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HomeMy WebLinkAbout51189-Z ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES 112p°SPACING MI5C. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA INSTALLAT194,,,WN O 1.THIS PROJECT IS INTERIOR RENDVATION5 TO AN FX15TING I-STORY,SINGLE FAMILY STRUCTURE, GROUND SNOW LOAD 20 P5F (PER FIG. I GO8.2 BCNY5 2020 �ON G ZONED AS R-40 AND ADDITIONA OF A COVERED PATIO/POP,CH. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. I G09.3(1)BCNY5 2020 CORNER STUD O�� I ' �Et: WALL cONNECTEp Tp 2.THE HEIGHT OF THE EXISTING STRUCTURE IS 20' SEISMIC DESIGN CATAGORY B (PER SECT. I G 13 BCNY5 2020 "--- TRANSFER SHEAR I WINTER DESIGN TEMP I I"F (PER TABLE N 1 101.2) • �' O 5 6 3.THE TYPE OF CONSTRUCTION IS TYPE V(13). 2 1 Gd COMMON N/ 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK FLOOD ZONE N/A (PER FEMA MAP) IJ�IL5 @ G"O.C. (^� /�N FROST LINE DEPTH 30' ENDWALL ) STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF d PA WOOD FRAME WEATHERING PROBABILITY SEVERE (PER BCNY5 2020) n aPy \' A CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. � I V 10 II \V V G�i 5.DESIGN LOAD CALCULATION ARE BASED ON: DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) L _ LIVE LOAD:AS PERTA15LE P3011.,BUILDING CODE of NEW YORK STATE 2020. PER TABLE 1 G07.1 BCNY5 2020 CORNER I+ N 2 I 0 2 ER BEN I+ DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNY5 2020. ROOMS OTHER THAN SLEEPING 40 PSI SNOW LOAD:20 PSI GROUND SNOW LOAD(AS PER FIG.R301.2(5)BCNY5 2020. SLEEPING ROOMS 30 P51 hOLDDOWN � Gh nl WIND EXP05URE CATEGORY"C",FOR 130 MPH 3 SECOND GU5T. ATTICS WITH LIMITED STORAGE 20 PSI ATTICS WITHOUT STORAGE 10 PSI N LOCATION LIVE DEAD [)ELECT LIMIT STAIRS 40 P51 AS NEEDED 1/2-P-0" ¢,I I5T.FL. 40 LB. 12 U3GO 2ND.FL.(SLEEP AREA) 30 LB. 12 LJ3G0 RIDGE TENSION RAP ATTIC(NON STORAGE) 20 LB. 10 U3GO NAILING SCHEDULE ROOF 20 LB. 15 U3G0 (PER AF 4 PA AMERICAN WOOD COUNCIL WFCM FOR : ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH'WIND EDITION) G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING ID OA _ TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ROOF FRAMING CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER OPED 5E OR IMPLIED IN THE USE OF THE5P.PLANS. CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T J015T HANGER. 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING J015T TO PARALLEL RAFTER(FACE-NA(LED) 3 EACH LAP WOOD BEAM PER WFCM 513C TABLE 2.4 CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP RIDGE PROVIDING G EA.BD COMMON NAILS DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE IN EACH END OF -114"20 GAGE STRAPS 8.CONTRACTOR(5)SHALL PURNI`5H AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END FOR 120 MPH FASTEST WIND SPEED. DESCRIBED ON THESE DRAWING`_SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS RIM BOARD TO RAFTER(END-NA(LED) 2-1 Gd EACH END RIDGE CROSS SECTION END VIEW NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO WALL FRAMING COMPLETE THE WORK. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT 9.ALL MATERIAL SHALL BE IN5TA'_LED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd J015T EA.SIDE AND SPECIFICATIONS. STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C. 