1110015 c 10, ... ;y- y40 n f a i,/r �lincl_iniental r,er y<r,.�M",�1 yard L.lementti tali L� i.l,ii t ry 7i. o� G �AHwr» U) +SHncl Pncori; �tra eke ncl Sc n:, W v;ty Southold Bav Oysters 4[ j 11 d' r MOM 0 "we LU E _ r ; DRIVE EAST, � F- SO UTHOLD z z Z ry aw. � a- < 0- ALL SITE DATA SUPPLIED BY KENNETH WOYCHUK LAND SURVEYING, d W U) AQUEBOGUE NY 02.25.24 = w O SCTM#1000-90-2-18/24,722 SF/.57 ACRES w Q LOT 104 IN CEDAR BEACH PARK DEC.207 1927 NO.90 cr w C n I w ELEVATIONS NAVD 1988 DATUM _ -,) cj� PROPOSED SITE PLAN SUPPLIED BY N N c MERYL KRAMER ARCHITECTURE `x' 0r w FH W'ATERLINES HYDROACTI"N � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1(651)852-5754,48 hours in PERMIT FOR APPROVAL OF CONSTRUCTION FOR A nce,to schedule ins ec�tion s B I NGLE FAMILY R � � RESIDENCE AND - ACCESSORY BUILDING ,� sign Professional's Certification Required. --.. U) Submit P.E.or R.R.Certification For 0 on and Construction of the Sewage disposal System DATE 7/1/2025 -„ H.S. R-F. o. R-25-0620 a) � 0) Use Form WWM-073 APPROVED C-` �.. )nt of the existing sanitary system must be in TOTAL MAXIMUM BE OOMS 6/0 _ E E }- )nce with the Department's requirements. EXPIRE THREE YEARS �A-�-E OE����0��� � � E iit completed form WWM-080 as proof < E C O CU �- O 0-0 V3 NSTALLER TO BE ON THE COUNTY L 0 on CU LIST OF � o cU 'ED VENDORS AS A "CERTIFIED" INSTALLER(SOQ) _ 0� :RS CERTIFICATION IS REQUIRED FOR ALL IAOWTS INSTALLATIONS. S ALLATIONS. THE �NGINEER MUST BE CONTACTED WHEN THE BOARD OF HEALTH/WASTE IANAGEMENT INSPECTOR IS CONTACTED FOR INSPECTION. ALL SEPTIC CHING FIELD COMPONENTS MUST BE VISIBLE. CALL 631-728-9480 YO NNN k MAINTENANCE CONTRACT&CONTINUOUS MAINTENANCE IS REQUIRED *" PROPER FUNCTIONING OF ALL I/A TREATMENT TANKS4 ITS SYSTEM Gloll GENERAL SPECIFICATIONS: � ti� � m* MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII(SEPTIC INDUSTRY PR JD ENDORSEMENT J(INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE SUFFOLK TMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE¶563-79(II)(J). NT OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS MAINTENANCE ST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY CODE EPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON"AS BUILT"PLANS, )PERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNE R rTED TO THE DEPARTMENT PRIOR TO THE APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT IN IITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. zi � I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE w � W 1 ND USSEE O OF THEE' �WTS CO MUST CONFORM TO THE DEPARTMENT'S APPROVED )WTS GUIDANCE DOCUMENT ..� > +• F rHE STANDARDS FOR "APPROVAL AND MANAGEMENT OF w-NOVATIVE AND ALTERNATIVE rn E r 1ATCD Tbr-A-rnerr.r-r - -__- - off N =3-1VOS IN`d S A VS DIN003d r M 11001tr1 it N I J / r D r i t u crb3uxnr►e uNrniaoonn Vv ME i; ' AkL " . 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VD-000 M3SOd08d 16Z'001 a,►00,*1oLL S 031V00138 39 01 _ 3n-IS JNII�OidM ON11SIX3 r m N,. � rrw 3 :�0 3003 ZIJ 1boc'9 -4" 43J ONUIN1 1103f MJd 03SOd08d LLSVA TA-19a LLNJ 0 av([Lqj 07 a-131J 1` V0J3H1030 1Nd�bn �� ._g .os�-_ d00-1 03SOT)�13M 9 C13SOd08d - --.QS� 2131`dM: )d/M 2:131`dM onand/M A113A VSS1 13W V SONI �a ennii-1-1annn a-;giANong NI-1 i q0, 6�-(�q&o Issue Date: Set: 8/28/25 Permit Set GENERAL NOTES: 9. DIMENSIONS, ELEVATIONS, MEMBER SIZES,AND DETAILS OF DRAWING LIST 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN EXISTING STRUCTURE SHOWN IN THE DRAWINGS ARE BASED ON ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING LIMITED FIELD MEASUREMENTS AND MAY NOT BE ACCURATE. THE ® ® CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS 97 Sheet No. Sheet Title CODE,AND THE NEW YORK STATE ENERGY CONSERVATION OF THE EXISTING CONSTRUCTION AT THE JOB SITE PRIOR TO LV)a nCODE,AND LOCAL AUTHORITIES. FABRICATION OR CONSTRUCTION. ANY DEVIATIONS FOUND IN �� � PH-000 Garage-Pool House Cover Sheet 8/28/25 2. ALL DIMENSIONS AND GRADE CONDITIONS E VERIFIED THE FIELD FROM WHAT IS SHOWN ON THE DRAWINGS PH-003 Garage-Pool House Window & Door Schedule 8/28/25 O S TO B SHALL BE BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND REPORTED IN WRITING TO THE ARCHITECT AND ENGINEER PRIOR ® PH-101 Garage-Pool House Plans 8/28/25 ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN TO FABRICATION OR CONSTRUCTION. PH-200 Gara a-Pool House Elevations 8/28/25 DESIGNED FOR A SOIL BEARING CAPACITY OF TWO (2)TSF AND PH-300 Garage-Pool House Section 8/28/25 GRADES LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE DESIGNED FOR THE SPECIFIED VERTICALAND LATERAL FORCES SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. ACTING ON THE COMPLETED BUILDING. IT IS THE RESPONSIBILITY ��RED ARC OF THE CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED ��5 �y�(L K -SX' 3. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SHORING AND BRACING NEEDED DURING CONSTRUCTION TO SKYLIGHTS, EXTERIOR DOORS, WINDOWS AND DECKS ETC. MAINTAIN THE STABILITYAND SAFETY OF THE S-6 I Garage and Pool House Structural Plans 8/28/25 PARTIALLY-COMPLETED STRUCTURE AND FOR CONSTRUCTION tv Aft 4. DO NOT SCALE DRAWINGS. LOADINGS THAT EXCEED THE SPECIFIED DESIGN LOADS.P o o I H 0 u e *Structural Drawings by Maresca Associates N� g e ® 5. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER 11. DETAILS LABELED "TYPICAL"ON THE DRAWINGS SHALLAPPLY "9>1 O24802 ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR TO ALL SITUATIONS OCCURRING ON THE PROJECT THATARE THE OF NE`NIlk ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL, SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE APPLICABILITY OF THE TYPICAL DETAIL IS TO BE DETERMINED BY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE TITLE OF THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE APPLY WHETHER OR NOT THEYARE KEYED IN AT EACH LOCATION 750 Cedar Point Drive East IN THE DRAWINGS. CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT Southold NY, 11971 BETWEEN BUILDER AND OWNER. 