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HomeMy WebLinkAbout51612-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#: 51612 Date: 02/05/2025 Permission is hereby granted to: Fisher RA Revoc Trt PO BOX 447 Orient, NY 11957 To: Construct alterations to an existing barn accessory to an existing single-family dwelling to include storage, a pool house and outdoor shower as applied for. Mini splits are cooling only. No heat is permitted in pool house. Premises Located at: 7130 Route 25, East Marion, NY 11939 SCTM# 31.-6-6 Pursuant to application dated 04/03/2024 and approved by the Building Inspector. To expire on 02/05/2027. Contractors: Required Inspections: Fees: Accessory-Alteration $347.50 CO Accessory $100.00 Total $447.50 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax(631) 765-9502 htt .-//www.solitholdtow n . . v Date Received BUILDINGAPPLICATION FOR For Office Use Only D PERMIT NO. S Building Inspector Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUMDING DES'. Owner's Authorization form(Page 2)shall be completed. TOWN OF Date: :d I �- OWNER(S)OF PROPERTY: Name:Ronald A. Fisher SCTM#1000-1000 - 31. - 6 - 6 Project Address:7130 Main Road, East Marion, NY 11939 Phone#:914 714 4859 Email:ronfis@aol.com Mailing Address:PO Box 447, Orient, NY 11957 CONTACT PERSON: Name: same as Owner Mailing Address: Same as above Phone#:Same as above Email:Same as above DESIGN PROFESSIONAL INFORMATION: Name:Hideaki Ariizumi, studio a%b architects Mailing Address;.PO Box 444 Orient, NY 11957 Phone#:61 °323 1426 " , Email:hideaki@studioabarchitects.com ��.w! 11V j �r,r,4r,'i v rr 1i 6.Eta Q;%-. - CONT'RACI`OR INFORMATION: Name: (not yet selected) Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition WAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑YesWNo Will excess fill be removed from premises? ❑Yes iNo 1 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 Roo this property? ❑Yes *No IF YES, PROVIDE A COPY. IfCheek Box After Reading: The owner/contractor/design professiona 11 l Is responsible for all drainage and storm water issues as proulded by 1 chapter 24�oflbe"Fordo Code.APPLCATION.IS HEREBY MANE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of file town of Southold,Suffolk,County,New York and other applicable Laws Ord]nanoes or Regulations,for the construction of buildings, addiflons, tkms or for n ruin a or demolition as herein described.The applicawnt agrees to comply With all applicable laws,ordinances,building code, ho e and regulations and to admit.a4thortced Inspectors on premises and In building(s)for necessary Inspections.False statements made hereln are punkiiii1b16 as a mass A misdemeanor pursues to Section 210.4E of the New York State Penal Law. Application'5utimitted By(pr�n!nRonald A. Fisher ❑Authorized Agent NOwner Signature of Applicant: Date: J l STATE OF NEW YORK) SS: COUNTY OF 5L& ) l<"/44A being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 6"A 14 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of � � d 204 Notary Public Patricia Warner ,1k"yPublic,State of NowY41% Na 01WA6140448 I QPE OWNER AUTHORIZATION Tied kt Suffolk C� (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Certifications indicated hereon signify that this plat of the property depicted hereon was made in accordance with the existing Code of Practice for Land Surveyors adopted by the New York Stale Association of Professional Land Surveyors. This certification is only for the lands depicted hereon and is not certification of title,zoning or freedom of encumbrances. Said certifications shall run only to the persons and/or entities listed hereon and are not transferable to additional persons,entities or subsequent owners. MAIN ROAD N 56013'50" E 98'26# -. - - --- - -. - - OH - - OH MONUMENT FOUND WELLO MONUMENT - _ - - - - HEAD FOUND 148.61' I I � I m I � o) l I COVERED PORCH I LtO I io 31 6' If " I 4. ' 2 STORY m4,0, DWELLING (11 I Q I 1� NO. 7130 " IT I' 11.1' 6.2"I� 12.2' ' o O Ir€AVEL �, Q I Q—o 7• co I " GENERATOR N I o IU wl COVERED € I I v PORCH 0O GARDEN - 1ASOEfRY 3I - 12.2' 0 cv o I � 00-- Z I - 1.1' 1.2' I- 0 v I I ----14.6' . 20.8' I k 1 STORY FQ— J BUILDING I N 59'49'00" E 16.82' FOUND FOUND 0.3•N t� 0--MIKE 0%NCE" -0. 0 LATE !Y O 0 3. I Q " I GARDEN N 0 [WALL 0.2• 37W tY O L s o0 ly C) ALL _ O Cq3'E 0- `�, WE c5 C4 . Z WALL 0.3'SL MONUMEN]ZS'E FE ON LINE FOUND 0.$`.'`x -FE O O V7NL FENCE O OFE O 0 3=E 2.8'S 02.4'S S 59'32'30" W 1 116.18' I TAX LOT 5.1 I IM: SURVEY VIEW: SURVEY © 2022 BBV PC The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of fences,retaining walls, pools, patios, planting areas,additions to buildings and any other construction. Subsurface and environmental conditions were nol examined or considered as a part of this survey.Easements,Rights-of-Way of record,if any,are not shown.Property corner monuments were not placed as a part of this survey. Barrett Tax Map: DISTRICT 1000 SECTION 31 BLOCK 6 LOT 6 BonaCC1 & Map of: PROPERTY Unaulhorized alleraiion or addition to Ihis survey is o via, lotion of section 7209 of New YaikS e Educalion Law B01 Vail Weele, PC Map Lot: -- Map Block: -- Engineers Surveyors Planners 175A Commerce Drive Hauppauge,NY 11788 File Date: -- File No.: -- County: SUFFOLK T631.435.1111 F 631.435.1022 www.bbvpc.com Situate: EAST MARION,TOWN OF SOUTHOLD Certified to: Title No.: 7404-015302 Date By Revision , RONALD RSHER Copies of this survey map not bearing the land surveyor's embossed seal and signature shall not FIDELITY NATIONAL TITLE INSURANCE COMPANY be considered to be a true and valid copy Surveyed : C.S. Drafted by: A.V.R. Chocks • C.W. Project No.: A220599 Date: NOVEIER 14 2022 Scale: 1"= 30' p- 5 WD, - ss�sSo�s PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b arch) ects Alteration to Fisher Residence Barn THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 1 /8 T.01 TITLE SHEET 651 West Main Street, EACH DRAWINGS. n. ,2 /8 A01 Site Plan, Demolition Plans Riverhead, NY 11901 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 631 591 2402 