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HomeMy WebLinkAbout46563-Z 3 ISSUED No. Date Description NORTHFOU N DATION & CONCRETE 1 05.29.21 ISSUED FOR 0' 15' 30' 45' 60' GENERAL NOTES NOTES SITE DATA FILING " GENERAL NOTES APPLY TO ALL CONSTRUCTION DOCUMENTS. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL TEMPORARY SHEETING,SHORING OR PROPOSED ADDITION TO EXISTING SINGLE FAMILY RESIDENCE STABILIZATION REQUIRED. AS WELL AS LEGALIZATION OF BEDROOM,DEN AND BATHROOM � A. GENERAL THAT USED TO BE THE GARAGE AND LEGALIZATION OF 1. ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE THEMSELVES WITH 2. BACK FILL OR FILL MATERIAL SHALL BE PLACED IN 6"(SIX INCH)LAYERS AND COMPACTED TO 95% THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE AND CONDITIONS PRIOR TO OF STANDARD PROCTOR. BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER TOP IS SECURELY SUBMITTING A BID.ALL SUBCONTRACTORS WILL PROVIDE ALL LABOR,SUPERVISION,AND MATERIALS BRACED. SITE LOCATION: 36595 COUNTY ROAD 48 AS REQUIRED.ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER ACCORDING TO PECONIC,NY 11971 o JO \ THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS, 3 ALL BACK MATERIAL FE OFDEBRIS AND ORGANIC MATERIAL. IRLL TERIAL SHALL BE NON-EXPANSIVE,FREE DRAINING,PREDOMINATELY GRANULAR SITE PLAN BASED ON SURVEY BY JOHN MINTO LAND SURVEYING,LICENSED SURVEYOR 2. THIS ARCHITECT WILL NOT HAVE CONTROL OF AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION SURVEY DATED:SEPT.18,2013 ) 4. THE LAST 4"(FOUR INCHES OF MATERIAL TO BE EXCAVATED SHALL BE REMOVED BY HAND MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES OR SAFETY PRECAUTIONS AND \v PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF OPERATIONS TO ESTABLISH UNDISTURBED BEARING SURFACES. SCTM#1000-69-1-5 i THE CONTRACTOR,SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON -�= \ THIS SITE,NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH 5. FIRM,UNDISTURBED,NATURALLY DRAINING SOILS ARE NORMAL CONDITIONS. EXCEPTIONS SHALL �Q THE INTENT OF THE CONTRACT AND CONSTRUCTION DOCUMENTS. BE REPORTED TO THE ARCHITECT AND OWNER FOR PROPER ACTION. 6. ALL FOUNDATION WORK SHALL BEAR ON FIRM,UNDISTURBED SOIL w/A MIN.TWO 2 TON PER SQ. SITE ANALYSIS 3. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND SHORING TO ENSURE STRUCTURAL ( ) / \ STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS,IE:STRUCTURAL WALLS, FT.CAPACITY. / \ \ INTERIOR WALL ASSEMBLIES,ETC.DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 7. ALL FOOTINGS SHALL BE PLACED LEVEL AND FOLLOW THE DRAWINGS IN ALL RESPECTS. REVISIONS O , \ 4. WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE,AND AVOID 8. EXCAVATIONS REQUIRED FOR OTHER WORK SHALL IN NO EVENT BE LOWER THAN THE ADJACENT No. Date Description OMISSIONS. FOOTINGS EXCEPT AS SPECIFIED OR DRAWN. ZONE:AC(AGRICULTURAL CONSERVATION) 5. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. FLOOR ZONE:X(MINIMAL FLOOD HAZARD) ALL DRYWALL PARTITIONS WILL BE INSTALLED AS NOTED ON THE DRAWINGS. 9• DURING INCLEMENT WEATHER OR EXTREME TEMPERATURES,FOLLOW SPECIFICATIONS AND/OR / \ \ APPLICABLE NATIONAL STANDARDS. LOT ARE REQUIRED PER ZONE:2 ACRES/8,712 SF / 6. ALL MATERIALS USED WILL BE NEW AND BEAR U.L.LABELS WHERE REQUIRED AND MEET 10. MOISTURE PROTECTION AND WATERPROOFING ARE OBJECTIVES FOR A DRY PROTECTED STRUCTURE EXISTING LOT AREA.0.53 ACRE/22,300 SF APPROPRIATE NATIONAL,STATE AND LOCAL STANDARDS. AND INTERIOR SPACE. WHERE DEFECTS ARE ENCOUNTERED,REPORT TO OWNER AND ARCHITECT PROMPTLY. EXISTING PARCEL SIZE:100'X 223' Ij6, \ 7. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST,ANY DEFECTS OR OTHER O� FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS. 11. THE CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL SLEEVES,INSERTS,ANCHOR BOLTS,ETC. REQUIRED BY OTHER TRADES. INSTALLATION OF ALL EMBEDMENTS SHALL BE CHECKED FOR COMPLETENESS AND LOCATION PRIOR TO PLACING OF CONCRETE "NOTE LOT IS NONCONFORMING AND LOT REQUIREMENTS ARE THEREFORE BASED ON LOTS . 8. ALL CONTRACTORS WILL GUARANTEE ALL LABOR AND CONTRACTOR PROVIDED MATERIALS FORA BETWEEN 20,000 AND 39,999 SF. PERIOD OF ONE YEAR FROM DATE OF OCCUPANCY./ 12. CONCRETE SHALL HAVE A MIN.28 DAY FIELD CURED COMPRESSIVE STRENGTH OF 3,000 psi. °ALLOWABLE LOT COVERAGE: ((4,460 AGGREGATE SHALL CONFORM TO ASTM C33. CONCRETE SHALL BE"READY-MIXED CONCRETE" EXISTING LOT COVERAGE:7.47°7%�(1,517 SF) 9. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING,CUTTING AND/OR INSTALLING MATERIAL, CONFORMING TO ACI STANDARDS. CONCRETE SHALL BE THOROUGHLY CONSOLIDATED DURING PROPOSED LOT COVERAGE:10.13%(2,057 SF) \ PRODUCT OR EQUIPMENT.IN THE EVENT OF ANY DISCREPANCIES,CONTACT THE CONSTRUCTION PLACEMENT USING A MECHANICAL VIBRATOR. CONCRETE SHALL BE CONVEYED AND DEPOSITED AS ` \ PROJECT MANAGER OR OWNER BEFORE PROCEEDING WITH THAT WORK. PER ACI STANDARDS. ` Qui MINIMUM FRONT SETBACK:40 FT ` 10. ALL SUBCONTRACTORS WILL PROVIDE A CERTIFICATE OF INSURANCE TO THE GENERAL CONTRACTOR ° EXISTING FRONT SETBACK:50.9 FT ~ ` 13. ALL CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED w/6°/ +/-1%. PRIOR TO STARTING ANY WORK ON THIS PROJECT.CERTIFICATE OF INSURANCE CANNOT BE 14. CONCRETE FORMS SHALL BE PANEL TYPE TO PROVIDE A CONTINUOUS STRAIGHT,SMOOTH FINISH MINIMUM SIDE SETBACK:15 FT TERMINATED OR CANCELED WITHOUT 10 DAYS PRIOR WRITTEN NOTICE TO THE CONSTRUCTION EXISTING SIDE SETBACK:14.9 FT/19.3 FT \ ` 24 4, � PROJECT MANAGER. W/LARGEST PRACTICAL SIZES TO MINIMIZE FORM JOINTS FOR EXPOSED SURFACES. THE DESIGN,\ FABRICATION,INSTALLATION AND REMOVAL OF FORM WORK IS THE SOLE RESPONSIBILITY OF THE MINIMUM SIDE SETBACK COMBINED:35 FT ` LEGALIZATION 11. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE ARCHITECT OF CONTRACTOR. EXISTING SIDE SETBACK COMBINED:34.2 FT RECORD.NO ALTERATIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON WRITTEN ORDER BY THE 15.INSTALL DAMPPROOFING ON FOUNDATION WALLS BELOW GRADE UNLESS SITE CONDITIONS KEY PLAN \ OF WOOD \ DECK ARCHITECT OR ENGINEER OF RECORD. REQUIRE FOUNDATION WATERPROOFING. MOISTURE PROTECTION SHALL BE INSTALLED AS PER MINIMUM REAR SETBACK:50 FT 4r \ EXISTING REAR SETBACK:123.37 FT (310 SF) � � `� MANUFACTURER'S SPECIFICATIONS. PROPOSED REAR SETBACK:115.25 FT 12. NO SUBSTITUTIONS OF ANY KIND FOR MATERIALS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS A�: \ \ IS ALLOWED UNLESS NOTED OTHERWISE.NO"EQUIVALENT"SUBSTITUTIONS WILL BE MADE, 16.REINFORCEMENT STEEL SHALL CONFORM TO ASTM A615,GRADE 60. WELDED WIRE MESH/FABRIC ALLOWABLE BUILDING HEIGHT:35 FT(2 STORIES) - - - - 5-0 `\ UNLESS DUE TO THE LACK OF AVAILABILITY OF THE ORIGINAL MATERIAL SPECIFIED AND APPROVED IN TO CONFORM TO ASTM A185. REINFORCEMENT SHALL BE PLACED,FASTENED AND SHALL NOT BE EXISTING/PROPOSED BUILDING HEIGHT:15.58 FT(1 STORY) G ` WRITING BY THE CONSTRUCTION PROJECT MANAGER AND THE ARCHITECT OF RECORD OR OWNER. DISPLACED OR CUT TO PROVIDE CLEARANCE FOR PENETRATIONS,INSERTS OR EMBEDMENTS. \ � \ 17.CONSTRUCTION JOINTS IN CONCRETE SHALL BE VERTICAL w/AMAX.DISTANCE BET.JOINTS OF t t\\ EXISTING 176 SF \ \ 13. WEATHER CONDITIONS: CONTRACTORS WILL PROTECT ALL PARTS OF THEIR WORK FROM WEATHER EXISTING BASEMENT:1,40'-0". EXISTING FIRST FLOOR:1,517 SF t t 1 STORY N EXISTING DAMAGE DUE TO FROST,RAIN,HEAT,ETC.AND WILL MAKE GOOD TO THE SATISFACTION OF THE TOTAL EXISTING AREA:2,693 SF \ EXIST, f Z.0' RESIDENT PORCH \ \ CONSTRUCTION PROJECT MANAGER AND GENERAL CONTRACTOR ANY PORTION OF THE WORK WHICH � P(. � MAY HAVE BECOME DAMAGED. 18.ALL WELDED WIRE FABRIC CONCRETE SLAB REINFORCING SHALL BE PLACED 1"FROM TOP OF SLAB, PROPOSED BASEMENT(WITH STORAGE AREA):1,316 SF t ANTER � REINFORCEMENT SHALL BE WIRED TOGETHER AND MUST LAP ONE(1)MESH BAY AT SIDES AND PROPOSED FIRST FLOOR:1,657 SF t t ENDS. PROVIDE PROPER HIGH CHAIRS,SPACERS AND SUPPORTS TO HOLD REINFORCING TOTAL PROPOSED AREA:2,973 SF t 14. RESPONSIBILITY OF CONTRACTORS: EACH SUBCONTRACTOR AND THE GENERAL CONTRACTOR ARE SECURELY IN PLACE AS REQUIRED. \ NEW KITCHEN RESPONSIBLE FOR WORKMANSHIP AND MATERIALS.EACH SUBCONTRACTOR AND THE GENERAL ADDITION(1�O SF)W/ CONTRACTOR ARE RESPONSIBLE FOR THE CARE AND PROTECTION OF HIS OWN WORK AND 19.CONCRETE PROTECTION FOR STEEL REINFORCEMENT-CONC.COVER SHALL BE AS FOLLOWS: t CRAWL SPAC Q \ MATERIALS. a. FOOTINGS AND OTHER CONC.POURED AGAINST EARTH-3" tADDITION t FOR STORAGE ��a �' `� b. FORMED CONC.EXPOSED TO EARTH-2"FOR BARS LARGER DRAWING LIST I t � THAN#5 AND 1Y' FOR#5 AND SMALLER BARS (140 SF) �� \ / LINES FOR \ 15. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED OSHA c. SLABS-1" \ o ZONING CODE STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE.THIS ARCHITECT t - ` SETBACKS AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD HARMLESS BY THE OWNER,GENERAL 20.EXCAVATION FOR NEW CONCRETE FOUNDATION TO BE COMPLETED TO MINIMIZE OR PREVENT ANY t t \ EXISTING CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS OR INJURIES WATER > CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE/ACTUAL./POST CONSTRUCTION PHASES UNDERMINING OF THE EXISTING FOUNDATION WALLS.EXISTING FOUNDATION WALL SHOULD NOT ' Q OFTHIS PROJECT. BE EXPOSED MORE THAN 4'SECTIONS HORIZONTALLY. IF WALLS ARE UNDERMINED.GENERAL EXIST, METER, CONTRACTOR IS PROVIDE UNDERPINNING.ARCHITECT OF RECORD IS NOT RESPONSIBLE FOR A-100 SITE PLAN,NOTES&DWG LIST t 0 O / UNDERPINNING DRAWINGS OR MEANS AND METHODS. A-200 EXIST./DEMO.FLOOR PLANS&NOTES t IE6A�IZATIDN t 16. LIENS: ALL SUBCONTRACTORS AND THE GENERAL CONTRACTOR WILL DELIVER TO THE A-201 EXIST./DEMO.FLOOR PLANS 8,SECTIONS 'b CONSTRUCTION PROJECT MANAGER,A COMPLETE RELEASE OF ALL CLAIMS ARISING OUT OF THIS A-202 EXIST./DEMO.EXTERIOR ELEVATIONS /� t QO Vc CONTRACT. A-300 PROP.ROOF PLAN,RISER DIA.&SECTION�no�� A-301 PROP.FIRST FLOOR PLAN&SECTION 17, EACH CONTRACTOR WILL BE RESPONSIBLE FOR HIS OWN EQUIPMENT AND MATERIALS USED IN A-302 PROP.FIRST FLOOR ELEC.PLAN&SECTION CONSTRUCTION AND DELIVERED TO THE JOB SITE,TO BE INSTALLED BY THE CONTRACTOR.THE FRAMING NOTES A-303 PROP.BASEMENT PLAN&ELEVATION COVNTy ROAp- gyp, OWNER,ARCHITECT AND/OR ENGINEER WILL NOT BE HELD LIABLE FOR STOLEN EQUIPMENT, A-304 PROP.ELEVS,SECTION&FLASHING DTLS 48 MATERIALS OR DAMAGE OF THE SAME ON THIS JOB SITE. 18. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED BY EACH 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2 UNLESS NOTED OTHERWISE. Fb=850 psf, / TRADE.HOWEVER,EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES,ALONG E=1,600,000 psi **REFER TO RESCHECK FOR ENERGY CODE COMPLIANCE. \� � WITH A BROOM FINISH AT THE END OF EACH WORKING DAY. 2. ALL LUMBER SHALL BE SEASONED TO 19%MAXIMUM MOISTURE CONTENT. PROJECT 19. REFERTO ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL GENERAL NOTES,ABBREVIATIONS AND SYMBOLS. 3. ALL WOOD IN CONTACT WITH CONC.,MASONRY OR SOIL SHALL BE PRESSURE TREATED. \ MEJIA RESIDENCE INSTALL ANY LAG SCREWS IN DRILLED LEAD HOLES w/A DIAMETER EQUAL TO 3/4 OF THE \ O 20. MATERIALS AND SYSTEMS NOTES ARE TYPICAL IN NATURE AND APPLY TO MULTIPLE DRAWINGS. 