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE INCLUDING Drawing Legend: WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT'S OR _ _ _ _ _ _ ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE waIlToBeRemoved 8. CONTRACTOR SHALL OBTAIN ALL PERMITS THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF i Existing Wall To Remain CONSTRUCTION. New Wall Existing P.C.Foundation Wall New P.C.Foundation Wall APPROVED AS NOTED VXXXX Existing CMU Foundation Wall DATE-1- Q,� B.P.f !� /„f�W 1 New CMU Foundation Wall - �✓O�1' w ——————— Lines Above FEE- = -+ BY ----------- Lines Below 631-765-1802 8AM TO 4PM FOR THE — — — — - Guidelines FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED Door Tag FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING Window Tag 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. xx Section ALL CONSTRUCTION SHALL MEET TIHE Sheet A-XXX REQUIREMENTS OFTHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR xx Detail Tag DESIGN OR CONSTRUCTON ERRORS Architect X Elevation Tag x x Axxx x Interior Elevation Tag Kramerr+deConciliis Architecture x 290 Hortons Lane, ;r r Southold, NY, 11971 Office: (631 ) 477 - 8736 o 1 -._-.. . Kramer.+deCnCi ins ARCHITECTURE 260 Hortons Lane, P.O. Box 1600 Southold, NY 11971 a Landscap Architect i � I :. I: 631-477-8736 kdcarchitecture.com i i i I Marshall Paetzel Lanscape Architecture 5 175 County Rd 48, 'V IViattituck, NY, 11952 l � ' Office: (631 ) 209 - 2410 Engineer Herrenkohl Kilpatrick Residence S.L. Maresca Consulting Engineers PE PC 750 CEDAR POINT DRIVE EAST 188-04 West Montauk Highway, Suite E4 SOUTHOLD, NY 11971 Haimpton Bays, NY, 11946 Office: (631 ) 728-9480 Garage-Pool House Cover Sheet PH -000 © 2025 Kramer+deConciliis Architecture All Rights Reserved Issue Date: Set: WINDOW SCHEDULE (BY TYPE) 8/28/25 Permit Set ROUGH OPENING NO. QUANTITY MANUFACTURER TYPE GLASS FINISH RO Width RO Height ht EGRESS REMARKS A 1 5 11kon Winldows Casement Low E Clad Ext., Ptd. White Int. 2'8 3/4" 4'9 1,/2"—4 NO B 2 likon Winldows Fixed Glass Low E Clad Ext., Ptd. White Int. 2'0 3/4" 2'0 1,/2,, NO WINDOW SCHEDULE WINDOW NOTES;: -ALL FIXED UNIVS TO BE SASH SET TYP., UNLESS NOTED OTHERWISE - QUOTE TO BE :SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING - GLASS: LOW-E„ DOUBLE-PANE, TYP. �\���FtED cy/� - WINDOW HARDWARE: TBD - EXTERIOR FINIISH: TBD, UNLESS NOTED OTHERWISE - INTERIOR FINISH: PRIMED WHITE, COLOR TBD n 1'' b -ALUMINUM SCREENS W/ INVISIBLE MESH AT ALL OPERABLE WINDOWS, UNLESS NOTED OTHERWISE - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS �'�� Oa480? �0 OF NEW Drawing Legend: Wall To Be Removed Existing Wall To Remain New Wall Existing PC.Foundation Wall New P.C.Foundation Wall Existing CMU Foundation Wall EXTERIOR DOOR SCHEDULE ______— New CMU Foundation Wall Lines Above ROUGH OPIENING ----------- Lines Below —------ Guidelines NO. QUANTITY MANUFACTURER TYPE FINISH GLASS RO Width RHO Height Thickness REMARKS 8 Door Tag 1 1 General Doors or E . Arch. Approved Overhead Cedar Clad Exterior 1010" 810" 1 3/4" Overhead Garage Door ,o, Window Tag 2 1 Ikon Sliding Clad Ext., Ptd. White Int. Low E, Tempered 611" 61B" 1 3/4" 3 1 Select Doors or Similar Swing Clad Ext. & Int. 2'8" 61B" 1 3/4" Paint Finish T.B.D. SectionX, 4 1 Select Doors or Similar Swing Clad Ext. & Int. 1 218" 61B" 1 3/4" Paint Finish T.B.D. xx Sheet A-XXX X L Detail Tag 2 EXTERIOR DOOR SCHEDULE EXTERIOR DOOR NOTES: X Elevation Tag - QUOTE TO BE :SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER - CONTRACTOR TO VERIFY R.O. ON DOOR QUOTE PRIOR TO FRAMING x - GLASS: LOW-E„ DOUBLE-PANE, TYP. x Axxx x Interior Elevation Tag - SLIDING DOOR; HARDWARE: TBD x - SWING DOOR HARDWARE: TBD - EXTERIOR FINIISH: TBD, UNLESS NOTED OTHERWISE - INTERIOR FINIISH: PRIMED, COLOR TBD - ENTRY DOOR (-HARDWARE: TBD - SMART LOCK: 'TBD, WHERE NOTED -ALUMINUM SCREENS W/ INVISIBLE MESH ATALL SLIDING DOORS, UNLESS NOTED OTHERWISE - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS & COORDINATE SMART LOCK LOCATIONS Kramer.+deConcihis ARCHITECTURE 260 Hortons Lane, P.O. Box 1600 Southold, NY 11971 I-NOTER1011 DOOF1kdcarc SCHEDULE 7-8736 dcarchitecture.com ROUGH OPENING UNIT SIZE NO. QUANTITY MANUFACTURER TYPE FINISH LOCKSET RO Width RO Height Width Height Thickness REMARKS 101 1 1 TruStile or IE ual Pocket Painted Pocket Privacy 2'5 1/2" 618" 214" 618" 1 3/4" 3 INTERIOR DOOR SCHEDULE INTERIOR DOOR NOTES: - QUOTE TO BE ;SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER - HARDWARE (TIBD) SEE SCHDULE FOR LOCKSET TYPE POCKET DOORS: TBD (TO BE CONFIRMED), TBD - SADDLES: REFER TO PROJECT NOTES - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS Herrenkohl Kilpatrick Residence 750 CEDAR POINT DRIVE EAST SOUTHOLD, NY 11971 Garage-Pool House Window & Door Schedule PH -003 © 2025 Kramer+deConciliis Architecture All Rights Reserved I i Issue Date: Set: 1 2 8/28/25 Permit Set H-300 H-200 24'-0" T.O.WALL GARAGE 5 1/2" 4'-10 3/4" 6'-7 3/4" 6'-7 3/4" 4'-10 3/4" 5 1/2" DOWNSPOUT GUTTER -VARIES, REF. LANDSCAPE i 24'-0" I DOWNSPOUT LO ' r————————————--——————————————————————————-- i I I I I ii I 6 2" I W I ui I I N a i WOOD. o I 30" I I 66 .IL. SHINGLE ROOF.I 1 I WIDE aD U) I O 1 cn o I I . WORK i I : I o I o . .I RED I I BENCH E I I qR 0 1 I q E o I 5 C G R G : I :, GARAGE - i- LL 0 r: C� Y K ti I N 1 3 I C.L.WDW DOOR / I I R f-" - - I —Y— w B�— �s GA LE P.- M TY I , M I I I _ SLAB ON I H-200 H 200 1 I . n GRADE 1 m w -1 1 I r . t I o I L � I I I w 1 I 1 _j C1 I ao -y 0 1 U) ?4802 u.i _T.O.WALL TYP PH— --�° O I V�J� +/-6"ABOVE GRADE " NE---------------J-------------------- I HOSE . 