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 /8 A.02 Floor Plan, and Elevations Owner: THE NEW YORK STATE (NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 4 /8 A.03 Sections 631 3231426 Ronald A. Fisher NYS EXISTING BUILDING CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 5 /8 A.04 Typical Thermal Protection Details glynis@studioabarchitects.com NYS ENERGY CONSERVATION CONSTRUCTION CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 6 /8 A.05 Schedules mailing address: 32615 Main Road, Box 447 NYS FIRE CODE ABOVE. PO Box 444, Orient, NY 11957 Orient NY 11957 NYS PLUMBING CODE 2. ALL MATERIALS,ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 7 /8 MP.01 Mechanical and Plumbing Notes, Plumbing Layouts Phone: 914 714 4859 NYS MECHANICAL CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 8 /8 E.01 Electrical Layout e-mail: ronfis@aol.com NYS FUEL GAS CODE a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY client: TOWN OF SOUTHOLD REGULATIONS THE REGULATING AGENCIES. Site Address: OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY Ronald A. Fisher 7130 Main Road, WITH ONE OF THE FOLLOWING: 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY, ALL DIMENSIONS AND CONDITIONS a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR site address: East Marion, NY 11939 SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El19, STANDARD METHODS OF 7130 Main Road, East Marion, NY 11939 Tax Map#: BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK.ANY DISCREPANCIES IN THE DRAWINGS FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD tel: 914 714 4859 1000-31. -6-6 AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR TOWN BUILDING DEPARTMENT email: ronfis@aol.com SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. (OR) NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. tax map#: 1000-31.-6-6 architect: 4. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH studio a/b architects 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT THE BUILDING CODE. SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR 6. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF 24190 Main Road, PO Box 444 NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER [SECTION Orient, NY 11957 PRIOR TO PREPARING THE DRAWINGS. R302.9 (NYS RESIDENTIAL CODE)] [SECTION 803 (NYS BUILDING CODE)]. T: 631 323 1426 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH [SECTION R302.10 (NYS e-mail: glynis@studioabarchit(acts.com 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, RESIDENTIAL CODE)] [SECTION 807 (NYS BUILDING CODE)]. EXCEPT WHERE SPECIFICALLY NOTED AS "EXISTING TO REMAIN". 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE ENSURE SAFETY OF OPERATION. QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS CONTRACT. ZONING: 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO ZONED: R40 CONTRACT WORK. ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN REQ. EXISTING PROPOSED ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. LOT AREA ................................ 40,000 .................... 28,025 ................... N/C, AS EXISTING LOT WIDTH ............................... 150 ......................... 98.3 ................... N/C, AS EXISTING 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE LOT DEPTH ............................... 175 ......................... 269.6 .................... AS EXISTING FOLLOWING CONDITIONS: FRONT YARD ............................ 50 ........................... 30.2 .................... INC, AS EXISTING a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO 1 SIDE YARD ............................ 15 ........................... 12.2 ...................... INC, AS EXISTING PERFORM THE CONTRACT WORK. 2 SIDE YARDS ........................... 35 ........................... 60.8 ................... AS EXISTING b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. REAR YARD ............................. 50 ........................... 173.2 .................... AS EXISTING 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL LIVABLE FLOOR AREA............ 850 MIN. ................ BUILDING AREA................................ HOUSE 1,119.83 WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF 75 NO CHANGE NO CHANGE FRONT PORCH 19 ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. REAR PORCH 107.96.96 NO CHANGE 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY RY FOR PROPER AND ACCEPTABLE BARN 423.84 NO CHANGE POOL 1,TOTAL 2 000 CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY 2,848.38 NO CHANGE CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN o COVERAGE ............................... 20/o MAX. ............. 10.2/0.2%o SPECIFIED OR INDICATED. HEIGHT IN FEET....................... 35 MAX. ................. 26' +/- NO CHANGE No. Description Date 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT HEIGHT IN STORY ................. 2 ,1 MAX. ............. 2 (Main House) AS EXISTING SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE GFA ........................................... 44,1HO MAX. ....... STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR HOUSE 1,. POW 149.86 3 POOL HOUSE incl. POWDER ROOM 349.86 APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, TOTAL 1,469.69 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS PYRAMID RULE ........................ COMPLYING<44,108. OK PER SPECIFICATIONS. 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS ACCESSORY BUILDING SIDE YARD ................................. 5 MIN. ................. 20.8 AS EXISTING ARE SHOWN AS NOMINAL SIZE. REAR YARD ............................ 5 MIN. ................. 134.7 AS EXISTING 14. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS HEIGHT .................................... 22 ........................ AS EXISTING BARN BUILDING AREA ............ 660 ........................ 423.23.8 AS EXISTING REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. POOL ......................................... ......................... 1,000 15.