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Home My WebLink About51865-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51865 Date: 04/22/2025 Permission is hereby granted to: George J Cambourakis 71-61 Douglaston Pkwy Douglaston, NY 11362 To: Construct additions and alterations to existing single family dwelling as applied for,with SCHD approval. Premises Located at: 200 Cedar Dr, East Marion, NY 11939 SCTM#22.-1-4.1 Pursuant to application dated 03/14/2025 and approved by the Building Inspector. To expire on 04/22/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $1,460.50 CO Single Family Dwelling-Addition /Alteration $100.00 Total $1,560.50 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 a Telephone(631) 765-1802 Fax(631)765-9502 itt a r x r �at��c�1 +nny- bate Retelved BUILDINGAPPL1CA-TJM`2.10R �µr V For Office Use Only PERMIT NO. l Building Inspector: muding pP tY p i sou r Applications and forms must be filled out in their enure Incomplete applications will not be accepted. Where the Applicant is not the owner,an ((�� (�/J Owner's Authorization form(Page 2)shall be completed. N 15 C 2 V '2 D Date: OWNER(S)OF PROPERTY: Name:George Cambourakis SCTM#1000-1000-22-01 Project Address:200 Cedar Drive, East Marion, NY 11939 Town Soahaold Phone#:718.706.7196 Ext. 101 Email:gjc@set-ny.com Mailing Address:George Cambourakis,do Structural Engineering Technologies,P.C.,40-12 28th Street,Long Island City,NY 11101 CONTACT PERSON: Name:George Cambourakis Mailing Address:C/o Structural Engineering Technologies, P.C.,40-12 28th Street, Long Island City, NY 11101 Phone#:718.706.7196 EXt. 101 Email:gjc@set-ny.com DESIGN PROFESSIONAL INFORMATION: Name:Hideaki Ariizumi Mailing Address:PO Box 444, Orient, NY 11957 Phone#:631 323 1426 Email:hideaki@studioabarchitects.com CONTRACTOR INFORMATION: Name:(not selected yet) Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New`Str ctu Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other $ Will the lot be re-graded? RYes El No Will excess fill be removed from premises? ❑Yes ®No PROPERTY INFORMATION Existing use of property:Single Family dwelling Intended use of property:Same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ENo IF YES,PROVIDE A COPY. Check Box After I' eadi e : The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):Hideaki Adimmi RAuthorized Agent ❑Owner Signature of Applicant: Date: Cj I � l �� I STATE OF NEW YORK) SS: COUNTY OF SLI-p- 01 1� ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contracto(Agent, orporate Officer,etc.) of said owner or owners,and is duly authorized to p—e—Mtni 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 IA— day of ry Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YOM PROPER"I'Y OWNER AUTHORIZATION NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COWSSION EXPIRES ME 30,R�Q.. I, f residing at w--^ � 44� � k— 'AI kif �, • o hereby authorize ! /� ! �iu l to apply on my behalf to the Town of outhold Building Department for approval as described herein. Mom, ,� gnature Date Print Pwner' Name 2 UNUUNDWATER EL. 9.0- (NTS) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE AND Pool House DATE_ 1/8/25 'S R6, NO. R-24-1142 APPROVED TOTAL MAXIMUM BEDROOMS 6/0 EXPIRES THREE YEARS FROM DATE OF APPROVAL Waiver Approved In Accordance with Article 6, Section 760-614 § F of the Suffolk County Sanitary Code ....� PRoJECT: Description Date Innovative and Alternative Onsite No.�dd .... Wastewater Treatment System _�._ . _ ..._ r651 A OWTS) Cedar Drive _w �udio a/b architects West Main Street, Riverhead, NY 11901 A 631 591 2402 , 631 323 1426 , glynis@studioabarchitects.com mailing address: addre :PO Box 444 Orient NY 11957 't ~ r Owner: r e r k O a � S Layout Maria Ge Carr boura iS� �� T I( 5 .. I ' �number 2N Pro�pct number __ . — .. .— . ...—.... 21220 Date 12/21/24 C„yawn b ,a Lo _ GB y 77— b property T Map hec ked y HA ... 1000-022.00-01.00-003.000 +004.000 ..�.� \EXISTING CONTOUR LINES ARE SHOWN THUS: 30 ERE ARE NO SURFACE WETLANDS WITHIN 300' y __ T FRAME GARAGE 1 N/O/F CONC GEORGE KAITERY . )ULAR� - -CE _ _ I ao s 75° 'S So„E & THOULA KAITER 1 DEVELOPED X X— USE ONSITE WEL ENCE 24"W OV R150' TOLP X37.5 110• s N 7g° 1 X O 36.8 41 1 ° DED OF :. 77.3' r 46.5 � .4 EX T =SEXIST WELL J f .47.6 CONC.EXISTING `� PROP. 10' DIA LEACHING POOL T 33io E EXIST. CURBS i 744.745. `= VERTICAL 1X4 CE PRCVtDEA CAST IRON SH TH WHERE WASTE LINE GOES UNDER THE RETAININGWAL- R POST WALL W/36` . 0"GATE 50-0 ALL STEPPED DOWN 10 CURB n' HYDRO ACTION AN 600, hIY RETAINING WALL AIR R OVER TOW 42.5 p I EXISTING CESSPOOL SHALL BE REMOVED 1 BOW y SLATE ALLOW CONTINGENCY FOR A SECOND CESSPOOL TBA t CO ENO NG ' \ \ WALL S a .ED CVOWN%TOICURBRB VENT 5 t0(l� k 50% LP EXPANSION AREA z � 20 AMP CONNECTION TO E . S.C. T No. m a4.6 DEDICATED BREAKER ON 1000-2 -01-03 HOUSE MAIN PANEL EXISTING RAISED DECK 8 °5 '4 „E ` 1 x x '_ 3 `1 20000' } 51.2 x o t 11 1 1 ROP. STEPS AND LANDING S.C.TAX o_ I x 436 1040 22-01 04 I I r x51.5 I MIN �- a I PROP. HOT TUB , PROP. PROP. PROP.6 IA, 2' C f 20'x40' POOL L POOL PATIO L EL.441 `,. 51.3 O L OP ' 41.4 !_L PROP. POOL FEI PROP. 8' DIA. 10' 50=4 �N FOR POOL, PLAN L ;. W/GRATE `t #{ FILL BACK GRADE FLU; FFL44.2 ` } x x PATIO SURFACE, TYP. cx SET CONC 63?7 MON — r S 89° 57'40"W N/ F DEVELOPED ' NI I MA GOS ONSITE WELL 200,00, OVER 150' DI TANT C Abandonment of the existing sanitary system must be in � 1 I/A OWTS LAYOUT NOTE: F SIDE WALLS MAY BE STEPPED Department's MIDWAY IN&WING requirements.conformance with the 1'ON NORTH WING 0.5'ON SOUTH WING VERIFY WITH OWNER Submit completed form -080 as proofl r E_ Design Professional's Certification Required. I I Submit P.E. or R.A. Certification For t The Installation and Construction of the Sewage Disposal System Use Form WWM-073 Q = o W II ` . =0.1 = j U I ` ' J, LL G��Sessa,t'S S/�i � PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects Addition to Cambourakis Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT, EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EACH DRAWINGS. 1 /32 T.01 TITLE SHEET 651 West Main Street, 2 A.01 Site Plan Riverhead, NY 11901 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 631 5912402 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS, AND LAWFUL ORDERS 3 A.02 Demolition Plans 631 3231426 Owner: THE NEW YORK STATE(NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 4 A.03 Basement Plan Maria and George J. Cambourakis NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 5 A.04 First Floor Plan glynis@studioabarchitects.com NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE +*- ' 40-12 281h Street NYS PLUMBING CODE ABOVE. 6 A.05 Second Floor Plan ��'". �T� mailing address: 7 A.06 Wall Types, Insulation Schedule PO Box 444, Orient, NY 11957 Long Island City, NY 11101 NYS MECHANICAL CODE 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT Phone: 718.706.7196 NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 8 A.07 Elevations 1 and Exterior Finish Schedule DATE,- e-mail: gjc@set-ny.com APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. 9 A.08 Elevations 2 _ TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 10 A.09 BuildingSection 1 FEE - - -" client: THE REGULATING AGENCIES. NOTIF` '` ''� s, -,,TAT OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, 11 A.10 Building Section 2 '.° �"CFt THE Site Address: 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY 12 A.11 Building Section 3 631-T' Maria & George Cambourakis 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY, ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: FO" 200 Cedar Drive, 13 A. Schedules 1 0 site address: East Marion, NY 11939 SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR I. BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE DRAWINGS b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19, STANDARD METHODS OF 14 A.13 Schedules 2 200 Cedar Drive, East Marion, NY 11939 AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD 15 A.14 Typical Thermal Protection Details 2 u tel: 718.706.7196 Ext. 101 Tax Map#:1000-22-01-3 and-4 SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT 16 A.15 Typical Details 3. email: gjc@set-ny.com �T NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) 17 A.16 Staircase and Pantry Details 4. i c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. s, tax map#: 1000-22-01-3 and -4 18 A.17 Kitchen Details 1 E architect: 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. ALL Cf�� '�`-�-i1i` •�«�-I- "•.;BEET THE SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH 19 A.18 Kitchen Details 2 r--S OF NEW studio a/b architects NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS OR INACCESSIBLE TO VERIFY IN THE FIELD THE BUILDING CODE. 20 A.19 2FL North Bathroom Details 24190 MAIN ROAD PRIOR TO PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 2010 AMERICAN NATIONAL STANDARD YORK STATE. v'T ''% -�'')N`�BLE FOR ORIENT, NY 11957 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 21 A.20 Pool and Pool Patio Plans DESIGN OR CONS'J,WCTON ERRORS T: 631 323 1426 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF 22 A.21 Pool House Plans e-mail: glynis@studioabarchitects.com EXCEPT WHERE SPECIFICALLY NOTED AS"EXISTING TO REMAIN". NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION 23 A.22 Pool House Details AP ROBED AS NOTED hideaki@studioabarchitects.com R302.9 (NYS RESIDENTIAL CODE). 24 S.01 Structural Notes 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302.10(NYS 25 S.02 Foundation Layout DATE: �?�"SB,p QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. RESIDENTIAL CODE). 26 S.03 1 FL Decking Layout 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR 27 S.04 2FL and Roof Decking Layouts FEl �S�°�' � BY. 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO 28 M04 FL a Layouts NOTIFY BUILDING DEPARTMENT AT FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY OF OPERATION. NOTIFY BUILDING DEPTO ARTMENT FOR THE CONTRACT. 29 P.01 Plumbing Layouts ZONING: 30 P.02 Plumbing Layout 2 FOLLOWING INSPECTIONS: SUMMARY OF WORK 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO 31 E.01 Electrical Layouts 1 1. FOUNDATION-TWO REQUIRED CONTRACT WORK. ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE ZONED: R40 32 E.02 Electrical Layouts 2 FOR POURED CONCRETE THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN 2. ROUGH-FRAMING&PLUMBING ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. REQ. EXISTING PROPOSED 3. INSULATION 1. BASEMENT ALTERATION LOT AREA ................................ 40,000 ...............I.... 36,643 ................... SAME AS EXISTING NC �. FINAL-CONSTRUCTION MUST 1.1 CONVERT EXISTING LAUNDRY ROOM TO A KITCHENETTE 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE LOT WIDTH ............................... 150 ......................... 196 ................... SAME AS EXISTING OK BE COMPLETE FOR C.O. 1.2 CREATE A NEW LAUNDRY ROOM AT OFF-GARAGE FOLLOWING CONDITIONS: LOT DEPTH ............................... 250 ......................... 200 ................... SAME AS EXISTING NC AM CONSTRUCTION SHALL MEET THE 1.3 ADD AN EGRESS WINDOW a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO FRONT YARD ........................... 50 ........................... 33.7 ................... SAME AS EXISTING NC -AEQUIREMENTS OF THE CODES OF NEW PERFORM THE CONTRACT WORK. 1 SIDE YARD ............................ 15 .......................... 37.4 ................... SAME AS EXISTING OK YORK STATE. NOT RESPONSIBLE FOR 2. SIDING AND RESIDING ENTIRELY b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. 2 SIDE YARDS.......................... 35 ........................... 139.9 ................... 123.4 OK DESIGN OR CONSTRUCTON ERRORS 3. FIRST FLOOR ADDITION AND ALTERATION 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL REAR YARD ............................. 50........................... 81.2 .................... SAME AS EXISTING OK 3.1 ADDITION: NEW KITCHEN WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF LIVABLE FLOOR AREA ............ 850 MIN. ................ 1,677.57...................2,838.56 OK 3.2 ALTERATION: CREATE A DINING ROOM, PANTRY, AND STAIRCASE TO SECOND FLOOR, BY REMOVING ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. BUILDING AREA................................ HOUSE .......... 1,677.57...................1,677.57 EXISTING BEDROOMS; CREATE WIDER LIVING ROOM BY REMOVING EXISTING KITCHEN ADDITION ....... ...................481.05 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE DECK .......... 1,162.67 .................. 1.162.67 4. SECOND FLOOR ADDITION CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY DECK ADDITION ... .................. 75.36 4.1 MASTER BEDROOM WITH MASTER BATHROOM, 3-BEDROOMS AND A SHARED BATHROOM CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN POOL .......... .................. 821.33 SPECIFIED OR INDICATED. POOL HOUSE ... .................. 333.24 WINDOW NOTES: 5. POOL AND POOL HOUSE ADDITION TOTAL ........... 2,840.24 .................. 4,551.22 No. Description Date 5.1 ADD SWIMING POOL AND POOL HOUSE IN THE REAR YARD SOUTH 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT COVERAGE ............................... 20% MAX. ............. 7.75% .................. 12.4% OK 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE HEIGHT IN FEET....................... 35 MAX. ................. 15.8 ...........I...... 27.3 OK DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT 6. ALL RELATED MECHANICAL, PLUMBING AND ELECTRICAL WORK STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR HEIGHT IN STORY ................. 2 1/2 MAX. ............. 1 .........I........ 2 OK REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, 2. ALL EXTERIOR WINDOWS TO MEET LARGE MIS61LE IMPACT TESTING AND 130 MPH 3 SEC. GUSTS. 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS ACCESSORY BUILDING OTHERWISE PROVIDE PROTECTION PANEL AS F ER NYS RESIDENTIAL CODE R301.2.1.2 POOL HOUSE 3. SAFETY GLASS REQUIRED IN ACCORDANCE W!TH NYSBC SECTIONS 716.1.2.1 AND 2406. THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. PER SPECIFICATIONS. MAX. HT./SETBACK.......... 18/5 ................... ................... 14.5/7.76 (TO SIDE) OK 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. MAX.AREA . 660 .................. 333.24 OK 5. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED END CAPS, SAME GAUGE AS 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS STOOLS. ARE SHOWN AS NOMINAL SIZE. GFA ...................................... 4,848.20 HOUSE ................................ 1,677.57 ' 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, 1FLADDITION ......................481.05 DOOR NOTES: 2FL ADDITION ......................1,194.84 PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. POOL HOUSE ..................... 333.24 1. ALL EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS TOTAL ............................... 3,71.80 OK 2. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC. REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. GUSTS. OTHERWISE PROVIDE PROTECTION PANEL AS PER NYS RESIDENTIAL CODE R301.2.1.2 PYRAMID RULE......................... 10+45 DEG OK SEE SITE PLAN & ELEVATIONS 3. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406 (NYSBC). OPTIONS 16. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY CODE COMPLIANCE. THE FOLLOWING ARE OPTIONAL BID ITEMS. PLEASE PROVIDE SEPARATE ESTIMATES ADDING OR SUBTRACTING FROM THE BID PRICE FOR EACH ITEM. THE OWNER WILL DECIDE FINAL INCLUSION OR NOT 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND OTHER NOTES: IN CONTRACT. ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. I.) Use(s)and Occupancy Classification(s): Single Family Residence 2.) Height and Fire Area: 27.3% 2 stories; Fire Area n/a 1. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE, STRUCTURAL PANELS, AND STEEL NOTES AND (NO OPTIONS ARE INCLUDED) 18.THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 3.) Type of Construction. Type VB, 2x4 (as existing) platform construction, same as existing TESTS. SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 4.) Structural Design criteria: Engineered. 2. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR RELATED NOTES. NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 5.) Framing elements: See Structural Drawings 3. SEE A.14 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS 6.) Design load calculations: See Structural Drawings - 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 7.) Glazing protection: Required (Wind Speed 130 mile zone; 0.3 mile(<1 mile)to coast line) Provide Hurricane resistant rated windows and/or protection panels, as per Window and Door Schedule ABBREVIATIONS.20. ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE 8.) Load paths from roof to foundation: See Structural Drawings _ CONTRACT DOCUMENTS. 9.) Nailing and/or connection schedule, framing details: See Structural Drawings AFF ABOVE FINISHED FLOOR INSUL. INSULATION 10.)Means of Egress(R310 Emergency Escape& Rescue Openings): See Window Schedule and Floor Plans ALUM. ALUMINUM INS. INTERIOR 21. COPYRIGHT©2024, STUDIO A/B ARCHITECTS 11.)Plumbing riser diagram: See Plumbing Drawings THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS 12.)Location of fire protection equipment, i.e. smoke alarm: See Electrical Drawings & AND L.F. LINEAR FOOT AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY 13.)Truss design drawings with certification: n/a APPROX. APPROXIMATELY L.P. LOW POINT MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, 14. Energy calculations from designprofessional: see Rescheck report attached. ARCH. ARCHITECT MAT. MATERIAL LOCATION MAP: PROJECT OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. 15.) Manual J calculations: see attached. p @ AT MAX. MAXIMUM BLD'G BUILDING MECH. MECHANICAL 6 O BOTTOM OF B MEMBRANE OTHER REGULATORY REQUIREMENTS: C.I. CAST IRON MIN MINIMUM CONTROLLED INSPECTIONS: CL CENTER LINE MTD. MOUNTED Health Department:rtment Required New system �s proposedsed andp permit is on progress CLG CEILING MTL METAL - CONTROLLED INSPECTIONS N AS REQUIRED BY THE DOCUMENTS CLIENT AND THEquired NOT IN CONTRACT PROJECT SITE.,. O C ONS AND TESTING Q ED SOUTHOLD BUILDING DEPARTMENT � E MASONRY UNIT DEC:' of CLO CLOSET NIC Board of Trustee' Not Required CMU CONCRETE NO NUMBER N Planning Board: Not Required COL. COLUMN NOM. NOMINAL R FOR CONTROLLED INSPECTIONS AT t Required CONC. CONCRETE NTS. NOT TO SCALE THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER ZBA• No LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. FLOOD ZONE: X CONT. CONTINUOUS PLY PLYWOOD ;". (s'`; f G,rM1� 0 C.J. CONTROL JOINT O.C. ON CENTER f. . RCORRIDOR R RADIUS YARD FREINFORCING �. 37s37 Q� CU.FT CUBIC FEET RAIL'G RAILING CU.YD. CUBIC Y SITE SAFETY AND PROTECTION NOTES: DET DETAIL R.D. ROOF DRAIN Or NEON DIA. DIAMETER READ. REQUIRED �O 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL DIM DIMENSION RM ROOM ?� JURISDICTIONAL AND OSHA REQUIREMENTS. DIM DIMMER SF SQUARE FEET 1. DR. DOOR SIM. SIMILAR -cam 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, DWG DRAWING SPEC. SPECIFICATION A FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC. THEY SHOULD ADDRESS ANY POTENTIAL E.J. EXPANSION JOINT S.S. STAINLESS STEEL O INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION ELEV. ELEVATION STD. STANDARD p PROCESS. ELEC. ELECTRIC STL. STEEL E CT G2o,, EQT EQUAL TELENTRY D TEO E PHDONERMINED Ca m bo u ra ki s EQUIP. EQUIPMENT TH. THICKNES S ERV ENERGY RECOVERY VENTILATION T.O. TOP OF Residence EXIST. EXISTING TYP. TYPICAL EXT. EXTERIOR U.O.N. UNLESS OTHERWISE NOTED FF FINISHED FLOOR V.I.F. VERIFY IN FIELD FIN. FINISH OR FINISHED VV WIDTH FL. FLOOR W/ WITH ' FLASH'G FLASHING WD WOOD TITLE SHEET F.P. FIRE PROOFING W.R.B. WATER RESISTIVE BARRIER FT FEET WWF WELDED WIRE FABLIC GA GAUGE GALV. GALVANIZED G.C. GENERAL CONTRACTOR GL. GLASS GWB GYPSUM WALL BOARD H OR HT HEIGHT H.P. HIGH POINT Project number 23018 HRDWD HARDWOOD HRV HEAT RECOVERY VENTILATION Date 5/17/2024 s HVAC VENTILATING AND HE AIR CONDITIONING Drawn by HA Q `> HORZ HORIZONTAL co Checked by GB io , ti T . 