1 I I I BIB -- L ----------------------------- T­ W-------- r - -� (V CV I I I I —j L0 L STORAGE c� — 1 1 DOWNSPOUT BEV. ICE oUT OOR Drawing Legend: ' I POOL HOUSE 1 I �• OUTDOOR 1 I 1 OUTDOOR i o WET BAR ,' CAABANA SHOWER C.L.SHWR SHOWER - - -_ -_ -_ -_ = Wall To Be Removed 1 SLAB ON I SHOWER i i0 [BATH Nr - +WALL DOWNSPO T GUTTER Existing Wall To Remain o I 1 GRADE 1 i ABOVE i 2 C. .WDW+ C.L. DI OR+ obo C. WDW+ SON GIRAVELTONE R 2 g C51H-300 _o I OOM ROM 'n I ROOM H-3OO New Wall ( ---------- --------------------------J I N CURB CUT FOR DOOR Existing P.C.Foundation Wall I � I N • t ------- v M �� L ---------------------------------------- J CV �i" = - New P.C.Foundation Wall A A C.L.SHWR i Existing CMU Foundation Wall `O t� +DOOR POSTS, REF. // FLAT ROOF New CMU Foundation Wall FOR REF.STRUCTURAL 5 1/2" 6'-5 3/4" 5 1/2" T-1 1/2" 5 1/2" 6i'-5 3/4" 5 1/2" 4'-0" 3 1/2" CUSTOM STRUCTURAL i• _-----_ Lines Above METAL SC�PPER Q 8", STONE 811 FOOTINGS S& o I / i PITCH TO DRAIN ___________ Lines Below PATIO I /. � V I 8�� 22-8" 8" �.� —- - - Guidelines ( COVERE6PORCH ` ' ----------------- -------------------------------------------- — — — — — — — — — —I— — — — — — — — — =J S Door Tag DOWNSPOUT I 101 Window Tag POSTS, REF. STRUCTURAL COL. CENT R 22'-2 1/2" COL. CENTER 22'-2 112" 1 Section X, xx SheetA-XXX I PO L HOUSE Xx L Detail Tag CENT RED ON POOL x 1 4 xx Elevation Tag - H-300 � H-200 x x Axxx x Interior Elevation Tag x Garage-Pool House Foundation Plan G arage-Pool House First Floor Plan Garage-Pool House Roof Plan Scale: 1/4"' = 1'-0" cale: 1/4" = 1'-0" 3 Scale: 1/4" = 1'-0" Kramer,de Conciliis ARCHITECTURE 260 Hortons Lane, P.O. Box 1600 r------------ ---- ---__..-..- -- ---- -------------------� Southold, NY 11971 IC� 631-477-8736 Electrical Legend kdcarchitecture.com 3 Single Pole Switch FBO Decorative Fixture By Owner I GF vuP 3-Way Switch Duplex Receptacle Outlet `� Cable Connection 1 \ ; GFI Duplex Receptacle Outlet SC Smoke/Carbon Monoxide Detector 00 Appliance Receptacle Outlet GA GE o i' ® Exhaust Fan 3P Speaker W Undercabinet Light GFI W M I \ O \\ / I \ Fixture Schedule 4"Vent Thru Roof ROOF \ FBO Decorative Fixture By Owner I ( � ® Fantech-Fan light PB 110 L EV � .� � I ------ —_- --- - _=-"----- __ ---------- - ----- Leviton Porcelain Socket#9874 ......._...._..---------- -----2 --^^ 3 L Gw6 LL LL a 1LL Satco Blink Plus"Nuvo"#62-1292 I ( 4" Herrenkoh \ I C Y M NISHCI) 11/2"I 2' 11/2"' Kilpatrick OUT OR Waterproof Wall Mounted Fixture GFI GWB GVJB Residence \ — — ('FINISH Q1) \,' I (FINISH C j B S� WER Tgp LAV. SINK `\ W.C. `48'-0" EILING `,i� \ / _� \ +8'-0" EILING \ / 1ST FLOOR 750 CEDAR POINT DRIVE EAST \�� I +8'-0"ICEILING F.A.I. L \\ SC v P .r..— I -- C.O. 3 \ ( CABANA WET BAR BATH FBo FBo lFBO Garage-Pool House HOUSE TRAP Plans CONNECTTC�� COVERED PORCH L ( APPROVED 0 L _ - - - - - -_ - - - - - - - - - - - - _ _ J SANITARY SYSTEM PH - 1 01 Garage-Pool House Electrical Plan Garage-Pool House PlumbingRiser Diagram 4 Scale: 1/44" = 1'-0" 5 Scale: NTS © 2025 Kramer+deConciliis Architecture All Rights Reserved i Issue Date: Set: 8/28/25 Permit Set LI J z_ J _ .— �.____.____ ..—.—'— — -- - — — — — a � '(EREO qR -==---- -- e Garage C'/YX WOOD SHINGLE n� dg15'-7r1.2' K�'�6` T O Roof Ridge �� O� ��u 12 ROOF .., WOOD TRIM, TYP. p N� WOOD FASCIA&� B� MATCH MAIN HOUSE - - - - - - - - -- -- -- - - - - - - - - - - - - - - -- - -- -- - - - - - - - - -- - - - - - - - - - - _ .- - - - - - - -- -- - - -- - - -- --- TRIM - - -- - -- - -- -- - - - -'— - - - - - - - - - - - - - — — F 2 O 9 METAL-CLAD WINDOWS ,..., . ..^ . - 10'-9r1/4 at F N E WOOD SHINGLE WOOD SHINGLE T.O. Plate: Pool House SIDING / \ SIDING METAL GUTTERS & LEADERS 8'-3 114" AT GABLE VOLUMES, TYP. COVERED OUTDOOR WOOD CLAD _ Drawing Leaend: WOOD-WRAPPED PORCH SHOWER / GARAGE \ OVERHEAD DOOR, VERTICAL WOOD 0 POST BOARDS Wall To Be Removed DOOR \\� VERTICAL BOA BOARD SIDING o Existing Wall To Remain WOOD SHINGLE SIDING VERTICAL WOOD TY/ \'' WOOD TRIM, P O BOARD SIDING �: \ New Wall P.C.Foundation Existing Wall f \ REF. LANDSCAPE DWGS FOR GRADING New P.C.Foundation Wall - -- —' - - - \ — - - - - - — -- - - - - - - - - - - - - - - — -- — - - - —. _ - - - -- -- - -- -- -- - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -0 \, Existing CMU Foundation Wall T.O. Slat FXXXXXXZI - - - - -- - - - -- -- - -- - - - - - - - - - - - - - - - - - - - N CMUFoundation Wall � T.O Slab: Garage l New ----- vas -—————- Lines Above F ----------_ Lines Below Gara a-Pool House Elevation East Garage-Pool House Elevation North -------- ----- ---- — ------- --------- Guidelines Scale: 1/4" = 1'-0" 2 Scale: 1//4" = 1'-0" I S Door Tag i 1l)1 Window Tag I Section X, xx Sheet A-XXX xx Detail Tag x xx Elevation Tag x x Axxx x Interior Elevation Tag x w z_ J G CO 1 1�o - - -- - Ridge- - - - -Garage Kramer,de nc 1 is 15'-7r1/2" ARCHITECTURE 05 TO Roof w 260 H L B p or ons Lane, P.O. Boxt1600 WOOD FASCIA&TRIM T O Southold, NY 11971 . Plate: Garage . ;...,; WOOD T ------ ------------------- -- RIM, TYP. 10'-9 1/d° ` 631-477-8736 CUSTOM METAL - - - - - - -- - - - - - - - - - - - - - -- - -- --- - - -- -- -- - - - - - - - - - - - - - - — -- - - -- - — - - - - - - - - - - - - - - - kdcarchltecture.com FLAT ROOF TO Plate Pool House , WOOD SHINGLE \ \ COVERED METAL LEADER, TYP. \ \ PORCH o SIDING A COVERED A VERTICAL WOOD O H O BOARD SIDING \ O \ PORCH \ 2O 0 / WOOD-WRAPPED ° / �, POST, TYP. I ! — -- -- '- - - —T.O. Slab T.O. Slab: Garaged 15'-0" Garage-Pool House Elevation West i Garage-Pool House Elevation South 3 Scale: 1/4" = 1'-0" i 4 Scale: 1/4" = 1'-0" Herrenkohl i Kilpatrick Residence 750 CEDAR POINT DRIVE EAST SOUTHOLD, NY 11971 Garage-Pool House Elevations L�L PH -200 © 2025 Kramer+deConciiiis Architecture All Rights Reserved _ i STRUCTURAL RIDGE, REF.. STRUCTURAL FOR SIZING T.O. Roof Ridge Garage , - -- -- ----- ---- -- --- - ---- -- _ --- - - -- -- -- - -- --- -- - - - - - -- - - - - - ------- - - - - - - GENERAL NOTE: l� .11 15-7 1/2" REFERENCE STRUCTURAL DRAWINGS Issue Date: Set: t, FOR MEMBER SIZES 8128/25 Permit Set ' . . TYPICAL GABLE ROOF CONSTRUCTION: (GARAGE) - 100 (REF. PROJECT NOTES & STRUCTURAL DRAWINGS) qF� I Y"� \ 12 -WOOD SHINGLE ROORING ON 'CEDAR BREATHER' ©O�� , . 