4. SHANK DIAMETER(DO NOT HAMMER IN LAG GJ SCREWS). WAX OR SOAP THE LAG SCREWS.NOTES ON ANY ONE DRAWING ARE TO APPLY TO ALL OTHER SIMILAR MATERIALS AND SYSTEMS PROVIDE WASHERS UNDER HEADS BEARING ON WOOD36595 COUNTY ROAD 48 \ 0�• UNLESS NOTED OTHERWISE. THE GENERAL NOTES APPLY TO ALL THE CONSTRUCTION DOCUMENTS. . PECONIC, NY 11971 5. BOLT HOLES SHALL BE DRILLED Y16"LARGER THAN THE BOLT DIAMETER,PROVIDE WASHERS 21. GENERAL CONTRACTOR TO COORDINATE FLOOR AND WALL PENETRATIONS WITH THE CONSTRUCTION UNDER ALL BOLT HEADS AND NUTS BEARING ON WOOD,HOLES SHALL BE PROPERLY ALIGNED. PROJECT MANAGER,INCLUDING BUT NOT LIMITED TO MECHANICAL,ELECTRICAL AND PLUMBING. ANY OPENINGS IN FLOOR JOISTS TO BE CENTERED AND NOT EXCEED j OF THE DEPTH. 6. TOP PLATES SHALL BE DOUBLED ON ALL STUD WALLS. ARCHITECT 22. FOR THE PURPOSE OF THESE DRAWINGS AND SPECIFICATIONS,THE TERM"BY OWNER"SHALL MEAN 7. CRIPPLES UNDER HEADERS SHALL BE CONTINUOUS TO PLATE. Katherine Serrano S osa ITEM PROVIDED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AS PART OF THE WORK OF BLOCK ALL STUD WALLS AS REQFHEATHING. THIS CONTRACT. THE TERM"NOT IN CONTRACT"(NIC)SHALL MEAN AN ITEM PROVIDED AND 8. BLOCK OR SAIA AIA I NCARB I LEED Green Associate Katherine.SerranoSosa@gmaiI.com INSTALLED BY THE OWNER UNDER A SEPARATE CONTRACT. 9. BLOCKING 2"WIDE OF EQUAL DEPTH OF THE MEMBERS SHALL BE PROVIDED BETWEEN ALL 516-640-6498 1 SITE PLAN 23. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2020 NYS EXISTING BUILDING CODE JOISTS AT THEIR SUPPORTS AND CENTER SPAN. DEPTH OF BLOCKING TO BE REDUCED BY 2" AND 2020 NYS RESIDENTIAL BUILDING CODE,2020 NYS ENERGY CONSERVATION AND OTHER FOR VENTILATION WHERE REQUIRED. DRAWING TITLE 1/16"= 1'-0" PERTAINING CODES. 10.BEAMS,GIRDERS AND JOISTS SUPPORTING BEARING WALLS OR OTHER CONCENTRATED LOADS SHALL NOT BE NOTCHED. HOLES IN JOISTS,BEAMS AND GIRDERS SHALL NOT BE SITE PLAN B. DIMENSIONING LARGER THAN Ya THE DEPTH OF THE MEMBER AND SHALL BE LOCATED WITHIN THE CENTER Q ! HALF OF THE SPAN. ALL HOLES SHALL BE CENTERED WITHIN THE DEPTH OF THE MEMBER. NOTES, & 1. ALL DIMENSIONS ARE IN FEET-INCHES UNLESS NOTED OTHERWISE. HOLES AND NOTCHES IN STUDS SHALL NOT EXCEED 1"IN DIAMETER. 2. DIMENSIONS GOVERN.DO NOT SCALE DRAWINGS. 11.INSTALL ALL HORIZONTAL MEMBER WITH CROWN UP. ' DWG LIST 12.ALL MEMBERS IN BEARING SHALL BE ACCURATELY CUT AND ALIGNED SO THAT FULL BEARING 3. VERIFY DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH THE WORK.NOTIFY THE ARCHITECT OF IS PROVIDED WITHOUT THE USE OF SHIMS. BEARING POSTS SHALL HAVE FULL BLOCKING OR RECORD OF ANY DISCREPANCIES, SUPPORT UNDER THEM. DATE: 05.29.21 4. EXTERIOR WALLS ARE DIMENSIONED TO THE EXTERIOR FACE OF BRICK OR STRUCTURAL SHEATHING 13.ALL RAFTERS SHALL BE NOTCHED FOR FULL BEARING AT ALL SUPPORTS. PROJECT No.: 210005 UNLESS NOTED OTHERWISE. 14.ALL JOISTS SHALL HAVE A MINIMUM OF 2"BEARING AT ALL SUPPORTS. 