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 CODE COMPLIANCE: UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY SUMMARY O F WORK I.) Use(s)and Occupancy Classification(s): Single Family Residence, Accessory Home Office 16.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 2.) Height and Fire Area: 16.3' to ridge. 1 story, as existing; Fire Area n/a THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES, 3.) Type of Construction.Type VB, 2x4, platform construction, as existing 4.) Structural Design criteria: Existing, engineered. 1. BARN EXTERIOR: 17. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 5.) Framing elements: Existing 1.1 DEMOLITION INCLUDING CHIMNEY SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 6.) Design load calculations: N/A 1.2 REROOF ASPHALT ROOFING, INCLUDING NEW ASPHALT FELT NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 7.) Glazing protection: Required (Wind Speed 130 mile zone; 0.3 mile(<1 mile)to coast line) 1.3 REPLACE OR PAIR, IF APPLICABLE, ROOFSHEATHING All replaced windows shall be Hurricane rated windows, or provided with protection panel. 1.4 RESTORE SIDING: 18. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 8.) Load paths from roof to foundation: N/A - REMOVE ALL SIDING ONCE. STORE T7IEM FOR REUSE. 9.) Nailing and/or connection schedule, framing details: N/A - INSTALL NEW 1/2" PLYWD SHEATHING, 19. THE CONTRACTOR SHALL INSTALL OWNER SUPPLIED FIXTURES, EQUIPMENT, ACCESSORIES AND 10.)Means of Egress(R310 Emergency Escape& Rescue Openings): N/A - INSTALL WRB, TAPE FLASHING AROUND OPENINGS LIKE. 11.)Plumbing riser diagram: See Plumbing Drawing ABBREVIATIONS: - INSTALL CONTINUOUS 1" RIGID INSULATION ON OUTSIDE OF THE WRB 12.)Location of fire protection equipment, i.e. smoke alarm: N/A - REINSTALL SIDING COMBINING REUSABLE BOARDS AND NEW. 20. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR HIS OWNER SELECT ITEMS, 13.)Truss design drawings with certification: N/A ASSUMED PERCENTAGE OF THE REUSABLE BOARDS MYBE 50%. PROVIDING SAMPLES AND/OR CATALOGS, WHEN REQUIRED. 14.)Energy calculations from design professional: Prescriptive; This alteration does not use more energy than the AFF ABOVE FINISHED FLOOR INSUL. INSULATION - ADD 1X4 PVC TRIM BOARD AT THE ALL. PERIMETER BOTTOM. existing building. ALUM. ALUMINUM INT. INTERIOR - REPAINT ALL 21.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE & AND L.F. LINEAR FOOT 1.5 ALL EXISTING WINDOWS AND DOORS TO (REMAIN SHALLL BE REPAIRS, AS NEEDED, AND REPAINTED CONTRACT DOCUMENTS. APPROX. APPROXIMATELY L.P. LOW POINT 1.6 PARGE FOUNDATION WALLS ARCH. ARCHITECT MAT. MATERIAL 21. COPYRIGHT @2023, STUDIO A/B ARCHITECTS @ AT MAX. MAXIMUM 2. INTERIOR ALTERATION: CONVERT TO A POOL HOUSE INCLUDING POWDER ROOM AND STORAGE. THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS BLD'G BUILDING MECH. MECHANICAL 2.1 POOL HOUSE CEILING AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY B.O. BOTTOM OF MEMB. MEMBRANE - FURR RAFTERS TO OBTAIN MIN. 10 1/4"SPACE FOR INSULATION INSTALLATION MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, C.I. CAST IRON MIN. MINIMUM - INSTALL HYBRID INSULATION: 3"CLOSED CELL SPRAY FOAM R30, 7 1/4" MINERAL BATT INSULATION PROJECT OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. CL CENTER LINE MTD. MOUNTED R19, TOTAL R49. CLG. CEILING MTL METAL ,ik - INSTALL 1/2"GWB, PAINTED. OTHER REGULATORY REQUIREMENTS: CLO. CLOSET N.I.C. NOT IN CONTRACT � '. t ASK:, , 2.2 PARTITION CMU CONCRETE MASONRY UNIT NO. NUMBER F MINERAL BATT INSULATION BETWEEN STUDS CONTROLLED INSPECTIONS: Health Department: Not Required. NO change on number of bedrooms COL. COLUMN NOM. NOMINAL INSTALL 3 1/2", R1 t�! INSTALL 1/2"GWB, PAINTED. DEC: Not Required CONC. CONCRETE NTS. NOT TO SCALE q CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE Board of Trustee: Not Required CONT. CONTINUOUS PLY PLYWOOD 2.3 POOL HOUSE FLOOR SOUTHOLD BUILDING DEPARTMENT Planning Board: Not Required C.J. CONTROL JOINT O.C. ON CENTER - REMOVE AND STORE EXISTING FLOOR SHEATHING g q ?" - CHECK JOIST SUPPORTS: IF EXISTING JOISTS ARE 2X6, AND JOIST SPAN BETWEEN SUPPORTS ZBA: Not Required COR. CORRIDOR R RADIUS THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT FLOOD ZONE: X CU.FT. CUBIC FEET RAIL'G RAILING ARE MORE THAN 8',ADD SUPPORTS TO MAKE IT 8' MAX. LEAST �.- 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. CU.YD. CUBIC YARD REINF. REINFORCING - INSTALL DAMPPROOFING SHEET, IF NOT INSTALLED T DETAIL R.D. ROOF DRAIN - INSTALL 7 1/4" MINERAL BATT INSULATION R19 BETWEEN EXISTING JOISTS. DDEE DIAMETER READ. REQUIRED - - DO ALL NECESSARY ROUGH PLUMBING AND OTHER WORK. - REINSTALL 3/4"SHEATHING DIM. DIMENSION RM ROOM - INSTALL NEW HW FOORIING. SITE SAFETY AND PROTECTION NOTES: DIM DIMMER SF SQUARE FEET LOCATION MAP: PROJECT SITE DR. DOOR SIM. SIMILAR 3. ALL RELATED HVAC, PLUMBING AND ELECTRICAL WORK 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL DWG DRAWING SPEC. SPECIFICATION JURISDICTIONAL AND OSHA REQUIREMENTS, E.J. EXPANSION JOINT S.S. STAINLESS STEEL 4. POOL: ELEV. ELEVATION STD. STANDARD . STEEL PROJECT - 20'X 50'SWIMING POOL 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, ELEC. ELECTRIC STL „`- POOL PATIO FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC. THEY SHOULD ADDRESS ANY POTENTIAL ENT. ENTRY TBD TO BE DETERMINED �'" " ' EQ. EQUAL TEL. TELEPHONE Alteration to Fisher - POOL FENCE INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION EQUIP. EQUIPMENT TH. THICKNESS OUTSIDE SHOWER'. PROCESS. ERV ENERGY RECOVERY VENTILATION T.O. TOP OF Residence Barn 5. ALL RELATED PLUMBING AND ELECTRICAL WORK EXIST. EXISTING TYP. TYPICAL EXT. EXTERIOR U.O.N. UNLESS OTHERWISE NOTED FF FINISHED FLOOR V.I.F. VERIFY IN FIELD THE OWNER RETAINS THE: RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. FIN. FINISH OR FINISHED W 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 FABRIC GA GAUGE GALV. GALVANIZED OPTIONS AND ALTERNATIVES G.C. GENERAL CONTRACTOR GL. GLASS NO OPTIONS AND ALTERNATIVES ARE LISTED. °' GWB GYPSUM WALL BOARD H OR HT HEIGHT H.P. HIGH POINT HRDWD HARDWOOD Project number 22014 HRV HEAT RECOVERY VENTILATION Date 6/30/2024 HVAC HEATING VENTILATING AND AIR CONDITIONING Drawn by HA a HORZ. HORIZONTAL Checked by GB N m N N TO 1■ p N Scale As indicated 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 client: Ronald A. Fisher site address: 7130 Main Road, East Marion, NY 11939 tel: 914 714 4859 email: ronfis@aol.com tax map#: 1000-31.