'qfi1-VAPOR PERMEABLE UNVDERLAYMENT -5/8"APA RATED PLYWO►OD SHEATHING � $ -ROOF RAFTERS (REF. STRUCT)W/C.C. SPRAY FOAM (R-49) , -5/8" PAINTED GWB LEDGER, REF. . STRUCTURAL FOR SIZING - - - = - -_. _- - - -I - -I- --- - --- I = - - _- -- --- -- - - - -- - - --- -- -- --- - - - -- --- --- - --- -- - -- - --- - - - -- - -- -- --- - - - - - - -- --- -- --- --- - - -- __ -- _ -- -- �.� ��' T O Plate arage � FLUSH IRE , RE F L - 10'-9 1/4" . i . . \�,�EREO ARC' �i { ROOF RAFTERS T.O. Plate: Pool House �� ���(L K� F TYPICAL WALL CONSTRtUCTION: (GARAGE) — —.—. �„ -- -- .— --- —: -- — -- --- — — — -- = -- — __�__ , _ ._...,,..�.- �,..,.--... �..�.v...-.,-_. _ — -- -- — — — -- — -- — --- -- 8'-3 1/4" WN (REF. PROJECT NOTES 1& STRUCTURAL DRAWINGS) I, . ' -WOOD SHINGLE SIDINC3 (MATCH MAIN HOUSE) I' :g -DRAINAGE PLANE INT. WALL PACKOUT . , -WEATHER BARRIER _ ___ — _ __. _,_ _- _- ---_ _ _ ___�__ _ ___ ___ __ _ — _ __ — — — STRUCTGURDALFORSIZING— U.S. Door/Window Casing �'� �24 - -- - - -1. - L - � .- -- - -. - - - - - - - - - - 802 OQk - 1.6" INSULATED SHEATHING (R-6.8) I 6'-10" �Q `l -WOOD STUDS (REF. STRUCT)W/ MINERAL WOOL(R-23) I j I HEADER, REF. F NE\1'I -5/8" PAINTED GWB I I ! I I STRUCTURAL FOR SIZING ' ' INT. WALL PACKOUT I i I I I I POST BEYOND, REF. I I , ( I I STRUCTURAL FOR SIZING HEADER, REF. STRUCTURAL I i I I i' - i N FOR SIZING j GARAGE I WET BAR COVERED PORCH I I I o Drawina Legend: oD , I _ _ _ _ _ = Wall To Be Removed r I , . Existing Wall To Remain I i . , I New Wall I . _ Existing P.C.Foundation Wall r---��,r--'-� New P.C.Foundation Wall I I , T.O. Foundation Wall /�' Existing CMU Foundation Wall . ( -' - �- _.. - - - - -- - --- — - — -- — -- — -- 8 New CMU Foundation Wall I z ..1 I,I iII!�.i II�IIIi�:I��I I. �-�I AI I � d� ------- Lines Above U-)11 c- ___1-0_I ;II,!I�II�zI�-1I1Ir_�I-_.-�,j..:I�J���',iI.�..I�.I 1 II IL I-I��I I_.I...1-I..,..I-.1��-...-�.."...-I I..-..�..�..�,.I�-.._I.__I-�iiii:I::t.:..:iiI4.i::i;� Ji ( T.O. 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AL DRAWING )I ; (REF. PROJECT NOTES & STRUCTUR S - EPDM WATERPROOF MEMBRANE 260 Hortons Lane, . - RIGID INSULATION PITCH BOARD (R-5) P.O. Box 1600 - i -5/8"APA RATED PLYWOOD SHEATHING Southold, NY 11971 - ROOF RAFTERS (REF. STRUCT)W/C.C. SPRAY FOAM (R-49) -5/8" PAINTED GWB (REF. RCP) 631-477-8736 kdcarchitecture.com . . .. . .. . . ... . . .. .... . K FLASHING CAP I R F RAFT RS . i BLOCKING AS REQ I • TO Plate: Pool House . _ WD FASCIA BOARDS 8:-T' . , - - -,_--- - '--- - -- - - - --- -= - - - -= ---- - .-- - -- -�- - - - - - - - - - - - -- - - - - --- - - - -- - --- --- --- -- -- --- - --- -- - - -- as zdI, U S Door/Window C ing . , . +6'-10,r - _ - HEADER, REF. - - . STRUCTURAL FOR - - TYPICAL WALL CONSTRUCTION: (POOL HOUSE) SIZING ) . - (REF. PROJECT NOTES & STRUCTURAL DRAWINGS , � . - - - - . ; -WOOD SHINGLE SIDING (MATCH MAIN HOUSE) . - I - DRAINAGE PLANE N -WEATHER BARRIER - - - - ' - 1.6" INSULATED SHEATHING (R-6.8) . -STORAGE -- - . WET BAR ' CABANA BA4TH - OUTDOOR � -WOOD STUDS (REF. STRUCT,)W/MINERAL WOOL(R-23) . - SHOWER I -5/8" PAINTED GWB Herrenkohl .. i - Kilpatrick 1 . . i STONE PAVER Residence . - - ON GRAVEL - - ' 750 CEDAR POINT DRIVE EAST T.O. Foundation Wale SOUTHOLD, NY 11971 8,: - —�— — — —�— _ �-'--. — -— — —'—- - -- - „ - - — -- -- --- --- --- ------ - . -- --- — --- - _- -- ---- _.-' - ----- - - - - - .----— — _ — --�— ? i— — . - ° ; Finish Floor FOUNDATION WALL CONSTRUCTION: (POOL HOUS - -- - - - . - I --- - - - - - -. - - -��°- (REF. PROJECT NOTES& STRUCTURAL DRAWINGS) - -- - - ` + - -- T O +2„ - E v C, V,- r, , • �. .,� •� � �' v v �.' v 'v Q Q E), C - ".t: ;.:;, ' ; Pis ,.: , t::;: STUCCO FINISH ABOVE GRAD OLOR T B S „ „ . ;':2:;" I 1 1/2 DRAINABLE RIGID INSULATION BELOW GRADE R-12 __.._. s ;2 , ., { ;i< 'F' �i'2 2 s' £, £ f.£ £, f i," £ ,2' TO Slab t # £; f { ;: li :: r r P IH e 2 { I�� f f �.' jj $ 3' :5 /'"1 r i"s �'', '� '# BIT MIN WATERPRO F LAYER I I {£ .5 2 U OUS O f Nn �<: f 2' £ V j .�� �2f��f��`£ ,fc ��'� 't.Spit t-, ',?r `� �t '�!` {�- 't' is 2 '? #:��. ££ Z £' 2 ;s r f 1 i if ,`3. } 3, { �< E'� �. � �� :�: :; :-£„ it:£ £. {j{ ?.#{{{ }{j }{[ {{3 f ;,: .,5 ',3'� 25 ,5 z;i Z ! . . .., 6 i �.5., 1 Orl - i _..... : ..._. ... POURED CONCRETE FOUNDATION WALL ,, ,t, „ _ II !! Section - l I 1 ".' I I i ...o :: ,,.... _._... .1 . . I _.. . . 1 i , . il,i ' :i i Z, ... : y I ., n ,i -._ i .. .._._ I i .... .._ i� ._... I I .._.. ..-::.::.'.... I i ._:.::-: �' I, .. 1 1 :.-': ..:... .. ;i i ' .. '1...J _. 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PIER ON G3 16"x16"P.C. PIER ON BASE ON P.C. PIER _ 24"x24"x12"P.C. FTG S-6 24"x24"x12"P.C. FTG BASE ON P.C. PIER 0) }- C/n^ , Z SEE-DET.G2/S-6 SEE-DET. G2/S-6 V J i O m �4"P.C.SLAB-ON-GRADE W/6x6 W1.4x1.4 WWF Q -SEE LANDSCAPE PLAN FOR EXTENT OF PATIO m U `� o o 0- � � 00 cc cc x WOOD POST ABOVE PROVIDE POST W U Oq .— ( WO— ® TYPICAL WOOD POST SHALL BE (3)-2x6 N DOWN TO FND.OR BEAM BELOW) 0. GARAGE AND PH ROOF FRAMING OVER Q FOUNDATION PLAN GARAGE & PH PLAN SCALE: 1/4" = 1 '-011 SCALE: 1/4" = 1 '-0" oF w YO co w r Y SEE SHEET S-5 FORST FES PPING DETAILS �o AROFESS�ONP 2 X 6 STUD WALL 3/4"APA RATED EXPOSURE 1 PLYWOOD SHEATHING W VJ 5/8�X 12"A.B. @ 32"O/C W COUNTERSUNK VW/3 X 3 X J"WASHER 12"FIROM EACH CORNER 2_2 X 6 MCA PLATES L.J_ rn 0 WOOD POST- TERMITE SHIELD 7 SEE PLAN FOR SIZE Z L &SILL SEAL SIMPSON POST BASE V MPB66Z OR MPB44Z 4" P.C. SLAB w/ -SEE PLAN 6 x 6 W1.4xW1.4 WWM O 1/2" EXPANSION SEAL n 12" EXPANSION SEAL CONT.