01 N ON M N Scale As indicated SITE DRAINAGE NOTES: STORMWATER RETENTION CALCULATIONS: PERMEABLE GRADE SURFACE studio a b architects m � FLOW L ADDITION ROOF: 481 SQ. FT. 651 West Main Street, oa 1. All Below Grade Drainage Pipe shall be 4" Diameter Class 2400 Pipe. 24 +/- 481 SQ. FT.X 2 INCH/hr RAIN = 80.18 CUFT Riverhead, NY 11901 6t�q z =w 2. All Pipe Connections shall provide for Water Tight seals to prevent leakage. USE 8' DIA. POOL WITH RAIN CUFTNF 631 591 2402 ow 3. All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps or a GRAVEL FILLED 80.18 CUFT/22.35 CUFTNF= 3.59 VF REQUIRED 631 3231426 combination of two(2)-45 degree angle bends to provide for a uniform flow in all directions. TRENCH x� �� USE (2)-POOL,6 FT DIA. 2 FT DEEP LEACHING POOL glynis@studioabarchitects.com IN. 4. All Horizontal Drainage Pipe shall have a minimum pitch of 1/4" per foot. _ _ - F\ 5. All Class 2400 Pipe connections, where required, shall be fully grouted to Precast POOL PERMEABLE PATIO: 2,045 SQ. FT. X USE COEFF. 0.4= 818 SQ. FT. I 7� 9 Concrete Leaching Rings with Concrete Mortar. -N - mailing address: O 4 VERTICAL POOL HOUSE: 332 SQ. FT. X USE COEFF. 1 = 332 SQ. FT. _ � FILTER FABRIC PO Box 444, Orient, NY 11957 SLOPE 6. All Leaching Pools shall have Cast Iron Grate& Frames to Final Grade or Finished - � �: .�; FACE CONSIDER POOL WATER MAY SHARE _ ��. Paved Surface. - 7. Leaching pools shall be precasted concrete cement structures as manufactured by TOTAL IMPERMEABLE SURFACE AREA: 1,150 SQ. FT. ! PERSPECTIVE VIEW 1,150 SQ.FT. X 2 INCH/hr RAIN = 191.67 CUFT 4" DRAIN TILE suffolk precast inc. or equivalent. client: BEDDING DETAIL 8. All concrete cement used in the manufacturing of precast structures shall develop a USE 8' DIA. POOL WITH 42.24 CUFTNF -! ! ! ! -! ! ! ! ! ! !- SLOPED 1/8" PER minimum compressive strength of 4,000 P.S.I. in 28 days. 191.67 CUFT/42.24 CUFTNF=4.54 VF REQUIRED 12" MIN. p g y USE (1)-POOLS, 8 FT DIA. 6 FT DEEP Maria & George Cambourakis 36" MINIMUM 2 x 2 �� 9. All drainage structures shall be placed in acceptable leaching soils. In the event poor Stormwater Management-Typical Trench ANGLE FIRST STAKE TOWARD �-' '� FENCE POST leaching material is encountered, excavation is to be continued to suitable material and site address: PREVIOUSLY LAID BALE f Drain Detail �� f� �� backfilled as detailed. 4 200 Cedar Drive, East Marion, NY 11939 �� ` 10. No trench, It p WOVEN WIRE FENCE �, r pit, or other excavation shall be left open and unattended. Excavations shall = - tel: l: gjc@set-ny.com Ext. 101 (6 x 6 - 10/10 WWF) Z FLOW L ��`^L �i f 2 n be protected as directed by the Architect with fences, barricades and other approved email: gjc@set-ny.com methods. No direct payment will be made. L �^i Li �L FILTER CLOT � - J �, J--^ , r, 11. Invert elevations may be adjusted in the field to meet field conditions. tax map#: 1000-22-01-3 and -4 CAST IRON 8"THICK GRATE & FRAME CONCRETE PRECAST EMBED FILTER CLOTH L'�s�` ^, r, n 6"THICK PRECAST TRAFFIC BEARING SLAB. z_ 6"CONC. SLAB IF NOT MIN. 6" INTO GROUND �Z�.n CONCRETE UNDER DRIVEWAY PRECAST PRECAST CONCRETE NOTE: c CAP FINISHED GRADE CONCRETE PAVEMENT OR GRADE MAXIMUM DRAINAGE AREA \ / - RISER SURFACE 112 ACRE / 100 LINEAR FEET TYPICAL SILT FENCE SECTION DETAIL TYPICAL HAY BALE ANCHORING DETAIL 2p„ ..,•a Pitch 1/4" Per Fo t in. ® CLEAN SAND P TCH 1/4" PER FOOD, MIN. 26" CLEAN SAND U_ z0 ® & GRAVEL & GRAVEL Stormwater Management Typical Silt Fence LL INLET:4" ® I FILL INLET, 4 ® FILL g Yp O o Diameter ® I and Ha Bale Details II o C) ® I w DIAMETER 2 Y = Q Class 2400 4', 6', 8' DIA. U) CLASS 2400 CONCRETE AST N.T.S. =PRECAST CLEAN S�ND& / =CONCRETE O= PIPE ( LEACHING RING, -I -GRAVEt,- - -- - - - I I(LEACHING RING, SITE PLAN IS BASED ON SURVEY BY - - = - I -TYP.- LL 0- 0 Q - JOSEPH A. INGEGNO LAND SURVEYOR GROUND WATER - -' =I II III ® II I II - DATED FEBURUARY 26, 2001 i = O OOO. Z �fTTf111 I ® I =I SURVEYOR'S NOTES: li I�lII N SITUATED AT EAST MARION SUBMERGED FOR ROOF RUNOFF _ - CLEANS ND& TOWN OF SOUTHOLD �RAVEU- SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-22-01-03 GROUND WATER N 1000-22-01-04 o TOTAL AREA= 36,642.60 SQ.FT. 0.841 AC. Stormlwater Management Typical Leaching GRATE TO GRADE FOR POOL HOUSE, POOL PATIO, AND POOL No. Description Date ELEVATIONS ARE REFERENCED TO n Pool Details m N.G.V.D. 1929 DATUM U N.T.S.. EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 DISTANCE FROM EXISTIG CONTOUR LINES ARE SHOWN THUS: PLOPERTY LINE TO LP 30 " M^ � HIGHEST POINT WHERE o FRAME GRAME ARAGE - PYRAM!D RULE SHOULD � � BE CHECKED EL. 37.2'�\ --SET X N/O/F SEE ELEVATION ON A.07 CONCH � - FOR THE SKY PLANE MON X S `~-- "3s, GEORGE KAITERY MODULAR 40,7 �So 1S'S0 0- &ANTHOULA KAITERY CHECK o W WIRE FENCE 401, \ o o -X'-'X--X-_X-X \ ° Q O O tV P X \�� FENCE 24"W ^^ - x40.4 x 37.5 110. _ SET coN / PROP. STEPS. 18"TREADS, 6" RISER _ - 42, 0„ �\ ` 44 �� 790 p0" E -� - `._._. TREADS SHALL BE GRAVEL FILLED RISER SHALL BE 4 , 41.1 0° WOODED _43 36.1 36.8 - P _ _ \ I SET CONC ol .-. 44 -o o� PROP 4 HIGH WOODEN FENCE, P _ oGRAVEL W W 46 5 t/ EXIS .CONC. Gj�,WELL c (f \ o•, SLO K WALL al,s J P ASP. AWAW STEWAT„ER SYSTEMS 440e ° rn E EXISTING CONC. CURB o p a� 33�0' x 45 5 G� BYPASS TIMBER CURB 38.8 --447 �°1 0 45.0 FC ,UN�:EXIaTI( G VERTICAL 1X4 LATTICE V I t Z 26 2 v _ CESSPOOL - O o LAMP POST 1 m ( ? 50.0� Fes, { WALL W/6"X 80"GATE " 1 n LEAVE 6 EXPOSED BOND STONE -` '. N Ro6FovER d� GRAVEL AREA FOR STONE DRY WALL N CONC&SLATE a 0 ;. 376' I DRAINAGE RP��NO S AX N s t `: �o¢y 1a5 ON 4" COMPACTED GGREGATE BASE COURSE 2" MI 2" OF HEIGHT LANDING/NGI " C o; 1 1 G s ON EXISTING SOIL GRASS UPPER GRADE ER)1 I!. ` AREA PERMEABLE w 1000-2�-01-0� � '�;; ��. �� z � � ' E�`�nj. . o I PAVEMENT 51.0 44,8 a { ! 44. 4 OF COMPACTED BASE- _ „+ _ I! it' ° c� 4,� �a►u Air y� D aso o 30 6 / I� \ CLEAN COARSE AGGREGATE . a G m { a O r ( LOWER GRADE Z I 89: 5'f'4 " EXISTING DIrCK'! \°^{ 1� FOR IMPROVED DRAINAGE o - O x e 200.00' j ^ -I - FOUND �`+► -! ! -- -! -- -- ---- --j --- --' ! --- a� -- e!-- ZNIN/ y TI 51.2 xl _ { \ O� PIPE BACK FILL X-3so `- 26 •,, \FRy�O PERMEABLE PAVEMENT SAND&GRAVEL ~ �' ��`"�`'�787 Q� o STEPS AND_DING GRAVEL t\'EV'�O P 4 SAND AND GRA " S.C. TAX o. - PR ,LANDING _ : 1000-22-0104 cc:, 7.0'+1- ....... - L i x4 :. , 3.6 \ x51.5 5.0'MIN.{ :_ ._. !_. - \ \ v \... O ': 1 WATER LINE \ m o >,-- - - FOR o A "I 6x6 ACQ PERMEABLE PAVEMENT NOTES: 1 BASE MATERIAL A GRADED AGGREGATE MATERIAL, OW IN FINE ANGULAR IN SHAPE, POOL HOUSE•---,.,, � p t t , .._......_....;......', ....._. ., PREP. 8' DIA. - L S, A E, 2' DEEP DWG GUY WIRE RANGING IN SIZE FROM 3/8"TO 3/4". PROP. HOT TUB I } N M 2 GRADED AGGREGATE MATERIAL OF UNIFORM QUALITY THROUGHOUT SHALL BE 1 ' PROJECT - PROP. 20'x40' POOL SUBSTANTIALLY FREE FROM VEGETABLE MATTER, SHALE, LUMPS AND CLAY BALLS, ETC Ca m bo u ra ki s a 51.3 `� - - (PROP. .�ao 0 0 3. BASE MATERIAL CANNOT BE OF ROUND NATURE AS THIS WILL NOT LOCK TOGETHER o 40.0 ! iv G WHEN COMPACTED AND WILL NOT PROVIDE ADEQUATE SUPPORT UNDER THE POROUS PAVE - -- - o POOL FENCE O + 1 { _ a14 �! I = INSTALLATION. BASE SHOULD BE A 3/8"TO 3/8"CLEAN WASHED STONE. Residence 16'-9" +/- x - GATE HEIGHT 6 MAX., 4,MIN. rn O 0 4. BASE MAY BE REQUIRED TO BE THICKER IN APPLICATIONS WHERE HIGH WATER HOLDING Fo �� Im PROP. POOL PATIO: o O 0 C9 CAPACITY IS NEEDED. CRUSHED ROCK, AS SPECIFIED ABOVE, HAS APPROXIMATELY 18%VOID cF , 0 0 SPACE. ONE SQUARE FOOT OF BASE 4"THICK WILL HOLD APPROXIMATELY 100 CUBIC INCHES PERMEABLE PAVER DRY SILT FENCE OR OF WATER. 2" RAIN FALL PRODUCE 288 CIF OF WATER. 12"THICK OF BASE COURCE WILL 5.0'MIN. FILL GRADS Tp-�. - HAY BALE, OR z °°F t x !: ADO SURFACE TYP. 3g' o' BOTH g RETAIN THE 2" RAIN. + - - -� - 6. INSTALLATION OF BASE: BASE MATERIAL SHOULD BE INSTALLED USING EQUIPMENT 0 \ 50,4 I b { _ _`:v _ _ KE„ P1/3MIN. SLOPE Site Plan 6 -...;--.... .1.____ ._.___.; I CAPABLE OF SPREADING THE MATERIAL IN A EVEN FASHION. may%' {-:....!.:.--_...... - � 4 YP W ® � 7. AREAS OF BASE WHERE SAND OR SILT BECOME MIXED TOGETHER WITH THE BASE I , - 20.0 f 1 1/2"GALVANIZED THROUGH ROD @48"O.C. DURING INSTALLATION SHOULD BE REMOVED AND REDONE TO ENSURE ADEQUATE 7_415 /-' PROP. 8' DIA. 6' DEEP DW 0 1 GRAVEL COMPACTION AND SUPPORT. S W/GRATE 0 8. COMPACTING BASE: FINISHED BASE MUST BE COMPACTED UNIFORMLY TO A DENSITY OF ys° 6'-6" +/ ,! 25.75 NOT LESS THAN 95%OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, METHOD u v 5 1 8"+% TRENCH DRAIN D. ENSURE THAT BASE IS INSTALLED AND COMPACTED A MINIMUM OF 6" BEYOND THE '�\ sercoNc g373' o PROPOSED AREA OF POROUS PAVE INSTALLATION. IF THE BASE MATERIAL DOES NOT HAVE MONi - - 11 V_. SETCONC O x THE PROPER MOISTURE CONTENT TO ENSURE THE REQUIRED DENSITY, WET OR DRY THE 45.s Q MON Project number 23018 7o�� W o 0 0 - - - 1� BASE AS NECESSARY TO ACHIEVE 95% COMPACTION UNIFORMLY THROUGHOUT THE ENTIRE S 4 ' t i �wooDED a' 37.6 `" AREA. Date 5/17/2024 j N/O/F 00 00 i TIMBER CURB Drawn by HA Q NIKI MANGOS Checked by GB 1 Site Plan T Yp ical Sitework Details A. 01 co N N Scale As indicated LO studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 glynis@studioabarchitects.com E ROOF ROOF TO BE DEMOLISHED ROOF TO TO mailing address: REMAIN REMAIN PO Box 444, Orient, NY 11957 client: Maria & George Cambourakis A. 1 A.2- _ — A.2.4 A.2.5 A.3 A. 1 A.2 A.2.4 A.2.5 A.3 Site address: 200 Cedar Drive, East Marion, NY 11939 tel: 718.706.7196 Ext. 101 B.3 I -------------------_---------....- _-_-_—_--_-- — email: gjc et ny.com tax map#: 1000-22-01-3 and-4 ' I DEMOLISH KITCHEN PARTITIONS AND CABINETS. --.--- j l STORE CABINETS AND i ! i I APPLIANCES FOR REUSE. BEFORE ANY DEMOLITION OF I ' - - - - - - - TT - - � _ - - - - - PARTITIONS, SHORE THE FLOOR ABOVE. I I „j ! DE MOLISH THIS : I ; BASEMENT STAIRCASE AND PARTITIONS 1 i U / 7ffll- : I DEMOLISH OUT ER : —..� ;PARTITION -_ : 'F : OR TUB' i : LJL — : I I I I I I I DEMOLISH WALL No. Description Date I BEFORE ANY DEMOLITION OF ANY PARTITION OR WALL, I I I SHORE THEM TO SUPPORT STRUCTURE ABOVE. First (Floor Demolition Plan Second Floor Demolition Plan 1 1 1/8" �= 1'-0" — 2 1/8" = 1'-0" A.11 A. 1 A.2 A.2.4 A.2.5 A.3 B.3 - -- - -, _ — , !+ REPLACE KOLLY COLUMN WITH ' r i 4" STEEL TUBE COUMN, TYP. II THIS COLUMN SHALL BE REPLACED AS WELL AS 1 - ------ ------,-- ..... ---- - - -" - � -• ----- - r ' : ;' , - ,- " - '_ •• . - _, -, . _ - . RELOCATED TO SUP ORT "-------"--"- -------------- i UPSTAIRS NEW COLUMN F�ED,q�, T, I �PKI q^r Cyr B.2 ---- - - i = - DEMOLISH THIS - I BASEMENT STAIRCASE I FT i� _j`-, IUI��II-1 11LII - DEMOLISH PARTITION DEMOLISH WALL WHERE _ =�: - EXISTING EQUIPMENT SHALL —_. .----- •---- ;__-__ ALL NEW WINDOWS TO BE REMAIN. INSTALLED :I - ' = ; , j _ ANY PIPE, VENT AND SUCH WHICH PROJECT . MUST BE ACESSIBLE TO THE OUTDOOR Ca m bo u ra ki s = " SHALL BE RELOCATED TO EAST WALL B 1 Residence I I ► I Demolition Plans REMOVE LAUNDRY EQUIPMENT AND PIPES FOR KITCHENETTE INSTALLATION STORE LAUNDRY MACHINES FOR REUSE NOTES: 1.ALL EXTERIOR WALLS AND TRIMS TO REMAIN TO BE REPAINTED 2. ROOFS TO REMAIN EXCEPT WHERE PATCHED 3. ALL INTERIOR CEILINGS,WALLS TO REMAIN TO BE REFINISHED Project number 23018 4. ALL INTERIOR WOOD FLOOR TO REMAIN TO BE RE-SANDED AND Date 5/17/2024 REFINISHED n Basement Demolition Plan 5. ALL REMOVED DOORS AND HARDWARE TO BE STORED FOR OWNER'S Drawn by HA 2 J Q 1/8" = 1'-0" REUSE Checked by GB °' A . 02 0 N co N Scale 1/8" = 1'-0" studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 glynis@studioabarchitects.com EXISTING CONC. RETAINING WALL, TYP. mailing address:PO Box 444, Orient, NY 11957 .__...__... ..--_-.._.--__...— UPPER IT IS CRITICAL TO VERIFY THESE DIMENSIONS client: OF 4(COLUMN LINE) ON SITE Maria & George Cambourakis UPPER FLOOR STRUCTURE LINE SHALL BE VERTICAL 1X4 LATTICE ON TOP OF THE EXISTING COLUMN LINE site address: WALL POOL ENCLOSURE A. 1 A.2 A.2.4 A.3 200 Cedar Drive, East Marion, NY 11939 EXISTING CONCRETE CURB 1X4 CEDAR @5"O.C. tel: 718.706.7196 Ext. 101 ON 1X4 HORIZONTAL 30 -0"+/- email: gjc@set-ny.com @48"O.C. ON 2X4 ACQ BYPASS CURB FRAMING P 6x6 ACQ W/36"X 80" GATES tax ma #: 1000-22-01-3 and -4 HEIGHT SHALL FLUSH TO TOP OF DECK RAIL OR UP TO UNDER THE DECK I PROP. WASTE LINE 1 1/2"+/- I NEW STEEL COLUMN ABOVE, TYP. TO LP 3'WIDE, 80"TALL 1 1/2' 3 1/2" GATE, SAME FINISH AS ENCLOSURE WALL TYP. - o INSTALL FIRE SEPARATION WITH A DOOR (NO CHANGE EXCEPT , i t Garage COLUMNS)CD o M I EXISTING DECK ABOVE z NEW WASTE EXISTING DECK POST, TYP. I' REPLACE KOLLY COLUMN WITH TREATMENT UNIT + 4"STEEL TUBE COUMN, TYP. --- -------- � V--------- --------- -------------------------------------------------------------- I — 4 + — EXISTING DECK POST, TYP. 0'-4 1/2" - 3'-3" zo i. ri 4 - q THIS COLUMN SHALL BE REPLACED AND RELOCATED TO RIGHT UNDER I THE UP-STAIRS NEW COLUMN EXISTING DECK STAIRCASE VERIFY THE NEW COLUMN LOCATION — — — 14 PRIOR TO ANY EXECUTION Nro. Description Date Family Den j NEW DOOR - - - � EXISTING � 3'WIDE, 80"TALL GATE, Powder Room -- - - SAME FINISH AS 13 PARTITION AND DOORS, TYP. ENCLOSURE WALL 16 NEW PARTITON "� `= ram= —r i + TYP. (NO CHANGE) co (NO CHANGE) 1 I.. I Env � E i — /2" + _..__ tom._ _.� + WASTE LINE FROM HOUSE l__� -- 1% b IA.08 N ---------- {I— N lil Kitchenette EXISTING PARTITION Mech. Room Laundry Room INSTALL NEW WINDOW -;� Spare Room .x, -._ _--- 18 19 C� 15 r` (NO CHANGE EXCEPT INSTALL A WINDOW) ALL EXISTING EQUIPMENT SHALL REMAIN. ANY PIPE,VENT AND SUCH, WHICH B. sk UAV _ tj V MUST BE CONNECTED TO THE ® ® ® U I ® ( OUTDOOR, SHALL BE RECONNECTED . �' v ( TO THE EAST WALL EXISTING REMOVE EXISTING LAUNDRY EQUIPMENTS AND PLUMBMING CONCRETE CURB EXISTING DECK ABOVE CONVERT IT TO A KITCHENETTE REUSE CABINETS AND COUNTERTOP REMOVED FROM THE FIRST FLOOR KITCHEN; LEFT TO RIGHT: TALL PULL-OUT(15"W), SINK CABINET(27"W) BASE CABINET(11"W)AND LEAVING REFRIGERATOR SPACE 1 0 SOIL FILLED AND A.10 a COME ACTED bo PROP. WATER F- — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - 7 F_ - - - - - - - - I SUPPLY TO POOL AND POOL EXISTING DECK POST, TYP. I HOUSE EXISTING DECK ABOVE, PROP. POST FOR POOL ACCESS DECK, PROP. POOL ACCESS I I TYP I LANDING AND STEPS �I ABOVE,TYP. B.6 .6 — n .. e : ° a d . . l� PROJECT Cambourakis NEW POOL FENCE Residence 30'-0"+/- 26'-0"+/- L — — — — — L - - - - - - NOTES: Basement Plan 1. Q INDICATES EMERGENCY RESQUE ACCESS WINDOW WASTE LINE 1 FROM POOL A.11 2. EXISTING DIMENSIONS ARE MARKED WITH HOUSE CONTRACTOR SHALL VERIFY ON SITE —� 3. STRUCTURAL DIMENSIONS ARE MARKED WITH DIAGONAL LINE SURFACE DIMENSIONS ARE MARKED WITH ARROW HEAD Project number 23018 Date 5/17/2024 Drawn by HA Q 1 Basement 11 Checked by GB N 1/4 - 1 -0 A. 03 N O N M N Scale 1/4" = 1'-011 studio a/b architects RECONFIRM WITH 651 West Main Street, 3 BASEMENT COLUMN LINE Riverhead, NY 11901 A.16 LOCATION 631 591 2402 631 3231426 2 1 glynis@studioabarchitects.com A.16 A.11 mailing address: PO Box 444, Orient, NY 11957 30'-0" 11'- 11 1/2" 14'-0 3/4" client: Maria & George Cambourakis CA. l A 07 A 2 A.2.4 A.2.5 A 3 site address: 9 200 Cedar Drive, East Marion, NY 11939 2 A.15 tel: 718.706.7196 Ext. 101 NEW 3 1/2"X 3 1/2" STEEL TUBE COLUMN email: gjc@set-ny.com IN EXISTING WALL tax map#: 1000-22-01-3 and-4 NO WORK IN THIS ROOM EXCEPT ( i f 6'-0 1/2" CEILING AND WALLPATCH WHERE j NEW STAIRCASE TO BE CUT THE TOP OF SPACE i NEW 3 1/2"X 3 1/2"STEEL TUBE COLUMN �I f IN NEW 2X4 PARTITION VERTICAL 1X4 LATTICE REPLACE RAILING NO WORK IN THIS ROOM WALL ENCLOSURE W/36"X 80"GATE o (0 FACE TO COMPLY I o : o CURRENT NYS Lounge HEIGHT SHALL FLUSH p Co TO TOP OF DECK RAIL u BUILDING CODE, TYP. j OR UP TO p 11 f; UNDER THE DECK u --- A.16 1 - --- -- ! } EXISTING PORCH EXISTING STAIRCASE p f ADD SIDE LIGHT TO MATCH EXISTING i : ' : : I : o i " o FLU N I, a : o --------_----------.- � � : ADD POOL �. FLUSH N p —� -' f M o LATCH - ..........._ ...... . .... ........ ........ ............ _._ a Description ' It-� I : I . I f O " I at room A 07 , o r: ADD POOL < ENCLOSURE Living Hall (West Wing) --f=- ----- ;_ LATCH11- : -- a : . N .08 -...� ? Dining J x2 � EX 1 REPLACE RAILING ! �O ( + A 1 L� I ng � FACE TO COMPLY 1/2" v - [ CURRENT NYS i i __.............................................. ...... .. ... ..... ........................................._._ ....................... . .... _ i�_�___ 4 0' _. ...................... - 2:.+/- -- NEW TALL COAT CLOSET AND CHINA CABINET BUILDING CODE, TYP. - - — C _. 1 1/ ti Pantry - — I 4 0' 1/2" : I : w NEW 3 1/2" D i ( : : _ I N " �^ I�� 4� f I I I IA STEEL TUBE COLUMN I " ----- WALL CONVERTED TO 1 ! IN EXISTING : ----- SHELF PARTITION , s : t1 i : A.09 T t EXISTING WALL REPAINTED : 1 1 AM R W/SAME COLOR AS E GIRDERX nn : Y I BO EXISTING 2X4 WALL, P. f , i NEW 2X4 WAL�— L TYP. i LL NEW TALL CABINET, INCLUDING — - — — — — — MICROWAVE NICHE SPACE f NEW 3 1/2" DIA. STEEL TUBE COLUMN ' IN EXISTING WALL CONVERTED TO EXISTING DECK HOT& COLD WATER SUPPLY PIPES PARTITION RUN IN CABINET NEW ISLAND COUNTER/BASE CABINET 3 . ( O A.20 i- 1 10 NEW TALL CABINET INCL. REFREGERATOR SPACE � 0 A.10 REPLACE RAILING A,15 Kitchen FACE TO COMPLY ! INSTALL PROP. POOL FENCE CONTINUES UNDER DECK CURRENT NYS POOL — — — f BUILDING CODE, TYP< ENCLOSURE I II LATCH `�- _..............._..... ._._ EUSE EXI NG NEW I .......... ; 4 _._.. ----- - -"------------- - AS STOVE / DO T T R SI A.20 - -... -....._.. - - - - _ - - --------- I G .. .. . _ . . - N: i I ....................... . ............ . -.._..__-__-.---_--__.-._..___-- -_-_..____..--__-.-.-__---_..._........�,.�......._.......:........-. NEW COUNTER/BASE CABINET I I { NE EXTERIOR SAIRCASE l ."..-..---" --"---" - - - { € _. .. CONNECTING EXISTING DECK AND �......_ __.......... i ... .................._- NE POOL PATIO I ............ PROJECT ... 6'-81/2" 2'-5" 2'-5" 2'- 11" 2'-5" 2'-5" 6'-81/2" — _-_______ --------_ am ours is A.20 - 1 Residence --- ----- I ------------ A. 3 1 t ! First Floor Plan PROP. POOL PATIO A.16 A.11 i ! 26'-0" I I I PROP. POOL FENCE Project number 23018 Date 5/17/2024 Drawn by HA Q Checked by GB cMv n First Floor A. 04 Cq CD 0 N co N Scale 1/4" = 1'-0" studio a/b architects 2 651 West Main Street, A.16 Riverhead, NY 11901 631 5912402 3 631 3231426 A.16 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 A.2 A.2.4 A.2.5 A.3 client: 1 B•3 I - Maria & George Cambourakis / site address: 200 Cedar Drive, East Marion, NY 11939 1 OPEN TO tel: 718.706.7196 Ext. 101 BELOW 7 email: gjc@set-ny.com CA /A 1 A.07 2 A 19 A.2.4 A. .5 A 3 30"X 30"ATTIC ACCESS tax map#: 1000-22-01-3 and-4 PANEL 2 9'-9" 9'-9" 1 PLYWD DARK STAINED LOFT SILL HT:ATTIC FLOOR ° 12 - 11 1/2" 1 OPEN TO ' B ELO `D 2F Ba ro Beroom 3 / I 3 12 9 LOFT + OCq \ / `° (D A.09 OPEN TO 1. N BELOW I I B. 1 EXISTING ROOF _ iv BELOW 7'-0" 5'_7" __ I EXISTING ROOF / \ M 1 BELOW B.7 — I _. ------- ----- _ ----- - ----- -.. - -- - -- - - — — co 1 \ n _ ev N �\ A.10 i — —� j ._ i OPEN TO LOFT • N i BELOW n lh� w No. Description Date Ln i CV i w Staircase and Hallway edroom 2 M Q — �I J I 0 -0'-4 1/2" 1 ' 11'-6 1/2" I Cl)°° 1 1 A.11 9'-4 1/2" 1 1 A.07 Attic Level Plan i 1 1/8" = 1'-0" ----- r E O + O O I J NA.08 1 I ----- 13 I N 1 m RIDGE 10 1 IL ----- 1 A.2 .2.4 IA.2.5 A.3 - N 1 Z I ----- I � I I � ----- 1 w g.3 - ----- edroom 1 CATHEDRAL CEILING, TYP. A.09 �� _ ----- 11'-6 1/2" zo COLLAR BEAM, TYP. M I / ROOM PARTITION UPTO CATHEDRAL ROOF/CEILIG CV �i OTHER PARTITIONS TO STOP N 1 / AT LOFT/ATTIC LEVEL co : 0 1 " Z00 of I I 1 w O HATCHED: 8' FLAT CEILING, b z w m --- LOFT OPEN TO EACH ROOM, -.- - - OR ATTIC ABOVE, P. E, TY ROOM PARTITION UPTO U f`..7L:C.