-6-6 Al MAIN ROAD UTILITY POLE —OH- _OH 98.26' 13' 50" E N 56 MONUME T FOUND MONUMENT WELCP FOUND HEAIJ wi 34' Lij 148.61' LU w EV. b Uj 0 w 0 Uj > UP 'COHERED PORCH zo C� 48 57' OD LO Uj 1. 4. ROOF SHIN GLES TO BE X I RESHINGLED T REMOVE EXISTING ROOF No. Description Date APPROX. LOCATION OF .01 D L EXISTING 1000 GAL 0. 13 Arc SHEATHING, TYP. 1 Omit Toilet 2/2/25 LU 1 V UNIT SEPTIC SYSTEM 5. 1 —, L.-!12 20' GRAVEL CD I a i CO LO 04 C14 7 70' DOOR REMOVED 25'-6" 8--3" GENERATOR AND WALLED 0 LINE OF SHRUB,TIP. (FUTURE) C/E A2 A3 6p 'l COV PORCH 0 C) LLI PERMEALE NEW RYWELL PAVEMENT ' 8' DIA., 4' DEEP. 4-i­­­-- I 2. 10.00'MIN. 5'MIN, B3 0 (6 CO SIDING TO BE LO REMOVED AND C14 STORED, TYP. z WINDOW TO REMAIN .1 ..2 POOL QUIP. (SELECTED AND 6'-0" 19,- D PROP. REINSTALLED) TREE(FUTURE) 0 EXISTING FLOOR OUTD OR SHOV�ER CN, ij SHEATING TO BE + REMOVED, STORED 20.80 16' 0" X < FOR REINSTALLATION + ---------- - - AND WALLED, TYP. 45.11,+/. TWIDE GATE ."------- N 59'49' 00" E 16.82' L PERMEALE PAVEMENT DOOR REMOVED POOL PATIO MONUMENT ...... FOUND EV.33' MONUMENT FOUND 0 POOLF NCE 0 r L= EXISTING CHIMNEY TO BE REMOVED Lo R 0 LO 0 X ?I o 17 2'-0"TYP.— U') C> —4_j Ile w ...... CD EXISTING, t wV1 c1q V `BEkEMOVED'-,_', P _,x— / CNI 8' DIA. 8' DEE 30.00,./- LL' 02 DW OA (14 5D V (j) 1IL 0 0 -------------- z 1010, -------------------------- F z 4'-0" 20'-0" 8'-0"'11 T-0" 0SNEo DOOR TO BE REMOVED 7, < WALL (REPLACED WITH A WINDOW) 0 TE LL WINDOWS TO REMAIN PROJECT 0 'WALL ...... 0.8'E SITE PLAN IS BASED ON SURVEY BY C) BARRET BANACCI &VAN WEELE, PC Alteration to Fisher LO DATED NOV. 14. 2022 0 (0 Residence Barn z EV.33' EV.33' WELL REBAR MONUMENT 0.5's FE — " Site Plan Demolition ONLINE FOUND F 2 5'W El E3 FE S __171 FEB FE VINYL FENCE FE P,ians 0 8:S 2,8'S1. 2.4'S 0.3 E S 590 32' 30"W 116.18' 04, WINDOWS TO BE REMOVED TAX LOT 5.1 (REPLACED WITH A INSWING Project number 22014 PATIO DOOR) Date 6/30/2024 Drawn by HA 2 Site Plan arn emolition Plan Checked by GB ti 1/411 1 1-011 C) N WE Lci) mc, HEAIJ EXISTING FLOOR -ATING To BE tit+ *x A. 01 LON 0 Scale As indicated EXISTING studio a/b architects CHIMNEY 1 EXISTING CHIMNEY 4 2 5 3 EXISTING CHIMNEY TO REMAIN 3 5 REMOVED 2 4 TO REMAIN 71A, A.03 A.03 A.03651 West Main Street, 1 A.03 A.03 A.03 A.03 Riverhead, NY 11901 EXISTING LAKE BOARD A.03 EXISTING LAKE BOARD 631 3231426 REPAINTED REPAINTED glynis@studioabarchitects.com REPAIR AS REQUIRED p EXISTING ROOF REPAIR AS REQUIRED TING ROOF p EXISTING NEW WINDOW \ B3 B2 RESHINGLED, TYP. B l B l CHED AND B2 CHIMNEY TO BE B3 mailing address: EXISTING SIDING RESTORED - �Y EXISTING SIDING HINGLED, TYP. REMOVED EXISTING WINDOW PO Box 444, Orient, NY 11957 AFTER NEW SHEATHING, WRB, �� ----- ----- AFTER NEW SHEATHING,RESTORED _..._._.__ REMOVED AND WALL D AND RIGID INSULATION INSTALLATION, REPAINTED, \ ___._—__._.—.__ ___—__ WRB,AND RIGID client: .n,P , � INSULATION INSTALLATION, REPAINTED, TYP. I II Ro nald A. Fisher A3) A2 EXISTIG NEW GLIDING PATIO REPLACED WINDOW site address: WINDOW DOOR � I 7130 Main Road, East Marion, NY 11939 j tel: 914 714 4859 A4 Al I TO REMAIN Al A4 EXISTING email: ronfis@aol.com / WINDOWS EXISTING REMOVED, WINDOW, tax map INSTALL NEW j r� � IN-SWING PATIO — — — -, I I I I EXISTING DOOR i 'I ❑,' PROP. OUTDOOR 5' H I REMOVED AND ° __' —::—i�'i i l i i � � � SHOWER FENCE WALLED I - '�- i � i � �,❑ � i NEW DOUBLE ` BARN DOOR INSTALL 1X4 ❑ ❑ ,,=. PVC TRIM ii � __... INSTALL 1X4 BOARD - INSTALL 1X4 PVC TRIM ,' PVC TRIM j Barn Floor Level _ _ _INSTALL 1 PVC TRIM X4 _ — — BOARD, TYP. _ nil — — BOARD, TYP. — — — — — BOARD, TYP. - _— — — 4 - 3V t - L EXISTING FOUNDATION EXISTING FOUNDATION WALL PARGED, TYP. WALL PARGED, TYP. OUTDOOR SHO ER L 5' H FENCE SAME AS WALL SIDING Shed North Elevation1 Shed West Elevation1 Shed South Elevation1 Shed East Elevation1 2 1/4" = 1'-0" 3 1/4" = 1'-0" 4 1/4" = 1'-0" 5 1/4" = 1'-0" 1'- 1 1/2" +/- 12'-0 1/4"+/- 1'-2 3/4"+/- No. Description Date J. 1 Omit Toilet 2/2/25 NEW BARN DOORREMOVE EXISTIG DOOR AND WALLED A.02 2 2 3 -4' I Al I n dD 3 i 00 EXIS ING — f , Storage WINDOWS 0'-4 1/2" II 8'-2 3/4"+/- 3'-5" EXISTING WINDOWS TO BE _., REMOVED ' io ? AND WALLED --A 5 A.03 NE GLIDING SINK W/2'WIDE UNDER COUNTER PATIODOOR TO 5'WIDE 24" DEEP COUNTER BE INSTALLED —a ° REFRIGERATOR SPACE FOR UNDER COUNTER REFRIGERATOR 2'+/-WIDE,VERIFY WITH OWNNER `o (2)-2X4 JACK STUDS TYP. :A02 3 5 A.02 A�0 ARG1 �T� LU EXISTING WINDOW TO _V REMAIN 023 REPAIR AS tpEXISTING DOOR NEEDED, TO BE REMOVED REPAINTED, NEW WIN OW TO TYP. 2 BE INSTA LED Pool House 5' H OUTDOOR A.03 4'-1 1/2" SHOWER FENCE 4 VERTICAL SIDING SAME AS WALL ON ACQ PROJECT ACTIVE PASSIVE r _ FRAME N Y"' I Alteration to Fisher LO 14" HIGH, 16" DEEP BENCH Residence Barn "' ( CEDAR 5/4 X 4 DECKING 34- ' ` I EQ. / \ EQ. �\ l 30"WIDE GATE Floor Plan , and LI— 6'-6" 0'-4 1/4" EXISTING WINDOWS TO BE Elevations REMOVED HINGED SCREEN NEW INSWING PATIO DOOR TO BE INSTALLED 1 A.03 I 4 Project number 22014 A.o2 Date 6/30/2024 Drawn by HA Q Checked by GB o n Barn Floor Plan LO N C3 A . 