#4 REBAR m GRADE AT SLAB PERIMETE O 0 1/2"EXPANSI(ON SEAL \/\/\/\/\/\/\�\/\\\ \\ /\ \\ \ \ \ \ \ \ � � 4 PC SLAB-(ON-GRADE 2„ <v�' coF- W/6X6 WIAMW1.4 WWF. \//\//\/��/�\/��//\//\// 1, �\\�\��\\�\\���/� (n PROVIDE 8"x12"SLAkB HAUNCH ° ,#5 REBAR AT TOP\/\\/\\ �' a COMPACTED W a :/\\//\\//\�/\�/\��\�/\\//\\//\ 4" PC SLAB W/ a a 4" PC SLAB W/ GRAN LLAR ��///�\// > Q ° v ° ° - \//\//\//\//\//\//\��\//\ 6x6 W1.4xW1.4 WWF. 6x6 W1.4xW1.4 WWF. M J \ \ a° a •/\\/\\/\\�\\�\\�\\�\\\\\\\ PROVIDE 8"x12" PROVIDE 8"x12" �/ = p /�� a /\ \ SURFACES BELOW\//\// SLAB HAUNC a o SLAB HAUNCH Z �\ Z \\\\\\\\\\\��\\\\\\\\\ \\ o \\ \\ \\ GRADE TYP. \\ \\ a '. -#1l5 REBAR O 0 v . .a. (\/) \/ \ " �� 3 REBAR STIRRUPS o 2-#5 REBAR •• a " 0_ W � \/\\%CONTIN oUs\ \\//\\//\\//\\//\\//\\//\\//\\//\ 16 x 16 PEDESTAL ° ° @ 65 01C CONTINUOUS 5 @16 O.C. Q \� \//\ a- . /\/\/\/\/\/\/\/\/ (D \ \ \ \ \ \ \ \ \ \ \ o \\ \/\/\ \/\ r 8 x 16" P.C. FTG. SET ON W U // // // // / // // // // // // „ „ a UNDISTURBED SOIL SET Q \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ 24 x24 x12 PC - \ \ //\ °� dd d - FTG W/3-#5 REBAR 36" BELOW GRADE-MIN. LLo cr \/\ /\/\/\/\/\/\/\/\/ EACH WAY,SET ON 2-#5 REBAR o v. (�� \ \\ \\ \\ �� \\ \\ \\ \ \ \\ \\ \\ \\ \\ \\ \\ \\ CONTINUOUS \j// // /�/ //////// ° //// /��/�/�/��/��/p / o Q Q . UNDISTURBED SOIL d.• :. a: W \j\j/\j.I\\ .\\ .\\ \\ : -� MIN. BELOW GRADE 36 \\ ° (36 BELOW GRADE) (D /\ /\ /\ / 2-#5 REBAR / / / M �'' ° \\/\\/\\/\\CONTINUOUS \\ a ° \\/\\i ON UNDISTURBED SOIL\/\ \ \ \ \\/\\/\\/\ \ \ \ \ \ DRAWN BY: RG //\\//�//\//\//\//\//\//\//\,/\//\//\//\//\//�//\//\ /\\/\\/ DATE: 05/09/25 SCALE: AS NOTED SHEET SECTION - 811 FOUNDATION POOL HOUS G1 SECTION - 16"x16" P.C. PIER @ WOOD POS G2 SECTION - COVERED PORCH 8" FND WALL rG3 3=16 SCALE: 1 " = 1 '-0'" SCALE: 1 " = 1'-011 SCALE: 1 " = 1 '-0" OF 7 SHEETS il r 5;*60 Issue Date: Set: 4114/26 PH Permit Set GENERAL NOTES: 9. DIMENSIONS, ELEVATIONS, MEMBER SIZES,AND DETAILS OF EXISTING STRUCTURE SHOWN IN THE DRAWINGS ARE BASED ON 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN LIMITED FIELD MEASUREMENTS AND MAY NOT BE ACCURATE. THE ® ® ACCORDANCE WITH THE NEWYORK STATE UNIFORM BUILDING CONTRACTOR SHALLVERIFYALL DIMENSIONSAND CONDITIONS CODE,AND THE NEW YORK STATE ENERGY CONSERVATION OF THE EXISTING CONSTRUCTION AT THE JOB SITE PRIOR TO CODE,AND LOCAL AUTHORITIES. FABRICATION OR CONSTRUCTION. ANY DEVIATIONS FOUND IN HL, rumenkoh KE I pats U 0 ut""h 11 t DRAWING LIST 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED THE FIELD FROM WHAT IS SHOWN ON THE DRAWINGS SHALL BE BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND REPORTED IN WRITING TO THE ARCHITECTAND ENGINEER PRIOR ® Sheet No. Sheet Title ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN TO FABRICATION OR CONSTRUCTION. DESIGNED FOR A SOIL BEARING CAPACITY OF TWO (2)TSF AND Res no ojen %e,%ie PH-000 Garage-Pool House Cover Sheet 4/14/26 GRADES LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN PH-003 Garage-Pool House Window & Door Schedule 4/14/26 THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE DESIGNED FOR THE SPECIFIED VERTICAL AND LATERAL FORCES SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. ACTING ON THE COMPLETED BUILDING. IT IS THE RESPONSIBILITY 1TEC PH-101 Gara a-Pool House Plans 4/14/26 OF THE CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED GN T PH-200 Gara a-Pool House Elevations 4/14/26 1 3. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SHORING AND BRACING NEEDED DURING CONSTRUCTION TO OP��1ER SKYLIGHTS, EXTERIOR DOORS, WINDOWS AND DECKS ETC. MAINTAIN THE STABILITYAND SAFETY OF THE �v PH-300 Garage-Pool House Section 4/14/26 d PARTIALLY-COMPLETED STRUCTURE AND FOR CONSTRUCTION W PH-500 Gara a-Pool House Outdoor Shower 4/14/26 4. DO NOT SCALE DRAWINGS. LOADINGS THAT EXCEED THE SPECIFIED DESIGN LOADS. t— Or _ N 1pira I ® Po%o- 1 House 5. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS SHALL APPLY ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR TO ALL SITUATIONS OCCURRING ON THE PROJECT THATARE THE d' "Reference separate Structural Drawings by Maresca Associates ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL, SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE APPLICABILITY OF THE TYPICAL DETAIL IS TO BE DETERMINED BY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE TITLE OF THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL 750 Cedar Point Drive East 6. THIS DRAWING ISAN INSTRUMENT PREPARED TO FACILITATE APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION IN THE DRAWINGS. CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT Southold NY 11971 BETWEEN BUILDER AND OWNER. 12. ATALL TIMES THE CONTRACTOR SHALL BE SOLELY 7 7 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE INCLUDING Drawing Legend: WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT'S OR — — — — — — •. Wall To Be Removed ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE - 8. CONTRACTOR SHALL OBTAIN ALL PERMITS THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF Existing Wall To Remain PERMIT SET CONSTRUCTION. New wall 1 :3 Existing P.C.Foundation Wall 4/ 14/202 /� New P C Foundation Wall /V= Existing CMU Foundation Wall New CMU Foundation Wall —————— Lines Above ___________ Lines Below -------•- Guidelines 101 Door Tag 10� Window Tag 11 X Section X, Sheet A-XXX xx Detail Tag Architect Elevation Tag x 1 x Axxx x Interior Elevation Tag Kramer+deConciliis Architecture x 290 Hortons Lane, Southold, NY, 11971 Office: (631 ) 477 - 8736 --- — — -- -- - - -- -- --- — - - - -_ -- - _ _ _- ------------ -- - Kramer+de Conciliis ARCHITECTURE 260 Hortons Lane, i P.O. Box 1600 Southold, NY 11971 Landscape Architect 631-477-8736 kdcarchitecture.com I Marshall P aetzel Lanscap e Architecture I 5175 County Rd 48, 11 IWlattituc k NY 952IL Office: (631 ) 209 - 2410 Herrenkohl Engineer Kilpatrick Residence S.L. Maresca Consulting Engineers PE PC 750 CEDAR POINT DRIVE EAST 188-04 West Montauk Highway, Suite E4 SOUTHOLD, NY 11971 Hampton Bays, NY, 11946 Office: (631 ) 728-9480 Ra ool Ho