5. INTERIOR WALLS AND PARTITIONS ARE DIMENSIONED TO FACE OF STUD UNLESS NOTED OTHERWISE. 15.LAPPING JOISTS SHALL HAVE 6"LAPS CENTERED OVER INTERIOR SUPPORTS. USE SOLID DRAWN BY: KSS BLOCKING OR STRONG BACK OVER. SCALE: 6. DOORS ARE LOCATED BY THEIR JAMB RELATIVE TO ADJACENT WALLS AND PARTITIONS.DOOR AS NOTED OPENINGS ARE DIMENSIONED TO THE STRIKE OR HINGE FACE OF THE DOOR FRAMES. ALL INTERIOR 16.FOUNDATION SILL PLATES SHALL BE BOLTED TO CONC.w/ANCHOR BOLTS OF SIZE AND DOORS AT 4"FROM PARTITION WALL UNLESS NOTED OTHERWISE. SPACING AS INDICATED ON THE DRAWINGS. PROVIDE A MIN.OF TWO(2)BOLTS FOR EACH DWG. NO.: PIECE AND WITHIN 12"OF EACH END. C. MISCELLANEOUS 17.ALL PLYWOOD WALL SHEATHING SHALL BE APPLIED AS FOLLOWS: A- 1 O a. CENTER VERTICAL JOINTS OVER STUDS AND CENTER HORIZ.JOINTS 1. SEAL EXTERIOR JOINTS AROUND DOORS,WINDOWS AND LOWER FRAMES AND AT PENETRATIONS OF OVER BLOCKING OR PLATES. MECHANICAL,ELECTRICAL AND PLUMBING ELEMENTS TO PREVENT AIR AND WATER LEAKAGE. b. APPLY GYPSUM WALL BOARD SO THAT END JOINTS OF ADJACENT SHEETS DO NOT OCCUR OVER THE SAME STUD. 2. ISOLATE DISSIMILAR METALS EFFECTIVELY FROM EACH OTHER TO PREVENT ELECTROLYTIC ACTION. 18.PLYWOOD SUBFLOORING AND ROOF SHEATHING SHALL BE INSTALLED w/FACE GRAIN AT SEAL & SIGNATURE: RIGHT ANGLES TO SUPPORTS AND BE CONTINUOUS OVER TWO(2)OR MORE SPANS. ALLOW ED ARC 3. PROVIDE ACCESS PANELS AS REQUIRED FOR MECHANICAL AND PLUMBING VALVES. FOR A MIN.SPACE OFA"AT JOINTS FOR EXPANSION AND CONTRACTION OF PANELS U.N.O. ���D SE&,Z T � 19.PROVIDE FIRESTOPPING AS PER CODE. X20 20.FRAMING CARPENTERS SHALL INSTALL SIMPSON STRONG TIE(OR EQUAL)CONNECTORS. \S� 042413().-4 ! �TFOF N / Copyright @ 2021 - Katherine Serrano Sosa NORTH 0' V 2' 4' 8' 16' ISSUED No. Date Description 2 4 A-201 A-203 1 05.29.21 ISSUED FOR 3 A-201 FILING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� I I I I I I I I I I Tyr A T I I I I HATCHED AREA:REMOVE EXISTING SHINGLES. REPLACE ANY FELT AND/OR PLYWOOD SHEATHING THAT IS DAMAGED WITH NEW. I No. Date Description I I I 2 1 I I I A-203 A-203 I I I I I I I I I I I N I rL rL I 4 TSL I I A-203 I I 12'-2" I I I I I L - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---J KEY PLAN I I I 3 ► - - A-201 L — - - - - - - - � EXIST, — — — — — — — — — — — — — — — — — — PLANT AREA i I I 2 A-201 3 I A-203 2 i I A-201 � 1 EXIST./DEMO ROOF PLAN _ — I I ADDITION I 1� affix I 1/4"= 1'- " III I EXISTING TREE AREA OF LEGALIZATION III I DECK In I BE III I LE�TO ALIZED) o A-201 M DEM01_ITION GENERAL NOTES: LEGALIMON ON -- - - - — — — — — � I AREA OF DECK TO AREA OF III BE DEMOLISHED. _ A 1. OBTAIN ALL NECESSARY PERMITS REQUIRED BY ALL AGENCIES HAVING JURISDICTION. CONCRETE r �j 2. REMOVE ALL WORK PER DEMOLITION LEGEND AND REFERENCE DEMOLITION NOTES. CONCRETE PADS TO BE REMOVED �I I q OUTDOOR SHOWER OUN7-Y ROgp_48 3. THE QUANTITIES AND THE EXTENT OF ALL MATERIALS TO BE DEMOLISHED SHALL BE b I REP{L D ENI RIOR LAYERS OF I TO BE LEGALIZED VERIFIED IN THE FIELD. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL IWAIIL D I ITN STUDS,LEAVE CONDITIONS. I I I INTERIOR LAYER I 11-511 1' S" EXIST. 2'WIDE CONCRETE STEPS 5'-11" 2'-0" 2'-4" 1'-4" 2'-5" 2' 6" 4. WHERE DESIGNATED, REMOVE ALL PIPING, PLUMBING, CONDUITS ETC., BACK TO SHUT _ I EXIST. Exlsr, EXIST. CONCRETE 2435 1622 —I— =1� I 3034 3624 3638 OFF POINTS. CAP AND SAFE OFF. — — PROJECT 5. REMOVE ALL ABANDONED DEVICES, FASTENERS, HARDWARE, ETC, FROM REMAINING 2660 o � � // I ; 1 H- PARTITIONS. PREP (SKIM COAT AND/OR LAMINATE)THE ENTIRETY OF WALLS AS REQUIRED MEDIA RESIDENCE TO RECEIVE SPECIFIED FINISHES. U � � �L� J � g_07 REMOVE EXISTING WINDOW, _ I E T. 6, SEE ARCHITECTURAL DRAWINGS FOR REMOVALS AND OPENINGS REQUIRED FOR ITEMS OF @j DOOR AND WALL. EXIST. 36595 COUNTY ROAD 48 WORK AND ITEMS TO REMAIN. N KITCHEN I EXIST. CL SE EXIST. PECONIC, NY 11971 CF EXIST. GUT DEMO,EXIST. I I BATHROOM BEDROOM 7. DEMOLITION PLAN IS SCHEMATIC IN NATURE INDICATING ARCHITECT'S INTENT. EXACT o MUDROOM BA ROOM DINING ROOM KITCHEN(INCLUDING ALL I _ QUANTITIES AND EXTENT OF REQUIRED DEMOLITION IS TO BE DETERMINED IN THE FIELD SPLIT � LIGHTS&OUTLETS) I 5'-0" 4" 16'-10" o01 N DEMOLISHING PART OF EXISTING DECK. GC TO PROVIDE BRACING AND UNIT ti�� — — — — �— m ARCHITECT 8. WHEN ° r — ® EXIST. STRUCTURAL SUPPORT. Katherine Serrano Sosa (V NEW CONCRETE FOUNDATION TO BE COMPLETED TO MINIMIZE OR - — — I I — CLOSET �S�' EXIST. AIA I NCARB ( LEED Green Associate 9. EXCAVATION FOR N EXIST. 2 2X12 HEADER `�i �T�O 3036 2 PREVENT ANY UNDERMINING OF THE EXISTING FOUNDATION WALLS. EXISTING —ice— — — �o s�. �, Katherine.SerranoSosa@gmail.com ! NDATION WALL SHOULD NOT BE EXPOSED MORE THAN 4'SECTIONS HORIZONTALLY. A-2o3 N 10'-0" r'-o" 3'-0" 2'-2" �� � ��,� A-203 516-640-6498 FOUNDATION ��O o IF WALLS ARE UNDERMINED. GENERAL CONTRACTOR IS PROVIDE UNDERPINNING. —DOWN ��o`� 10 ARCHITECT OF RECORD IS NOT RESPONSIBLE FOR UNDERPINNING DRAWINGS OR MEANS N 2a1� � ��5�� "' DRAWING TITLE AND METHODS. EXIST./DEMO. T 266 DOWN ti%lNb FLOOR PLANS OR LEGALIZATION AREAS: 3136 SPLIT � o M o 3036 NOTES GENEIRAL NOTE F _ N UNIT Ua _ o 1. OWNER SELF-BUILT AREAS TO BE LEGALIZED. EXIST. N N -10" " C) LIVING ROOM � io'-10EX T. DATE: 05.29.21 BEDROOM N EXIST. CL ET M EXIST. EXIISIT.. BEDROOM BEDROOM o PROJECT No.: 210005 �5STA 18'-0" 3'-4" EX T. DRAWN BY: KSS 01 CLOSETT SCALE: AS NOTED M 10'-0" 2'- " `o 12'-8" oosT DWG. No.: 0 EXIST, j EXIST. EXIST, EXIST, EXIST, A-200 . 