02 cD N Scale 1/4" = 1'-0" N TYPICAL ROOF/CLG CONST.: REPLACE ASPHALT SHINGLES, TYPICAL ROOF/CLG CONST.:1 ASPHALT FELT,AND SHEATHING REPLACE ASPHALT SHINGLES, 1 studio a/b architects A.03 ON EXISTING 2X6 RAFTERS 1 ASPHALT FELT,AND SHEATHING DOUBLE BATT A.03 TYPICAL WALL CONST.: CEILING FURR TO OBTAIN MIN. 10 1/4"SPACE FOR A.03 ON EXISTING 2X6 RAFTERS INSULATION 651 West Main Street � / ' REMOVE EXISTING VERTICAL SIDING INSULATION CEILING FURR TO OBTAIN MIN. 10 114"SPACE FOR R30 X 2 =R60 Riverhead, NY 11901 631 5912402 INSTALL WRB ON NEW SHEATHING (2X6 UNDER EXISTING 2X6 MAKES 11"SPACE) INSULATION INSTALL 1" RIGID INSULATION INSTALL 3"SPRAY FOAM INSULATION R19 \ (2X6 UNDER EXISTING 2X6 MAKES 11"SPACE) ly 323 1426 glynis@studioabarchitects.com VERTICAL PLUS 7 1/4" MINERAL WOOL BATT INSULATION R30 INSTALL 3" SPRAY FOAM INSULATION R19 lynis@studioabarchitects.com SIDING TOTAL R49 r \ PLUS 7 1/4" MINERAL WOOL BATT INSULATION R30 mailing address: INTERIOR \� TOTAL R49 PO Box 444, Orient, NY 11957 1/2"GWB, PAINTED TYPICAL WALL CONST.: A3 A2 A3 A2 ON EXISTING STUDS INSTALL 3 1/2' R15 MINERAL WOOL BATT INSULATION REMOVE EXISTING � ROOF SHEATHING VERTICAL SIDING client: INSTALL WRB ON NEW A4A Al SHEATHING A4 '� Al A4 Al Ronald A. Fisher L7130INSTALL 1" RIGID � \ 1 ' site address: INSULATION EXPOSED EXISTING Main Road, East Marion, NY 11939 REINSTALL VERTICAL �/ j ROOF CONST. tel: 914 714 4859 EXISTING COLAR TIE, TO BE RAISED SIDING :INTERIOR email ronfis@aol.com AND PAINTED @ CLG: 1/2"GWB, PAINTED ._._ _ I tax map#: 1000-31.-6-6 1/2"GWB ON EXISTING STUDS / RAISE CLG: PAINTED INSTALL 3 1/2" R13 EXISTING 1/2"GWB ' MINERAL WOOL BATT COLLAR TIE PAINTED WALL CONST..: EXISTING COLLAR TIE INSULATION SEE DWG#1 ' i EXISTING \ PAINTED 1/2 GWB EXISTING WINDOW 1 I ON THIS PAE PAINTED WINDOW I i REPAIR AS i �� �� 31/4' ,t ) , INSTALL WINDOW UNDER NEEDED EXISTING HEADER `/ ,' 1/2"GWB ON 2X4 STUDS, REPAINTED - R15 BATT INSULATION EXISTING WINDOWS VERTCAL SIDING PANEL rho i w TO BE REMOVED ' AND INSTALL NEW 3/4" BOARD EDGE WRAP 1 yCO/ P /d r Rom Storage \ A 1" RIGID INSULATION PATIO DOOR 1 _9 1/2" Cl)LO ON WRB SHALL BE EXPOSED EXISTING CONTINUED TYPICAL FLOOR CONSTRUCTION STUDS. FOR SIDING HW FLOORING 1/2"GWB PAINTED SURFACE 1 ;! 1 I ALIGNMENT ON EXISTING SHEATHING , ON EXISTING 2X4 TYPICAL FLOOR INSTALL IX4 PVC ON EXISTING JOISTS\ �� STUDS,TYP. 2'_0 CONSTRUCTION INSTALL 1X4 PVC TRIM BOARD - INSTALL 5 1/2" MINERAL WOOL HW FLOORING TRIM BOARD j 1/2"+/- DOWN BATT INSULATION \ r' ON EXISTING SHEATHING ; 1/2"+/- DOWN FROM TOP OF R=23 `� ,' �, ON EXISTING JOISTS FROM TOP OF FOUNDATION, P. L \ INSTALL 1X4 PVC INSTALL 5 1/2" MINERAL WOOL EXISTING FLOOR SHEATNING \ TRIM BOARD BATT INSULATION FOUNDATION \ 1/2" +/- DOWN TYP. Barn Floor Level ` ' _ FROM TOP OF R=23 I — 34' - 7" TYP. ADD BLOCKING M EXISTING I UNDER NEW PARTITION _—_ 00 CONC. SLAB I i EXISTING BRICK KNEE WALL I BATT INSULATION I PARGED I R23 � No. Description Date TYPICAL ON NORTH SECTION i n Typical W-E Section thru Barn South J Typical W-E Section thru Barn North 1/2" - 1'-0" 1/2" - 1'-0" J 1��ical11 lW---E Section thru Shed North2 1-011 EXISTING RAFTERS WHERE RAISED COLLAR BEAM WILL BE ATTACHED ROOF: SHALL BE REINFORCED BY NEW 2X6 RIGIDLY ATTACHED, TYP. REPLACE ASPHALT SHINGLES, ASPHALT FELT, AND SHEATHING ON EXISTING 2X6 RAFTERS, TYP. REPLACE ASPHALT SHINGLES, E31 ASPHALT FELT, AND SHEATHING B2 B3 1 ON EXISTING 2X6 RAFTERS A.03 4 2 5 3 A.03 A.03 FURR TO OBTAIN MIN. 10 1/4"SPACE FOR A.03 A.03 INSULATION INSTALL 3" SPRAY FOAM INSULATION R19 PLUS 7 1/4" MINERAL WOOL BATT INSULATION R30, TOTAL R49 1/2" GWB PAINTED I I I WALL CONST.: yyyyyy Yyyyyy REMOVE EXISTING VERTICAL SIDING A2 A3 INSTALL WRB ON NEW SHEATHING 1 1 1/2"GWB REPAIRR EXISTING 1 EXPOSED WALL l I 1 PAINTED INSTALL 1" RIGID I EXISTING ROOF EXISTING VERTICAL SIDING INSULATION I STRUCTURE I 1" RIGID INSULATION A ?C REINSTALL VERTICAL I EXISTING 1/2" GWB 1/2"GWB P ED ON WRB SHALL BE Al A4 - '/ SIDING I I DOUBLE WALL 1 1 PAINTED PAINTED EXISTING WALL CONTINUED I4 r RAISED COLLAR 3/4"VERTICAL FOR SIDING SURFACE C3 - INTERIOR TIE TO BE I PANEL RAISED COLLAR STRUCTURE ALIGNMENT 1/2"GWB, PAINTED PAINTED, TYP. TIE TO BE EXISTING COLLAR '" r ON EXISTING STUDS ( PAINTED, TYP. TIE INSTALL 3 1/2" R15 ! h I I EDGE 3/4" BOARD W AP MINERAL WOOL BATT INSULATION I I RAISED COLLAR BEAM i VERTICAL ` SIDING PANEL \ / Pool House i Storage : I @c S 3/4" BOARD �\ PROJECT NEW BARN DOOR EDGE WRAP , Alteration to Fisher 80 BO G Residence Barn : I BARN SOUTH: BARN NORTH: NEW HW FLOORING NEW HW FLOORING ON 3/4" PLYWD SHEATHING ON EXISTING PLYWD SHEATHING Sections ON 2X6 JOISTS @16"O.C. 1 REMOVE ONCE, INSTALL INSULATION EXISTING FLOOR SHEATHING ON SLEEPER @ 4'-0"O.C. AND REINSTALL TO REMAIN AND EXPOSED ON EXISTING CONCRETE SLAB + Barn Floor Level 00 - I — ===Project number 22014 I 2X4 SLEEPERS @4'O.C. Date 6/30/2024 SHIM TO ADJUST 1 Drawn by HA FLOOR HEIGHT West-East Section thru Pool House showing Checked by GB r FOR FINISHED FLOOR (o TO FLUSH TO OFFICE ' Powder Room Partition and related Landing N n Typical S-N Section thru Shed1 N 2 and Loft 1/2" = 1'-0" AM03o N C14 Scale 1/2" = 1'-0" studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 glynis@studioabarchitects.com mailing address: ROOFING PO Box 444, Orient, NY 11957 ASPHALT FELT client: SELF ADHERED WATERPROOF MEMB. i Ronald A. Fisher SHEATHING — i" site address: j 7130 Main Road, East Marion, NY 11939 tel: 914 714 4859 email: ronfis@aol.com tax map#: 1000-31.-6-6 FURRED CEILING FOR INSULATION SPACE METAL DRIP - BATT INSULATION CLOSED CELL SPRAY FOAM INSULATION 1" RIGID INSULATION — CEILING FINISH E INTERIOR FINISH 1" RIGID INSULATION CAVITY INSULATION BETWEEN STUDS SIDING AND TRIM SELF E INT. FIN. ADHERED WRB (SELF ADHESIVE TYPE) MEMB. EXTERIOR WALL TO ROOF CONNECTION WITH ATTIC FLASHING i METAL CAP SELF ADHERED MEMB. FLASHING FLASHING CONTINUOUS BEAD OF SEALANT WOOD FRAME No. Description Date CONTINUOUS BEAD OF WINDOW EXPANDING FOAM SEALANT EXTERIOR SIDING SEALANT EXPANDNING FOAM SEALANT CONTINUOUS RIGID CAVITY INSULATION INSULATION INTERIOR FINISH INTERIOR FINISH TYPICAL WINDOW HEAD CAVITY INSULATION WRB (SELF CONTINUOUS BEAD OF SEALANT, TYP. EXT. SHEATHING— SHEATHING E 1 WINDOW ADHESIVE TYPE) FLOOR FINISH - _ _ - - EXPANDING TAPE ALL JOINTS WRB (SELF ADHESIVE TYPE) FOAM SEALANT HOR. AND VER'T. SELF-ADHERED MEMB. 1/2"X 1 1/2" BACK DAM FLASHING 1" RIGID INSULATION SELF CONTINUOUS ADHERED BEAD OF SEALANT SELF ADHERED MEMB. FLASHING SELF ADHERED FLASHING MEMB. FLASHING SIDING AND TRIM 1"X 1 1/2" WRB (SELF ADHESIVE - TYPE) V X 1 1/2" ALL AROUND INTERIOR FINISH CAVITY INSULATION WINDOW SILL SEALANT CONTINUOUS BEAD OF SEALANT TYPICAL WINDOW JAMB TYPICAL WINDOW SILL TERMITE SHIELD d • e :4 STUCCO