use Gara a M (View Garage-Pool House le. 3/8 - 1 -0 Cover Sheet 3D view for rendering purposes only PH -000 © 2026 K+dC Architecture All Rights Reserved Issue Date: Set: WINDOW SCHEDULE (BY TYPE) 4/14/26 PH Permit Set ROUGH OPENING NO. QUANTITY MANUFACTURER TYPE GLASS FINISH RO Width IRO Height EGRESS REMARKS A 3 Ikon Windows Alu 8 Fixed Glass Low E, Triple-Pane Clad Ext. Ptd. White Int. 2'8 3/4" 419 1/2" NO B 1 2 Ilkon Windows Alu 8 Casement Low E Triple-Pane Clad Ext, Ptd. White Int. 2'8 3/4" 49 1/2" NO C 1 2 Ilkon Windows Alu 8 Fixed Glass Low E Triple-Pane Clad Ext, Ptd. White Int. 20 3/4" 210 1/2" NO (D_WINDOW SCHEDULE WINDOW NOTES: -ALL FIXED UNITS TO BE SASH SET TYP., UNLESS NOTED OTHERWISE - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING ��REDARcti� - GLASS: LOW-E, TRIPLE-PANE, TYP. KR��F - WINDOW HARDWARE: FKS LEVER 10110, COLOR: 9016 WHITE, TO BE CONFIRMED �p - EXTERIOR FINISH: TBD - INTERIOR FINISH: WHITE, TO BE CONFIRMED (P\ �r -ALUMINUM SCREENS W/ INVISIBLE MESH ATALL OPERABLE WINDOWS, UNLESS NOTED OTHERWISE 4801 yo - REFER TO PROJECT NOTES FOR ADDIITIONAL SPECIFICATIONS of Drawing Legend: = Wall To Be Removed i Existing Wall To Remain EXTERIOR DOOR SCHEDULE New Wall Existing P.C.Foundation Wall ROUGH OPENING 3 New P.C.Foundation Wall 71 Existing CMU Foundation Wall NO. QUANTITY MANUFACTURER TYPE FINISH GLASS RO Widthi RO Height Thickness REMARKS � :, New CMU Foundation Wall ——————— Lines Above 1 Ge eral Coors or Arch. A oved Ove kpad Cedar Clad Exterior 10'0" 8'0" Overhead Garage Door ----------- Lines Below 2 1 Ikon Alu 8 - Lift,& Slide Sliding Clad Ext, Ptd. White Int. Low E Triple-Pane Tempered 619" 7'1 1/2" Insect Screen —.—.—_—_- Guidelines 3 1 Select Doors or Similar Swing Cla Ext. t hlte I ri- 2Y9 / ' fi Paint Finish T.B.D. G4 1 Select Doors or Similar Swin Clad Ext, Ptd. White Int. 2'9 1/2" 6'8" Paint Finish T.B.D. Door Tag 101 Window Tag 2 EXTERIOR DOOR SCHEDULE z Section X, Sheet A-XXX EXTERIOR DOOR NOTES: - QUOTE TO BE SUBMITTED TO ARCHITIECT FOR REVIEW PRIOR TO PLACING ORDER xx Detail Tag - CONTRACTOR TO VERIFY R.O. ON DOOR QUOTE PRIOR TO FRAMING - GLASS: LOW-E TRIPLE-PANE TYP. ' 4> Elevation Tag - SLIDING DOOR HARDWARE: FKS LEVER, 9016 WHITE INTERIOR, TO BE CONFIRMED, EXT. FINISH F9 GRAY, TO BE CONFIRMED x - SWING DOOR HARDWARE: FKS LEVER 1010, 9016 WHITE INTERIOR, TO BE CONFIRMED, EXT. FINISH F9 GRAY, TO BE CONFIRMED x Axxx x Interior Elevation Tag - EXTERIOR FINISH: TBD - INTERIOR FINISH: WHITE, TO BE CONFIRMED x - ENTRY DOOR HARDWARE: PROVIDE SOLID BLOCK & EXTRA-LONG CUSTOM BACKSET HANDLE THROW - SMART LOCK: TBD, WHERE NOTED -ALUMINUM SCREENS W/ INVISIBLE MESH ATALL SLIDING DOORS, UNLESS NOTED OTHERWISE - REFER TO PROJECT NOTES FOR ADDIITIONAL SPECIFICATIONS & COORDINATE SMART LOCK LOCATIONS Kramer+deConciliis ARCHITECTURE 260 Hortons Lane, P.O. Box 1600 Southold, NY 11971 INTERIOR DOOR SCHEDULE kdcarc7-8736 kdcarchltecture.com ROUGH OPENING UNIT SIZE NO. QUANTITY MANUFACTURER TYPE FINISH LOCKSET RO Width RO Height Width Height Thickness REMARKS 101 1 1 Redi-Primer by Simpson I Pocket IPainted Pocket Privacy 2-5 1/2" 618" 2'4" 618" 1 3/8" 3 INTERIOR DOOR SCHEDIULE INTERIOR DOOR NOTES: - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER - TYPE: FLAT PANEL DOORS THROUGHOUT, REDIPRIME #89900 OR EQUAL - FINISH: PAINTED, COLOR TBD - HARDWARE SEE SCHDULE FOR LOCKSET TYPE 1. SWING DOORS: BALDWIN L031 CUIRVED GRAMERCY LEVER W/ 5046 ROSE ESCUTCHEON, UNLAQUERED BRASS, UNLAQUERED BRASS SQUARE HINGES, TYP. Herrenkohl 2. POCKET DOORS: EMTEK NARROVIV MODERN RECTANGULAR LOCK, UNLAQUERED BRASS Kilpatrick 3. DOOR STOPS AT SWING DOORS: EMTEK CYLINDER FLOOR BUMOER, UNLAQUERED BRASS FINISH, TO BE CONFIRMED p - SADDLES: REFER TO PROJECT NOTES; Residence - REFER TO PROJECT NOTES FOR ADDIITIONAL SPECIFICATIONS 750 CEDAR POINT DRIVE EAST SOUTHOLD, NY 11971 Garage-Pool House Window & Door Schedule PH -003 © 2026 K+dC Architecture All Rights Reserved II I i Issue Date: Set: 1 2 4/14/26 PH Permit Set H-300 H-200 24'-0" T.O.WALL GARAGE 5 1/2" 4'-10 3/4" 6'-7 3/4" 6'-7 3/4" 4'-10 3/4" 5 1/2" DOWNSPOUT GUTTER Q}VARIES,REF.LANDSCAPE-1 24'-0" DOWNSPOUT -----------------I--------------------------- - - - - - 1 —T = LO I - I---------------------------------------- I 8" 1 I - 17 6" 2„ II I d 30"x 104" w I w I I N_ WOOD WIDE oo I I PLYWOOD o I I WORK I oo SHINGLE ROOF FLED A C I I BENCH i O I R 0 1 I BY GC GARAGEILL I 'C .y N i GARAGE 3 N I -- - - - - - - C.L.WDW DOOR+ 1 \� �y�L KRq,y M I I SLAB ON U i H-2OO � � i GABLE,TYP. H-2OO �/ � C� GRADE co I I I > 1 I I 0 w * yt 1 I I I I Na 1 0 1 00 � 70 N I T.O.WALL TYPPPPH - A 1 I F +/-8""ABOVE GRADE w N I I ( "9�. O 248a � O I F NE I I r I -------- ----------- U. I0 1 ----------- - � I 1 5 I L------ ----- I f — — — — — — — — — — HBISE H-50 - I - - LF-------------------------------------- a E! DOWNSPOUT STORAGE I �'' / Drawing Legend: I POOL HOUSE I I I OUTDOOR OUTDOOR - - p I I I OUTDOOR i o I I . ; `.' CAB/ANA SH0111✓/yVER I- /•/ SHOWER - - - - - - - Wall To Be Removed WET BAR C.L.S__HWR SLAB ON I I SHOWER Zo I BA7rH - -I� - +WALL DOWNSPOUT GUTTER ABOVE o v / Existing Wall To Remain GRADE I 2 (V STONE PAVER I 2 I I C. .WDW+ C.L.D OR+ C.L.WJDW+ ON GRAVEL I / New Wall L---------- ----------- ----J H-300 o I 00 _ RO M 0(0M ----- I I N // — �""'��"I Existing P.C.Foundation Wall o I CURB CUT FOR DOOR -------- 171 r L_---_---___--'-'_------------------- ----- J iV � New P.C.Foundation Wall LO LO C.L.SHWR // Existing CMU Foundation Wall REF.STRUCTURAL I I I +DOOR POSTS,REF. FLAT ROOF New CMU Foundation Wall 51/2" 6'-53/4" 51/2" T-1 1/2" 51/2" 6-5 3/4" 51/ " 4'-0" 31/2" STRUCTURAL CUSTOM /"/ / PITCH TO DRAIN _-----_ Lines Above $ STONE $„ METAL SCUPPER /" (o PATIO Zo / ----------- Lines Below ABOVE / 8" 22-8" 8" / Guidelines ------------------------ -------------- COVERE PORCH ®J Door Tag DOWNSPOUT I ,o, Window Tag POSTS,REF. COL. CENTER 22'-2 1/2" STRUCTURAL COL. CENT R 22'-2 1/2" Section X xx Sheet A-XXX I POOL HOUSE XX Detail Tag CENTERED ON POOL x 1 4 xx Elevation Tag H-300 H-200 x x Axxx x Interior Elevation Tag x N N N Garage.