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF HEADER TO HEADER(FACE-NAILED) I cd I G"O.C.ALONG EDGES OCCUPANCY. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-I Gd,4-1 Gd PER 2x4,2xG,2x8 RESPECTIVELY BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT 1.CONTRACTOR SHALL DEMOLISH WALLS AND FLOOR AS NECESSARY,AND REMOVE DEBRIS. FLOOR F RAM I NG o°o 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST INSTALLATION OF NEW YORK. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END Z 3.ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END _ ...OTHERWISE NOTED. BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-]Gd EACH BLOCK 4. EXISTING STRUCTURE AND IN'TERIOR5 TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING LEDGE STRIP TO BEAM(FACE-NAILED) 3- Gd EACH JOIST (� Z DEMOLITION AND CONSTRUCTION. JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T W 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J015T TO JOIST(END-NAILED) 3-1 Gd PER JOIST TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT AS NECESSARY. ROOF SHEATHING (� 5TRUCURAL PANELS 8d (TABLE 3.8) PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4"x O DIAGONAL BOARD SHEATHING 20 GAGE STRAP FOR LATERAL/SHEAR CONNECTION AT RAFTER WALL CONNECTION(TABLE 3.313)WFCM-1955 FOU N DATION5 I NO'OR I"x8" 2-8d PER SUPPORT 3 FOR 120 MPH FASTEST WIND SPEED. 1.ASSUMED 501L BEARING CAPACITY, I,500 Ib./Sq.Ft. I"x 10"OR WIDER 3-8d PER SUPPORT C. 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 psi. -25 DAYTEST. O 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING O GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD GENERAL CONSTRUCTION WALL SHEATHING r 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO STRUCURAL PANEL 8d (TABLE 3.9) COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANELS REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2.FASCIAS,5OFFIT5 AND EXTER OR TRIM SHALL MATCH EXI5-1NG. 7/1 G" 8d 3"EDGE/G"FIELD 3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32" 8d 3"EDGE/G"FI FLD FLOOR 4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD A.ALL FRAMING LUMBER 511ALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) J015T OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9) B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. I NG"OR I"x8" 2-8d PER SUPPORT C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS A5 INDICATED. IN 10"OR WIDER 3-8d PER SUPPORT (\ D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNES. E.ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER FLOOR SHEATHING 1 I I PROVIDE 8x 8d COMMON NAILS IN EACH END I x ^^ WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OR AS SHOWN ON DRAWING. STRUCURAL PANELS 20 GAGE STRAP @ROOF TO WALL,WALL TO WALL, ANDLL,AND 0 F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR,BEAMS AS PER BCNY5 2020 1"OR LE55 811 G"EDGE/ 1 2"FIELD WALL TO FOUNDATION CONNECTIONS(TABLE 3.313) OR AS NOTED @ 8'-0"O.G.