PARGE FOUNDATION TO WALL CONNECTION THERMAL PROTECTION NOTES: ENVELOP: Plan Review rr�� 1. [103.1,103.2] Construction drawings and documentation demonstrate energy code compliance for the building envelope. Thermal envelope represented on construction documents. - • This project does not expose cavities of cathedral ceiling and walls. (NYS Energy Conservation Code R503.1 Exception 4) • This alteration does not use more energy than the existing building (NYS Energy Conservation Code R503.1) -All the existing fenestrations will remain, except one window will be removed and walled. See First Floor Plan -This alteration adds roof/ceiling insulation in Attic. See Insulation Schedule l 3, ` -This alteration adds floor insulation under the first floor. See Insulation Schedule a -This alteration adds insulation or sealant to minimize infiltration. See A.06. ,r -- Insulation 1 [303.1]All installed insulation shall be labeled or the installed R-values provided. 2 [303.2,402.2.7] 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 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. 3 [303.2]Wall insulation is installed per manufacturer's instructions. (Only where one window shall be removed and walled.) 4 [303.1.1.1,303.2]Ceiling insulation installed per manufacturer's instructions. 5 [402.2.3]Vented attics with air permeable insulation include baffle adjacent to soffit and eave vents that extends over insulation. 6 [402.2.4]Attic access hatch and door insulation >_R-value of the adjacent assembly. IC RATED RECESSED LIGHTING PROJECT HOUSING WRAP WITH SPRAY FOAM INSULATION Air Leakage Alteration to Fisher 1 [402.4.5] IC-rated recessed lighting fixtures sealed at housing/interior finish and labeled to indicate<_2.0 cfm leakage at 75 Pa. 2 (403.6] Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. - - ------- ------------- - -------------- Residence Barn SYSTEMS: Plan Review 1 [103.1, 103.2,403.7] Construction drawings and documentation demonstrate energy code compliance for lighting and mechanical systems. • All new lighting fixture shall be LED lighting • This alteration does not change the existing mechanical system. Systems Typical Thermal � 1 [403.4] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF are insulated to>_R-3. CAVITY INSULATION 2 [403.4.1] Protection of insulation on HVAC piping. _.__....___......................_..__.._.. INTERIOR FINISH Existing piping shall be insulated, if not insulated. Protection Details 3 [403.5.3] Hot water pipes are insulated to>_R-3. DING FOAM SEALANT Ducts 1 [403.3.1] Supply and return ducts in attics insulated >= R-8 where duct is>= 3 inches in diameter and>= R-6 where< 3 inches. Supply and return L\\----��EXPAN NTINUOUS BEAD O SEALANT TYPICAL ELECTRICAL BOX ON EXTERIOR WALL ducts in other portions of the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. CEILING RECESSED LIGHTING Existing ducts shall be insulated, if not insulated. Lighting Project number 22014 1 [404.1] 75%of lamps in permanent fixtures or 75%of permanent fixtures have high efficacy lamps. Does not apply to low-voltage lighting. Date 6/30/2024 • Drawn by HA a Checked by GB M io N n Thermal Protection Details 1 1/2" = 1'-0" A. 04 CD Scale As indicated studio a/b architects 651 West Main Street, Insulation Schedule Riverhead, NY 11901 631 591 2402 Construction Material Thickness, R value Note 631 323 1426 glynis@studioabarchitects.com Roof/Ceiling Hybrid, Closed Cell Spray Foam Insulation plus Mineral Wool Batt 3" R19 Spray Foam+ 7 114" R30 Batt, total R=49 No Roof vent required; on Storage, no insulation mailing address: Insulation between rafters PO Box 444, Orient, NY 11957 Flat Ceiling Mineral Wool Batt Insulation over Ceiling Joists (2)-7 1/4"R60 Exterior Walls Mineral Wool Batt Insulation between studs; continuous rigid 3 1/2" R15 Batt insulation + 1" R5 rigid insulation Continue 1" Rigid insulation on WRB on exterior walls on insulation on wall sheathing Storage for siding surface algnment client: Storage Partition Mineral Wool Batt Insulation between studs 3 1/2" R15 Floor above unconditioned space Mineral Wool Batt Insulation between Joists 5 1/2" Batt insulation , R23 Ronald A. Fisher Shim space around window and door,where Fill all along the shim space with flexible spray foam insulation site address: exposed Construction joints, where accessible Fill all along the connection joints with flexible spray foam insulation tel: Main Road, East Marion, NY 11939 el: 914 714 4859 email: ronfis@aol.com tax map#: 1000-31.-6-6 Exterior Finish Schedule ext fin # Construction 7 Exterior Finish Color Notes 1 Existing Foundation wall Parged light gray 2 Existing Wall Existing wood vertical siding, painted; Patch to repair existing white to match existing Remove all siding once. Install new 1/2" plywd sheathing, install WRB, install 1" rigid insulation; damages. Add 1x4 PVC Trim Board at the bottom of wall, typ. And re-siding combining reusable boards and new. Assumed percentage of the reusable boards mybe 50%. 3 Trim 1x4 painted(Type F) white 4 Fascia 1xX painted (Type F) white Size to match existing 5 Roof Replace existing asphalt shingles to match color and style check damage on existing sheathing; If damage is found replace. Install new asphalt fet; and reshigle new. Paint Types Paint Product Type Application Hue 1st Coat Fnish Coat Color A Interior Gypsum Wallboard Latex Flat 1 or 2 coats Benjamin Moore Regal@ Select Premium Interior Paint& Super white Primer, Flat(547). Spot prime as needed for the repaint. B Interior Gypsum Wallboard in Wet Latex Matte 2 coats Benjamin Moore Aura Bath&Spa Waterborne Interior Paint- Super white Location Matte (532) C Interior Wood Painted Latex Semi-Gloss Benjamin Moore Fresh Start@ Multi-Purpose Latex Primer(N023)or Fresh 1 or 2 coats Regal@ Select Premium Interior Paint&Primer, Semi-Gloss Super white Start@ High-Hiding All Purpose Primer(K046) (551) Finish: 1 or 2 coats Regal@ Select Premium Interior Paint& Primer, Semi-Gloss(K551) D Interior Wood Clear Finish Water Base 2 or 3 coats Benjamine Moore Stays Clear@ Acrylic Polyurethane 423 Polyurethane, Low No. Description Date Lustre F Exterior Wood Painted Latex Low Lustre 2 coats Benjamin Moore Regal@ Select Exterior Paint High Build Low Super white Lustre Finish (401) Room Finish Schedule Finish Room Name Floor Base Trim Wall Ceiling Comments Pool House HW flooring on Existing subfloor same as Office same as Office 1/2"GWB Painted (Type A) 1/2"GWB Painted (Type A) Powder Room IHW flooring on Existing subfloor 1x4 Painted (Type F) 1x4 painted (Type A) 1/2"GWB painted (Type B) 1/2"GWB Painted (Type A) Storage Existing subfloor Exposed ; partially 1/2"GWB Door Schedule Mark Room Room from DoorType Dim Product Finish Frame and Trim Lock Set HandleI Note 1 Storage Exterior Out-swing Hinged Double 72"x 80" Site build w siding board+2x white painted Trim size to Barn Latch Plunk Door framing match existing, or 1x4 painted 2 Pool House Exterior Sliding Patio Door 71 1/4"x79 1/2" Andersen 100 series 60611R white 1x4 painted standard standard Tempered Low-E 3 Pool House Exterior In-swing Hinged Patio Door 71 1/2"x82 3/8" Andersen 200 series white,white 1x4 painted standard Black Tempered Stormwatch ISPD60611 PALR Low-E; Oilrubbed bronze HW 4 Powder Room Pool House In-swing Hinged Panel Door 30"x 80" Simpson Interior 30 Panel, or eq. white painted 1x4 painted Bed and Bath Schlarge Latitude lever with Collins Trim Bed & Bath Lock, Aged Bronze, F40 LAT 716 COL 4 Window Schedule Window quantit gr" # y Product Dimentions R.O. Finish Glazing Sill Ht Comments ` .,: ,. ;': 0 1 1 Andersen 100 series, Twin Awning 3030-2 61 1/2"x 35 1/2" 62"x 36" white Low-E, Hurricane(if 3'-6"+/-(install under No grill ; " availavle) existing header) PROJECT Alteration to Fisher -ALL NEW WINDOWS AND DOOR S SHALL HAVE SCREEN Residence Barn -ALL HW OPTIONS ARE STANDARD -MUNTIN STYLE SHALL BE DETERMINED BY OWNER -AS FAR AS AVAILABLE USE HURRICANE RATED(STORMWATCH) LOW-E GLAZING -USE TEMPERED AS PER NYS RESIDENTIAL CODE Schedules Project number 22014 Date 6/30/2024 Drawn by HA 2 Checked by GB M N A. 05 N c, N Scale Plumbing Fixture Schedule MECHANICAL AND PLUMBING NOTES: studio a/b architects ALL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE, EXISTING BUILDING CODE, PLUMBING CODE, 651 West Main Street, Fixture Type Product Finish Note ENERGY CONSERVATION CODE,AND ALL APPLICABLE CODES AND REGULATIONS. Riverhead, NY 11901 Toilet American Standard Cadet®PRO Two-Piece 1.28 gpf/4.8 Lpf Standard Height Round Front Toilet Less Seat, white with seat&cover 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 631 591 24 02 631 3231426 215DAl04.020, or eq. DRAWINGS. glynis@studioabarchitects.com Lavatory Sink Duravit Happy D.2 19-5/8"Specialty Ceramic Wall Mounted Bathroom Sink and 1 Faucet Hole on Right, white 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR Mode1:0711500008, or eq. DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE mailing address: Lavatory Sink Faucet Kohler Elate 1.2 GPM Single Hole Bathroom Faucet with Pop-Up Drain Assembly, Model:K-99491-4-CP, or eq. chrome CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL PO Box 444, Orient, NY 11957 Single Bowl Sink Ruvati Tirana 15" Drop In Single Basin 16 Gauge Stainless Steel Bar Sink with Basin Rack and Basket Strainer, or eq. SS BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. Model:RVH8110 3. 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. Faucet for smaller sink Vigo Greenwich 1.8 GPM Single Hole Pull Down Kitchen , ModeI:VG02029ST, or eq. Iss 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, client: Outdoor Shower as per Plumbing Contractor's recommendation MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; Ronald A. Fisher ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING Hose Bib as per Plumbing Contractor's recommendation JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND site address: REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. tel: Main Road, East Marion, NY 11939 el: 914 714 4859 NYS ENERGY CONSERVATION CODE REQUIREMENT: email: ronfis@aol.com 1 [403.4] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF are insulated to>_R-3. tax map#: 1000-31.-6-6 2 [403.4.1] Protection of insulation on HVAC piping. 3 [403.5.3] Hot water pipes are insulated to>_R-3. 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE WORK. 6. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT 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, ARRANGE SPACE 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 COST TO THE OWNER. 8. MECHANICAL CONTRACTOR SHALL PROPSE HEATING AND COOLING MINI-SPLIT SYSTEM BASED ON HIS MANUAL J AND S CALCULATIONS. 9. PLUMBING CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT FOR THE PROPOSED CONFIGURATION. 10. 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. 11. PLUMBING CONTRACTOR SHALL EVALUATE THE EXISTING WASTE SYSTEM CAPACITY; NOTIFY ARCHITECT AND OWNER OF IF EXISTING CAPACITY IS NOT ADEQUATE. 12. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A LOCATION AS DIRECTED BY THE OWNER. 13. 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 SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 14. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. 15. NEW HORIZONTAL PIPES RUN UNDER FLOOR. PRIOR TO ANY EXECUTIONS, CONTRACTOR SHALL NOTIFY TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING JOIST OR GIRDER IS REQUIRED. 16. 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. No. Description Date cn�0 41- I N�f��� 00 I ° W Cn �A ; 00 E1 iW i I zZ i 1 0 Q 02 IF, c WALL MOUNT r i ELECTRICAL - I TANKLESS WATER HEATER 1 ( 1 ELECTRICAL MINI SPLIT SYSTEM ' $ 1 f tpf� Xr i �� (COOLING ONLY) EXTERIOR UNIT oo. ELECTRICAL MINI SPLIT SYSTEM c i 4 INTERIOR UNIT { i � ....... E ;� +O+I ------------------�-- _. . HOSE BIB PROJECT Alteration to Fisher i 2"VENT EXTENSION THRU ROOF Residence Barn ROOF I POOL EQUIP. 1 I YeoV� I I � \C Mechanical and Id� AV TORY I SINK Plumbing Notes, I 1 STFL Plumbing Layouts I y4 r' I 4"WASTE TO EXISTING SYSTEM OUTDOOR I Project number 22014 I '{+----- --------_R++0 SHOWER O W E R 3"WASTE, E; i PVC 6/30/2024 F g Date -,..... Drawn by HA a Checked by GB io r N 1 Barn Mechanical and Plumbing Layouts MP . 