-Pool House Foundation Plan Garage-Pool House First Floor Plan Gara a-Pool House Roof Plan Scale: 1/4"' = 1'-0" 2 Scale: 1/4" = 1'-0" 3 Scale: 1/4" = 1'-0" Kramer,deConcibis ARCHITECTURE 260 Hortons Lane, P.O. Box 1600 -------- ----------------------- Southold, NY 11971 Electrical Legend Fixture Schedule (BY GC): kdcarchitecture.com I LL _______________________ Single Pole Switch I G I FBO ® Fantech- Fan light PB 110 L vVP t3 Three Way Switch 1 Leviton Porcelain Socket Duplex Receptacle Outlet4- 74 Sa8co Blink"Nuvo" ll i o Quad Receptacle Outlet # #62-1710/2700K FBO - GA GE i / \ Appliance Receptacle Outlet wP I O ��' --�\ - i� SC Q pp p i wP� i / = vvP I , i w FBO �Z2ov 220 V Receptacle Outlet / 1 I GFI 7\ �'�\ 0 $ Electrical Notes: � v GFI GFI Duplex Receptacle Outlet 4"Vent Thru Roof I � ROOF - - - - \ �wP Weatherproof Duplex Note#1 Keypads to be installed @ 42"to top I PROVIDE \ 1 Receptacle Outlet a.f.f. or as noted on elevations. ELECTRICAL LL SUBPANEL -----` __--3-4-- I FBO 0 Decorative Fixture By Owner Note#2 Provide dimming for all light fixtures. - -- �, AT GARAGE EV ® 1 I - -- I I �- Waterproof Wall Mounted Fixture Height of keypads &outlets above m-- r------2"_T- _ I 4" Herrenkohl \\FB 1 - 7 - - _ ""P Note#3 countertops to be coordinated with S�'C �tAGE rl l i O Cable Connection architect for backsplash layout. I FBo 6UT9 OR „/2"I T Kilpatrick - FINI IsHdwER SC Smoke/Carbon Monoxide Note#4Verify modem wiring location with SINK W 1 SF� B H Detector architect/owner in field. w.c. Residence +g_0�� C-1 C-'I' +g_0" �\ ' � + -0 1ST FLOOR CC I4ING FINISH FINISH CEI ING n Camera Outlets to be mounted horizontal, F.A.I. II----- E�LING wP Note#5 —� sC centered in base board trim, typ. s" 2" , ,i2" 750 CEDAR POINT DRIVE EAST Undercabinet Light I SOUTHOLD, NY 11971 - -- F - - - -- RING IsP Wall Mounted Speaker Note#6 Provide screwless plates, t C.O. - - - -- - -- CAMERA p p yp. 3 C-2 I \ - - � CABANA WET BAR - -- -- - - ------- - --FINISH- --- -- -- - ----\ --- -- - BATH - FBO -- - FBO - -- -- -- FBO - - - -- - - -- HOUS Garage-Pool House ---- \ -- •- • TRAP -=- ----- - - --- _ - - Plans CONNECTTO APPROVED SANITARY SYSTEM N PH - 1 01 Garage-Pool House Electrical Plan Gara a-Pool House Plumbin Riser Dia ram 4 Scale: 1/4"' = 1'-0" 5 Scale: NTS © 2026 K+dC Architecture All Rights Reserved I Issue Date: Set: 4/14/26 PH Permit Set W z _j —-—-—-......— —-—-—-—-—-— ......... ...... .................. ............—-—-—-.................................... — — — - -- — — --- — --- — — — — — — --- — — — — — — — —-—-— — — —-— —-— —-—-—-— — — — —- W T.O. C'Roof Ridge Garage K Rj WOOD SHINGLE 0 16-0"� C_1� 12 ROOF yy 8 W AYC WOOD-----,,, AYC WOOD TRIM, TYP. 01% Q 02 807 FASCIA&TRIM MATCH MAIN HOUSE U) $1............------------............--- -.-- ..... ------------- ....... ... ............. ... ... ... .......... ....................------ .................. OP N METAL DRIP CAPAT--------_ T.O. Plate: Garage FLAT ROOF METAL-CLAD WINDOWS _9 1/4 —SCONCE BY OWNER; LTO PROVIDE BLOCKING VERIFY ...... ..... ............— --------------------- -------------- LOCATION IN FIELD W/ARCH. AYC WOOD TO Plate: Pool House SHINGLE SIDING AYC WOOD METAL GUTTERS & LEADERS SHINGLE SIDING AT GABLE VOLUMES, TYP. CO)VERED OUTDOOR AYC WOOD CLAD Drawing Legend: AYC WOOD- PIORCH SHOWEReo El OVERHEAD DOOR,AYC GARAG VERTICAL WOOD Wall To Be Removed WRAPPED POST VERTICAL BOARDS BOARD SIDING DOOR , AYC VERTICAL WOOD SHINGLE SIDING I Nets�tinwgalWallToRemain l WOOD BOARD T&G AYC WOOD CASING, TYP. j Existing P.C.Foundation Wall SHOWER REF. LANDSCAPE ENCLOSURE New P.C.Foundation Wall T.O. Slab DWGS FOR GRADING ti — -------------------------------- ----- -- -------- ...... ......------ ..................— ----- ------- — I - I Existing CMU Foundation Wall 0. 'T_ --- --- ------.................. ...... ......------......------ ---------- — �T.O. Sl�ab:. Ga�rage New CMU Foundation Wall ——————— Lines Above ----------- Lines Below 151-0" Guidelines Garage-Pool House Elevation East C Scale. 1/4" 1'-0" 2 Garage-Pool House Elevation North (D-27Z Scale: 1/4" = 1'-0" j got Door Tag Window Tag Section Xxx , SheetA-XXX rxl\ r-1 Detail Tag XX Elevation Tag x xOx Interior Elevation Tag x W z W EL T.O. Roof Ridge Garage 0 Kramer,deConcilfi 16-0 s SCONCE BY OWNER; a. 4go ARCHITECTURE PROVIDE BLOCKING, VERIFY q METAL DRIP CAP AT FLAT LOCATION IN FIELD W/ARCH. METAL DRIP CAP AT FLAT ROOF ROOF W 260 Hortons Lane, AYC WOOD FASCIA&TRIM U) ...... — ------------------- ............------....... ........................ P.O. Box 1600 Southold, NY 11971 T.O. Plate: Garage C WOOD TRIM, TYP. 0._9 1/�4 631-477-8736 ❑ CUSTOM METAL kdcarchitecture.com :------------ --- -- - - - - - - -- - -- - FLAT . . . . . . . . . ROOF T.O. Plate: Pool House El AYC WOOD) COVERED METAL LEADER, TYP. 9 SHINGLE SIDING; COVERED PORCH u--VERTICAL T&G AYC PORCH WOOD BOARD SHOWER ENCLOSURE C�_ AYC WOOD-WRAPPED) 7 I —AY POST, TYP.'. T.O. Slab 011 -REF.-L-ANDSCAPE------------------------------------------------------ ------------------------ DWGS FOR STOOPS & T.O. Slab: Garage GRADING 15'-0'f 3 1 Garage-Pool House Elevation West 4 1 Garage-Pool House Elevation South - S Scale: 1/4" V-0" Scale: 1/4" V-101" Herrenkohl I Kilpatrick Residence 750 CEDAR POINT DRIVE EAST SOUTHOLD, NY 11971 Garage-Pool House Elevations PH -200 © 2026 K+dC Architecture All Rights Reserved I STRUCTURAL RIDGE, REF. STRUCTURAL T.O. Roof Ridge Garage GENERAL NOTE: Issue Date: Set: REFERENCE STRUCTURAL DRAWINGS 4/14/26 PH Permit Set FOR MEMBER SIZES TYPICAL GABLE ROOF CONSTRUCTION: (GARAGE) (REF: PROJECT NOTES & STRUCTURAL DRAWINGS) -WOOD SHINGLE ROOFING ON 'CEDAR BREATHER' ��C'-P R�9,c� 12 -VAPOR PERMEABLE UINDERLAYMENT O F -5/8"APA RATED PLYWOOD SHEATHING qO 8 - ROOF RAFTERS (REF. STRUCT)W/C.C. SPRAY FOAM (R-49) -5/8" PAINTED GWB LEDGER, REF. STRUCTURAL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T.O. PIate: Garage - -- - —'- - - - - - - -�— - -- - - - - - - - - - - -- - - - - - - -FLAT ROOF; 10,-91/4" PITCH TO CUSTOM SCUPPER FASCIA; SEE MAIN HOUSE X% p,EO Aiii ROOF RAFTERS j;j DETAILS �5 �ii KR,y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i T.O. Plate: Pool House �I TYPICAL WALL CONSTIRUCTION: (GARAGE) --- — - —_--- — — ......