-' M Master cc_ Ba room - .... -- - _.........._..... _ CATHEDRALIROOF/CEILIG �� ,,E c- 1 10 1 10 �� Master Bedroom37 a 1 _ A.09 1 B. 1t— �- N o 9'-5 1/2' 1 0 4 1/2" ROOM PARTITION UPTO Walk-in Cl set / CATHEDRAL ROOF/CEILIG 00 0 1 B.7 io 1 1 _ / / PROJECT o - I 1 I ��; Cambourakis 1 A.10 u • Residence 9'- 1 1/2" INSTALL SHELF I K LtMtT II HANGER ROD ; FRONTAND DRESS SETBAC / AS PER DIRECTION OWNER'S 1 B•6 Second Floor Plan 2 1 1 A.08 A.11 30'-0"+/- 26'-0"+/- ® INDICATES EMERGENCY RESQUE ACCESS WINDOW 1 i A.11 Project number 23018 Date 5/17/2024 Drawn by HA Q n Second Floor 1/4" - 1'-0" n Second Floor Ceilin Plan Checked by g N �� _ 11 1/8 - 1 -0 A. 05 C) N O N M Scale As indicated LO i 51/2" studio a/b architects 3 1/2" 3 1/2" 3 1/2" 3 1/2" 1/2" 651 West Main Street,Riverhead, NY 11901 631 591 2402 631 3231426 glynis@studioabarchitects.com mailing address: EXTERIOR > INERIOR EXTERIOR < INERIOR INTERIOR INERIOR INTERIOR INERIOR EXTERIOR INERIOR PO Box 444, Orient, NY 11957 1 2 A.2 A.2.4 A.2.5 A.3 SIDING TYPE 1 -> SIDING TYPE 2 client: 3 1/2' DIA. STEEL TUBE COLUMN Maria & George Cambourakis 6.3 - site address: 200 Cedar Drive, East Marion, NY 11939 WALL TYPE 1.1: WALL TYPE 1.2: WALL TYPE 2.1: WALL TYPE 2.2: WALL TYPE 3: I I tel: 718.706.7196 Ext. 101 NEW 2X4 STUDS WALL, WITH SIDING TYPE 1 NEW 2X4 STUDS WALL, WITH SIDING TYPE 2 NEW 2X4 STUDS PARTITION, PAINTED NEW 2X4 STUDS PARTITION, SAME AS 2.1, NEW FURRING ON STEEL GIRDER AND email: gjc@set-ny.com WHITE R TO MATCH-- PERIMETER STEEL COLUMN, RDEPAINTED R BOX N 2 1 P PAINTED IN COLO -3 1/2", R15 MINERAL WOOL BATT INSULATION -3 1/2", R15 MINERAL WOOL BATT INSULATION A2.4 AND 67 GIRDER BOX COLOR TO MATCH STEEL GI tax map#: 1000-22-01-3 and -4 1.1 IN CAVITY; 1", R5 RIGID INSULATION, IN CAVITY; 1", R5 RIGID INSULATION, - IN BATHROOM, USE 1/2"WRGWB, AND ABOVE IS SHOWING COLUMN FURRING. CONTINUOUSLY CONTINUOUSLY FOR THE AREA TILED, 1/2" CEMENTICIOUS FOR GIRDER FURRING, SEE A.09 TILE BACKER BOARD, INSTEAD OF GWB -�- - - -INSTALL SOUND INSULATION IN - PARTITION AROUND BATHROOM : 3 1/2" 3 1/2" 5 1/2" 3 1/2" 3 1/2" 2.1 2.2 I `-- -- 1.1 EXTERIOR > INERIOR EXTERIOR < INERIOR EXTERIOR X INERIOR INTERIOR INERIOR INTERIOR INERIOR _ SIDING TYPE 1 SIDING TYPE 2 ' 2.1 1.2 WALL TYPE ex1.1: WALL TYPE ex1.2: WALL TYPE ex2: WALL TYPE ex3: WALL TYPE ex4: B. 1 - - - - - - - EXISTING 2X4 STUDS WALL, WITH SIDING TYPE 1 EXISTING 2X4 STUDS WALL,WITH SIDING TYPE 2 EXISTING 2X6 STUDS WALL, WITH SIDING TYPE 2 EXISTING 2X4 STUDS PARTITION EXISTING 2X4 STUDS EXTERIOR WALL CONVERTED TO BE A PARTITION 2,2: : -ASSUMING MIN. 3 1/2", R13 BATT INSULATION IS -ASSUMING MIN. 3 1/2", R13 BATT INSULATION IS -ASSUMING MIN. R13 BATT INSULATION IS -REPAINTED WHITE 6.7 EXISTING, ADD R5, 1" RIGID INSULATION, EXISTING, ADD R5, 1" RIGID INSULATION, EXISTING -REPAINTED WHITE CONTINUOUSLY CONTINUOUSLY ADD R5, 1" RIGID INSULATION, CONTINUOUSLY :2 1 TypesWall _1 -011 1 �� No Description Date 1.1 i Wall Types B.6 Type - Mark Description Wall Construction Wall Thickness Type Comments 1.1 New 2x4 Exterior Wall Siding Type 1; WRB; 1/2"Plywd Sheathing; 2x4 studs: 1/2"GWB 6 1/4" R15 cavity batt insulation + R5 rigid insulation, Interior paint color white 1.2 1.2 New 2x4 Exterior wall Siding Type 2; WRB; 1/2"Plywd Sheathing; 2x4 studs: 1/2"GWB 6 114" R15 cavity batt insulation+ R5 rigid insulation, Interior paint color white 2.1 New 2x4 partition-white(where tiled see tile <varies> <varies> Painted color white,Where tiled, tile on 1/2"the backer board Second Floor Wall Type Layout schedule) 4 1/8" - 1 1-0" 2.2 New 2x4 partition-redidish brown <varies> <varies> Painted color to match A2.4 and B7 Girder box 3 Furring on Steel Gieder and perimeter steel 1/2"GWB; studs see Details on A.09 Install insulation to wrap the perimeter column column -redish brown A.16, and A17, ex1.1 Existing 2x4 Exterior wall Siding Type 1; WRB; 1/2" Plywd Sheathing; 2x4 studs: 1/2"GWB 6 1/4" R15 cavity batt insulation is assumed, add R5 1" rigid insulation, Interior paint colorwhite ex1.2 Existing 2x4 Exterior wall Siding Type 2; WRB; 1/2" Plywd Sheathing; 2x4 studs: 1/2"GWB 6 1/4" R15 cavity batt insulation is assumed, add R5 1" rigid insulation, Interior paint color white ex2 Existing 2x6 Exterior wall Siding Type 2;WRB; 1/2" Plywd Sheathing; 2x6 studs: 1/2"GWB 8 1/4" R19 cavity batt insulation is assumed, add R5 1"rigid insulation, interior existing to remain - ex3 Existing 2x4 partition 1/2"GWB; 2x4 studs; 1/2"GWB 4 1/2" Repainted ex4 Existing 2x4 Exterior wall to become Partition New 1/2" GWB; Exist. Sheathing: Exist. 2X4 studs; Exist. GWB j 5" Repainted color white, except double GWB shall be color to match A.2.4 and B7 girder box ex1.2 A. 1 A.2 A.2.4 A.2.5 A.3 SEE A.12 FINISH NOTES FOR PAINT AND STAIN COLORS. t i I ex1.1 j w u; ¢< 3 � XOa I : j ex2 iij C� m Q ex3 2.2 (,L I Li \J1.11.111",................... _ ex3 ..... ........ .. ............................................... ................:.:. - ex3 C, ex1.1 2.1 i =a 4 : 2.2 j E T .. B. _ Y ; a , 22 Cambourakis Residence eX2. ex4 1.1 3 3 Insulation Schedule Wall Types, Insulation phase Construction Material Thickness, R value Note Schedule - New Roof/Ceiling g Foam Insulation pus Mineral Wool Batt 3" R1 m 7 1/4" R3 0 o Roof vent required N R •"n Hybrid, Closed Cell Spray F n I 9 Spray Foa + N equ• Insulation between rafters Batt, total R=49 New Exterior 2x4 Walls Hybrid, Continuous Rigid Insulation on WRB on sheathing; Mineral 1" R5 Rigid +3 1/2" R13 Batt, Wool Batt Insulation between Studs total R=18 1.2 Existing Exterior 2x4 Walls, existing Hybrid, Continuous Rigid Insulation plus assumed Glassfiber Batt 1" R5 and assumed 3 1/2" R13, Project number 23018 insulation between studs total R=18 min. Date 5/17/2024 New Floor above conc. on-grade slab Mineral Wool Batt Insulation between Joists 5 1/2", R23 New Shim space around window and door Fill all along the shim space with flexible spray foam insulation Drawn by HA Q New Partiton and floor/ceiling around Bathroom Mineral Wool Batt sound insulation Checked by GB M First Floor Wall Type Layout New Pool House Foundation wall & under slab Continuous Rigid Insulation on exterior or interior side of foundation 2" R10, minimum T below grade wall 1/8" = 1'-0" A. 06 CD N N co N Scale As indicated B.7 B.B.Ei 6.3 Exterior Finish Schedule studio a/b architects 1 1 A.10 A.09 Construction Exterior Finish Color Notes 651 West Main Street, Riverhead, NY 11901 New Foundation wall Parged on concrete light gray 631 591 2402 Existing Wall Replace siding (T.B.D.) Type 1: Dark Gray;Type 2: Add 1"R5 rigid insulation on 631 3231426 Light Gray exterior side of glynis@studioabarchitects.com WRB/sheathing mailing address:New Wall T.B.D. Type 1: Dark Gray; Type 2:Light Gray PO Box 444, Orient, NY 11957 Trim 5/4x2 Wood Painted white Soffit 1/2" PVC board white client: NEW ROOF Fascia 1x2 on 1x6 painted light gray Pool House Drawings for Size Maria & George Cambourakis New Roof Asphalt Shingles to match existing light gray or white Existing Deck Railing Replace face with stainless steel wire Add structure as needed site address: New Deck Staircase bridging existing deck and pool Treads: 5/4 x 6 Cedar; Stringer: ACQ; Natural, sealed 200 Cedar Drive, East Marion, NY 11939 patio Post: ACQ; Railing: Railing: Cedar tel: 718.706.7196 Ext. 101 Post w/Stainless cable face email: gjc@set-ny.com Deck Staircase Enclosure Vertical 1x4 Cedar @5"O.C. Beaching Weathered On 2x4 ACQ Framing, tax map#: 1000-22-01-3 and -4 Stain 2-Gates Wood Fence Vertical 1x4 Cedar @5"O.C., Weathered Bleaching Stain r7Pool Patio Bluestone slab Pavement, permeable NEW WALL open joint Pool Fence Code complying wire mesh Outdoor Shower Fence Vertical Cedar @4"O.C., Bleaching weathered On ACQ framing and post i Stain ----------------_.._..__ -..-_.______.__.._.__._____ -__._.__..____._. _ Outdoor Shower Pergola 2x6 Cedar @16"+/-O.C., Bleaching weathered On ACQ framing and post 0 0 � Stain W w w EXISTING ROOF z NEW ROOF EXISTING ROOF �_ z LD EXTENSION — — z W � — _ - _ — _ _ Second Floor W 55' - 55/8" z _ .-_ ___ _--_-..------------.____�------------ ----� EXTERIOR FINISH NOTES: w _______.__. . .-_--..-_..-...-.-__._- � ----- --- ; 1. ALL EXISTING SIDING TO BE REPLACED WITH type 1 or 2 SIDING ON 1" RIGID INSULATION. SIDING NAILS TO BEAT II ! EVERY STUDS AND MIN. 1 114" INTO STUDS EXISTING BAY WINDOW 2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. li I p IJiI EXISTING WALL, REPLACE - -- — - SIDING W/TYPE 1 _ First Floor 46' - 8 3/8" No. Description Date I : : : _.. : ' ! _ ' - EXISTING PORCH NEW FOUNDATION WALL ------ ....._ - - _... _. _ __..__ _ - --__.. _ __._ _...... PARGE TO MATCH EXISTING EXISTING ENTRY DOOR NEW 1 FL WALL \EXISTING 1 FL WALL n East Elevation NEW SIDE LIGHT STYLE &SIZE TO MATCH EXISTING \ 1/4" = 1'-0" \ \ A.3 A.2.5 A.2.4 \\ A.2 A. 1 I I A.1 I, \ 38.25' 1 EL. 74.17' 3 \ A.11 \ PYRAMID RULE LIMIT \ 10'ABOVE PROPERTY LINE AT ELEV. 37.2' + 10' + \ DISTANCE TO THIS ROOF HP. 38.3' \ = 37.2+10+38.3=85.5 >74.17 \ SEE SITE PLAN FOR PLAN VIEW OF THIS NEW ROOF NEW 2FL WALL \ EXISTING CHIMNEY \ z \ o EXISTING ROOF I 111111 111 I N p -�FRED EXISTING ROOF O \ q� Second Floor �� °'3,s7�g It '/� _.---------_._�-55' --5 5/8"— EXIST] G DECK REPLACED RAILING r:7 . -- _-- — REPL CE OR ADD RAILING WITH CODE COMPLIANCE RAIL FACE EXISTING DECK EXISTING STAIRCASE NEW ENCLOSURE EXISTING 1FL WALL \ �I VERTICAL 1X4 CEDAR PROP. EXISTING DECK REPLACE SIDING TYPE 2 ( STAIRCASE ENCLOSURE FLUSH LATTIC @5"O.C. !i \ PROJECT b ki a m o a s , I First Floor PROP. POOL FENCE Residence r— .. ._..-.......... _.......� _ _ ........ ......��ffi� .... n. pares� m. _ _ _ _ _ n I _ Elevations 1 and . . ... . ......... , , I I I i rs ij ................ .. . o Exterior Finish 1 -- I I o 0 � I II I ! i i ; : _ S h c edu e ; H, , , i : Project number23018 I I 9 o _...... _..... W g i iDate 5/17/2024 _... : I : i , � : is : . EXISTING CONC. WALL EXISTING DECK COLUMN I Drawn by � ............ I HA I ! �A : GATE GATE Checked by �,B EXISTING BASEMENT WALL North Elevation Staircase Enclosure (Satelite Pool Fence) A. 07 0 n East Elevation 1/4" = 1'-0" Scale As indicated B.3 B.2 A 09 B. 1 B.7 1 A.10 B•6 studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 5912402 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 I I I I I NEW ROOF > client: Maria & George Cambourakis site address: 200 Cedar Drive, East Marion, NY 11939 NEW WALL tel: 718.706.7196 Ext. 101 SIDING TYP B email: gjc@set-ny.com tax map#: 1000-22-01-3 and-4 J EXISTING CHIMNEY EXISTING ROOF — — — — — — — — — — _ Second Floor - - 55' - 5 5/8" EXISTING WALL i POOL FENCE REPLACE SIDING TYPE B j I. POOL FENCE Fln PROP. DECK STAIRCASE ENCLOSURE — -- _ First Floor -- - --- -- —_ ---- - 46 - 8 3/8 rm Nos Description Date i r. .aoo .......-_- ............. ..... - ... ......... ........... .. . ... .... .. ............. _ _ -. .._. .. �q .._...._..._. ......... .. ... ..._..... _ ..._-._ -- NEW WINDOW - ...... .. ........ ._...._. .. _. ........_ ... A. NEW LL .. _... : :.... � _. . -......... : : _... ... ! _ . -.._.... _ :.I:.: _ STUCCO PARG FOUNDATION A ON CMU . __._EXISTIN � WALL.._ _. ___._..._ _..._. _...�._..... i - __..-. REPLACE SIDING TYPE B... ....._ ---:.._, n West Elevation A. 1 A.2 A.2.4 A.3 SAME AS WALL I I I 1 EXISTING A.11 I I I NEW ROOF I NEW WALL REPLACED RAILING ,ti4 ` J za EXISTING ROOF �7 4- Second Floor ------- _____-----______.._____.___ 55' - 5 5/8" A.20 5 -— __ — --- -----— A.20 — ------ i DECK STAIRCASE ENCLOSURE _ _ I PROP.4'WOOD FENCE PROJECT Cambourakis i Residenc POOL FENCE I e : t First Floor _ 6' - 8 3/8' — First Floor ----- - - Pool Patio Level; - El" -FT- TT -- _ , - - • -- - — -- : : --- a , : ,t �q - - : : : . : ........ I i Project c number Date 5/17/2024 Drawn by HA NEW POOL ACCESS STEP Q S AND LANDING POOL FENCE HEIGHT FOL OWS NEW FOUNDATION WALL Checked by G13 � GRADE, 6' MAX. 4' MIN. n South Elevation PARGERD A. 08 C) N co Scale 1/4" = 1'-0" LO � B.7 A.2 A.2.4 2A 5 A.3 A.2.�� studio a/b architects WALL CENTER 11'- 11 1/2"+/- T-6 1/2"+/- 6'-6" ABOVE 651 West Riverhead, NY Street,ain NY 11901 FLUSH 31 1/2„ 631' 631 591 2402 glynis@studioabarchitects.com Second Floor — e55n�5 5/8r mailing address: ff 55 5 5/8 g NEW 3 1/4"X 7 1/4" 1.3E LSL NEW 3 1/4"X 7 1/4" 1.3E ATTIC FLOOR: PO Box 444, Orient, NY 11957 JOIST BOTTOM FLUSH TO I LSL JOIST BOTTOM 3/4" PLYWD SHEATHIN EXISTING CEILING JOIST FLUSH TO EXISTING PAINTED ON 2X6 CEILING JOISTS client: EXISTING 2X6 CEILING JOIST CEILING JOIST Maria & George Cambourakis N ( site address: W12x30 N 2X6 NEILER 200 Cedar Drive, East Marion, NY 11939 TOP FLUSH �, �' 2X6 NAILER 2 3 1 tel: 718.706.7196 Ext. 101 TO LSL A.16 A.16 JOISTS A.11 email: gjc@set-ny.com 3-2X3 SHOULDER ON BOTH 3-2X3 SHOULDER ON W12X30 I SIDES I �`l. I I tax map#: 1000-22-01-3 and -4 1/2" GWB WRAP TOP FLUSH \ PAINTED BOTH SIDES TO NEW 5 1/4" 5 1/4" ON STEEL GIRDER WEB 5 1/4" ON STEEL GIRDER WEB JOISTS ADD SHIM AS REQUIRED ADD SHIM AS REQUIRED FOR ADJUSTMENT FOR ADJUSTMENT 1 3/4" BETWEEN STEEL GIRDER BETWEEN STEEL AND EXISTING CEILING NEW ROOF CONST: 0'-10 1/2" GIRDER AND EXISTING JOISTS _ ASPHALT ROOFING CEILING JOISTS 7 3 1/2 TO MATCH EXISTING ON ASPHALT FELT ' ON 3/4" PLYWD SHEATHING TA/C& HEATING DUCT ON 2X12 RAFTERS @16"O.C. INSTALL HYBRID, CLOSED CELL SPRAY FOAM Typical Section Detail through A.2.4 Girder Typical Section Detail through B7 Girder INSULATION, 3" R19, 1 2 1 1/2" ' 1'-0" 3 1 1/2" — 1'-0" PLUS MINERAL WOOL BATT INSULATION 7 1/4" R30,TOTAL R=49 2X6 COLLAR EAMS BETWEEN RAFTERS @ 48"O.C., S AINED FOR STEEL COLUMNS PLAN DETAILS, SEE A.15 NATURAL HONEY YELLOW _ Attic SUPPLY GRILL - - _ - - - _ - - - 1/2"GWB PAINTED 7 TYPICAL NEW WALL CONST: _16" NEW SIDING ON 1", R5 RIGID INSULATION, — , OR AS EXISTING CONTINUOUSLY ' - CUT EXISTING ROOF OFF --� ON WRB ON 1/2" PLYWD SHEATHING / `° ,� �� WHERE NEW 2FL ON 2X4 STUDS @16"O.C. ,' / ADDITION TO BE INSTALL 3 1/2", R15 MINERAL WOOL BATT INSULATION ` IN CAVITY /� Staircase and allway �/ Bedroom 1 w I EXISTING ROOF No. Description Date L i Q Q J �N a PACE: KNEE S _ _ _ o LL O INSTALL 5 1/2", R 23 + 7 1/4 R-30 TOTAL R 53 \ MINERAL BATT INSULATION, o a- / w OR HYBRID, CLOSED CELL SPRAY FOAM INSULATION, 3" R=19 BETWEEN RAFTERS, PLUS MINERAL WOOL BATT INSULATION 7 1/4"R=30, ` TOTAL R=49, BETWEEN CEILING JOISTS ` o `� co A.09 Second Floor - - - - - - - - - - - - - — — — — — 55' - 55/8" 3'-0" I —/ EXISTING 2X6EXIST -- - -�_._ CEILING JOIST TO BE I PRESERVED NG CEILING EIGHT --- ----- I ( NEW 3 1/2"X 7 1/4" 1.3E LSL JOIST --- 0'-4 1/2" I @16"O.C. BOTTOM FLUSH TO it CEILING JOIST EXISTING WALL TO REMAIN LivingHall West Wing) ( I ( I I I l j Pantry Dining 1 I I I I I 4 0 EXISTING 2X8 JOIST FLOOR — — `,C�CREpq _ _ First Floory I 46' - 8 3/8" a �9 fi s yl, m - -i --..... _ ; EXISTING ,' ... _--------- : GIRDER -_ _ — = --- ....... _..._. -- _ : EXISTING , i -....--.-_..__.-__ __"--"_.."_._._..____ COLUMN --___------------"_-___ Mech. Room I Laundry R om i TO BE :............ ------ i ............... ............ 1 ... _ ._ i.-.._'.-........... - REPLACED - - � 1 21 1.:.....:......:... ..-......:.:�.... _ PROJECT Spare Room ! .....:. : :.. CanlbourakiS t � I -- - -- - ;# � NO WORK IN THIS ROOM � I� !i - --- UNLESS MECHANICAL OR ELECTRICAL - es i d e n ce j ! UPGRADE IS REQUIRED) �\ _._._—�._..._ i :... ............... I1....- ...... . — _ — a el - 3 11 3/ Building i l d Section 1 �a m - g ; i : . -- : i - - -- - Basement- _-_ _ _ ---- - - _ -- --- -- - -- - -- - --- -- - --- - - - - - - -- -- - 7 8 3/8 i. — — -- - - -- - - - - _ - - - - _ _ - -- ----- -- 3 : : : : : i : - 1 : : ............. _. i f. o1e 23018 Pr ct number : - - --- 5/17/2024 i.... .... Date : 1 i : i : i : _...... y a HA 2 : -.. Y Typical West-East Section thru Seccnd floor Checked b GB < n Addition on Existing First Floor A . 09 N O N C0 M N Scale As indicated studio a/b architects 651 West Main Street, A.2 A.2.4 A.3 Riverhead, NY 11901 631 5912402 631 3231426 26'-0" glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 I I I client: Maria & George Cambourakis NEW ROOF CONST: site address: ASPHALT ROOFING 1 TO MATCH EXISTING 200 Cedar Drive, East Marion, NY 11939 A.11 ON ASPHALT FELT tel: 718.706.7196 Ext. 101 ON 3/4" PLYWD SHEATHING email: gjc@set-ny.com ON 2X12 RAFTERS @16"O.C. tax ma #: 1000-22-01-3 and -4 INSTALL HYBRID, CLOSED CELL SPRAY FOAM P INSULATION, 3" R19, j PLUS MINERAL WOOL BATT INSULATION 7 1/4" R30, TOTAL R=49 BETWEEN RAFTERS I I I 2X6 CO LAR BEAMS @ 48" O.C., PAINTED LOFT FLOOR: TYPICAL NEW WALL CONST: 3/4" PLYWD SHEATHIN NEW SIDING ON 1", R5 RIGID INSULATION, PAINTED CONTINUOUSLY ON 2X6 CEILING JOISTS ON WRB ON 1/2" PLYWD SHEATHING ON 2X4 STUDS @16"O.C. INSTALL 3 1/2", R15 MINERAL WOOL BATT INSULATION IN CAVITY SO ND INSULATION No. Description Date I � o Master Bedroom bo Master Bathroom © I 10 ` I ADDITION SECOND FLOOR/CEILING CONST.: HW FLOORING ON 3/4" PLYWD SHEATHING ON 3 1/2"X 7 1/4" LSL 1.3E JOISTS @16"O.C. \ 1/2"GWB CEILING Second Floor 55' - 55/8" X X N/ N X X X BOXED NEW STEEL GIRDER _ i j I I Kitchen 0 ' � I ADDITION FIRST FLOOR CONST.: I I ! HW FLOORING _ ON 3/4" PLYWD SHEATHING - - — - --- - ---- --- - - -_ _ L_ ---_...- - - --... ------------------ ON 2X8 JOISTS @16" O.C. w c C� n ON 2X4 SLEEPERS 48 O.C. ON 4' CONCRETE SLAB ON DUMPPROOFING ON REFILLED AND COMPACTED SOIL First Floor 46' - 8 3/8" �y�F 787 .� e - e , ° -------._ ... .----- j ---------' :------- ! ---_.. — i I---- -------- I- - -... - : - ----,.. - -- i a ' -- - - - : : j -� 'I"-- ...I; .... ............ .......... ..._._. . ........... _.. .. _.. I I i r Pool Pato Level „ - _ I a - _� I I I---- ----- -----' ----- ---- : I---- - ----- ------I : ----- ------: � -------- - ---III_ __ , ___- ' --- ---, - ---I I ----- ---- . ------I ------ -----I I _ _ - _ . . ....,.... I --------- ------ --- __--- - ---- -- -- _ - - -- e - - _ - . _.. . -...._ ---....-. __.... _ .- PROJECT I I- : e . I : I I - Cambourakis -----.___ _.. .. ... .. .-.: i I , : esi ence ------------ i _ _ - t t Q t I -d I : I Ijy de .I -y. � I I a I . .. .. .... .. ..... ......._.. - .......... ._...... - ... ... t ................ . ....... - I ........... - ............... ......_ _ - ...... : _._...... .................... .-......... - ..._.. ................. .........._.. ................_...... .............. - ............_. Building Sectioni , t : I Project number 23018 Date 5/17/2024 Drawn by HA a Checked by GB Typical West-East Section thru 2-Story A. 10 1 Addition Cq Cq 0 co N Scale 1/2" = 1'-0" studio a/b architects 1 1 651 West Main Street, B.6 A.10 B.7 B. 1 B.3 Riverhead, 2402Y 11901 631 591631 3231426 15'-0" 3'-6" 38'-0" glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 7'-6" 7'-6" client: i Maria & George Cambourakis NEW ROOF CONST: site address: ASPHALT ROOFING 200 Cedar Drive, East Marion, NY 11939 TO MATCH EXISTING tel: 718.706.7196 Ext. 101 ON ASPHALT FELT email: gjc@set-ny.com ON 3/4" PLYWD SHEATHING ON 2X12 RAFTERS @16"O.C. tax map#: 1000-22-01-3 and -4 INSTALL HYBRID, CLOSED CELL SPRAY FOAM INSULATION, 3" R19, PLUS MINERAL WOOL BATT INSULATION 7 1/4" R30, TOTAL R=49 I BETWEEN RAFTERS METAL FLASHING FASCIA: 1X2 ON 1X6 SOFFIT: 1/2" PVC SHEET COLLAR BEAM i\ 1/2"GWB PAINTED _ LOFT LOFT 171/4" O T LOFT 3/4"SHEATHING PAINTED 3/4"SHEATHING PAINTED 3/4"SHEATHING PAINTED OR MATCH ON 2X6 CEILING JOISTS @16"O.C. TYPICAL NEW WALL CONST: EXISTING NEW SIDING ON 1", R5 RIGID INSULATION, NP• I � CONTINUOUSLY 1X4 PAINTED � ON WRB ON 1/2" PLYWD SHEATHING ON 2X4 STUDS @16"O.C. INSTALL 3 1/2", R15 MINERAL WOOL BATT INSULATION IN CAVITY SOUND INSULATION 16", OR `\ \ AS EXISTING Ik-in Closet Master Bathroo I Bedroom 1 CL. Bedroom 2 CL. Bedroom 3 `�\ ® o No. Description Date ' 1 9 b co ( U co i U i econd_Floor I ' 5' - 5 5/8" — -- — In A ADDITION SECOND FLOOR/CEILING CONST.: ` HW FLOORING I _ I EXISTING 2X6 CEILING JOIST BOXED NEW GIRDER ON 3/4" PLYWD SHEATHING ON 3 1/4"X 7 114" LSL 1.3E JOISTS @16" O.C. NEW 3 1/2"X 7 114" LSL JOISTS BOTTOM FLUSH TO EXISTING CEILING JOISTS EXISTING WALL 1/2"GWB CEILING 3 A.09 Kitchen Dining Lounge I I I �I ADDITION FIRST FLOOR CONST.: I HW FLOORING ON 3/4" PLYWD SHEATHING I i ON 2X8 JOISTS @16"O.C. ON 2X4 SLEEPERS @48"O.C. z ON 4" CONCRETE SLAB I FILL EXISTING BASEMENT ON DUMPPROOFING STAIR OPENING ON REFILLED AND COMPACTED SOIL AND MERGE FLOORING I rh First Floor 6' - 8 3/8" -- off' �� P4U A 'S, . a 9i�`, is ° I I -• - i I ..... - — — — -- - - r� � ..............I : : v - _ — ) -- EXISTING FLOOR I - - - i ---- - 23 �- i I -- -- I- -- ---- __. - I -! ---- -� : : : I I I I �, I � I ) -.- : -- EXISTING FOUNDATION WALL NEW PARTITION -...... _ _.._. MN REPLACED STEEL COLUMN Laundry Room r _.__.- : ....._...._...' rY LOCATED TO ALIGN U Garage : RE UPPER FLOOR COLUMN ........... : .. I I !_....... _.. __... - ------ - --- - : I _ - ' I : _--- : _ _ Carnbourakis i EXISTING BASEMENT GARAGE LEVEL FLOOR Residence 1 _. i : 1 j I ' ara a Level ........ _ _ y : 8 11 3/8 i - 1 : : : , ; , - - - ---- __----- ------ -- - - - - - - - -- - - - - Building Section 3 : I 1 _ , , ; i : : : : : i :i - - - I � I I I I : : I : i I I I : _ I : - I : I : i : : : 1 ; : I is _ I I ------------ __.. _._ I ro ec num er23018 J __...._. Date 5/17/2024 Drawn by HA Q ZTMTZ lmm�= Inmn M�m M�n IT T1 MIT 7K MMI MMMIlmolln M Checked by GB co n South-North Section thru Addition LO 6 11 N co N Scale 1/2" = 1'-0" LO Paint Types FINISH NOTES: studio a/b architects Product 1. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER 651 West Main Street, THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315 (NYS RESIDENTIAL CODE).Paint 1st Coat Fnish Coat Color Riverhead, NY 11901 Type Application Hue 2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. Riverhead, the 2402 3. MANUFACTURERS: A Interior Gypsum Wallboard Latex Flat 1 or 2 coats Benjamin Moore Regal@ Select Premium Interior Paint& Primer, Flat(547). as per drawings FORMALDEHYDE-FREE PLYWOOD: COLUMBIA FOREST PRODUCTS www.columbiaforestproducts.com, 800 237 2428 631 231426 yp Spot prime as needed for the repaint. SOY BASED WOOD SEALER AND FINISH: ECO SAFETY PRODUCTS www.ecoprocote.com, 877 366 7547 glynis@studioabarchitects.com B Interior Gypsum Wallboard ire Wet Location Latex Matte 2 coats Benjamin Moore Aura Bath&Spa Waterborne Interior Paint-Matte(532) super white C Interior Wood Painted Latex Semi-Gloss Benjamin Moore Fresh Start@ Multi-Purpose Latex Primer(N023)or Fresh Start@ High-Hiding 1 or 2 coats Regal@ Select Premium Interior Paint&Primer, Semi-Gloss(551) 4. CABINETRY WOOD STAIN SHOULD MATCH EXISTING TABLE. CABINET CONTRACTOR SHALL PROVIDE STAIN SAMPLES mailing address: FOR APPROVAL. SEE CABINET NOTES ON A.17. PO Box 444, Orient, NY 11957 All Purpose Primer(K046)Finish: 1 or 2 coats Regal@ Select Premium Interior Paint& Primer, 5. STAIN COLOR"EARLY AMERICAN (REDISH BROWN)"ON THE DOOR SCHEDULE SHALL BE THE SAME COLOR AS THE Semi-Gloss(K551) CABINETRY STAIN. D Interior Wood Clear Finish Water Base Polyurethane, Flat 2 or 3 coats Benjamine Moore Stays Clear@ Acrylic Polyurethane 425 6. PAINT COLOR"REDISH BROWN"SHOULD WORK WITH THE WOOD STAIN COLOR ON THE CABINETS. PAINT CONTRACTOR client: E Exterior and Interior Wood Clear Sealer, bio-base Clear Sealer, No Sheen Ecoprocote AcriSoy Al-3000 by Eco Safety Products(www.ecosafetyproducts.com, 877 366 Clear SHALL PROVIDE THE COLOR SAMPLE. 7. COUNTERTOP SHALL BE 2"THICK, CAMBRIA QUARTZ, COLOR SHALL WORK WITH THE WOOD STAIN COLOR ON THE Maria & George Cambourakis UV protective 7547) CABINETS. THE COLOR MAY BE CAMBRIA CLASSIC SERIES, "CARMARTHEN BROWN,"OR"BURTON BROWN,"CAMBRIA F Exterior and Interior Wood Stained, UV Bio-Based Stain Ecoprocote TimberSoy by Eco Safety Products(www.ecosafetyproducts.com, 877 366 7547) 1 coat Ecoprocote AcriSoy(no sheen), or Eco-Tuff High Traffic Clear Coat(gloss) by Eco MATTE, OR EQ. site address: protective Safety Products(www.ecosafetyproducts.com, 877 366 7547) 200 Cedar Drive, East Marion, NY 11939 F2 Interior Wood Stain Water Based Stain MINWAX WATER BASE WOOD STAIN OR EQUAL See Finish Notes tel: 718.706.7196 Ext. 101 G Interior Wood Stain on floor Waterborne finish on Oil Based Stain Bona DriFast Stain 2-coats Waterborne Satin coating Bona Traffic HD#: WT155618001 match existing email: gjc@set-ny.com H Exterior Wood Painted Latex Low Lustre 2 coats Benjamin Moore Regal@ Select Exterior Paint High Build Low Lustre Finish (401) white, or to match wall 1 Exterior Wood Weathered Finish Bleaching Stain 1 coat, Cabot@ Bleaching Stain#10241 wheathered Gray tax map#: 1000-22-01-3 and -4 Tile Types Tile# Tile Type Application Tile Product tile color the texture A Porcelain Slab tile Bathroom floor Daltile porcelain Colorbody"Portfolio" 12"x 24" Fango PF03 matte B Porcelain Slab tile Bathroom floor Daltile porcelain Colorbody"Portfolio" 12"x 24" White PF02 matte C 4"x 12"Subway Tile Bathroom floor Daltile Vitruvian glazed ceramic white glossy D 3"x 6"Subway Tile Bathroom wall Daltile Color Wheel Clasic 0790 Key Lime 1098 glossy Room Finish Schedule Finish Room# Room Name Floor Base 7 Trim Wall Ceiling Comments 1 Lounge Existing HW flooring Existing; Patch Existing; Match Existing; Match Existing Existing GWB Repaint(Type A, white); New 1/2"GWB Existing GWB Repaint, Patch existing (Type A,white); Patch where Kitchen is removed. Existing paint(Type A, Red-brawn) New 1/2"GWB paint(Type A, Red-brawn) 2 Dining Existing HW flooring; Match Existing Existing; Patch Existing; Match Existing; Match Existing Existing GWB Repaint(Type A,white); New 1/2"GWB Existing GWB Repaint, Patch existing (Type A,white); Existing Basement Staircase to be removed and patched. Existing paint(Type A,white, partially Red-brawn) New 1/2"GWB paint(Type A, Red-brawn) 3 Kitchen HW flooring match Existing Match Existing Match Existing 1/2"GWB paint(Type A, white, partially Red-brawn) 1/2"GWB paint(Type A, white, partially Red-brawn) 4 Pantry Existing HW flooring; Patch to match existing Match Existing Paint(Type D,white) 1/2"GWB paint(Type A, white) 1/2"GWB Painted (Type A, white) 5 Staircase and Hallway HW flooring to match existing; Treads and 1x1 oak, stained to match floor 1x2 paint(Type D,white) 1/2"GWB paint(Type A,white) 1/2"GWB Painted (Type A, white) Handrail: 1 1/4" Dia. Pine Rod polyurethane; Handrail Bracket: Ives Cast Risers: Oak, stained to match floor Aluminum Handrail Bracket 2 1/4" Base to Rail Center 3"Base No.. Description Date DiameterModel: HB159A27 6 Master Bedroom HW flooring to match existing 1x1 oak, stained to match floor 1x2 paint(Type D,white) 1/2"GWB paint(Type A,white) 1/2"GWB Painted (Type A, white); Collar Beam: Natural Install shelves in Linen Closet as per Owner's direction yellow semi-translucent stained 7 Bedroom 1 HW flooring to match existing 1x1 oak, stained to match floor 1x2 paint(Type D,white) 1/2"GWB paint(Type A,white) 1/2" GWB Painted (Type A, white); Collar Beam: Natural Install Coat Hanger rod and one shelf in closet yellow semi-translucent stained 8 Bedroom 2 HW flooring to match existing 1x1 oak, stained to match floor 1x2 paint(Type D,white) 1/2"GWB paint(Type A, white) 1/2" GWB Painted (Type A, white); Collar Beam: Natural Install Coat Hanger rod and one shelf in closet yellow semi-translucent stained 9 Bedroom 3 HW flooring to match existing 1x1 oak, stained to match floor 1x2 paint(Type D,white) 1/2"GWB paint(Type A, white) 1/2"GWB Painted(Type A, white); Collar Beam: Natural Install Coat Hanger rod and one shelf in closet yellow semi-translucent stained 10 Master Bathroom Tile Type A 1x2 paint(Type D,white) Tile Type C on Tile Backer Board; 1/2"WRGWB paint 1/2"WRGWB Painted(Type C, white) (Type C,white) 11 Walk-in Closet HW flooring to match existing 1x1 oak, stained to match floor 1x2 paint(Type D,white) 1/2"GWB paint(Type A,white) 1/2"GWB Painted (Type A, white) 12 2F Bathroom Tile Type B Ix2 paint(Type D,white) Tile Type Don Tile Backer Board; 1/2"WRGWB paint 1/2"GWB Painted (Type C, white) Install shelves and coat hanger rod as per Owner's direction (Type C,white) 13 Family Den Existing Existing Existing Existing Existing GWB 14 Kitchenette Existing Existing Existing Existing, patch as required Existing GWB 15 Spare Room Existing Existing Existing Existing, patch as required Existing GWB 16 Powder Room Existing Existing Existing Existing Existing GWB Not in Scope 17 Garage Existing, except patch after new spot Existing Existing Existing Existing GWB, except patch where steel columns are foundations are installed replaced 18 Mech. Room Existing Existing Existing Existing Existing GWB Not in Scope, except mechanical , Plumbing, and/or Electrical upgardes, as required 19 Laundry Room Existing Existing Existing Existing Existing GWB EX 1 Living Hall (West Wing) Existing Existing Existing Existing Existing GWB Not in Scope EX 2 Bathroom 1 Existing Existing Existing Existing Existing GWB; Patch existingas required (Type C, white) Not in Scope, unless wall patch is required P1 Pool House Lounge 12"x 12"Green Slate tile 1x1 pine painted (Type D,white) 5/4 X 2 paint(Type D, white) 1/2"GWB paint(Type A, white) 1/2"GWB Painted (Type A,white) P2 Pool House Powder 12"x 12"Green Slate tile 1x1 pine painted (Type D,white) 5/4 X 2 paint(Type D, white) 1/2"WRGWB Painted(Type B, white) 1/2"GWB Painted (Type A, white) Room 'J� yr! l•„-::.'` ,�' '� }�'j�� fi 0 78? ��- NE1N PROJECT Cambourakis Residence Schedules 1 Project number 23018 Date 5/17/2024 Drawn by HA Checked by GB o A. 12 N M N Scale 1211 = 1'-0" LO studio a/b architects 651 West Main Street, Insulation Schedule Riverhead, NY 11901 631 591 2402 phase Construction Material Thickness, R value Note 631 3231426 glynis@studioabarchitects.com New Roof/Ceiling Hybrid, Closed Cell Spray Foam Insulation plus Mineral Wool Batt 3" R19 Spray Foam+ 7 1/4" R30 No Roof vent required Insulation between rafters Batt,total R=49 mailing address: New Exterior 2x4 Walls Hybrid, Continuous Rigid Insulation on WRB on sheathing; Mineral 1" R5 Rigid +3 1/2" R13 Batt, PO Box 444, Orient, NY 11957 Wool Batt Insulation between Studs total R=18 Existing Exterior 2x4 Walls, existing Hybrid, Continuous Rigid Insulation plus assumed Glassfiber Batt V R5 and assumed 3 1/2" R13, insulation between studs total R=18 min. client: New Floor above conc. on-grade slab Mineral Wool Batt Insulation between Joists 5 1/2", R23 New Shim space around window and door Fill all along the shim space with flexible spray foam insulation Maria & George Cam bou rakis New Partiton and floor/ceiling around Bathroom Mineral Wool Batt sound insulation site address: New Pool House Foundation wall & under slab Continuous Rigid Insulation on exterior or interior side of foundation 2" R10, minimum 2'below grade 200 Cedar Drive, East Marion, NY 11939 wall tel: 718.706.7196 Ext. 101 email: gjc@set-ny.com tax map#: 1000-22-01-3 and-4 Door Schedule Mark Room F;oom from Door Type Dim Product Finish Frame and Trim Lock Set Handle Note 1 Kitchen Deck Sliding Patio Door T-11 1/4"x 6' 7 1/2", Pella Reserve Contemporary Sliding Patio Exterior:Aluminum Clad Wolf Gray; Exterior: 1x4 painted; Interior 1x2 standard; Pool Modern Collection Bladwin Plazo, Satin Nickel Double Insulated glass AdvancedComfort RO= 8'x 6-8" OX9680 Interior: Early American painted(color match to interior wall) Enclosure latch Low E, Tempered; with self closing latch for pool access protection 2 Pantry Dining Pocket Door 36"x 80" Hollow-core Birch Plywd flush Painted, white, or to match existing 1x2 painted (white) n/a Sliding Door latch 3 Master Bedroom Hallway Hinged inswing Door 30"x 80" Wood Panel Door, style to match existing Painted,white 1x2 painted (white) Privacy Schlage Broadway Lever Bed & Bath Lock, Satin Nickel, F40 BRW 619 4 Bedroom 1 Hallway Hinged inswing Door 30"x 80" Wood Panel Door, style to match existing Painted,white 1x2 painted (white) Privacy Schlage Broadway Lever Bed & Bath Lock, Satin Nickel, F40 BRW 619 5 Bedroom 2 Hallway Hinged inswing Door 30"x 80" Wood Panel Door, style to match existing Painted,white 1x2 painted (white) Privacy Schlage Broadway Lever Bed & Bath Lock, Satin Nickel, F40 BRW 619 6 Bedroom 3 Hallway Hinged inswing Door 30"x 80" Wood Panel Door, style to match existing Painted,white 1x2 painted (white) Privacy Schlage Broadway Lever Bed & Bath Lock, Satin Nickel, F40 BRW 619 7 2FL Bathroom Hallway Hinged inswing Door 30"x 80" Wood Panel Door, style to match existing Painted,white 1x2 painted (white) Privacy Schlage Broadway Lever Bed & Bath Lock, Satin Nickel, F40 BRW 619 8 Master Bathroom Master Hinged inswing Door 30"x 80" Solid-core Birch Plywd flush Stained, Early American (Redish 1x2 painted (white) Privacy Schlage Broadway Lever Bed & Bath Lock, Satin Nickel, F40 BRW 619 Bedroom Brown) 9 Walk-in Closet Master Hinged inswing Door 30"x 80" Solid-core Birch Plywd flush Stained, Early American (Redish 1x2 painted (white) Closet Schlage Broadway Lever Hall and Closet, Satin Nickel, Flo BRW 619 Bedroom Brown) 10 Closet Bedroom 2 Hinged Double Door 60"x 80" Hollow-core Birch Plywd flush Stained, Jacobeen (Darker brown) 1x2 painted (white) Closet Schlage Broadway Lever Hall and Closet, Satin Nickel, Flo BRW 619 11 Closet Bedroom 2 Hinged Double Door 60"x 80" Hollow-core Birch Plywd flush Stained, Jacobeen (Darker brown) 1x2 painted (white) Closet Schlage Broadway Lever Hall and Closet, Satin Nickel, Flo BRW 619 12 Closet Bedroom 3 Hinged Double Door 60"x 80" Hollow-core Birch Plywd flush Stained, Jacobeen (Darker brown) 1x2 painted (color match to interior wall) Closet Schlage Broadway Lever Hall and Closet, Satin Nickel, F10 BRW 619 with self-closing or automatic-closing device for garagefire separation 13 Linen Closet Hallway Hinged inswing Door 24"x 80" Wood Panel Door, style to match existing Painted,white 1x2 painted (white) Closet Schlage Broadway Lever Hall and Closet, Satin Nickel, F10 BRW 619 14 Basement Den Garage Hinged inswing Door 36"x 80" 20MIN. MIN. Fire-rated Fiberglass door, Painted,white 1x2 painted (white) Privacy Schlage Broadway Lever Bed & Bath Lock, Satin Nickel, F40 BRW 619 with self-closing or automatic-closing device ThermaTru SSF100, or eq. for garagefire separation 15 Loundry Room Garage Hinged inswing Door 36"x 80" 20MIN. MIN. Fire-rated Fiberglass door, Painted,white 1x2 painted (color match to interior wall) Privacy Schlage Broadway Lever Bed& Bath Lock, Satin Nickel, F40 BRW 619 ThermaTru SSF100, or eq. 16 Pool House Pool Patio Sliding Patio Door T-11 1/4"x 6'7 1/2", Pella Reserve Contemporary Sliding Patio Exterior:Aluminum Clad Wolf Gray; Exterior: 1x4 painted; Interior 1x2 standard; Pool Modern Collection Bladwin Plazo, Satin Nickel Double Insulated glass AdvancedComfort RO=8'x 6-8" XO9680 Interior: White painted (color match to interior wall) Enclosure latch Low E, Tempered;with self closing latch for pool access protection 17 Pool House Pool Patio Sliding Patio Door TA 1 1/4"x 6' 7 1/2", Pella Reserve Contemporary Sliding Patio Exterior:Aluminum Clad Wolf Gray; Exterior: 1x4 painted; Interior 1x2 standard; Pool Modern Collection Bladwin Plazo, Satin Nickel Double Insulated glass Advanced Comfort RO= 8'x 6-8" OX9680 Interior: White painted(color match to interior wall) Enclosure latch Low E, Tempered; with self closing latch for No. Description Date pool access protection 18 Pool House Pool House Hinged inswing Door 30"x 80" Hollow-core Birch Plywd flush Painted,white 1x2 painted (white) Privacy Schlage Broadway Lever Bed& Bath Lock, Satin Nickel, F40 BRW 619 Powder Room Lounge EX1 Living Hall Deck Existing add Pool Enclosure latch EX2 Living Hall Deck Existing add Pool Enclosure latch Window Schedule WINDOW AND DOOR NOTES: Type 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. DEPT. OF Mark quantity Product Dimentions R.O. Finish Window Trim Glazing Sill Height �Headlleight� Comments LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. 1 1 Entry Door Side Lite Same as existing measure on site Same as existing Same as existing Insulated glass, double pane, 0' -0" 6'-8" Style and Finish copy existing onthe other 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. GUSTS. Advanced Comfort Low-E side of the door FOR WINDOWS NOT RATED AS IMPACT RESISTANT, PROVIDE PLYWOOD PROTECTION PANELS AS PER NYS 2 1 2-side mulled Pella Reserve Contemporary 58"x 41" 58 3/4"x 41 3/4" Exterior:Aluminum Clad Wolf Gray; Exterior: 5/4x2 painted; Interior 1/2"xl 1/4"Sill, painted (color match to interior wall), Jamb& Insulated glass, double pane, T-6" 6'- 11" RESIDENTIAL CODE R301.2.1.2. Casement 2941 Interior: Early American Head GWB wrap Advanced Comfort Low-E 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3,AND 2406, OR NYS RESIDENTIAL 3 3 3-side mulled Pella Reserve Contemporary 87"x 41" 87 3/4"x 41 3/4" Exterior:Aluminum Clad Wolf Gray; Exterior: 5/4x2 painted; Interior 1/2"xl 1/4"Sill, painted (color match to interior wall), Jamb& Insulated glass, double pane, <varies> <varies> Sill Height: Kitchen 3'-6"; Master Bedroom CODE R308. 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. Casement 2941 Interior: Early American Head GWB wrap Advanced Comfort Low-E 3'-0" 5. TYPICAL WINDOW OPTIONS ARE, UNLESS OTHERWISE NOTED,AS FOLLOWS: 4 3 Pella Reserve Contemporary Casement 2947 29"x 47" 29 3/4"x47 3/4" Exterior:Aluminum Clad Wolf Gray; Exterior: 5/42 painted; Interior 1/2"xl 1/4" Sill, painted (color match to interior wall), Jamb& Insulated glass, double pane, <varies> <varies> Sill Height: Master Bathroom &Closet EXTERIOR FINISH: ALUMINUM CLAD, "WOLF GRAY" �� Interior: White Head GWB wrap Advanced Comfort Low-E T-0"; Basement Spair Room 2'-9"; INTERIOR FINISH: FACTORY STAINED OR PAINTED, AS PER SCHEDULE ! Alternatively they may be Awing windows. ALL OPERABLE WINDOWS SHALL HAVE HIGH TRANSPARENCY SCREEN 5 1 Pella Reserve Contemporary AwniM 209 29"x 29" 129 3/4"x 29 3/4" Exterior:Aluminum Clad Wolf Gray; Exterior: 5/4x2 painted; Interior 1/2"xl 1/4"Sill, painted (color match to interior wall), Jamb& Insulated glass, double pane, 4'-0" 6'-5" GLAZING: SEE WINDOW SCHEDULE Interior: White Head GWB wrap Advanced Comfort Low-E NO GRILLES 6 4 2-side mulled Pella Reserve Contemporary 58"x47" 58 3/4"x47 3/4" Exterior:Aluminum Clad Wolf Gray; Exterior: 5/42 painted; Interior 1/2"xl 1/4"Sill, painted (color match to interiorwall), Jamb& Insulated glass, double pane, <varies> <varies> Sill Height: 2FL East side 3-2 1/2"; 2FL ALL HW FINISH SHALL BE SATIN NICKEL Casement 2947 Interior: White Head GWB wrap Advanced Comfort Low-E North side T-0"; Emergency Rescue AWNING AND CASEMENT CRANK STYLE: HOLDING HANDLE "SALDO" SATIN NICKEL FINISH access window 6. USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE WINDOW AND STRUCTURE 7 1 Pella Reserve Contemporary Casement 2935 29"x 35" 29 3/4"x 35 3/4" Exterior: Aluminum Clad Wolf Gray; Exterior: 5/4x2 painted; Interior 1/2"xl 1/4"Sill, painted (color match to interior wall), Jamb& Insulated glass, double pane, 4'-0" 6'- 11" Alternatively they may be same sized 7. USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS Interior: White Head GWB wrap Advanced Comfort Low-E Awing windows. ADCHEM 1852 Old Country Rd. Riverhead, NY 11901 www.adchem.com, 631-727-6000 8 1 4-side mulled Pella Reserve Contemporary 116"x 35" 116 3/4"x 35 3/4" Exterior:Aluminum Clad Wolf Gray; Exterior: 5/4x2 painted; Interior 1/2"xl 1/4"Sill, painted (color match to interior wall), Jamb& Insulated glass, double pane, 4'-0" 6'- 11" Alternatively they may be same sized DUPONT www2.dupont.com Casement 2935 Interior: White Head GWB wrap Advanced Comfort Low-E Awing windows. 3M www.Shop3M.com 9 1 2-side mulled Pella Reserve Contemporary 58"x 35" 58 3/4"x 35 3/4" Exterior: Aluminum Clad Wolf Gray; Exterior: 5/4x2 painted; Interior 1/2"xl 1/4"Sill, painted (color match to interior wall), Jamb& Insulated glass, double pane, 4'-0" 6'- 11" Alternatively they may be same sized 8. BEFORE ANY PRODUCTION OR PURCHASE,VERIFY ALL OPTIONS WITH ARCHITECTS AND OWNER Casement 2935 Interior: White Head GWB wrap Advanced Comfort Low-E Awing windows. 9. ALL DOORS AND WINDOWS LISTED IN THE SCHEDULES ARE NEW. EXISTING DOORS AND WINDOWS TO REMAIN AND 10 1 3-side mulled Pella Reserve Contemporary 87"x 47" 87 3/4"x 47 3/4" Exterior:Aluminum Clad Wolf Gray; Exterior: 5/4x2 painted; Interior 1/2"xl 1/4"Sill, painted (color match to interior wall), Jamb& Insulated glass, double pane, T-0" 6'-11" Emergency Rescue access window ARE NOT SHOWN. REPAINT THEM AS NEEDED. Casement 2947 Interior: White Head GWB wrap Advanced Comfort Low-E 10. ALL DOORS ON THE SECOND FLOOR SHALL HAVE 1/2" UNDERCUT 11 4 Pella Reserve Contemporary Awning 2947 29"x 47" 29 3/4"x 47 3/4" Exterior:Aluminum Clad Wolf Gray; Exterior: 5/4x2 painted; Interior 1/2"xl 1/4" Sill, painted (color match to interior wall), Jamb& Insulated glass, double pane, 5'-0" 8'- 11" - Interior: White Head GWB wrap Advanced Comfort Low-E \��EREDq yq, 9�y Residential Equipment Schedule Equipment Type Loc Product Notes 787 �- Dish Washer Kitchen Owner supplied Refrigerator Kitchen Owner supplied, Contractor shall verify Owner the size before any production of cabinetry Range Kitchen reuse existing Owner supplied Micowave Kitchen reuse existing Owner supplied Bathroom Exhaust fan Master Panasonic FV-11VF2 for Master Bedroom and 2FL Bathroom 2 Bathoom Bathroom Exhaust fan 2FL Bathroom Panasonic FV-08VF2 for 2FL Bathroom 1 PROJECT Undercounter refrigerator Kitchnette Owner supplied; for kitchenette Ca m bo u ra ki s Clothes Washer Laundry reuse existing Owner supplied Clothes Dryer Laundry reuse existing Owner supplied Sump pump Laundry size to matches to use for Laundry Residence Convection Heater Laundry 400 Watt Wall Heater by Ecohome, or eq. https:Heconohome.nettproducts/wall-mount-space-heater- panel Bathroom Exhaust fan Pool House Panasonic FV-05VF2 for Powder Room Powder Room Electrical Hotwater Heater Pool House size to matches to use for Pool House Powder Room Schedules 2 Under counter Refrigerator, or wine Pool House Owner supplied cooler Project number 23018 Date 5/17/2024 Drawn by HA Q Checked by GB A . 