01 1/41' = 1'-011 N N Scale As indicated Lighting Fixture Schedule LEGEND ELECTRICAL NOTES: studio a/b architects Lighting Fixture # Lighting Fixture Type Product Finish Bulb Note 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE Riv West Main Street, FLUSH MOUNTED PANELBOARD AND CABINET DRAWINGS. Riverhead, NY 11901 A Track and Head WAC Exterminator II 14W J Track Luminaire, on H track, white 2700K, 14W LED, (EXISTING PANEL IS UNKNOWN. INSTALL IF NOT 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL 631 591 2402 J-1014F-927-WT CRI 90 FOUND ) DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. 631 3231426 B Wall mount wet location fixture WAC Nightstick Bathroom Sconce 19"WS35819-WH white LED 16.5W, 3000K, 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO glynis@studioabarchitects.com CRI 90 PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. C Exterior Wall mount fixture Kichler 5.5" 1 Light Wall Light Textured Architectural Bronze, Bronze LED 15W, 3000K, LIGHTING TRACK AND FIXTURE 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY mailing address: COMPANY REQUIREMENTS, ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND PO Box 444, Orient, NY 11957 11077AZT CRI 80 INDUSTRIAL STRIP LIGHT FIXTURE REQUIREMENTS. D Industrial Strip Light Lithonia Contractor Dual Strip 48"Wide Integrated LED white LED,4000K,22W � Commercial Strip Light From the Contractor Select Collection, LED, CRI 80 CDs L48 MVOLT DM 40K 80CRI WH, or eq. i_o WALL MOUNT LIGHTING FIXTURE NYS ENERGY CONSERVATION CODE COMPLIANCE: client: Lighting F Exhaust Fan Panasonic WhisperFit®DC Fan 50-80-110 CFM, FV-0511VF1 white Duct and weather cover - 1 [404.1] 75%of lamps in permanent fixtures or 75%of permanent fixtures have high efficacy lamps. Does not Ronald A. Fisher SINGLE POLE SWITCH apply to low-voltage lighting. �3 THREE WAY SWITCHH site address: 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL, 7130 Main Road, East Marion, NY 11939 DIM SINGLE POLE SWITCH W/DIMMER ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY tel: 914 714 4859 ALL LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. email: ronfis@aol.com 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS LIGHTING FIXTURE NOTES: DUPLEX RECEPTACLE REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. tax map#: 1000-31.-6-6 1. SCHEDULE AND LAYOUT ARE MADE WITHOUT INCLUDING EXISTING FIXTURES. THE CONTRACTOR SHALL EXAMINE EXISTING �G DUPLEX RECEPTACLE PROTECTED BY 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. FIXTURES, AND VERIFY WITH OWNER WHETHER HE IS WILLING TO REUSE OR REPLACE. GROUND CIRCUIT FAULT INTERRUPTER 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT 2. RECESSED CEILING LIGHTING FIXTURE SHALL BE 4" ROUND OR SQUARE WHITE TRIM, LED 11+/-WATT, INITIAL LUMEN 650+/-, BY WAC, N EXT EXTERIOR DUPLEX RECEPTACLE DELAYING THE COMPLETION 9. WHERE THE WORK WILL BE INSTALLED THE ENTIRE PROJECT. STALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR COOPER, OR EQ. WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, 3. ALL REMOVED EXISTING FIXTURE SHALL BE STORED FOR OWNER'S REUSE. -® SPECIAL PURPOSE OUTLET ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO e USB RECEPTACLE CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL TELEVISION OUTLET CONTRACTOR. 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY TELEPHONE/DATA OUTLET CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF -0 FAN OUTLET CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL; OTHERWISE, ALL EXISTING CIRCUITING SHALL,AS FAR AS APPLICABLE, REMAIN INTACT FOR REUSE; LAYOUTS ARE NOT INCLUDING ANY EXISTING ELECTRICAL SYSTEMS. CONTRACTOR SHALL ADJUST THE OUTLET LAYOUTS WITH THE EXISTING ONES. ALL LIGHTING SHALL BE REPLACED EITHER JUST THE FIXTURE OR INCLUDING CIRCUIT, AS PER EACH EXISTING CONDITION. 12. INSPECT EXISTING CIRCUIT BREAKERS. ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX AS NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING. 13. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT, AND/OR CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM, AS REQUIRED, COMPLYING WITH ALL APPLICABLE CODES, INCLUDING BASEMENT, FIRST FLOOR AND SECOND FLOOR. 14. ALL DUPLEX OUTLETS SHALL HAVE TWO DIFFERENT CIRCUITS. 15. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI.), UNLESS OTHERWISE NOTED. 16. ALL NON-GFCI OUTLETS SHALL BE ARC FAULT CIRCUIT INTERRUPTER (AFCI). 17. (NOT USED) 18. INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT. 19. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET AND FIXTURE LOCATIONS WITH ARCHITECT AND OWNER. 20. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. 21. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. 22. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5" FROM THE FINISHED No. Description Date EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. 23. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. 24. 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. 25. FOR SECURE SOUND ISOLATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED ON A WALL BACK-TO-BACK. 26. WHEN ANY SWITCH, OUTLET, OR WALL MOUNT FIXTURE, OR VENT SHALL BE INSTALLED ON EXTERIOR WALL, THE BOX OR PENETRATION SHALL BE WRAPPED WITH SPRAY INSULATION. THIS LINE MAY INCLUDE THE CAPACITY FOR POOL EQUIPMENT AND OTHER POOL USE ELECTRICAL CONTRACTOR SHALL EVALUATE EXISTING UNDERGROUND WIRE UPGRADE AS NEEDED APPROX. LOCATION OF EXISTING ij C UNDERGROUND POWER SUB ENTRY TAFF ...._....._............... I SUB-PANEL UNKNOWN. c i INSTALL IF NOT EXISTING % c D • B € l I TANKLESS WATER HEATER ( MINI-SPLIT SYSTEM A c G. UNDER COUNTER � } /r REFRIGERATOR - g t A `; s =.» 3. DIM A PROJECT I Alteration to Fisher A POOL EQUIP. Residence Barn A ... Electrical Layout E ................. 3 f »ewe EXT C Project number 22014 Date 6/30/2024 1 Barn Electrical Layout Drawn by HA 2 1/4 1 0 Checked by GB v k co N E . 01 0 N Scale As indicated