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. GREATER THAN I" 33 FOR 120 MPH FASTEST WIND SPEED. G.PROVIDE DOUBLE FRAM'NG AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS, DIAGONAL BOARD SHEATHING I Od 6"EDGE/G"FIELD (� H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON I NO OR I N8" 2-8d PER SUPPORT ( �I v ) DRAWING. I"x 10"OR WIDER 3-8d PER 5UPPORT 1 NI O I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY"SIMPSON"OR APPROVED EQUAL, J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of MEN YORK STATE 2020 A5 A MINIMUM. ' O I / ! Il ALL 2NG"STUDS SHALL RECEIVE(5) I Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAIL5 SHALL BEfLOOR `Y GALVANIZED. SEE ATTACHED NAILING SCHEDULE. K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGES AND Gd NAIL5 @ 1 2" J015T 1sT O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. O CP �1 THESE PLANS ARE AN INSTRUMENT OF L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. ( ^ M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE �J I SERVICE AND ARE THE PROPERTY OF THE TYPE CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. ARCHITECT.INFRINGEMENTS WILL 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS, IMPACT RESISTANT AS Q Z BE PROSECUTED REQUIRED. �G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. � 7.STRAPPING AND NAILING TO MEET MINIMUM CODE REQUIREMENTS OF THE 2020 RBCNY5 AND 2020 O 2024 ALL RIGHTS RESERVED WFCM .(5EE NAILING SCHEDULE) 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED Z 9 FLA5H NG AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. 16�a ° UPLIFT CONNECTIONS CD 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL 5URFACE5,EXCEPT STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE U5ED AT INTERSECTION OF ROOF ANDp CD CD CHIMNEY,AND ROOF AND WALLS. C O N N E C T I O N S DETAIL 1 1.INSULATION SHALL BE GATT 1145ULATION OF THICKNESS IN ON THE DRAWINGS AND SHALL BE 2-1/2 Ib. DENSITY FIBER-GLASS 13ATT5 CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS PROPOSED DECK ADDITION I II GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-tN FOAM INSULATION(R-G.5 PER _ _ v Robert I. Brown INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. � O ,� FX%STING � � � Architect P.C. 13. NEW HARDWARE SHALL MATCH EXISTING or BE SELECTED AND APPROVED BY OWNER. 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C3G,AND SHALL BE � � � M "SHEETROCK SW'BY U.S.GYPSUM CO.OR APPROVED EQUAL GYPSUM WALLBOARD THICKNESS SHALL BE DECK J 112" �/ t R)t 20 Ba�jAve. Greennort NY 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR, O 2 Q l / O I 11 (I l T I -5> ►'+ � 1 p CORNERS SHALL HAVE METAL CORNER BEADS. J(J G z in o@ribrownarchitect.com FINISHES Z �--0'�=---- _ 631-477-9752 1. NEW WOOD FLOORS TO BE 5ELECTED BY OWNER,SANDED AND POLYURETHANE,3 COATS. ON 2. EXISTING WOOD FLOORS SHALL BE PROTECTED,SANDED AND REFINI5HFD. Iv No. 2930 O 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN SET ADHESIVE. 1� STORY FRAME n,', 4.EXTERIOR PAINT SHALL BE LAT X ACRYLIC BY BENJAMIN MOORS OR APPROVED EQUAL, IT IS A VIOLATION OF THE LAW FOR ANY PERSON, APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. O 2 DWELLING UNLESSACTING UNDER THE DIRECTION OFA COLOR TO BE SELECTED. \, ON 5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOM5 AFFECTED BY THE WORK SHALL BE (� v_ r- LICENSED ARCH ITECT,TOALTBRANY HO ZE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINTED. �v-11 Fj I PVC IE 0 THIS DRAWING IN ANY WAY.ANY AUTHORIZED PAINTING SHALL BE TWO(2)COATS BENJAMIN MOORE LATEX PAINTED,COLOR TO BE I+ n ALTERATION MUST BE NOTED,SEALED,AND SELECTED BY OWNER,. PROPOSED COVERED PORCH DESCRIBED IN ACCORDANCE WITH THE LAW. G. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2)COATS !. ; �. `7 BENJAMIN MOORS LATEX ACRYLIC SEMI-GLO PAINT. PA ED WALKWAY /Z HVACC:.,' I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES / ��� ,�~f. �4" NECESSARY TO MODIFY EXISTING HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE 2020 J D y {t >C MECHANICAL CODE of NEW YORK,STATE,OR REASONABLY IMPLIED AS NECESSARY TO DRAINAGE: g ;wr COMPLETE TO WORK. 2.EXISTING BOILER TO REMAIN. 270.G 51' x . 17 = 4G CF '* X 3.EXISTING AIR HANDLERS AND CONDITIONERS TO REMAIN. k l '• 4.PROVIDE ADDITIONAL AIR-HANDLER.5,DUCTWORK,AND CONTROLS AS NECESSARY PROVIDE (1) G' DIA x 3'G" D Z r .z- TO COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. DRYWELL (78.2 CF) O O V PLUMBING REMOVE MASONRY UJ Z o 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES O NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS WALKWAY Z I+ O Ul AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH ,�l CLIENT OWNER APPROVEDOWATERSAVNG AND ATfRSA INGPLN. IN FIXTUPE5 SHALL BL15HED FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CONCRETE DRIVEWAY` f� Q S� APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES"AS PUBLISHED BY �{ THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. TO BE REMOVED. .I --i f� 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE PROVIDE LAWN Paul Merritt SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE GLAZED BASEMENT SLAB CRAWL PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR COVERING SOUTHOLD. ZONE U-FACTOR U-FACTOR FENESTRATIN R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R-VALUE SPACE WALL 4.THE THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOP ALL PERMITS, SHGC R-VALUE DEPTH R-VALUE ` Jenny I\ CERTIFICATIONS,LICENSES AND INSPECTIONS ASS REQUIRED BY LOCAL,STATE,AND LOT COVERAGE: Kim FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. t} 0.32 0.55" 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10, 21`7 10/ 13 NEW GRAVEL ELECTRICAL DRI VEWAY y_ EXISTING 1.fUPN15H ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES HOUSE: 2,241 .3 51' NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW n ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: I 11 DECK: 475.8 '' CONNECTIONS TO PREVIOUSLY 1115TALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, FE O-2 -�3 SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO 1 SHED: 84.8 PROJECT TITLE APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTON5 AND DEVICES ADDITIONS & WITHIN THE SCOPE OF THE WORK,AS SHOWN ON THE APPLICABLE DRAWINGS AND " _ _ AND 5PCIFICATION5 AND AS NOR WALLY IN THIS TYPE OF PROJECT AND -- TOTAL: 2,801 .9 SF RENOVATIONS INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND 2,801 .9 / 5 1 ,895.5 = 5.4 ELECTRICAL DI5TRIBUTION 5Y5T'EM5. 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE 20 WELLS ROAD FE ON LINE of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-2017(NEC), PROPOSED: 93 LOCAL UTILITY 5TANDARD5,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE PECONIC NY 11958 NATIONAL ELECTRICAL MANUFAC"URERS'A550CIATION(NEMA)AND ANY OTHER HOUSE: 2,241 .3 5F APPLICABLE CODES. IN THE EVE14T OF CONFLICT,THE MORE STRINGENT F REQUIREMENTS WILL APPLY. 