— -- �� � (REF: PROJECT NOTES &STRUCTURAL DRAWINGS) 8'-3 1/4" `� } a -WOOD SHINGLE SIDINIG (MATCH MAIN HOUSE) - DRAINAGE PLANE FLUSH GIRDER, REF. -WEATHER BARRIER STRUCTURAL - 1.6" INSULATED SHEATHING 1 y� 024807 �O -WOOD STUDS (REF. &TRUCT.)W/MINERAL WOOL(R-23) _ HEADER, REF. OF NE\11 PAINTED GWB M STRUCTURAL POST BEYOND, REF. STRUCTURAL HEADER, REF. STRUCTURAL GARAGE COVERED PORCH WET BAR Drawing_Legend: bo Wall To Be Removed Existing Wall To Remain COPLANAR New Wall STONE • -- .�I � _j�,,vvvvv._`_•I�i I II � i�If - I — _—II FII� —.L--O O—I R—oS - dai -o vvI —I ---------T—I � Y -I —P- i— III� -- --Z—�_- � -- —-- .—-- .—— .— � .— - ♦ xx, � x- NExeiws t P.C. .g C P..FC ouF n o du a nt ido ant Wall lWl LINE OF GWB/CONC. LINEAR DRAIN POST WRAP: HOLD 1/4„ GAP T.O. Foundation Wall Existing CMU Foundation W aal l ll TRANSITION ABOVE FINISHED STONE, 10 New CMU Foundation Wall PITCH STONE FLOOR ——————— Lines Above : T.O_Slab Pool House ----------- Lines Below ...... — ...... Guidelines0 pu, T.O. Slab Garage Door Tag t_8" o o Window Tag M Section X SheetA-XXXI REF STRUCTURAL x Detail Tag Garage-Pool House Section Elevation Tag Scale: 1/2" = 1 -0" x x Interior Elevation Tag x Kramer,deConcilis ARCHITECTURE TYPICAL FLAT ROOF CONSTRUCTION: (POOL HOUSE) (REF PROJECT NOTES & STRUCTURAL DRAWINGS) - EPDM WATERPROOF MEMBRANE 260 Hortons Lane - 5GI INSULATION PITCH BOARD (R P 0 Box 1600 - /8APARATED PLYWOOD SHEATHING Southold, NY 11971 ROOF RAFTERS (REF. STRUCT)W/C.C. SPRAY FOAM (R-49) 5/8" PAINTED GWB (REF. C 631-477-8736 kdcarchitecture.com FLASHING CAP F BLOCKING AS REQ. Plate:. _3" WD FASCIA BOARDS HEADER, REF. STRUCTURAL TYPICAL WALLCONSTRUCTION: (POOL HOUSE) (REF PROJECT NOTES & STRUCTURAL DRAWINGS) -WOOD SHINGLE SIDING (MATCH MAIN HOUSE)OUTDOO - DRAINAGE PLANESHOWERI v WEATHER BARRIER 1.6" INSULATED SHEATHING (R STORAGE 00 WETBAR CABANA BATIH WOOD STUDS (REF. STRUCT.)W/MINERAL WOOL( 5/8" PAINTED GWB Herrenkohl STONE PAVER ON GRAVEL, Kilpatrick COORDINATE WITH ResidenceLANDSCAPE ARCHITECT T.O. Foundation Wall 750 CEDAR POINT DRIVE EAST SOUTHOLD, NY 11971 - - - - - - — - - - - - - - - - - - - - 1011 ------ - - --- --- — --- - ------------- —.—.—.--- , I TO. Finish Floor TYPICAL FOUNDATION WALL CONSTRUCTION: POOL HOUSE - - — — — - (REF. PROJECT NOTES & STRUCTURAL DRAWINGS) _ v ' t21 P .o -STUCCO FINISH (ABOVE GRADE), COLOR T.B.S. - 1 1/2" DRAINABLE RIGID INSULATION (BELOW GRADE) (R T.O. Slab - BITUMINOUS WATERPROOF LAYER Garage-Pool House v 0" POURED CONCRETE FOUNDATION WALL Section t� REF. STRUCTURAL 119 I I I TYPICAL LAB ON GRADE POOL HOUSE REF. PROJECTNOTES & STRUCTURALDRAWINGS) REF. T UCTURAL 4 POURED CONCRETE SLAB WELDED WIRE FABRIC 2RIGID INSULATION (25 PSI MIN. COMP. STRENGTH R0 10 ML POLY VAPOR BARRIER PH -300 8, MIN. CRUSHED STONE DRAINAGE LAYER SET ON UNDISTURBED EXIST SUBGRADE l House Section S -P1ale: 1/2a - o0 © 2026 C Architecture All Rights Reserved II I I Issue Date: Set: 4/14/26 PH Permit Set S.S. OUTDOOR SHOWER FIXTURE, REF. PLUMBING SCHEDULE / II TAPERED WOOD CAP; RED ARC 1/4" OVERHANG / 4 KRq�tf � F n SHOWER WOOD 1X6 WOOD 1X6 VERTICAL T&G VERTICAL T&G N r VERTICAL WOOD � DOOR � I I, I �.. BOARDS BOARDS 9 024602 p BOARD SIDING �FpF NBV�y I I I Drawing Legend: X4 PRESSURE TREATED POST Wall ' CLAD IN 3/4" WOOD TRIM = ji Existing Wall To Remain II I i I w ; I I I i i I � New Wall I � Existing P.C.Foundation Wall I I I r--1 New P.C.Foundation Wall Existing CMU Foundation Wall ' EXPOSED WOOD FRAMING NewcMUFoundationwan • I I --- — ——— Lines Above '• III III III III IIII Ii I ,- - III II II I I-III I II fIIIfII I I�II I�'I-IIII 1IIIIIII III IIIIII 1IIfIIIII I I, I I,IIII III IIIII �jIIIIII.I III mIIIIIII' IIIIIIII I I I'�I IIII II III II -III III'�IIII Outdoor Shower Elevation South. , ' h � vl 1a toIIILIIIIIIIII \ 11� — O,"��IIIIIIIIIIIII � ---- - ---�-- - Lin e s B e low oE Ea Outdoor Shower Elevation North 3 GuidelinesScale: 3/4� - 1�- „ w &Sgc_aiM3/4��l Scale: 3/4n _ 1,-0 0W 0 Door Tag 'nW Window T a g >O Section X,Q SheetA-XX X co Detail Tagx + 4 1/4„ : x Elevation Tagx x xOx Interior Elevat io n Tag w 4'-1 3/4" --------3 1/2" 3/4" x (EQ. VERT. BOARDS) ALIGN B.O. ENCLOSURE W/ B.O SHINGLES -VIF W/ARCH. Kramer deConcibi s ARCHITECTURE 4'-0" 4 1/4" 1 LAYER PEA GRAVEL 4x4 P.T POST SET IN CONC. X4 PRESSURE TREATED POST 260 Hortons Lane, PITCH TO DRAIN SURROUNDING 36" MIN CLAD IN 3/4" WOOD TRIM P.O. Box 1600 BELOW GRADE ON 8" MIN. OF Southold, NY 11971 3/4" CRUSHED STONE BASE 631-477-8736 kdcarchitecture.comOUTDOOR SHOWER VERTICAL WOOD BOARD SIDING STONE PAVER ON GRAVEL Q QCOORDINATE STONE AT OUTDOOR COORDINATE STONE:Al 0 C0OUTCOOR SHOWER WITH SHOWER WITH 0LANDSCAPE ARCHITECT 3/8„x4„ STEEL EDGING LANDSCAPE w w/ FIELD WELDED STAKES ARCHITECT >1 1/2„ THICK PAVING STONE #5 REBAR STAKED w SLOPE1„ SAVD LEVELING BEDDEEP,CORNERS 24„ EXPOSED WOOD FRAMING WELDED T EDGING6 RCA COMPACTED NOTE: DRAIN TO DRYWELL I ' �FILTER FABRIC AROUND 3/8„ TOWELHOOKSNATURAL STONE BLEND REF. STRUCTURAL L'_ J Herr nk hl Kilpatrick Residence 750 CEDAR POINT DRIVE EAST SOUTHOLD NY 11971 REF. STRUCTURAL Garage-Pool House Outdoor Shower DOOR W/ HEAVY DUTY OueoorShower Section + 2-4" DOOR SPRING LOADED SS HINGES 1cad1 1/2 = -0 (EQ. VERT. BOARDS) PH -500 uoor = ower Plan(D_Sqc_a1�1 1/2S -0 © 2026 K+dC Architecture FTT All Rights Reserved