13 N O N co Scale 12" = 1'-0" N studio a/b architects ROOFING 651 West Main Street, Riverhead, NY 11901 ASPHALT FELT THERMAL PROTECTION NOTES: 631 631 591 24 1402 INSULATION BAFFLE Envelop: glynis@studioabarchitects.com SELF ADHERED WATERPROOF MEMB. j (NOT REQUIRED IF Plan Review(1) mailing address: CLOSED CELL SPRAY 1 [103.1, 103.2] Construction drawings and documentation demonstrate energy code compliance for the building envelope. Thermal envelope represented on construction documents. PO Box 444, Orient, NY 11957 FOAM IS USED) See Plans reference page/section:A.14 SHEATHING Insulation (4) • SPRAY FOAM 1 [303.1]All installed insulation is labeled or the installed R-values provided. client: INSULATION 2 [303.2, 402.2.8] Floor insulation installed per manufacturer's instructions and in substantial contact with the underside of the subfloor, or floor framing cavity insulation is in contact with the Maria & George Cam bou rakis EXPANDING' top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. g FOAM SEALANT BATH INSULATION 3[303.2]Wall insulation is installed per manufacturer's instructions. site address: i - 4 [303.1.1.1, 303.2]Ceiling insulation installed per manufacturer's instructions. 200 Cedar Drive, East Marion, NY 11939 CEILING FINISH Fenestration (1) tel: 718.706.7196 Ext. 101 j TAPE OR SEAL 1 [303.1.31 U-factors of fenestration products are determined in accordance with the NFRC test procedure or taken from the default table. email: gjc@set-ny.com 3/4" RIGID INSULATION - j ALL JOINTS Air Leakage(5) tax map#: 1000-22-01-3 and -4 1 [402.4.1.1]Air barrier and thermal barrier installed per manufacturer's instructions. METAL DRIP i" 2 [402.4.3] Fenestration that is not site built is listed and labeled as meeting AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC 400 that do not exceed code limits. / 3 [402.4.5] IC-rated recessed lighting fixtures sealed at housing/interior finish and labeled to indicate<_2.0 cfm leakage at 75 Pa. 4 [403.6]Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. CONTINUOUS BEAD OF SEALANT 5 [402.4.1.2] Blower door test @ 50 Pa. <=5 ach in Climate Zones 1-2, and <=3 ach in Climate Zones 3-8. Post Construction (1) 1 [401.3]Compliance certificate posted. SOFFIT VENT IS NOT — E INTERIOR FINISH Systems: REQUIRED IF CLOSED Plan Review(2) CELL SPRAY FOAM IS 1 [103.1, 103.2, 403.7]Construction drawings and documentation demonstrate energy code compliance for lighting and mechanical systems. USED See Plans reference page/section: A.14, M.01, P.01, E.01 EXTERIOR SIDING >1 CAVITY INSULATION 2 [302.1,403.7] Heating and cooling equipment is sized per ACCA Manual S based on loads calculated per ACCA Manual J or other methods approved by the code official. RIGID INSULATION Systems(3) WRB (SELFADHESIVE TYPE) 1 [403.4] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF are insulated to>R-3. SHEATHING 2 [403.4.1] Protection of insulation on HVAC piping. 3[403.5.3] Hot water pipes are insulated to>R-3. EXTERIOR WALL TO ROOF CONNECTION WITH CATHEDRAL CEILING Mechanical and Water Heating (5) 1 [403.1.1] Programmable thermostats installed for control of primary heating and cooling systems and initially set by manufacturer to code specifications. 2[403.1.2] Heat pump thermostat installed on heat pumps. 3[403.6.1]All mechanical ventilation system fans not part of tested and listed HVAC equipment meet efficacy and air flow limits per Table R403.6.1. 4[403.5.1.2] Electric heat trace systems comply with IEEE 515.1 or UL 515. Controls automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping. 5 [303.3] Manufacturer manuals for mechanical and water heating systems have been provided. WOOD FRAME Swimming Pools(3) I WOOD FRAME 1 [403.10.11 Readily accessible switch on heaters for swimmingpools or permanent in-ground as. Switch operation does nochange h P p 9 p p t eater thermostat setting. Heater circuit breaker is EXTERIOR SIDING EXTERIOR SIDING installed independent of switch. Gas-fired heaters equipped with ignition pilots that are not continuously burning pilots. 2 [403.10.21 Timer switches or other automatic preset schedule control method are installed on heaters and pumps serving pools and permanent CAVITY INSULATION CAVITY INSULATION 3 [403.10.31 Outdoor heated pools and outdoor permanent spas have a vapor retardant cover. No. Description Date CONTINUOUS RIGID CONTINUOUS RIGID Covers are not required when 75%of the heating energy(computed for at least 3 month operating season) is from a heat pump or an on-site renewable energy system. INSULATION INTERIOR FINISH INSULATION INTERIOR FINISH Lighting (1) 1 [404.1]90%or more of permanent fixtures have high efficacylamps. I p CONTINUOUS BEAD OF ADHESIVE CONTINUOUS BEAD OF ADHESIVE WRB(SELF CONTINUOUS BEAD OF SEALANT WRB (SELF ADHESIVE TYPE) ADHESIVE TYPE) FLOOR FINISH TAPE ALL JOINTS TAPE ALL JOINTS HOR. AND`✓ERT. -- HOR. AND VERT. III III BASE — CAVITY INSULATION j i FLOOR FINISH ° SILL SEALANT k .. -' °d .' .da- `A <e ° - < .d 'a-d_ e a' •< SILL SEALANT 'TERMITE SHIELD - ,a •1 .a ,� - - a< : - - ___-1 i TERMITE SHIELD ' `a Al - ✓ .d, — I ---� ---- --'—I ; _i — d e�°, j i � -- — --- ' STUCCO PARGE U BEAD OF STUCCO PARGE -^ --- - -- US BEAD OF d _— CONTINUO e — CONTINUO - - - - i----; SEALANT - ----I _ - - - j- SEALANT FOUNDATION TO WALL CONNECTION: MAIN HOUSE ADDITION FOUNDATION TO WALL CONNECTION: POOL HOUSE 2"RIGID INSULATION INT. FIN. :? C'y� r r WRB (SELF ADHESIVE TYPE) EXT. SHEATHING SELF ADHERED MEMB. FLASHING �` �� Q2�7S1 G CONTINUOUS BEAD OF SEALANT SEW�O CONTINUOUS BEAD OF SEALANT EXPANDING FOAM SEALANT EXPANDNING FOAM METAL CAP FLASHING SEALANT WINDOW PROJECT INTERIOR FINISH EXTERIOR SIDING Ca m bo u ra ki s CAVITY TYPICAL WINDOW HEAD INSULATION ii IC RATED RECESSED LIGHTING Residence HOUSING SHEATHING < WINDOW WRAP WITH SPRAY FOAM INSULATION L - - -- -- EXPANDING WRB(SELF ADHESIVE TYPE) FOAM SEALANT SELF-ADHERED MEMB. Typical Thermal FLASHING I- --- 1/2"X 2" BACK DAM CONTINUOUS RIGID CONTINUOUS ' Protection Details INSULATION BEAD OF SEALANT TRIM 1SELF ADHERED CONTINUOUS BEAD OF MEMB. FLASHING CAVITY INSULATION SEALANT i WRB (SELF ADHESIVE WINDOW INTERIOR FINISH TYPE) Project number 23018 INTERIOR FINISH EXPANDING FOAM SEALANT CONTINUOUS BEAD O SEALANT Date 5/17/2024 Drawn by HA �i TYPICAL WINDOW JAMB TYPICAL WINDOW SILL CEILING RECESSED LIGHTING TYPICAL ELECTRICAL BOX ON EXTEIOR WALL Q Checked by GB 77 ti Thermal Protection Details N M Scale As indicated I NOTE FOR TILED WALL: PAINTED, TYPE B A24 EXISTING 2X4 WALL 1xXWOOD studio a/b architects .. USE HALF BULL NOSE TILE ALL AROUND THE OPENING 651 West Main Street, Riverhead, NY 11901 OR USE 1/2"X 1 1/4"TRIM ALL AROUND THE OPENING - WALL THI KNESS + 1/4" Cl) 631 591 2402 1x4, PAINTED, TYPE B 3(4" PLYWOOD 631 3231426 O COLOR TO MATCH SHEATHING glynis@studioabarchitects.com WALL PAINTED, TYPE B _ EXTERIOR SIDING — TYPICAL WALL: 9 ON 1" RIGID INSULATION WRB ON 1/2" PLYWOOD SHEATHING ACRYLIC ACRYLIC - mailin address: FLASHING TAPE ON 2X4 STUDS @16"O.C. 1/8 TYP URETHANE SEALANT URETHANE SEALANT `� PO Box 444, Orient NY 11957 _ AS PER FILLED W/R13 BATT INSULATION PAINTED, TYPE A PAINTED, TYPE A MANUFACTURER'S 1/2"GWB ON INTERIOR WHITE client: GWB GWB PAINTED, INSTRUCTION PAINTED TYPE A Maria & George Cambourakis FILL SPACE o 0 METAL FLASHING W/FLEXIBLE FOAM INSULATION m _ site address: 1X1 SHIM n Misc-Typical Interior Coping Detail 1 n Typical Loft Edge Trim Detail `" 200 Cedar Drive, East Marion, NY 11939 4 1" — 1'-0" 5 1 1/2" = 1'-0" 10 /2" tel: 718.706.7196 Ext. 101 (� r NEW INSULATION WRAP email: gjc@set-ny.com GIRDE ABOVE GWB WRAPPED tax ma #: 1000-22-01-3 and-4 I I P - —_ � W/CORNER BEAD 5/4X2 TRIM NEW GWB WRAP, PAINTED .,:•/Y SEALANT SEALANT FINISHED WALL SAME COLOR AS GIRDER �i ABOVE (REDISH BROWN) 1X1 PAINTED ( I 1xX SILL BOARD - WOOD PAINTED FINISHED FLOOR ` SEALANT STEEL COLUMN BOX AT B3 & A2.4 PLAN s.` 1/2"X 1 1/4 TRIM, PAINTED DETAIL n Typical Base Detail 5/4X2 TRIM INSTALL FLASHING TAPE A.2 A.3 1 X 2 SHIM 2'-0" Typical Window Section with exterior Rigid n Insulation w I— GWB WRAP 1'- 10" 2" W/CORNER BEAD REDISH BROWN 1/2"X 1"SHIM --`--- --- --------- --------- ---- ------- No. Description Date R.O. > > FILL SPACE W/FLEXIBLE B.7 - m B.7 — — _ m- �, — — — SPRAY FOAM INSULATION _ _ _ _� = p �' < _ _ CD W w 3/8" GWB p z o v ON 2X4 STUDS v w Q W/R13 BATT INSULATION Cl) `° 0 a `O W ------- --- --------- --------- --- ------- Z Li Z W p " ,l : x 6w v a.x.fw{.svz UNIT WIDTH UNIT WIDTH FLASHING TAPE — SIDING AS PER ON 1" RIGID INSULATION MANUFACTURER'S ON WATER-RESISTANT BARRIER STEEL COLUMN BOX AT B7 & A.2 PLAN STEEL COLUMN BOX AT B.7 & A.3 PLAN INSTRUCTION ON SHEATHING 10 DETAIL n DETAIL 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1X2 SHIM Window-Typical Window Plan Detail on 2X4 5/4X2 TRIM, PAINTED, TYP. FOR STEEL GIRDER SECTION DETAILS, SEE A.09 n Wall n Typical Vertical Joining Details 3" = 1'-0" U 3" = 1'-0" NOTE: / �' C) SEE POOL HOUSE: DETAILS FOR POOL HOUSE ROOF EDGES �',r'� TOP RAIL 4X4 CEDAR 3787 P P --------- — — — --- ----- — — — — -- -- - TOP RAIL: 4X4 CEDAR METAL FLASHING N N O I Cl) M 1X6 STAILLESS STEEL WIRE 1/8" DIA. / @3.5"O.C. / FASCIA: _ / 1X2 ON 1X6 V TAILING POST: 4X4 CEDAR / @5' MAX. O.C. STAILLESS @3.5" O.c. STEEL WIRE 1/8" DIA. PROJECT Cambourakis � SOFFIT: 1/2" PVC SHEET 3 1/2" MTL FLASHING — 1" 2X4 CEDAR Residence FASCIA: 1X2 ON 1X6 >< 3/4" 2 3/4" N 16„ 5/4X6 CEDAR DECKING 5/8 X 6 TREAD, TYP. -- SOFFIT: 1/2" PVC SHEET 5/8 X 4 RISER, TYP. Typical Details 16" OR MATCH EXISTING, TYP. 2X10 END JOIST 2X10 END JOIST OR SCURT BOARD OR SCURT BOARD FLAT SOFFIT BRIDGING RAFTERS AND SIDING SHALL STOP AT SIDE WALL 1 1/2" 3/4,. (2)-1/2" DIA. BOLT THE TRIANGLE END SHALL BE COVERED WITH Project number 23018 SIDING FLUSH TO SIDE WALL 1 Date 5/17/2024 FASCIA SIDE SECTION LAKE BOARD SIDE SECTION Drawn by HA Q Typical Main House Addition Roof Edge Checked by GB N Details n 1 1/2" — 1'-0" U 1ypic1 I ODeck Railing Details ti A . 15 N N M N Scale As indicated LO studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 5912402 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 1 A.09 client: B.7 B. 1 Maria & George Cambourakis site address: 0 -4 1/2" 200 Cedar Drive, East Marion, NY 11939 1'-6 1/2" 10'-4 1/2" tel: 718.706.7196 Ext. 101 COPING PAINTED email: gjc@set-ny.com RED-BROWN RANDRAIL SEE A.15 FOR tax map#: 1000-22-01-3 and -4 DETAIL PINE 1 1/4" DIA. I Master Bedroom I I Staircase and Hallway © GWB PAINTED RED-BROWN GWB PAINTED WHITE �- io Cl) _z' _ _ _ -o_ _ _ Second Floor RAIL BRACKET, TYP. IF NEEDED PATCH THIS I 10"TYP. CORNER WHITE GWB PAINTED I O a RED-BROWN I - Kitchen Bathroom 1 FURRIo STEEL ON I I v 0 EX 2 Y COLUMN c. ao RED-BROWN I PAINTED ( f� m EXISTING BATHROOM PARTITION 3'-6" 1'-5 1/2" No. Description Date A.2) A.2.4 E First Floor EXISTING 2X4 PARTITION NEW 2X4 PARION — TIT 46' - 8 3/8" 10'- 10" NEW 3 1/2" DIA. STEEL COLUMN � FLUSH I I i NEW FLOOR EXISTING FLOOR i N _ - Staircase South-North Section LL ") EXISTING i POCKET DOOR 0'- 1/2": io :REPAINTED =- GIRDER ABOVE Bathroom 1 I REDISH BROWN PAINTED E 2 - 1 B. 1 B.7 A.09 111"WIDE 24" DEEP 11'-3" 5'-0" COATCLOST&CHINA II � � � ;CABINET :REDISH BROWN GWB PAINTED 351/2" +/- i :STAINED RID-BROWN Dining 0'-4 1/2"-, ih UA. GWB PAINTED Pantry RED-BROWN ^4 ,C PARTITION WHITE PAINTED v M J"' 7 I� 7�r Seco_nd Floor WHITE > 1�o � 3 Cl) U=F I� I fr- ---.---- - 2 A.17 4 II + O I I ___-- i GWB PAINTED ----- 12" DEEP OPEN RED-BROWN SHELF 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 1 --------------- ------- ZJ WHITE PAINTED A.09 1'-6" 2'-0" PROJECT ------------ M `0 3/4" Cambourakis ti -12"TYP. 3/4" I 1/2" Residence `'' 4 1/2" REDISH BROWN PAINTED (GIRDER AND WALL E GWB BROWN 3/4" i WHITE BELOW) ENCLOSED SPACE PAINTED STAINED UNDER STAIRCASE RED-BROWN CABINET I II 3/4" i � SIDE B. 1 - - __ .. � _� _ _ -- T�__ __ ._ B._1 _ Staircase and Pantry o L J Details EXISTING EXTERIOR WALL 2 3 CONVERTED TO A PARTITION A.16 A.16 NEW 2X4 PARTITION 6i' 3/$r REDISH BROWN LZ PAINTED 10'- 101, I Project number 23018 FULL HEIGHT CABINET NEW 3 1/ " DIA. Date 5/17/2024 REDISH BROWN STAINED STEEL COLUMN Drawn by HA 2 Q Checked by GB i° n First Floor- Callout of Staircase n Staircase North-South Section ti A 0 16 cli M N Scale 1/2 = 1'-0" LO SPACE ADJUSTMENT studio a/b architects 0" +/- 114" 12" 12" 35 1/2"+/- 12 0 TOR DOOR 651 West Main Street, A.2 A.2.4 A.2.5 A.3 FILL 36" 36" 42" Riverhead, NY 11901 631 323 1426 , 631 5912402 11'- 11 1/2"+/- 7'-6 3/4"+/- 6'-6"+/- + �_— + glynis@studioabarchitects.com (V U_ N mailing address: M PO Box 444, Orient, NY 11957 I I 3/4" 3/4 3/4" d. client: v 3/4" 3/4" 3/4" Q _ Maria & George Cambourakis I 1 0'-4 1/2" 1 'v FIXED SHELF SHELF site address: SHELF, TYP. BESIDE BESIDE Y 11939 200 Cedar Drive East Marion N I O o tel: 718.706.7196 Ext. 101 `° email. gjc@set-ny.com I 10 1/2 I a tax map#: 1000-22-01-3 and -4 1 GIRDER ABOVE �, Cl) ADJUSTABLE C, --_---.-_- i v E v ---- SHELF, TYP - i =________---- ------------ yf' - N M �L__ _ __JI o ✓ i ' i _ First Floor _4O.A. 48"WIDE 24" — `t n v DEEP COAT CABINET ' - " �1 r------------ 34" — N \ ! OPEN SHEL, PAINTED WHITE, TYP. 12' - -J — J Pant West Elevation rY 3 Pantry North Elevation 2 1/21' = 1'-0" 2" = 1'-0" I I I 1 A.18 _.............._...._...__ ._._. 1/ 12" / 1 ! =-_---------- N li O 1 I t r CABINET NOTES: I i f ti',i,,•t 1. ALL BUILT-IN CABINETRY IN THE KITCHEN AND PANTRY LISTED IN DRAWINGS ON A.16 THROUGH A.18 ARE ----- ------ --- --- — 11 �;. ESTIMATE PURPOSE ONLY BEFORE ANY PRODUCTION OR O.A. 60"WIDE 24" PURCHASE, VERIFY ALL ITEMS WITH ARCHITECTS AND I -_-___' _______ (0 / DEEP CHINA 1/2" PUSHED IN OWNER FOR FINAL DECISIONS OF CONFIGURATIONS, r-------------- 2 CABINET A.17 36" 36" WALL AHEAD STYLES, ACCESSORIES, FINISHES, HARDWARE, AND LIKE. Cl) T GWB PAINTED WHITE 2. DOOR STYLE, UNLESS OTHERWISE NOTED, DOOR STYLE _ _ ( SHALL BE"SLAB", OR "SHAKER" JV + _j 3. HARDWARE: UNLESS OTHERWISE NOTED, iv 3.1 HINGES SHALL BE EUROPEAN CONCEALED HINGES, ____ -_-__ _ No. Description Date --- i SELF CLOSING TYPE. P A.09 - : 3.2 DRAWE R SLIDES SHALL HAVE SELF CLOSING AND ---- -- 12" DEEP'. EGG .: - SLOWING DOWN FUNCTIONS OPEN SHELF ""' `:• ', 3/41 3.3 DOOR PULLS SHALL BE EMTEK SANDCAST BRONZE KNOB, 86052, OR EQ. ____________ .4,„ 4. MATERIALS: UNLESS OTHERWISE NOTED, 3/4" 1 1/2" ; ;`; 3/4" 3/4" 4.1 CABINET CASES SHALL BE PLYWOOD CONSTRUCTION M 4.2 DOORS SHALL BE PLYWOOD LAMINATED MDF, OR SOID ------------ 1/2" ELF SH WOOD, WITH OR WITHOUT GLASS 'v 3/4" I BESIDE FIXED 4.3 COUNTERTOP SHALL BE 2" QUARTS BY CAMBRIA, OR EQ. = 5. FINISHES: UNLESS OTHERWISE NOTED, o M 3/4" 1 0 51 OPEN SHELVES INTHE PANTRY SHALL BE PAINTED SHELF TYP __.__..__. ._...__......._.._....._.._.._.._ _.......-..._..................._.___._...-__-.- _____.._ _._. __.-..-.-.__._-..--- POCKET _.-_._----».»>_ _.._- --_-�.._._-_--..._.. -__....-._...................._-.---.--._---_--__-'--.._..--_.._____._._. °' DOOR WHITE. B. - - - - _ -. ~ - -- - - - ___ --. __._-_-__ - — - - AHEAD 5.2 ALL OTHER CABINETS SHALL BE FINISHED "REIDISH T BROWN" STAIN TO MATCH EXISTING DINING TABLE. /1\/' w + _ _____________ SEE ALSO FINISH NOTES ON A.12. EXISTING EXTERIOR WALL o I O , MICRO- 5.3 COUNTERTOP SHALL BE 2"THICK QUARTZ BY CAMBRIA m WAVE ADJUSTABLE OR EQ. COLOR SHALL WORK WITH THE WOOD STAIN COLOR -• CONVERTED TO A PARTITION N Q M SHELF, TYP. ON THE CABINETS. THE COLOR MAY BE CAMBRIA CLASSIC 2 3 w 2'-0" SERIES,"CARMARTHEN BROWN,"OR"BURTON BROWN," A.16 A.16' _____________ _________�= CAMBRIA MATTE, OR EQ. ------_ - 6 SUBMITTALS I � � 8' 8"+/ 0' 4 1/2" i--. CONTRACTOR SHALL PROVIDE SAMPLES OR CATALOGS FULL HEIGHT CABINET ! FOR APPROVALS: ---------- -� ------------- ---------- -------------------- ___ -_ --- -------------- -------------- ---- ------ - - DOOR STYLES 46rst$I30/$r - STAIN SAMPLES MADE ON THE SAME MATERIAL(S)AS FINISHEDTHE CABINETS --------------------------------------------------- --- ------- -� - --- _ ___________________________ ____ ________ - COUNTERTOP COLORS 7. MANUFACTURERS ARE EQUAL TO: z Z' ' '� 3' SUPREME CABINETRY M DURA KRAFTMAID CABINETRY www.kwww.durasupereme.com 4 HIGH Q HOT& COLD WATER CAMBRIAwww cambrausa com - www.kliptech.com..............._... r .. A.18 7 1/2 1 0 p ec com ISLAND ch SUPPLY PIPES Pantry East Elevation I COUNTER `° _ RUN IN THE SPACE 4 � __ �_ �� KLIPTlrCH for ECOTOP www.kli t CABINET o W ICE STONE www.icestone.biz BHIND. CABINET HERE SHALL BE FORMALDEHYDE-FREE PLYWOOD: � 2 -0 COLUMBIA FOREST PRODUCTS MADE SHALLOWER www.columbiaforestproducts.com 6 A.18 2 L FOR THE STEEL p COLUMN FURRING FORMALDEHYDE-FREE MDF: -----� LAST SIERRAPINEwww.sierrapine.com AS WELL HE PIPES �� A.10 REFRIGE- ir• f RATOR 4' 2,1 �C 787 0�.� I j I E A.18 � I 3 3' H COUNTER 2"QUARTS, CAMBRIA 2' -0" i BURTON BROWN `�' OR EQ. ! PROJECT i Cambourakis ' I Residence ----------- ------------ 0 -_-- I 1 I 1 OF °W Kitchen Details 1 I I 0 0 1 I Project number 23018 1 Date 5/17/2024 A.11 Drawn by HA Q Checked by GB M n First Floor - Callout c�f Kitchen LO N O N M N Scale As indicated LO FILL BOARD TO CEILING ADJUSTABLE SHELF, TYP. studio a b architects B. 1 COVER PLATE 651 West Main Street, CUT TO ADJUST TO REFRIGERATOR HT. Riverhead, NY 11901 3'-6 1/2" +/- 9'-3" B.7 B.6 631 591 2402 REUSE EXISTING THERMADOR 631 3231426 CABINET HEAD FILL BOARD BUILT-IN MICRO WAVE GIRDER glynis@studioabarchitects.com mailing address: CLEAR GLASS, TYP. SIDE BOARD PO Box 444, Orient, NY 11957 ------------------ ------- ----- ------------------------------------------------- GIRDER ---- / \ BOX / \ / client: JUST IN FRONT / \ \ OF THE CABINET BOARDSIDE / ` / ` Maria & George Cambourakis o --- --- --- --- \ / site address: o j CUD) // \\ \\ / / \ / � 200 Cedar Drive, East Marion, NY 11939 00 Q \ / \ / / \ FINGER GRIP rn e: .7 6.7196 Ext. 101 CUT AT TOP email: gjc@set-ny.com / \ _ FINGER GRIP CUT AT __ -- --- AND BOTTOM OF c c tax ma #: 1000-22-01-3 and-4 DOOR, TYP. - \ / \ / TOP OF DOOR, TYP. P 00 \ / \ / REFRIGERATOR N SPACE ---- ----- --------- - O /--------\ /--------\ /------ / -----\ / \ N --- --- --- --- \ / r 1 r r N 0) 1 N 7 rT----------�-1 O J --- --- --- --- ---------- ---- ----- ------- ------ ------------ W01) Z \ Ll \ / N \N / M\ --/ -- -- -- -- -- I/L---- ----JL---- ----JL---- --- J L-- ----J L----\ /-----� First Floor _ — — 46' - 8 3/8" - - ---------- - — 30" J_ 30' 48" 1 1/2" 3 30" 30" 36" 3/4" 30" 36" 2 1/4" 1 1/2" 10'-6-15'_91, FILL 2'-0" 24" DEEP CHINA CABINET 24" DEEP COAT CABINET 8-GLASS DOOR 2-SOLID DOOR 3/4" CABINET 3 x(#of vertical subdivisions) COAT HANGER ROD, DEPTH ADJUSTABLE SHELVES 1 FIXED SHELVES (2)-PULL-OUT TRAYS SHALLOWER TYP. OTHERS 24" D n Dinning West Wall Cabinet East Elevation n Kitchen East Elevation 1 - a 1/2" = 1'-0" L 1/2" = 1'-0" ALL CABINETS SHALL BE STAINED REDISH BROWN TO MATCH EXISTING DINING TABLE, TYP. No. Description Date A.3 A.2.4 A.2 A.2 GIRDER BOX HEAD FILL BOARD A.2.4 JUST IN FRONT OF THE CABINET ----- -- --- ----- ------------ --------------- i Un � I CABINET / \ FILL BOARD i • FINGER GRIP CUT AT TOP OF DOOR, TYP. co_41111 Ll C,1 4 / \ / \ / \ EDGE OF SIDE WALL �- ---------\ -- -------� GWB WRAP J I _ PAINTED (RED-BROWN) ------ ------ ----- ----- ----- ----- ----- ----- ---- ----- _ 7\_ 3-ADJUSTABLE/ 2-ADJUSTABLE// \\ PULL, TYP. ------ \, -- /----- \7 r/---- SHELF (FU L DEPTH\ - ----- /--------\-, � 12" DEEP i (FULL DEPTH) -_- - L__------ cfl DW - - -------------- ---------- --- ------ STOVE ---- ---------- KEEP SPACE OVER----f-- \ / ``' \ / IN FRONT 32PULL-OUT \ / IyY�� L__ L_-__- _____ First Floor _ First Floor 46' - 8 3/8" 36" 36" 30" 2" /- 3 1/2"+/- 36" 24" 36" 0" 30" 30" 30" 30" 30" FILL 1/2"+/-FILL < 104"+/- J 3-DRAWER SINK CABINET 2-PULL-OUT' RAY, TYP. 2- PULL-OUT-TRAY, TYP. 1-FIXED SHELF BROOM CHINA CHINA CLOSET CLOSET CLOSET - South Elevation of Kitchen North Wall n Kitchen South Elevation Elevation --- Cabinet r� . -011 SIDE PANEL PULL, TYP. REAR BOARD PROJECT C (SEATING SIDE) 7 ambourakis + + + Residence SIDE PANEL SIDE PANEL SIDE PANEL TYP. + + + First Floor Kitchen Details 2 riK _ _ First Floor 46' - 8 3/8" 46' - 8 3/8" 36" 36" 36" /4" 9'- 1 1/2" 3-DRAWER, TYP. Project number 23018 n Kitchen Island South Elevation n Kitchen Island East Elevation n Kitchen Island West Elevation Date 5/17/2024 1/2" = 1'-0' 1/2" = 1'-0" Drawn by HA Q Checked by GB M A. 18 N CD N co N Scale 1/2" = 1'-0" LO 3' X 6" SUBWAY TILE, TYPE D LIGHTING FIXTURE WRGWB PAINTED TILE TYPED TILE TYPED HINGED GLASS WRGWB PAINTED studio a/b architects SHOWER PANEL WRGWB PAINTED L 651 West Main Street, ........ ......... -- .......... ........................ Riverhead, NY 11901 . .......... ... .......... 631 591 2402 39 1/2" ----------- ------------ ---__------------------ 631 3231426 ORIGIN : glynis@studioabarchitects.com N .......... C L ----_-_------------------- - ............. -------------- ----------------- .......... .......... .......... mailing address: ....................... ............. ................ ...... ............. .......... .......24"TOWEL PO Box 444, Orient, NY 11957 ................ ............. RACK- ........................... .. ..... 40"W MEDICINE CABNET W/BAR., WALL SURFACE MOUNT K ROBE HOOK SHOWER BASKET client: .............. C14 7 5" .......... Maria & George Cambourakis .............. .......... ........................... ........... .......... ............ ---------- --------_-_-_--_- ---------- ------------- site address: .............. 200 Cedar Drive, East Marion, NY 11939 0 ................. ..................................... ..................... Li TOILET 00 tel: 718.706.7196 Ext. 101 ----------- PAPER' 24"TOWEL BAR .....................I- email: gjc@set-ny.com ... ..................................... ................ ........... ............................... ....... Cl ---—---------- _------------- -.36" GRAB BAR 04 tax map 1000-22-01-3 and -4 ............. ........................................... < 48"W WALL-MOUNT CL' N ....................................................................... 1-T (0 LAVATORY CABINET NO BASE It Cl) FLOOR TILE SHALL COVER THE EDGE TUB TUB LO OF GWB, TYP. V I Iz Second Floor 5 N 17" 17" 47" J 55 5/ I Z W FZ 0 2FL Bathroom West Elevation 2FL Bathroom North Elevation 2FL Bathroom East Elevation 2FL Bathroom South Elevation 11-011 1/211 1 1-011 1/2" 1/211 = 1 1-011 23 1/2" ROBE HOOK 4"X 12"SUBWAY TILE, TYPE C WRGWB PAINTED LIGHTING FIXTURE WRGWB PAINTED ALIGN TILE JOINT\\ ................................... .-TILE TYPE ............................................... ........ ................... ......................... ........................ 24"TOWEL BAR ................................. A 24"TOWEL 19"TOWEL BAR No. Description Date 3" RACK W/BAR 14' 59"X 26"X 5"SURFACE < --_----_-------------------------- ........... I MO MEDICINE .. .......................... CA13INET W1 MIRROR T ........................ U) ........... ............. ... �TOILET _J ............................................................... .................... ......... ............................. U_ zi (PAPER 00 -- -- ---- - - ----------------------- ........... ................. HOLDER ................. 0 CD -1 36" GRAB BAR ...................................................... L 60"(NOM.) W WALL- U') W MOUNT LAVATORY .......... z ------------ z CABINET Cl) ui ........... - ----- ............ .......... ------------- ------ : 00 59 5/16" ........... y Second Floor TUB L NO BASE 55' - 5 5/8" FLOOR TILE SHALL COVER THE EDGE OF GWB, TYP. Master Bathroom North Elevation Master Bathroom East Elevation Master Bathroom South Elevation Master Bathroom West Elevation I-Y�1/2�- = V-0" 1/2" V-0" 1/211 1 1-011 1/211 1 1-011 A.2 A.2.5 A.3 B.3 -4- 0 378 Bathroom Accessory Schedule NEIN 0 6.7 _r� Room Fixture dim. Product Note Quantity Finish C� ------------ ----------- A A Master Medicine Cabinet w/ 59"x 26"x 5" Fresca 59"Wide x 26"Tall Bathroom Medicine Cabinet with Mirrors 1 Bathroom mirror Product code FMC8019 2FL Bathroom Medicine Cabinet w/ 39 1/2"x 26"x 5" Fresca 39 1/2"x 26"comes within the Lavatory set. See Plumbing 66" 4" ............................ ........... mirror Schedule 2FL Bathroom Tub Glass Door Vigo Rialto 57 3/8" High x 34"Wide Hinged Frameless Shower Door 1 Flameless Clear PROJECT o with 5/16"Glass, Model VG6074CHCL3458 ' 2FL Bathroom/ Toilet Tissue Holder Nameeks General Hotel Single Post Tissue Holder, Model Nameeks 3 black Cambourakis Master NCB52 Bathroom Pool House Powder Residence 18...................... A.19 Room 9 A.19 2FL Bathroom 24"Towel Rack Moen 24"Towel Bar with Shelf from the Donner Hotel Motel Collection 2 Polished Chrome Master Model CS15208-241 PS 8 Bathroom Master Towel Bar 24" Nameeks StilHaus 24"Towel Bar, Model:StilHaus ME05-08, from the 1 Chrome Bathroom StilHaus Collection 2FL North Bathroom 191, Master Towel Bar Nameeks Luxury Hotel 19"Single Towel Bar, Model: Nameeks 1 Chrome ------------ Bathroom NNBL002, from the Nameeks Collection Details Pool House Towel Bar 13" Nameeks StilHaus 13"Towel Bar, Model StilHaus ME06-08, rom the 1 Chrome Powder Room StilHaus Collection 0 2FL Bathroom Glab Bar 36" Moen 36"x 1-1/4"Grab Bar from the Home Care Collectio,Model: 2 SS peened C14 Master R8736P L Bathroom Project number 2FL Bathroom Shower Basket Ginger Splashables Combination Basket 501/PC 1 Polished Chrome 23018 m/ Robe Hook 2 0'-4 1/2" 2FL Bathroom k American Standard Studio S 7105210 Date 5/17/2024 Master Bathroom Drawn by HA Checked by GB F OR ti IGIN 0 -rr ILI- <9 Second Floor- CallOUt of North Bathroom n Second Floor - Callout of Master Bathroom V_0 A . 19/2 N co N 11-011 LO— Scale 1/2" = studio a/b architects POOL FENCE 651 West Main Street, TOP OF FENCE Riverhead, NY 11901 FOLLOWS GRADE 631 5912402 APPROXIMATELY 631 3231426 glynis@studioabarchitects.com 3 mailing.20 PO Box 444, Or address:ient, NY 11957 REPLACED DECK RAILING client: STONE DRYWALL EDGE, TYP. Maria & George Cambourakis site address: POOL FENCE 200 Cedar Drive, East Marion, NY 11939 tel: 718.706.7196 Ext. 101 emai e r� 8 3/8 r 461 _ °OII I.... _ tax m #, 1000-22-01-3 an • - - map d -4 ; Pt: //�/y��,:� ............ ...... ... . ... .. ... ........: .. ..... •... ,y P ' , P r-` -- � Fr i6•P fe''l Pt Level ,� �44I 011 o Et !T.' Eic`.P •1 Ek :?... •."awwaiiro .b e , r ; ;4 _.... _. _... �E 4' , _ , I : ; •Ear, .. •ke ..✓". FILL -- - -- -- - _......... . _......_... . _;-... : , ; : ; I : : y® .ter..ur®:ww.. 1•.n. ....r..� ter. —r��.,�.:..n. —i rt—: ..F..� -..�.—.• —.i'�i.— --, —, ; . ; I — i I - i ; ; : : I :— HOT TUB PROP. POOL PATIO: PERMEABLE PAVEMENT POOL STEP FILL GRADE FLUSH TO APPROX. EXISTING GRADE DRY JOINT PATIO SURFACE, TYP. ELEVATION VARIES ON 4"GRAVEL KEEP 1/3 MIN. SLOPE ON RECOMPACTED SOIL n West-East Site Section thru Pool1 4 5 A A.20 8 .15 A.20 3 3 A.20 A.20 EXISTING DECK NEW RAILING RAILING TOP RAIL: 4X4 CEDAR REPLACED FACE: STAINLESS STL WIRE @3 1/!2"O.C. PROP. POOL ACCESS tion Date No. Description LANDING AND STEPS P 3 a _ A.20 _ EXISTING DECK A,2 - _ �„ POOL PATIO _ PERMEABLE M Cl) POOL FENCE - PAVEMENT 1", 3 1/2" M 3 1/2" 1" M _ ON 4 GRAVEL < — EXISTING DECK 3 1/2Ek 1„ - ON COMPACTED 4 'Ile 12" SOIL - r- - - - - - � m 4 PO - OL EQUIPMENT _ 1 EQ - - 00 g NEW DECK 5 -5'-0" 31'-4 1/8"+/- 5'-011 — — — (2)-2X10 GIRDER 5'-0" ---- ---- Pool P � + atio Level I l ee — — — — y I I I j mil/ 44' _ 0" — — — ^e : - - - --- - I d G o o G m - 1 _ i I np G c "Gh Pau 4S �r + --7'-6",+/� I --- - - - _ -- — - 4x4 ACO POST - - -IIIIIIIIIIIIIIII -ot17.0' POOL FENCE 12 SLOPE 4 - 2 1/3 (4/12) MAX. POOL STEPS _ A.20 + 5.0'MIN. LO — 1 — - i 2'-011i 6' /-DIA. HOTTUB - �—�----� --'-- i � i �.._.__..,. . .-----i i - - o __ _ III I I IIIIII—III —III III III III III—III III III III I—I M I a� -0"4'-0' 8'-6" - -Fi'-6'" 2 0'-0" — ---- -- -� PT Ea- S s n Section through Access Staircase to Pool W st Section at Acces Decks n West-East Section at Access Staircase n -- ; -- 1 11 11 I 11 I i - '- _ POOL FENCE b { HEIGHT ROUGHLY FOLLOWS ' I GRADE 6' MAX.,4',MIN. 171) `- GATE I LL POOL SYSTEM NOTES: --- - - ALL WORK SHALL COMPLY WITH YS PLUMBING CODE, - � 1--�---- Y N RESIDENTIAL CODE, EXISTING BUILDING CODE, P E, ENERGY CONSERVATION CODE, AND ALL APPLICABLE CODES AND REGULATIONS. CID __ __ __ SE 4 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS. 23%87 .� 3- ISER STEPS SWIMMING POOL ' E A.1 � �~ � PROP. POOL PATIO: Q� I PERMEABLE PAVEMENT 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE " .. ... J DRAWINGS. I DRY DINT N4"GR 2. REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR O GRAVEL COORDINATE E THE WORK WITH THE -- . ON RECOMPACTED SOIL DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE ; CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL _ . POOL FENCE - -- -- : -- ---- - ---+- --'--- I - --+--- BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. _..._-- 3 PATIO SURFACE TYP • .._..... ! KEEP 1/3 MIN. SLOPE WORK. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO _.. E; O O THE K F OTHER TRADES OR FOR PROPER EXECUTION N F -'--- -'- 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL STATE COUNTY PROJECT MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; __.._ 5.0, MIN.; ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING C a m bo u ra ki s WASTE FROM POOL HO USE __.____._, - --�-- —� -- ---; -�_! TRENCH DRAIN TO DW JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION MPANY RULES AND o ! I REGULATIONS; COMPASSOCIATION ILY WITH OCCOUPATIONAL SAFETY AND HEALTH AMPLY WITH APPLICABLE UTILITY OCT(OSHA) REQUIREMENTS. Residence ! _I 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE - II - -- -- - - — i.... .._ —.00 COMPLETION OF THE WORK. - ' 6 E INSTALLED AT THE PROPER TIME WITHOUT _..... � � CLOSELY SCHEDULE THE WORK SO THAT WORK WILL B - - - B9 - DELAYING THE COMPLETION OF THE ENTIRE PROJECT. - -. . -- - -- - - -- 7. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, Pool and Pool Patio ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED WATER MAIN FOR POOL AND BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO B8. - LL POOL HOUSE CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. Plans w w 8. CONTRACTOR SHALL COORDINATE WITH PLUMBING CONTRACTOR AND PROVIDE NECESSARY INFORMATION FOR THE POOL CONSTRUCTION. 9. CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE -- SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. - - 10 CONTRACTOR SHALL PROPOSE ALL POOL AND HOT TUB SYSTEMS WHICH MAY INCLUDE, BUT NOT Project number 23018 B LIMITED TO LINING'SYSTEM MATERIAL AND COLOR, EDGING DETAILS, COVER, WATER SUPPLY AND a� Date 5/17/2024 A N pp b;' DISPOSAL CIRCULATING, CLEANING, FILTERING, HEATING LIGHTING SYSTEMS. .............. o 01 ° o PROVIDE COLOR SAMPLES OF LINING AND OTHERS FOR OWNERS SELECTION C, Drawn by - - - - m a' 11. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE HA Q A4 A5 A6 IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH Checked by GB - -- - PYRAMID RULE MEASURE POINT TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. PROPERTY LINE ELEV. 41.7' +/- 12. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. 1 Pool Patio and-Pool House L out o y A . 20 (N co N Scale As indicated LO 6 69 B 5 68 6 Q studio a/b architects A6 A.21 A5 A4 A4 A5 UPPER FASCIA A'21 A6 B8 / B9 651 West Main Street, 1X3 ON 1X12 Riverhead, NY 11901 631 591 2402 LAKE BOARD v�� LAKE BOARD 631 3231426 1X3 ON 1X12 O�J� 1X3 ON 1X12 glynis@studioabarchitects.com 2X6 CEDAR I mailing address: PERGOLA RAFTER Q�Q/-� PO Box 444, Orient, NY 11957 @16 3/8"+/-O.C. LOWER FASCIA: 1X3 ON 1X6 2X6 ACQ LEDGER client- (2)-2X6 ACQ GIRDER I Maria & George Cambourakis POOL FENCE 1'-4 1/2" 2X6 CEDAR POOL FENCE r r r r POOL FENCE site address: END BOARD , , , , r , 200 Cedar Drive, East Marion, NY 11939 77TTT L r � r � r � r � tel: 718.706.7196 Ext. 101 3'-0" r r r r BOT M FLUSH 3'-0" email: gjc@set-ny.com i tax map#: 1000-22-01-3 and-4 Pool ptio Level Pool Patio Level �M I - 44 - - is , i i 9 0 - _ _.. _.. II I - : , . : ._. .._____—: ...__.___ _.__.__._.' _.___._. ..... ... . 5 H SHOWER FENCE ............. : PARGED 1X4 CEDAR @ 4" O.C. I -1 2 Pool House North Elevation n Pool House West Elevation n Pool House South Elevation n Pool House East Elevation 1/4" = 1'-0" 1/4" = 1'-0" U 1/4" = 1'-0" 1/4" = 1'-0" - Pgeg4` B8 B8.5 B9 4X4 ACQ MIN. 2' Y MTL FLASHING ASPHALT SHINLES SUNKEN TO SOIL ON ASPHALT FELT INSTALL POOL POOL PATIO ON 3/4" PLYWD SHEATHING ENCLOSURE LATCH ON 2X12 RAFTERS @16"O.C. 4X4 ACQ COLUMN X3 ON 1X12 IA AND LAKE BOARD: ON 10"CYLINDRICAL A.21 CONC. FOUNDATION INSTALL 3", R19 CLOSED CELL SPRAY FOAM INSILATION 2 - --..--'. 7 1/4", R30 MINERAL WOOL BAT INSULATION TOTAL R49 5' H SHOWER FENCE 5'-9''.. . .. . 5'-9 7/8' .. .. . .. _ 8 4 1/4 5'-9 7/8 VERTICAL 1X4 CEDAR iv 0'- 1" @4„O.C., TYP. 36" M o Description Date B9 _ _ _ !_...._........................ ....... WALL: I SIDING (TYPE 2) o 16Z 17 ON 1" RIGID INSULATION JACK STUD CONTINUOUSLY 36" (2)-1 3/4"x 3 1/2"LVL ON WRB THERMAL ENCLOSURE EXTERIOR SHOWER ON 1/2"PLYWD SHEATHING CEILING AND WALL RIGID INSULATION � 2'-0" - I � ON 2X4 STUDS @16" O.C. 1/2"GWB PAINTED 36" v j 1" RIGID INSULATION R10 BAR 3 1/2" MINERAL WOOL BAT POOL FENCE INSULATION R13 TOTAL R23 zo r = I 13'"0" FASCIA: � 1X3 ON 1X6 1 o I I I A.22 SOFFIT: I N ' 1/2" PVC SHEET 47) , $ .22 B8 — _ __—__- -----_--__ ____ 00 Y — 11 2'-0" 3'-9" 3'-6" T-3" T-3" 2'-0" of POOL PATIO 5'-9" 20'-0" � FLOOR 12"x 12"GREEN SLATE TILE r 4 PARGED `� ON 4" CONCRETE ON 2" RIGID INSULATION F.F. ELEV, 44'-1/2 A4 A5 A.21 6 A6 ON DAMPPROOFING \�� ON COMPACTED SOIL MIN. 1/50 SLOPE MIN. 1/50 SLOPE A.21 Pool Patio Level n Pool House Floor Plan — — 9 v — L V r� a o �a c°a A 1/4" = 1'-0" - —� --, - 'oe ..._....._. .- . ....... ._........ ..:.........-.. _ __._...._ ..._...._ -- -- - ......._.._. e a - a- a Q 9 (i q � C cb e a ..._...._.... d°°° _..._..... _...._.... I I - _: I :._............. _..... _..._..:; __. _......... <<.... _.. __ _...... a -. __........ ° I 2X6 CEDAR ............... L.:..__..... I � I II _ _ : I I : i I ; TRENCH DRAIN _.i 4X4 ACQ COLUMN Ri : .- -__ - --- i i -.. G -.-. -----__ __._..._. m __.._.... : I ' ----------- BELOW -6 O _«__.._. - - - -- -- --- .n %< I— -i 6 - -- _ e I - -- i 1 : B a : I I I ,�— � i NE�''I � lr O , i F O I I I I : 2 2x6 ACQ GIRDER ; ; :......_...�.; �........_ _..... A BELOW PERGOLA .. .. i I .... E _............_.. ......._......, - - _ ... .. .. I ' - RAFTER _.... _ ...� _... _...._ _..........__ _......__.... i , I 2X6 ACQ I . i i L � _t 11 OP 6 Pool House Typical South-North Section B8.5 m B8. 1/2" = 1'-0" PROJECT . • . ,� F 4" CONCRETE SLAB ON GRADE RP Ca m bo u ra ki s ON SOIL FILLED BACK AND COMPACTED A 2y'12 Residence A ° c ' Pool House Plans BV e - - .s • . ..... ..........,_..._..... ..........__._.,.,.7....__ _ _._._._. _.._____ B8 Room Finish Schedule, Pool House 6 A A4 A5 6 A6 Finish A4 A5 A.21 A6 Room# Room Name Floor Base Trim Wall Ceiling Comments Project number 23018 „ A.21 Date 5/17/2024 P1 Pool House Lounge 12"x 12" Green 1x1 pine painted (Type 5/4 X 2 paint(Type 1/2"GWB paint(Type A, white) 1/2"GWB Painted (Type A,white) Slate tile D, white) D,white) Drawn by HA Q P2 Pool House Powder 12"x 12" Green 1x1 pine painted (Type 5/4 X 2 paint(Type 1/2"WRGWB Painted (Type B, 1/2"GWB Painted (Type A, white) Checked b C° n Pool House Foundation Layout SEE S.02 FOR FOUNDATION TYPE A y GB Pool House Roof Decking Layout Room Slate the D, white) D,white) white) 1/41' = 1'-0" 8 1/41' = 1'-0" SEE A.07 FOR POOL HOUSE EXTERIOR FINISHES A. 21 0 N Cl) N Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 5912402 631 3231426 2'-0' glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 B8. - - - �� client: ° ° Maria & George Cambourakis site address: 200 Cedar Drive, East Marion, NY 11939 tel: 718.706.7196 Ext. 101 1'-3' 2'-5" email: gjc@set-ny.com 2 tax map#: 1000-22-01-3 and -4 o rj 0o - - 5'-9" A4 A5 n Pool House Powder Room Plan 1/2" = 1'-0" B9 B8.5 B8 A5 A4 B8 B8.5 B9 SEE A.21 FOR BUILDING CONST. SEE A.21 FOR BUILDING CONST. No. Description Date A4 A5 � I I L SLOPED CEILING GWB PAINTED 2X6 CEDAR @16"O.C. I 1/2"WRGWB 2X6 CEDAR @16"O.C. 1/2"WRGWB PAINTED PAINTED � 1/2"WRGWB I I 1/2"WRGWB 2X6 CEDAR PAINTED PAINTED 2X6 CEDAR `\ 2 -2X6 CEDAR • 2XE CEDAR 2X6 CEDAR 13" � � � TOWEL BAR. 1 \ 3 -0" 10 3/8, \ 3'-8 �� /� I TOILET TISSUE HOLDER / I \ 24" 1'-3" \`\ 0 o / \ FIXED SHELF ' �n - o \ / M - \\ N 1T7 7 — -- -- 1x1 BASE PAINTED 1x1 BASE PAINTED FIXED I. . .. __. ------=- : : --------' 1 x1 BASE PAINTED PANEZ -------: ------- -- ------- - n Powder Roorn North Elevation q Powder Room East;Elevation n Powder Room South Elevation 5 Powder Room West Elevation 1/2" = 1'-0" 1/2" = 1'-0" Y 1/2" - 1'-0" 1/2" = 1'-0" I _�,� 02�77�j _ O N W�O 18" 18" ......... BALCK LAMINATE — j WOOD COUNTER PROJECT COUNTER MAPLE I POLYURETHANE, Ca m bo u ra ki s i GLOSSY 7 MIN. COATSURETHANE, GLOSSY I I MIN. 6 COATS BALCK LAMINATE WOOD COUNTER COUNTER 7 A.22 Residence A.22 � E END PANEL: 18" 18'-' MIDDLE WALL PANEL, 3/4"WHITE BULLNOSE 18" 14" 3/4'WHITE BIRCH 81" BIRCH PLYWD CLEAR CEALER OPEN SHELF PLYWD EA.2]2 �> ( i 10 q,22 W/ONE ADJUSABLE SHELF CLEAR CEALER 00 1" DIA. BLACK PIPE TEE Pool House Details io o -.....-... E I ' FOOT REST: 1" DIA BLACK PIPE 7 j UNDER COUNTER / A 22 O FOOT REST REFRIGERATOR ' _ _ 24 1/2"- 24" 1/2" O 8" STEEL BLACK PIPE SPACE L. L. 1" DIA. BLACK PIPE ELBOW N 1" DIA. N N CO Cl) r VERIFY SPACE SIZE `' `' ' 1" DIA WITH ;' — BLACK PIPE FLANGE Project number 23018 15"x 15" REFRIGERATOE SIZE __ ..._.- __................. Date 5/17/2024 BAR 9 II 32„ 4" 73 �4" Drawn by HAFAUCET 3/4" ,. I :, Checked by GB A.22 3/4 24" 3/ 30' 3/4" 24' 3/4' 24" 12" ti Pool House Bar Counter Detail T ical Section thru Bar Counter Bar Counter West Elevation Bar Counter South Elevation Bar Counter East Elevation A . 22 40 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" N Scale 1/2" = 1'-0" LO GENERAL NOTES: O MANUAL FOR 1 &2 FAMILY DWELLING(AS PER OAL AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME DESIGN CRITERIA CONSTRUCTION studio a/b architects TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD 651 West Main Street, SNOW SPEED DESIGN DESIGN UNDERLAY HAZARD (h) Riverhead, NY 11901 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND WEATHER- FROST TERMITE DECAY LOAD (i) (mph) CATEGORY TEMP. (f) -MENT 631 591 2402 CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED ING LINE (c) (d) REQUIRED 631 3231426 TO THE ATTENTION OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN (g) DEPTH(b) glynis@studioabarchitects.com AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 20 Ibs 130 C SEVERE S-0" MODERATE SLIGHT TO 11 YES N/A mailing address: WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO HEAVY MODERATE PO Box 444, Orient, NY 11957 TO ALL APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 3. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.T.M. SPECIFICA`IONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND DESIGN LOADS RECOMMENDATIONS OF THE VARIOUS-RADE INSTITUTES (A.C.I., A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS client: USED IN CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. LOCATION LIVE DEAD DEFLECTION LIMIT 4. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING SLEEPING 40LBS 10LBS L/360 Maria & George Cambourakis MATERIALS. 