3 05 003 I/ 011 L / 50.00I �] DECK: 587.5 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS p 2833. 64 I COVERED PORCH: 270.G DRAWING TITLE LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY WILL BE INSTALLED. SHED: 54.2 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE SITE PLAN SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. BASED ON SURVEY BY: 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES TOTAL:/ S I�OA LL D AND INSPECTIONS AS REQUIRED B wL Y THE LOCAL,STATE,AND FEDERAL AUTHORITIES, TOTAL: 3, 183.G 5F NOTES AND ANY OTHER APPLICABLE JURISDICTION. ISLAND WIDE LAND SURVEYORS 3, 183.G / 51 ,898.5 ,OG. I% G.CARBON MONOXIDE DETECTOR5 IN CONFORMANCE WITH APPLICABLE CODES PROFESSIONAL LANDS CITY SURVEYORS SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS 199 NE:LAF I-B DRIVE,5 800 F,N.Y. 1 1791 - PHONE: I-8GG-808-5800 FAX: 5 16-496-1792 (L/�J("3 SCALE ARE NOT ACCEPTABLE, ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH S I T E PLAN IIIIIIIIIIt1,. Il��(,(`a 1(�� 11 f SLEEPING QUARTERS ARE LOCATED. EMAIL:OFFICE@ISLANDWIDESURV'EYORS.COM AUG. 1, 2024 1 = 20 7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE 5CTM No. 1000-8G-I -10.5 � ) DRAWING NO. PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH SPLEEPING AREA,AND ZONE: R-40 ON EACH FLOOR LEVEL. 8.CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE MAP DATED SEP. 14, 2010 AUG 1 4 AND BURGLAR ALARMS AS NECEE55ARY. AREA = 51 ,898.5 5F VERTICAL DATUM: N.A.V. DATUM (1988) TO'171 U TFs ISSUES/REVISIONS 4'-4,112" 14" 50NOTUBE TO 30 BELOW GPP DE MIN. (TYP.) LINE OF EXISTING DECK 5'-4,V2' �..., LU w 0 2"x 4" P.T. JOTS S @ I G" OC x N i I_1^ W I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2024 ALL RIGHTS RESERVED 0 0 0 0 Robert I. Brown EXISTING BASEMENT Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A 4"TI1 CONCRETE BLOCK LICENSED ARCHITECT,TO ALTER ANY ITEM ON FOUNDATION WALL RESTING THIS DRAWING IN ANY WAY. ANY AUTHORIZED ON EXISTING CONCRETE ALTERATION MUST BE NOTED,SEALED,AND UP FOOTING DESCRIBED IN ACCORDANCE WITH THE LAW. et, zx PROVIDE TAMPED FILL AS j NECESSARY R CONTINUOUS POURED I -4 CONCRETE FOUNDATION WALL:".,,,. 9 TYP 77- CLIENT/OWNER Paul Merritt Jenny Kim FOUNDATION PLAN EXISTING EXCEPT AS NOTED PROJECT TITLE ADDITIONS & RENOVATIONS 2930 WELLS ROAD PECONIC NY 11958 DRAWING TITLE A FOUNDATION PLAN SCALE AUG. 1, 2024 1/4" = 1' DRAWING NO. ISSUES/REVISIONS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2024 ALL RIGHTS RESERVED Robert I. Brown �r Architect, P.C. I I Zo5 Bay Ave. Greenport NY U info@ribrownarchitect.com —..... 631-477-9752 C REMOVE PARTITIONS AS INDICATED i IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED fl ALTERATION MUST BE NOTED,SEALED,AND � DESCRIBED IN ACCORDANCE WITH THE LAW. PX 7 � REMOVE EXISTING WINDOW. e:4,r, { ✓,� PROVIDE NEW O ENING FOR FRONT DOOR. PROVIDE (2) 2"X 8" HEADER AT NEW DOOR O ENING. CLIENT/OWNER Paul Merritt INDICATES EXISTING CONSTRUCTION TO BE REMOVED Jenny Kim PROJECT TITLE ADDITIONS & FIRST FLOOR DEMOLITION PLAN RENOVATIONS 2930 WELLS ROAD PECONIC NY 11958 DRAWING TITLE DEMOLITION PLAN SCALE AUG. 1, 2024 7 1/4" = i DRAWING NO. ISSUES/REVISIONS 72 PROPOSED EX15TING