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 site address: PROPERTY MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE, TOWN OF SOUHOLD CODES, AND ATTIC (NON STORAGE) 10LBS 5LBS L/240 200 Cedar Drive, East Marion, NY 11939 ALL OTHER CODES AND REGULATIONS HAVING JURISDICTION. ATTIC (STORAGE) 20LBS 10LBS L/240 tel: 718.706.7196 Ext. 101 6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN ROOF W/FIN. CEILING 20LBS (SNOW) 15LBS L/240 email: gjc@set-ny.com BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR ROOF NO FIN. CEILING 20LBS (SNOW) 7LBS L/180 tax map#: 1000-22-01-3 and -4 ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF PITCH. 7. CONTRACTOR SHALL.LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. 8. RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION, OR ADMINISTRATION OF THIS PROJECT. WIND BORNE DEBRIS PROTECTION 9. ASSUMED SOIL TO BE SAND OR GRAVEL, WITH MINIMUM TRACES OF DRY CLAY, WITH A MINIMUM BEARING CAPACITY OF 2 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, TONS/SQ. FT. PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. 10 ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. 11. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER FASTENER SPACING SQUARE FOOT WITH A MINIMUM OF 3'41 COVER. 12. (NOT USED) FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT 13. CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI, 28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL <4 FOOT < PANEL SPAN < PANEL SPAN CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE <6 FOOT <8 FOOT FOUNDATION MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN, 2 1/2"#6 WOOD SCREWS 16" 12" 9" WHICH IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. 14. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. F 2 1/2"#8 WOOD SCREWS 16" 16" 12" 15. ALL WOOD FRAMING;, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC., TO BE DOUGLAS FIR LARCH NO. 2 OR BETTER, UNLESS NOTED OTHERWISE. a. THIS TABLE IS BASED ON 130 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL Lumber Design Criteria c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS Visually graded lumber d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING Douglas Fir Larch (#2 Surfaced Dry or Green @ 19% maximum moisture content) VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. All values and factors are from the National Design Specifications for e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT Wood Construction NDS-2001. Extreme Fiber Stress in Bending (Fb) NAILING SCHEDULE Single Members Repetitive use Factor Bending Stress Member Fb(psi)x Cf= Fb(psi)x Cr = Fb (psi) AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS 2x6 850 x 1.30= 1105 x 1.15 = 1271 JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 2x8 850 x 1.20= 1020 x 1.15 = 1173 2x10 850 x 1.10= 935 x 1.15 = 1075 ROOF FRAMING 2x12 850 x 1.00= 850 x 1.15 = 978 RAFTER TO TOP PLATE(TOE- NAILED) 3-10d PER RAFTER Horizontal Shear Stress = Fv x CH = 190 psi CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-10d PER JOIST Modulus of Elasticity = 1.60E+06 psi CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 4-16d EACH LAP LSL Fb=1,700 psi, E==1.3 psi CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 4-16d EACH LAP No. Description Date 16. ALL LAMINATED VENEER LUMBER(LVL)SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE SYSTEM (EWS)STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END 17. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF RIM BOARD TO RAFTER END-NAILED 2-16d EACH END APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO WALL FRAMING IDENTIFIED BY AN APPROVED TESTING AGENCY. 18. ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d* PER FOOT MINIMUM THICKNESS; OF 15/32". THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d JOINTS- EACH SIDE 19. ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI STUD TO STUD (FACE-NAILED) 2-16d 24"O.C. WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32"(19/32" FOR FLOOR SHEATHING). HEADER TO HEADER (FACE-NAILED) 16d 16"O.C.ALONG EDGES 20. (INTENTIONALLY LEFT BLANK) BOTTOM PLATE TO FLOOR JOIST,BAN DJOIST,ENDJOIST, OR BLOCKING 2-16d PER STUD 21. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. (FACE-NAILED) 22. JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE" OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. BOTTOM PLATE TO FLOOR JOIST,BAN DJOIST,ENDJOIST, OR BLOCKING 2-16d*A PER FOOT 23. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. (FACE-NAILED) PIER FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. 24. ALL EXTERIOR FRAMING, AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ FLOOR FRAMING TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-10d PER JOIST MATERIAL. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END 25. ALL HEADERS TO BE(2) 2 X 8 UNLESS OTHERWISE STATED. 26. ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE STATED. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 27. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK RUNNING PARALLEL TO SAME. LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST 28. BRIDGING TO BE EITHER SOLID, 1"X 3" OR 18 GA. CROSS BRIDGING, MIN 8'-0"O.C. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST 29. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. 30. JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST 32. FIRE BLOCKING TO CODE R602.8. NYSBC 718.2 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d* PER FOOT 33. INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS 34. INSTALL HURRICANE TIES AT EVERY RAFTERS, IF NOT EXISTING ROOF SHEATHING 35. PROVIDE COMBUSTION AIR VENTS AS PER NYS ENERGY CODES. STRUCTURAL PANELS 10d 6" EDGE/6" :-IELD 36. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NY BUILDING CODES, THE NY BUILDING CONSTRUCTION MANUAL, 2-8d PER SUPPORT AND THE NY ENERGY CONSERVATION CODE. 3-8d PER SUPPORT 37. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NY CODE. CAST IRON PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS WITH APPROVAL JOINTS, PIPE SUPPORTS AND WALL SHEATHING CLEANOUTS. 38, HEATING AND COOLING DESIGNS SHALL COMPLY WITH ASHRAE STANDARDS. STRUCTURAL PANELS 10d 3" EDGE/ 12" FIELD 39. THE GENERAL CONTRACTOR/BUILDER SHALL MAKE ARRANGEMENTS WITH THE OWNER TO SELECT, PROVIDE AND INSTALL GYPSUM WALLBOARD 5d coolers 7" EDGE/ 10" FIELD AS REQUIRED(PER NI.E.C, N.E.M.A, NAT. PLUMBING CODE, A.S.M.E. AND A.S.H.R.E. SPECIFICATIONS) ALL HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT WHICH ARE NOT OTHERWISE SHOWN ON THESE DRAWINGS. CEILING 40. THE SEWAGE DISPO:>AL SYSTEM AND FRESH WATER SUPPLY SYSTEM SHALL BE AS REQUIRED BY THE LOCAL BOARD OF SHEATHING HEALTH. GYPSUM WALLBOARD 5d coolers 7" EDGE/ 10" FIELD 41. COPYRIGHT @ 2024 STUDIO A/B ARCHITECTS. REPRODUCTION OF THESE PLANS, IN ANY FORM WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, IS PROHIBITED. THESE PLANS MAY NOT BE FILED FOR CONSTRUCTION PURPOSES IN ANY BUILDING DEPARTMENT, WITHOUT THE ARCHITECT WRITTEN AUTHORIZATION. ANY USE OF THESE PLANS FOR ANY PURPOSE, OTHER THAN THAT SPECIFICALLY AUTHORIZED BY THE DESIGNER, IS ILLEGAL AND MAY SUBJECT THE USER FLOOR SHEATHING STRUCTURAL PANELS " THEREOF TO THE PAYMENT OF FULL COMMISSIONS. / ,.. 1"OR LESS 8d 6" EDGE/ 12" FIELD GREATER THAN 1" 10d 6"EDGE/6" FIELD 9 O N 23781 * NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C.. AT PANEL EDGE. IF WALL SHEATHING IS OP NEVN•(O NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH ^ WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. WALL OPENING MEMBER SCHEDULE PROJECT ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL am bo u ra ki s SPAN WALL JACK STUDS CONNECTION CONNECTION Residence 10'>=W> 8' (2)-1 3/4"X9 1/4" 8-16d END- (3)-2X4 (3)-2X4 (3)- 16d LVL OR LARGER NAILED TOE-NAILED 8' >=W>6' (2)-2X10 OR 8-16d END- (2)-2X4 (2)-2X4 (3)- 16d LARGER NAILED TOE-NAILED 6' >=W>4' (2)-2X8 OR 6-16d END- (2)-2X4 (2)-2X4 (3)- 16d LARGER NAILED TOE-NAILED Structural Notes 4' >=W (2)-2X6 OR 4-16d (2)-2X4 (2)-2X4 (2)- 16d LARGER TOE-NAILED UPLIFT CALCULATION, MONOSLOPE ROOF Tu =Wuplift x(16/12) x L/2 = 36 psf x(16/12) (17.25 ft)/2 =4,4 INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. Project number 23018 LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN Date 5/17/2024 HOLDOWN FORCE =VxH =6347 Drawn by HA Q INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL Checked by GB LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION LO HOLDOWN FORCE =VxH=3986 INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH S . 01 SECOND FLOOR SHEARWALL. N M N Scale 1/4" = 1'-0" studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 5912402 631 3231426 NEW STEEL COLUMN ABOVE. glynis@studioabarchitects.com COLUMN BOTTOM SHALL BE SOLIDLY SUPPORTED SO THAT THE mailing address: LOAD TO BE TRANSFERED FROM PO Box 444, Orient, NY 11957 THE COUMN TO THE FOUNDATION TYP. VERYFY EXISTING CMU IS FULLY client: GROUTED. Maria & George Cambourakis site address: A. 1 A.2 A.2.4 A.2.5 A.3 200 Cedar Drive, East Marion, NY 11939 Y tel: 718.706.7196 Ext. 101 email: gjc@set-ny.com M tax map#: 1000-22-01-3 and -4 _ N B.3 ��---- TERMITE SHIELD 'X` ( . : 5/8" DIA. ANCHOR BOLT @ 48"O.C. MAX. REPLACE EXISTING LALLY COLUMN `. ,; ', j;y _- 7" MIN. INTO CONC. WITH FULL HEIGHT 4" DIA. STEEL F2 /. OR 15 MIN. INTO FULLY GROUTED TUBE COLUMN, TYP. f.. l • ' CELLS NOT MORE THAN 12" FROM CORNERS, REPLACE AND RELOCATE EXISTING LALLY - TYP, COLUMN WITH FULL HEIGHT 4" DIA. STEEL 3/8"OR VEGITABLE BOARD OR TUBE COLUMN, "i 2" RIGID INSULATION RELOCATE TO THE SAME SPOT WHERE NEW STEEL COLUMN TO BE INSTALLED ON THE �• FIRST FLOOR. 4" CONC SLAB W/6X6 WWF INSTALL 2" RIGID INSULATION INSTALL SPOT FOUNDATION r - ON 6 MIL POLYETHYLENE ENTIRELY UNDER THE SLAB IN POOL HOUSE DAMPPROOFING BEFORE ANY EXECUTION, SITE VERYFY THE _ Z . - '/ ' � � � � - ON RECOMPACTED SOIL LOCATION ON TWO WAYS: WEST-EAST AND i ' .- SOUTH-NORTH. ......... --- --- _ I ,- I�t4 REBA O I. / 8"CONC. -- -- -- — - __ — FOUNDATION B.2 - — — �— / - —, - `� z WALL x- `�, M - 3-#5 REBAR CONT. TYP. No. Description Date P - VERIFY WITH FIRST DRAIN TILE, TY . FLOOR COLUMN - — — LOCATION 00, TYPE A: CONC. FOUNDATION WITH SOIL FILL • , , , ,, ,. - . - • , . •, ", • •. ,. . '- /: �. EXISTING - - - . ' , - " - .- - � . ' , � - I 3 1/2" DIA. STEEL I I 3 1/2" DIA. STEEL ROUND TUBE / ' I ROUND TUBE EXTRA STRONG EXTRA STRONG /• —x�X max_' - a'x, 4" DIA. STEEL TUBE STANDARD a9 1 8"CONC. FOUNDATION FOUNDATION ,! I' WALL 4 ' WALL A.09 - -. ,, . . -, • ./1, ', • ',, •, ', � , - '. ' •. . - , : , -, '- ' , `. . ' - - • •,. ', , '-' I• , ' . � �� - '. I I ,�e •�'° . --xx— x�zP�-fix - 9 $ B. 1N ,; d 6, _ ® ® ® EACH WAY d d 12" 12" 4-#4 BOT. F2 5-#5 BOT. EACH WAY 32" 1. 7 24" 24" EACH WAY 24" M — r — — co TTT I I I 48" a . 2 3/4" F3 F3 : 2'3/4" TYPE F1 TYPE F2 TYPE F3 1 A N TYPE F: CONCRETE SPOT FOUNDATIONS a_ SOIL FILL BACKIAND COMPACTED -A co -7 4," A 4X4 OR 6X6 ACQ OR CEDAR PROP. POST FOR EXISTING DECK POST, TYP. POOL ACCESS DECK, TYP. TOTAL (4) POSTS (ONLY TWO ARE SHOWN HERE) COLUMN BASE (� PROJECT Cambourakis 10" DIA. CONCRETE Residence P P z •� CYLINDRICAL FOUNDATION A '- 30'-0" 26'-0" : I . 10" DIA. Foundation Layout 1 TYPE P: A.11 POST FOUNDATION Project number 23018 Foundation Layout Typical Foundation Types 1/4" = 1'-0" 2 yp yp Date 5/17/2024 1/2" = 1'-0" Drawn by HA Q Checked by GB co LO LO SEE A21 POOL HOUSE PLANS FOR POOL HOUSE STRUCTURAL LAYOUTS S . 02 CD N co N Scale As indicated TREATED NAILER PLATE 2-1/2" BOLTED TO HOUSE studio a b architects SEE DWG FOR EXACT SIZE 651 West Main Street, DECKING FASTENER Riverhead, NY 11901 631 5912402 3/8"X7" LONG HOT 631 3231426 LAG BOLT WITH DIPPED GALVANIZED glynis@studioabarchitects.com q MATCHING WASHER, mailing address: q STAGGERED EXISTING PO Box 444, Orient, NY 11957 \ @16"O.C. INTO JOIST DECK 0 JOIST Simpson Strong- � d of ° SEE DWG FOR client:Tie AC4 °�, ° °a�. EXACT SIZE Maria & George Cambourakis o GALVANIZED METAL JOIST WASHERS MUST BE Simpson Strong-Tie HANGER INSTALLED site address: TYPICAL BC INSTALLATION TYPICAL AC INSTALLATION TYPICAL BOLTS CONNECTION ABU44 (SIMPSON OR EQ.) BETWEEN WASHER 200 Cedar Drive, East Marion, NY 11939 BOLT HEADS MUST BE tel: 718.706.7196 Ext. 101 (NTS.) TYPICAL ABU INSTALLATION (NTS.) JOIST NAILER PLATE DETAIL (NTS.) OR NUTS INSTALLE email: gjc@set-ny.com Structural Details- Typical Post Girder AND WOOD D HERE yp tax map#: 1000-22-01-3 and-4 Connections r, Structural Details- Typical Post Base $ Structure-Typical Deck Ledger 6 N.T.S. N.T.S. N.T.S. A. 1 A.2 A.2.4 A.2.5 A.3 NEW STEEL TUBE COLUMN 3 1/2" DIA. ROUND TUBE 06 EXTRA STRONG, UNDER Simpson Strong-Tie ch T STEEL GIRDER cor eq.orner Install one at ach B.3 „------.......---...-.............................. = WITH — .............--_--.___---_-._..__,__..._.-„ — RIGIDLY SUPPORTED k FOUNDATION WALL Structural Details- Typical Holdown Detail des ------------ � s I / i j i t i i SIMPSON HTS16 TWIST i .. ..... -... , i STRAPS COMPLIES WITH TABLE 3.36 i WFCM-1995 (6) 12"SIMPSON CS20 TIES N COMPLIES WITH TABLE 3.313, WFCM-1995 No. Description Date i i SIMPSON STRONG TIE NEW STEEL TUBE COLUMN HEADER TO JACK POST 3 1/2' DIA. ROUND TUBE 6.2 — — — — — — — — — EXTRA STRONG, UNDER CONNECTION DETAIL \ STEEL GIRDER (NTS.) i \ -.__...--_. I ._ . . RIGIDLY SUPPORTED WITH _._---_.---_-....-----__-_.. \ \ \ , FOUNDATION WALL Structural Details- Typical Wall Opening \ \ i Connections r N.T.S. : \ I a SIMPSON CS200 EXISTING I l @ EVERY STUD SIMPSON LTS � � \ \ ORMTS \ FILL EXISTING BASEMENT @EVERY \ % STUDP SIMPSON H6 i \ \ STAIRWELL @EVERY STUD 2X8 @16" O.C. ........................_._.. i \ Y' SIMPSON 35F @EVERY i \ STUD ......................__---_------.---...-».._.....--__..-_----..-.,.._...._-.....--....-......-..--....-...... . ..-_..--.....--..-..-..-----__...__...._--..._..._-...._._...-.-....._....._._...._..-....._......_....._._ wwwrwmm ,rmwnunwv.0 — ..__._..-....-..._-_-....-...__.._.__ ...._.---_..-__._..—.._..—_.: ...-..---_._...-..._...-"""-- ..-.....................-....-... --...---......_......._.......................... ............................_.--..............--.. ...................... Structural Details- Typical Wall to Floor ;� tt� s n Connections n N.T.S. -, -A I B.7 - - - - - - - - - _ - °�3� 7r 4- M .�'�`` �Oa. � STEEL TUBE COLUMN 3 1/2 DIA. ROUND TUBE EXTRA STRONG, UNDER SIMPSO STEEL GIRDER (0 N POOL ACCESS LANDING A.10 p� I I RIGIDLY SUPPORTED WITH 1 FSC SIMPSO ANOTHER ONE FARTHER ��O I b FOUNDATION WALL °r° MSTA 3SIMPSON WEST IS THE SAME (J HDU2 SEE ALSO A.20 ,L-�� r SIMPSO PROJECT .................. 16 ----__-----_- � ----__---------__ -- ___-- _ _ _ _ - - _ _ b a m bo u ra ki s 2X10 ACQ LEDGER Residence I o I I I �QP0- � 6 i (2)-2x10 ACQ GIRDER — i BELOW JOISTS LEVEL 1 FL Decking Layout 2X10 ACQ 8'-3" 17'-9" BAY WINDOW ABOVE SIMPSON 26'-0" LTS OR MTS FS -----------------..-__-- — — -- _ ---_�_-------_.-_____-�-- @ EVD C ERY SIMPSON HDU STU Project number 23018 LTS OR FTA 2 E @ EVERY Date 5/17/2024 SIMPSON (NTS.) STUD CS200 (NTS.) Drawn by HA Q 1 Checked by GB o A.1166 Structural Details- Typical Wall to Wall First Floor Framing O 1 1/4" = 1'-0" U Connections o N.T.S. N M 3 Scale As indicated Ln studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 NEW STEEL TUBE COLUMN client: 3 1/2" DIA. ROUND TUBE 26'-0" EXTRA STRONG, UNDER Maria & George Cambourakis STEEL GIRDER RIGIDLY SUPPORTED WITH 1 g'-6" site address: 6'-6„ FOUNDATION WALL 200 Cedar Drive, East Marion, NY 11939 tel: 718.706.7196 Ext. 101 CA 2 A.2.4 A. .5 CA.3 CA.2 A.2.4 A. .5 A.3 email: gjc@set-ny.com \ � tax map#: 1000-22-01-3 and 4 —--------- -------_ -------------____-.-- -----._-, SIMPSON LTS ---------------- @VERY STUD f E B.3 a E SIMPSON H2 SHIM AS REQUIRED ; @EVERY STUD BETWEEN JOISTS AND {{ WALL PLATES ( SIMPSON H7 I lYP @EVERY STUD — I STUD SPACING SAME AS TRUSS/RAFTER SPACING (NTS.) I I E EXISTING ROOF TO REMAIN i SHIM AS REQUIRED BETWEEN JOISTS AND WALL PLATES CUT EXISTING ROOF WHERE ' ......_............................................... NP �' r w,q.. N; NEW SECOND FLOOR TO BE j -"""" -- --- INSTALLED, SUPPORT THE LOWER ROOF WITH LEDGER NEW STEEL TUBE COLUMN ' 3 1/2" DIA. ROUND TUBE U' i EXTRA STRONG, UNDER j I �0 STEEL GIRDER ! I it RIGIDLY SUPPORTED WITH I j Jco FOUNDATION WALL No. Description Date W I I I I o ry ------------- g 0 N U 0 0 7 SIMPSON H1 I O` = I I @EVERY STUD SIMPSON LTS CID SIMPSON SP4 a@EVERY STUD q O — @E VERY STUD ^�C� C) SIMPSON SP1 20 i N ( @EVERY STUD SIMPSON H10 2X8 COLLAR TIE @EVERY STUD BOTTOM @11-6 AFF 3 ` �� E � -n,P• SIMPSON H7 @EVERY STUD 3 E k i SIMPSON H4 � I I @EVERY STUD STUD SPACING DIFFERENT FROM I , TRUSS/RAFTER SPACING (NTS.) 2X8 COLLAR TIETYP , 4 I , _- ails Typical Wall to Roof Structural Details- , Connections B. : ..................... . . .. N.T.S. A2.4 GIRDER CANTILEREVERD TO SUPPORT B7 GIRDER PROVIDE CONNECTING CLIPS E d W12X30 GIRDER SAME L VEL AS A2.4 GIRDER — STEEL TUBE COLUMN . \ O�� hl 3 1/2' DIA. ROUND TUBE \ P'\\ ,�� r o EXTRA STRONG, UNDER *�' J OG I jr n ® gN I STEEL GIRDER- ` , Off- 5 RIGIDLY SUPPORTED WITH \, ` Ln � �• 25� hl X rA �O ., 0 �O FOUNDATION WALL �, `t I o �``� 1 787 16„OG o / It 11 j v ESN W a C' S @16 0. I W Z 31j2 LNG TER Q it o n W X �� po w W �� f ' O co -- PROJECT aN '�' Cambourakis I. W CJ ............................-... m , B.6 - - - - - Residence o 26'-0" o �G��a�� j dis. N5-\O'C G��g 0 2X12 RIDGE BOARD S 2 F L and Roof Decking 2 1 Layouts A.16 A.11 d 0 G�� SQP� 6* 0G� a L6Lo2 \z): 99 co Project number 23018 oo�� Date 5/17/2024 Typically Allowed Drilling Locations on Drawn by HA Q co Second Floor Decking Layout Roof Decking Layout n Beams Checked by GB o 1/4" = 1'-011 1/4" = 1'-0" 1" = 1'-0" S . 04 `_ N O N co N Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 A. 1 A.2 A.2.4 A.2.5 A.3 nA2 A.2.4 A.2.5 A.3 glynis@studioabarchitects.com SUPPLY WALL GRILL UNLESS NOTED mailing address: OTHERWISE PO Box 444, Orient, Y 11957 B.3 B.3 - client: \ SUPPLY CEILING GRILL _ Maria & George Cambourakis site address: 200 Cedar Drive, East Marion, NY 11939 c- i tel: 718.706.7196 Ext. 101 RETURN CEILING GRILL email: gjc@set-ny.com -. _........................ \ i �° I f \ - d tax map# 1000-22-01-3 and-4 : ._.................................. ..........-....: �y;.,q, ,.,r .". ..............Y:Y:. CB.2 _ � 0. .. .._ DUCTED RUNS IN r \ ATTIC ABOVE 7-7 \ MULTI-POSITION AIR HALLWAY. HANDR \ ING UNIT ON i \ r � . ATTIC. . , 71==jAREA COVERED WITH EXISTING HVAC SYSTE G -- A i --TO r \ `2ND FLOORDUCTED � r I S IN ATTIC SPACE - CB 1 BETWEEN TWO ` ROOF CONST. MINI-SPLIT SYSTEM Q EXTERIOR UNIT B - - ----" - B.7 B V.5 - - , HYBRID MINI SPLIT DUCTLESS AND DUCTED A/C AND HEAT DUCTED A/C AND - SUPPLY MINI SPLIT COOLING SYSTEM PUMP SYSTEM EXTERIOR UNIT SUPPLY `` INTERIOR UNIT HEAT PUMP BATHROOM UNDER EXISTING DECK SYSTEM EXTERIOR SLOPED I -" """"""- FLAT CEILING 1pex �c,l BATHROOM - - EXISTING DECK G GRILL -- -- ....... UNIT UNDERCEILING ' GRILL OR B8 ( � PARTITION ' MINI SPLIT DUCTLESS INTERIOR WALL UNIT J r.-.-. B 6 - B.6 f . -- No Description Date k I 1 First Floor HVAC Layout n Second Floor HVAC Layout 3 W/8' M�-SO�! chanical Layout 1/8 - 1 0 1/8 - 1 -0 NOTE: ALL 2FL DOORS SHALL HAVE 1/2" UNDERCUT MECHANICAL NOTES: ALL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE, EXISTING BUILDING CODE, MECHANICAL CODE, ENERGY CONSERVATION CODE,AND ALL APPLICABLE CODES AND REGULATIONS. a SEE A.14 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS. 1. SUMMARY OF WORK: 1.1 HVAC CONTRACTOR SHALL PROPOSE ELECTRICAL HEATING AND AIR CONDITIONING SYSTEMS. HEATING AND COOLING EQUIPMENT IS SIZED PER ACCA MANUAL S BASED ON LOADS CALCULATED PER ACCA MANUAL J OR OTHER METHODS APPROVED BY THE CODE OFFICIAL. 1.2 ARCHITECTS' DESIGN LOADS ARE: FIRST FLOOR ADDITION: HEATING 6,850 BTUH, COOLING 15,000 BTUH SECOND FLOOR: HALLWAY& BATHROOM: HEATING 2,560 BTUH, COOLING 2,040 BTUH MASTER BEDROOM: HEATING 3,750 BTUH, COOLING 2,200 BTUH BEDROOM 1: HEATING 1,370 BTUH, COOLING 1,060 BTUH BEDROOM 2: HEATING 1,420 BTUH, COOLING 1,060 BTUH BEDROOM 3: HEATING 2,240 BTUH, COOLING 1,250 BTUH POOL HOUSE: COOLING 9,100 BTUH (COOLING ONLY) 1.3 PROPOSED SYSTEMS BY ARCHITECTS: MAIN HOUSE ADDITION: HYBRID MULTI-POSITION AIR-HANDLER UNIT+ MINI-SPLIT WALL UNIT FIRST FLOOR ADDITION INTERIOR UNIT: MINI-SPLIT WALL UNIT: MITSUBISHI MSZ-FS18NA SECOND FLOOR INTERIOR UNIT: MALTI-POSITION AIR HANDLER UNIT: MITSUBISHI SVZ-KP12NA MAIN HOUSE ADDITION OUTDOOR UNIT: MITSUBISHI MXZ-3C24NAHZ4 POOL HOUSE INTERIOR UNIT: MINI-SPLIT WALL UNIT: MITSUBISHI MSY-GS09NA POOL HOUSE OUTDOOR UNIT: MITSUBISHI MUY-GS09NA 2. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE DRAWINGS. 3. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. 4. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. `a =87 �� 5. ALL WORK SHALL MEET OR EXCEED LATEST CODES AND REQUIREMENTS OF NATIONAL, STATE, COUNTY, MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; ANY PORTION F NEw�O OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REQUIREMENTS. 6. ALL WORK TO COMPLY WITH ENERGY STAR RATED HOMES. 7. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE WORK. 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME 9. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 10. CONTRACTOR MUST COORDINATE WORK WITH OTHER CONTRACTORS TO COMPLETE WORK. PROJECT 11. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE Ca m bo u ra ki s CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL Residence COST TO THE OWNER. 12. HVAC CONTRACTOR TO INFORM PLUMBER OF ALL NEEDS RE: SYSTEM 13. HVAC CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL POINT, COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING FIELD INSTALLATIONS BY THE ELECTRICAL CONTRACTOR. 14. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. HVAC Layouts 15. PROVIDE ALL COMPONENTS SO THAT SYSTEM IS FULLY OPERATIONAL AND BALANCED. 16. PROVIDE ALL DRILLING, PATCHING, REPAIRS NECESSARY TO COMPLETE WORK AND LEAVE IN SAME CONDITION. 17. SITE TO BE CLEANED AND DEBRIS REMOVED AT END OF EACH DAY. 18. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A LOCATION AS DIRECTED BY THE OWNER. 19. NO STRUCTURAL ELEMENT IS TO BE CUT OR DRILLED WITHOUT THE ARCHITECT'S APPROVAL. 20. PROVIDE FIRESTOPPING AND FOAM INSULATION AT PENETRATIONS 21. ALL PIPES TO BE INSULATED Project number 23018 22. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH TAGS AND VALVES CHART Date 5/17/2024 SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 23. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT. PERFORM A LESSON/LABELING Drawn by HA Q SESSION WITH OWNER FOR OPERATION OF THE INSTALLED EQUIPMENT, SYSTEMS AND CONTROLS. Checked by GB o 24. ALL EQUIPMENT SHALL HAVE 30"OF WORKING SPACE AND CLEARANCES IN COMPLIANCE W/CODES. bo 25. ALL EQUIPMENT SHALL BE RAISED A MIN. OF 8"ABOVE SLAB ON PAD OR BLOCK PLATFORM. ti M 0 1 N co N Scale As indicated studio a/b architects A.2 A.2.4 A.2.5 A.3 A.2 A.2.4 A.2.5 A.3 651 West Main Street, Riverhead, NY 11901 Y 631 591 2402 631 3231426 glynis@studioabarchitects.com B.3 L -y y _......____........____.._.__. �r.._..._..__...___�._...._. _..--.-._-- POIBox 444, Orient, NY 11957 y ................. 2FL BATHROOM WASTE client: �..» E f Maria & George Cambourakis { � E jf \ site address: H&C SUPPLY PIPES I i 200 Cedar Drive, East Marion, NY 11939 GO THROUGH PARTITION ABOVE TO tel: 718.706.7196 Ext. 101 SECOND FLOOR BATHROOM € / email: gjc@set-ny.com tax map#: 1000-22-01-3 and -4 NEW WASTE LINE CONNECT TO EXISTING i (EXISTING WASTE LINE LOCATION IS UNKNOWN) 2FL BATHROOM WASTE ALL EXISTING KITCHEN PLUMBING SHALLL BE I ....._...._..............._....._...................... CUT AND PLUGGED _ H&C SUPPLY PIPES _..._-------- _._..___._..__-..__.______ __�___ __ ..........-_.._-.-__...._ .... ._._._--------------- _ _.._..-----------... _.-...__.._....__............_.__............... ........ s GO THROUGH IN THIS PARTITION TO SECOND FLOOR BATHROOM j ! EXISTING POWDER ROOM \ pE ALL REMAIN i r B.2 " g , ... .... . .. .... ...... .......................................................... ...... .........................__...___.__..__...__ ._._.-.__._________.._.__.___ — — — — — B EXIST NG BATHROOM REMAINS F Ow WM am Oman am am am NEW SPOT FOUNDATION ; I w , : APPROX. I SUMP-PUMP \ j I - LOCATION OF 1 , I EXISTING WASTE LINE, UNDER —� SLAB 4 Y +\ 1 I ; I EXISTING CLOTHES - - ----- -- ---------+ WASHING (MACHINE _ _........ t WASTE " 1 N i • g No. Description Date I v , r /cOINNECTTO - 1 EXISTING SUPPLY I ' NEW LAUNDRY C _.___........... ......_. .... LINES , P .. ... ... . . CONNECT TO EXISTING SUPPLY 1 L I N E S I ----------" ---"—""—" —"------ —"- t+-------- --------- - ------ ---------+� I 1 1 �i / my` �� ✓ — 1 FROD- 1 M LINE i 1 a � UPSTAIRS I _ �_� � HOT&COLD WATER SUPPLY i VERTICAL RUN IN CABINET EXISTING LAUNDRY ROOM B• g' CONVERTED TO A KITCHENNETTE i -k --------- ----p 1 HOT& COLD WATER SUPPLY VERTICAL RUN TO KITCHEN AND CONNECT TO I WATER SUPPLY TO POOL TO 2ND FLOOR MASTER BATHROOM I I' IN CABINET ABOVE EXISTING I AND POOL HOUSE I i REFRIGERATOR E I r I a 1 1 ' -- i --------=—+� t-7 t. ., i -- 119 B 6 �. 6 KE . L DW ' HOSE BIB p WASTE FROM O MASTER BATHROOM y l�tiv � 1 2 Basement: Plumbing Layout n First Floor Plumbing Layout POOL NOTES: PROJECT ALL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE, EXISTING BUILDING CODE, PLUMBING CODE, 8. CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT Ca m bo u ra ki s ENERGY CONSERVATION CODE, AND ALL APPLICABLE CODES AND REGULATIONS. FOR THE PROPOSED CONFIGURATION. Residence 9. CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME SEE A.14 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS. WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 10. CONTRACTOR SHALL EXAMINE THE EXISTING WASTE AND SUPPLY LINES; NOTIFY ARCHITECT AND DRAWINGS. OWNER OF IF EXISTING LINES ARE NOT ADEQUATE SIZE OR LOCATION. 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR 11. CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES, ALLOCATE AND DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED Plumbing Layouts CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL EQUIPMENT TO WATER, WASTE LINES,VENTS, DUCTS, AND LIKE. BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. 12. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO LOCATION AS DIRECTED BY THE OWNER. PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. 13. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING 14. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION 15. NEW HORIZONTAL PIPES RUN UNDER FLOOR. PRIOR TO ANY EXECUTIONS, CONTRACTOR SHALL ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND NOTIFY TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING OR NOEW JOIST OR GIRDER IS Project number 23018 REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. REQUIRED. Date 5/17/2024 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE 16. CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE COMPLETION OF THE WORK. CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. Drawn by HA Q 6. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT 17. CONTRACTOR SHALL PROVIDE POOL WATER SUPPLY WITH CORDINATION WITH POOL CONTRACTOR. DELAYING THE COMPLETION OF TFE ENTIRE PROJECT. Checked by GB 7. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, jv" ARRANGE SPACE CONDITIONS TO LIAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED P 01 N BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO ■0,77777-1 CORRECT THE CONDITION WITHOLT ADDITIONAL COST TO THE OWNER. Cl) Scale As indicated LO A.2 A. 42 2A 2 5 A.3 studio a/b architects I 651 West Main Street, WASTE LINE TO Riverhead, NY 11901 I 631 591 2402 i TREATMENT UNIT 6313233 1426 g y1 is studioabarchitects.com B. -- _, .___- -----_ ,, — POOL HOUSE WATER _ E MAIN VALVE mailing address: _--...---------..__..-. ----....._.--_,____-.- _..-..-.._..--._--..-_..-.._...................................... PO Box 444, Orient NY 11957 ..................__...__._...._._.._.__.....,..-_.........._ _.......................................--...... . -- . .. ->> „ client:1 1/2 VENT EXTENSION THRU ROOF ELECTRICAL TANKLESS 1 I ¢ WATER HEATER LL I Maria & George Cambourakis UNDERCOUNTER ---: -- ---------- .. I MOUNT I l I POOL HOUSE ROOF site address: 200 Cedar Drive, East Marion, NY 11939 tel: 718.706.7196 Ext. 101 ` email. gjc@set-ny.co m om i tax map#: 1000-22-01-3 and -4 VENT STACK - + - } ----------------------------- w WC BAR A*ATORY � WATER MAIN FOR I ---T- POOL HOUSE FOR DRILLING I POOL HOUSE / 1 4"WASTE LOCATION ON JOISTS _� ___� �`•, r �-----...—�",�- - -- -- -- -- -- SEE STRUCTURE ' DRAWINGS i i ` f/ 2"WASTE i TO TREATMENT UNIT M M \ \l Pool House Plumbing Layout Co 1 Plumb-Waste Riser Diagram, Pool House i ti 2 Y Copy U 1/4" = 1'-0" 4 N.T.S. H&C SUPPLY LINES OU I {1~ THROUGH PARTITION BELOW , i. — l No. Description Date I I i I i I I I I I 3/4" H.W. HOT&COLD WATER 3/4"C.W. I SUPPLIES VERTICAL RUN GO DOWN I IN TALL CABINET IN KITCHEN BELOW LZ I , i i I I I I I (' I 1 .......__..__........ .............................._-......_...__._...._.__....fj VENT STACK 1 Second Floor Plumbing Layout `��OF�787 1/4" Plumbing Fixture Schedule r EW Room Fixture Type Product Finish Note EXIKitchen Kitchen Double Bowl Sink, under mount Ruvati Urbana 33" Undermount Double Basin Stainless Steel Kitchen Sink, RVH8351 SS 2"VENT EN TIG 2"VENT Kitchen Kitchen Faucet, single hole Vigo pre-rinse, Pulldown, 1.8GPM,VG02001 STK2 THRU ROOF I (UNKNOWN) I THRU ROOF Kitchenette Kitchen Single Bowl Sink Reuse from existing kitchen Kitchenette Kitchen Faucet Reuse from existing kitchen ROOF PROJECT j Master Bathroom Lavatory Wall-hung Sink w/vanity cabinet Fresca Valencia 60"Wall Mounted/Floating Double Vanity Set with Wood Cabinet and Acrylic Vanity Top, Model:FCB8360GO-D-1 Gray Oak set of vanitty cabinet, 2-sink,2-faucet, 2 3 1 1 i I 3 1 1 2 and medicine cabinet C a m bo u ra ki s Master Bathroom Lavatory Sink Faucet included above chrome TUB WC LAVATORY I I I WC 2-LAVATORY TUB Residence `_ Master Bathroom Tub, freestanding A and E Bath and Shower Retro 56" Free Standing Acrylic Soaking Tub with Center Drain, Drain Assembly, and Overflow-Includes Deck Mounted white Ir--r---r-- I r---r---r---� 1 j i i ModeTub l:WCOBT1003 0BNTRIMler with Hand Shower, odel:Retro q I I I I I I 2ND FLOOR Master Bathroom Shower Tub Filler set included above 2 2 i Master Bathroom Toilet TOTO Nexus 1.28 GPF One Piece Elongated Chair Height Toilet with Tornado Flush Technology-Seat Included, Model:MS642124CEFG#01 w/washlet KITCHEN 2FL Bathroom LavatoryWall-hung Sink w/vanity cabinet Fresca Senza 48 Wall Mounted/Floating Single Vanity Set with Wood Cabinet and Acrylic Vanity To Includes 39-1/2' Medicine Cabinet, Model: dark Slate Gray set of vanit cabinet, 1-sink, 1-faucet, I SINK& DISH g Y �� 9 9 tY rY tY P- Y tY I FVN8348GG and medicine cabinet WASHER Plumbing Layout 2 2"WASTE 2 1/2„ j 2FL Bathroom Lavatory Sink Faucet included above WASTE 2FL Bathroom Alcove Tub Duravit Architec 66"Alcove Acrylic Soaking Tub with Right Drain and Overflow, Model:700407000000090 white 3"WASTE 1 2FL Bathroom Shower Tub filler set Hansgrohe Croma Thermostatic Showerpipe 150 1-Jet with Tub Filler, 2.0 GPM, Model:27143001 chrome 1ST FLOOR 2FL Bathroom Toilet TOTO Aquia IV 0.9/ 1.28 GPF Dual Flush Two Piece Elongated Chair Height Toilet with Push Button Flush-Seat Included, cotton I 2 Model:MS446124CEMFGN#01 KITCHENETTE CLOTHS Pool House Powder Room Lavatory Sink Vigo Bavaro 14-1/2" Square Stone Composite Vessel Bathroom Sink, Model:VG04001 white 3" 1 SINK 2 Pool House Powder Room Lavatory Sink Faucet Vigo Dior 1.2 GPM Vessel Single Hole Bathroom Faucet, Model:VG03003CH brushed nickel I WASHER Project number 23018 WASTE I Pool House Powder Room Toilet TOTO Aquia IV 0.9/ 1.28 GPF Dual Flush Two Piece Elongated Chair Height Toilet with Push Button Flush -Seat Included, cotton J Model:MS446124CEMFGN#01 Date 5/17/2024 BASEMENT Pool House Bar Bar Sink Ruvati Tirana 15" Drop In Single Basin 16 Gauge Stainless Steel Bar Sink with Basin Rack and Basket Strainer, Model:RVH8115 SS SUMP Pool House Bar Bar Sink Faucet Elkay Avado 1.8 GPM Single Hole Pull Down Bar Faucet-Includes Escutcheon, Model:LKAV3032CR brushed nickel Drawn by HA Q 4; PUMP Hose Bib Non Freezing Hose Bib as per Plumber's recommendation Checked by GB co 77 EXISTING HOUSE MAIN Pool House exterior Outdoor Shower Non Freezing Outdoor Shower as per Plumber's recommendation CD Plumb-Waste Riser Diagram P . 02 N.TS N co N Scale As indicated ELECTRICAL NOTES: 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY LEGEND studio a/b architects CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL; DRAWINGS. OTHERWISE, ALL EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. FLUSH MOUNTED PAN ELBOARD AND 651 West Main Street, 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL 12. INSPECT EXISTING CIRCUIT BREAKERS. ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX O CEILING RECESSED MOUNT LIGHTING FIXTURE Riverhead, NY 11901 DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. AS NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING. I-Q WALL MOUNT LIGHTING FIXTURE 631 5912402 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO 13. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT, AND/OR 631 3231426 PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM, AS LIGHTING TRACK AND FIXTURE glynis@studioabarchitects.com 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY REQUIRED, COMPLYING WITH ALL APPLICABLE CODES. 71 ROPE LIGHT COMPANY REQUIREMENTS, ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND 14, ALL DUPLEX OUTLETS SHALL HAVE TWO DIFFERENT CIRCUITS. S' SINGLE POLE SWITCH mailing address: ` REQUIREMENTS. 15. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER PO Box 444, Orient, NY 11957 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL, (GFCI.), UNLESS OTHERWISE NOTED. �3 THREE WAY SWITCH ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY 16. ALL NON-GFCI OUTLETS SHALL BE ARC FAULT CIRCUIT INTERRUPTER (AFCI). JDIM SINGLE POLE SWITCH W/DIMMER ALL LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. 17. ALL CEILING RECESSED LIGHTING FIXTURES SHALL BE IC-RATED, SEALED AT HOUSING/INTERIOR DUPLEX RECEPTACLE client: 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS FINISH AND LABELED TO INDICATE<_2.0 CFM LEAKAGE AT 75 PA. [402.4.5] =OG DUPLEX RECEPTACLE PROTECTED BY REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. 18. INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT. GROUND CIRCUIT FAULT INTERRUPTER 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. 19. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET Maria & George Cambourakis 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT LOCATIONS WITH ARCHITECT AND OWNER. NEXT EXTERIOR DUPLEX RECEPTACLE DELAYING THE COMPLETION OF THE ENTIRE PROJECT. 20. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. SPECIAL PURPOSE OUTLET site address: 200 Cedar Drive, East Marion, NY 11939 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR 21. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. USB RECEPTACLE WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, 22. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5" FROM THE FINISHED tel: 718.706.7196 Ext. 101 ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. E SMOKE ALARM SYSTEM DEVICE email: gjc@set-ny.com BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO 23. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. ® CO ALARM SYSTEM DEVICE CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 24. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE fl TELEVISION OUTLET tax map#: 1000-22-01-3 and-4 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. �Q TELEPHONE OUTLET REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL 25. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED VOICE,DATA CONTRACTOR. ON A WALL BACK-TO-BACK. 4D FAN OUTLET THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE POOL SYSTEMS REQUIRING 26. INSTALL DELAY TIMER FOR ALL BATHROOM VENTILATORS, AKDT60 BY AIR KING OR EQUAL. FIELD WIRING, ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE POOL CONTRACTOR. EXISTING LIGHTING SYSTEM IN KITCHEN AND EXISTING DINING SHALL BE REPLACED, EXISTING OUTLETS TO REMAIN _........................_-----_---- i A.2 A.2.4 A.2.5 A.3 711 I I I 1 , i 7-77 If 77 71 ! ! i ! EXISTING ELECTRICAL SYSTEM TO REMAIN �;' _.__._ w No. Description Date !I EXCEPT NOTED OTHERWISE I f 1 mom I , F ! \ ` 1 A A A �:. :1 A! A A' DIM 1 i ----a - _.. ... I DI •••••••• . ' � f s 1 A 1 I ! / I E D D ON CABINET BASE ( - I A' A' A' 1 i = ll 1 I ,' E ! 1 i CLOTHES , AND ---_- - -- ,E WASHER `- A 1 1 hi ,--• :..:_---=---------._`', DRYER R ._..----..-..---..-..._.--.._- , , .... : , r ; ,Y i -t •-. ..-,.ter.. .. .. 1 1 f I [ S : / / _ .. . -. ....- A _ A2 A ..... ....... I �G; , . I, E : :. 0 EXISTING E'I i 4'- ELECTRICAL A LIGHTING TO is ................. t f CONVECTION NP REMAIN HEATER _.._.___._...-_..__.__ ,s . ........ ... . t: ( 1 - -- - - - - - --- I 400 WATT ry i WALL { A HEATER BY ECOHOME, OR EQ. _. D .,I UNDERCOUNTER I o SEE E I EQUIPMENT I:`: _ - _ A-- SCHEDULE " •- I -- � - -A2 REFRIGERATOR i J � _1 ABOVE COUNTER g A A € DI I 3. a i d ESN L71EXT 3 MICROWAVE .i0 I : E i A ---� I EXISTING ELECTRICAL SYSTEM TO REMAIN ON CABINET BASE - A - - A2 ON CABINET BASE - - - - - - - A I A HVAC ® I I ---, I PROJECT or REFRIGERATOR C a m bo u ra ki s i A211 a 1 Residence s , j i O ! J �. A A A A, Al A I A Electrical Layouts 1 5 E A - ' --_ J � A A G� A �•�4 A A G r3 j Project number 23018 DW i Date 5/17/2024 I Drawn by HA Q Checked by GB cN" ICo ! 1 Basement Electrical Layout 2 First Floor Electrical Layout E . 01 cli Oil Scale As indicated L0 studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 client: Maria & George Cambourakis site address: 200 Cedar Drive, East Marion, NY 11939 tel: 718.706.7196 Ext. 101 email: gjc@set-ny.com tax map#: 1000-22-01-3 and 4 __.._.__.,..__,__--- ____.._..___ � � ON SOFFIT, P. _ v ............. ` ..... .. ... .................. .............................. .. .. ..... ... .... ..--..__ ..... .....-..- ......................._............_...... .._._..._...._.._..........__..__.....» ..._._......._.._..__.......... ..._......._.....-_..-...... .._.._.. A _....................... A3 A3 A3 A3 A3 Lu ET,.... r BMOM — _.. ............._ ' l LLgg Lu co i j I 1� i Lu I , i UNDER COUNTER w� : , i MOUNT ELECTRICAL zo I C2 B HOT WATER HEATER ; a ... OZ ABOVE COUNTER Q i G1 t ; _.__..__ ABOVE LOWER COUNTER 8 1 -, - I W O _. UNDER COUNTER REFRIGERATOR Description Date No Des TAPE LIGHT i 4 I UNDER UPPER COUNTER iF i 6 i 1 i B B B B r J F / o , ..... ........ ..._ .. .. .... .. ... .......... .___.... _xw ,/✓Mr/'mavvanr+u.Mv / ...................... - ✓ ,✓,y,� , _ _ __ _— � i SUB PANEL i 18"AFF TYP. I UNLESS NOTED B i OTHERWISE B f t Pool House Electrical bout ,�"",_- 2 11 = 1 11 B f- 1/4 - 1 -0 B, ; B i B I j I B {rcy a 4 B I - ........._......._.__...__. --- e i T E VOICE, #( t DATA I f s G i r..^ PROJECT B Cambourakis G —J �G I G i Lighting Fixture Schedule Residence t y Lighting Fixture B # Lighting Fixture Type Product Finish Bulb Note -___________________....._. 1 A A A Ceiling Recessed fixture WAC Aether 2" Downlight Trimless Round, R2ARDL-F927-WT white 2700K, F 40° beam, 15W LED, CRI 90 WAC: www.waclighting.com Electrical Layouts 2 r� A2 Ceiling Recessed adjustable fixture WAC Aether 2"Adjustable Trimless Round R2ARAL-F927-WT white 2700K, F 40' beam, 15W LED, CRI 90 \ A3 Ceiling Recessed fixture WAC Aether 2" Downlight Trim Squre, R2ASDT-F927-WT white 2700K, F 400 beam, 15W LED, CRI 90 B Track and Head WAC Exterminator II 14W H/J/L Track Luminaire, on H track, white 2700K, 14W LED, CRI 90 --------- t H-1014F-927-WT C1 Wall mount wet location fixture WAC Nightstick Bathroom Sconce 3000K, WS35849-WT white 3000K,44W LED, CRI 90 C2 Wall mount wet location fixture WAC Nightstick Bathroom Sconce 3000K, WS35837-WT white 3000K, 34W LED, CRI 90 D Industrial strip Light Lithonia Contractor Dual Strip 48"Wide Integrated LED Commercial 4000K, 22W LED, CRI 80 Project number 23018 Strip Light From the Contractor Select Collection, CDs L48 MVOLT DM 40K 80CRI WH Date 5/17/2024 E Exterior Wall mount fixture Cooper Lumiere Eon 303 W2 LED-B2-2700-UNV-T2-CS City Silver 2700K, 15.5W LED, CRI 95 S'E)cond Floor Electrical Layout Drawn by HA Q 1/411 = 11-011 Checked by GB N 00 E . 02 CD N N M N Scale 1/411 = 11-01,