DECK STRUCTURE TO REMAIN. DECK ADDITION PROVIDE NEW DECKING, MATERIAL TO BE SELECTED. FLUSH WITH EX15TING DECK O N ANDER5EN 200 SERIES HINGED PATIO DOOR WHITE. SIZE TO MATCH EXISTING ,SLIDING GLA55 DOOR 2'—G11 7-212 EXISTING MODIFIED EXISTING BATHROOM BEDROOM MODIFIED KITCHEN - CC LU w J LLJ Z Q EXISTING BATHROOM Q Q Q Q EXISTING FIREPLACE. EXIST�G STEP DOWN L) 8"X 7-1/2" no. 2 LUMBER 8"X 7-1/2" no. 2 LUMBER TOR MAIN THESE PLANS ARE AN INSTRUMENT OF rTD D SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL = 10' E PROSECUTED EXISTING POW R 2024 ALL RIGHTS RESERVED EXISTING STAIR TO ROOM ' G"X 7-1/2" no. 2 LUMBER BASEMENT I RECONFIGURE BEDROOM INTO Robert I. Brown NEW FOYER 'L-J Architect P.C. m EXISTING STAIR UP i PROVIDE NEW I STEP TO MATCH - •-�'�-• -w........ -- 20 Bay Ave. Greenport NY '- 'I - EXISTING AND M T T 631-477-9752 EXISTING BEDROOM in?o@ribrownarchitect.com � PROVIDE NEW 2 4�2 2�_ HANDRAIL TO CODE REMOVE FRONT DOOR. RECONFIGURE STAIRS _ cn IT IS A VIOLATION OF THE LAW FOR ANY PERSON, m UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED j f f NEW FRONT ALTERATION MUST BE NOTED,SEALED,AND DOOR LOCATION DESCRIBED IN ACCORDANCE WITH THE LAW. NEW COVERED 15LUE5FbNE IXT11O BE U51-1,WITH EXISTING PATIO f,•„ .,.. °.mJ ."` r^ f °j. °°.J ,J / •a`'1se e'' /'J� '/ �!%„Y���?w1 r' ,X f' .!' .✓ `! / f! !I, /! j Jam '.'i y 011 LE.:ii3 F" +'„° ',!f J Wei. / � ..... ,..., ." i'�• —7 ! JJ1 / / r ! s { I'-5" 8'-1" 8'-1" 81-1" 35� CLIENT/OWNER ���I I Paul Merritt IIIIID�i���ll,,. JennyFIRST FLOOR PLAN Kim INDICATES NEW CONSTRUCTION PROJECT TITLE ADDITIONS & 7 RENOVATIONS 2930 WELLS PECONIC NY 11958 DRAWING TITLE FIRST FLOOR PLAN SCALE AUG. 1, 2024 1/4" = i DRAWING NO. pq ISSUES/REVISIONS STORAGE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ATTIC ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2024 ALL RIGHTS RESERVED i Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. CLIENT/OWNER EXISTING SECOND FLOOR PLAN Paul Merritt Jenny Kim PROJECT TITLE a ADDITIONS & RENOVATIONS 2930 WELLS ROAD PECONIC NY 11958 DRAWING TITLE SECOND FLOOR PLAN SCALE AUG. 1, 2024 1 1/4" = 1' DRAWING NO. ISSUES/REVISIONS ,. f { t I � I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2024 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C 20 Bay Ave. Greenport NY / info@rlbrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ,a" �` }r / W••.••••- ..,.„ UNLESS ACTING UNDER THE DIRECTION OF A ` /NfFW,,-K0RC•} �}"}�° LICENSED ARCHITECT, ALTERANY ITEM ON - ROOF/TO M) TCH 15T[N/G THIS DRAWING INANYWAY. UT oED} / / ALTERATION MUST BE NOTED,SEALED,AND Atl } ! r DESCRIBED IN ACCORDANCE WITH THE LAW. 4 j • _ p . ROOF PLAN CLIENT/OWNER Paul Merritt Jenny Kim A 7 PROJECT TITLE ADDITIONS & RENOVATIONS 2930 WELLS ROAD PECONIC NY 11958 DRAWING TITLE ROOF PLAN SCALE AUG. 1, 2024 1/4" = 1 DRAWING NO. AD ISSUES/REVISIONS NEW METAL SEAM ROOF -- - NOTE: PATCH SIDING WHERE NOTE: PATCH 51DING WHERE REQUIRED WITH NEW REQUIRED WITH NEW SHINGLES TO MATCH SHINGLES TO MATCH EXISTING EXISTING g NEW TRIM TO MATCH NEW TRIM TO MATCH EXISTING EXISTING ff -- 1 EAST (FRONT) ELEVATION THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2024 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, " UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND ' DESCRIBED IN ACCORDANCE WITH THE LAW. NEW METAL SEAM ROOF EXISTING STRUCTURE ( r EXISTING STRUCTURE t PROVIDE 2"x 12" NAILER ON BEYOND v`'�� b' EXISTING ROOF TO SUPPORT NEW 2"x 8" RAFTERS FOR PORCH ROOF (2) 2"x 10" P.T. GIRDER CLAD WITH I"AZEK ALL AROUND. NOTE: PATCH SIDING WHERE 1� (2) 2"x 10" P.T. GIRDER CLAD NOTE: PATCH 51DING WHERE REQUIRED WITH NEW _ WITH I"AZEK ALL AROUND. REQUIRED WITH NEW SHINGLES TO MATCH SHINGLES TO MATCH EXISTING PROVIDE 2"x G"CEILING EXISTING JOISTS @ I G"O.C. UNDER AZEK BEADBOARD SOFFIT CLIENT/OWNER NEW TRIM TO MATCH PORCH ROOF NEW TRIM TO MATCH EX15TING EXISTING PAVED PORCH E - PERMA NEW OCA5T TUS AO AN STYLE Paul Merritt COLUMNS Jenny Kim BRICK RISER FACE CUT TO SIZE 4'TH REINFORCED CONTINUOUS SLAB PROJECT TITLE PROVIDE TAMPED FILL m ADDITIONS & SOUTH ( SIDE ) ELEVATION AS NECESSARY RENOVATIONS �--� 2930 WELLS ROAD 4"x I G"X 8" H. PECONIC NY 11958 CONCRETE BLOCKS RESTING ON EXISTING FOOTING DRAWING TITLE - EAST AND SOUTH ... ELEVATIONS SECTION 'A' SCALE SECTION 'A' AUG. 1, 2024 1/4" = 1 DRAWING NO. Aft ISSUES/REVISIONS NEW METAL SEAM ROOF N NOTE: PATCH SIDI IG WHERE NOTE: PATCH SIDING WHERE REQUIRED WITH N1 W REQUIRED WITH NEW SHINGLES TO MATCH SHINGLES TO MA H EXISTING EXISTING NEW TRIM TO MATCH NEW TRIM TO MA H EXISTING EXISTING WEST (REAR) ELEVATION THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2024 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. NEVV METAL SEAM ROOF 1.00 V'"~ �/ NOTE: PATCH SIDING WHEKE CLIENT/OWNER NOTE: PATCH SIDING WHERE REQUIRED WITH NEW REQUIRED WITH NEW SHINGLES TO MATCH Paul Merritt SHINGLES TO MATCH EXISTING EXISTING NEW TRIM TO MATCH NEW TRIM TO MATCH EXISTING Jenny Kim EXISTING PROJECT TITLE ADDITIONS & RENOVATIONS 2930 WELLS ROAD PECONIC NY 11958 NORTH (SIDE) ELEVATION DRAWING TITLE WEST AND NORTH ELEVATIONS SCALE AUG. 1, 2024 1/4" = i DRAWING NO. ISSUES REVISIONS EXISTING DECK ELECTRICAL LEGEND LIGHT SWITCH 3 = THREE WAY D = DIMMER Xrx JAM SWITCH ta) EXISTING @ OUTLET : @ /CD� GfI= GROUND FAULT INTERUPT BATHROOM 220 = 220 VOLT 4 = QUAD OUTLET FIXTURE : 5= 5UPfACE MOUNT PROVIDED 13Y OWNER, R.= RECESSED PROVIDED 15Y CONTRACTOR ------ �O WALL SCONCE HOSE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE PHONE BIBS ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED I ""` ^� ( �J CABLE 5E NETWORK CABLE EXISTING 2024 ALL RIGHTS RESERVED SPEAKERS BATHROOM r ............. ALARM KEYPAD CATV • 4THERM05TAT ©SWITCH VENT DULPEX M Robert I. Brown SMOKE DETECTOR SD SD CARBON MONOXIDE DETECTOR V Architect, P.C. Fo5 BayGreenot NY EPH ELEC. PANEL HEATER. inro@ribrownarchitepctr.com PHONE/COMM. � 631-477-9752 LIGHT TRACK db PC PULL CHAIN IT IS A VIOLATION OF THE LAW FOR ANY PERSON, PORTRAIT LIGHT 5'G"TO CLOCK OUTLET UNLESS ACTING UNDER THE DIRECTION OF A PL LICENSED ARCHITECT,TO ALTER ANY ITEM ON 04 9 FO THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DIRECT LIGHTING DESCRIBED IN ACCORDANCE WITH THE LAW. G' fLUORf5CENT El SPOTLIGHT 3 $ EMERGENCY > LIGHT LF ,;.0 EMERGENCY LIGHT Vx EXIT EXIT SIGN EXIT CLIENT OWNER Paul Merritt Jenny Kim PROJECT TITLE LL=- FIRST FLOOR ELECTRICAL PLAN ADDITIONS & RENOVATIONS 2930 WELLS ROAD PECONIC NY 11958 DRAWING TITLE tVQW1Rt1VffTW PLAN pt SCALE JUIY 22, 2024 1/4" DRAWING NO.