00 2450 5050 2450 3650 3650 3 2 EXIST. EXIST, PLANTAREA A-201 A-201 PORCH SEAL & SIGNATURE: a o ARCHirFc AREA OF LEGALIZATION EXIST. PLANTAREA •� p,SERR EXIST.CONCRETE STEPS I /p A-203 042 -� 2 EXIST./DEMO FIRST FLOOR PLAN STATE OF 1/4"= 1'-0" Copyright @ 2021 - Katherine Serrano Sosa NORTHISSUED 0' 1' 2' 4' 8' 16' No. Date Description 117-1 4 1 05.29.21 ISSUED FOR A-203 FILING EXIST.MAIN STRUCTURE i I OF DECK:(2)2110"DOUGLAS FUR EXIST,2"x6" DECK RAFTERS @ 16"O.C. III II I � SII II EXIST.2'4" i DECK RAFTERS @16"O.C. 2 A-201I i I 4x4 EXTERIOR TREATED WOOD IN REVISIONS — — CONCRETE FOUNDATION TUBES(3 FT DEEP) No. Date Description i' 10 07.02.21 TOWN REVISIONS DECK i jI I I (TO BE I I LEGALIZED) EXIST.2"X6" EXISTING TREE 1( I DECK RAFTERS I I I r — @ 16"O.C. II II I I EXIST.2"4" EXIST.2"4" DECK RAFTERS DECK RAFTERS R!i�AOF DECK TO � i @ 16"O.C. @ 16"O.C. 3 I I I I BE IDEMOLISHED. II � I A-201 I I I I I I I I I I I II 3017 WINDOW TO BE REMOVED 3017 KEY PLAN C EXIST. @ UNFINISHED BASEMENT D CD co EXIST.4"RADIUS EXIST.4"RADIUS EXIST; CONCRETE-FILLED COLUMNS WITH CONCRETE-FILLED COLUMNS WITH 3017 241lx24"x12"CONCRETE FOOTING. 24"x24"x12"CONCRETE FOOTING. I UNEXCAVATED SPACE AMMON EXIST. 3 2X8 BUILT-UP GIRdER � I 1 EXIST. 2 A-203 STAIR A-203 EXIST. 6 3017 �p LEGALIZATION O 00 UP COUNTY ROAD_48 �5 PROJECT 3 2 MEJIA RESIDENCE A-201 A-201 36595 COUNTY ROAD 48 PECONIC, NY 11971 — — ARCHITECT Katherine Serrano Sosa AIA I NCARB I LEED Green Associate 3 Katherine.SerranoSosa@gmail.com A-203 1 EXIST./DEMO BASEMENT PLAN 516-640-6498 1/4"_= -l-l" DRAWING TITLE EXISTJDEMO. FLOOR PLANS 4I�2- 12 14 & SECTIONS REMOVE PORTION OF EXISTING REMOVE PORTION OF EXISTING GUTTER AND ROOF GUTTER AND ROOF DATE: 05.29.21 REMOVE EXTERIOR LAYERS OF DIST. SOFFITTO PROJECT No.: 210005 WALL DOWN TO STUDS AT — 1-- — — r —I— — B REMOVED AREAS NOTED IN PLAN AND ELEVATION ti I I, I I I I I I IST.KITCHEN CABINETS AND DRAWN BY: KSS P WER OUTLETS TO SCALE: AS NOTED EXIST. I B REMOVED 0 KITCHEN L EXIST. EXIST. ti n n BEDROOM DWG. No.: = _7 I o -Fo = LIVING ROOM PORCH I I Il-flll-Il-fl II I I II I111�111i III IIII MUDROOM 60 III F 'I° T° I I RE OVE EXIST.KITCHEN FLOORING NII I I II II II II II II II I I II II II II II II II A—2 01 . 0 0 II I I I II � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _J_ -I- 1- M _1LII�LIL2 ll 11 tuald LI-- -- - - - - - - - -- ® ® _ ---- - ---- - -- — -- - --- - - - J1 r_ _® _ SEAL & SIGNATURE: Al I I � PCO PRCH/r�L'T . I I EX T. - I I II � I I (a,, SERI�qUNFINISHE BASEMENT M r'�� I� a�'P\ �' LJ LJ LJ LJ LJ LJ LJ LJ ._� '_' ; l��L AREA OF DECK TD AREA OF DECK TO AREA OF DECK TO AREA OF DECK TO 1 \ d 042��� J� ' AREA OF LEGALIZATION BE LEGALIZED. BE DEMOLISHED. ._, BE LEGALIZED. BE DEMOLISHED. uuL - 6 2021 S N 2 EXIST./CIEMO SECTION OF MAIN HOUSE 3 EXIST./DEMO SECTION OF WHAT WAS THE GARAGElsi,T,s; r,pr, . 1/4°= 1'-O" 1/4" = 1'-0° Copyright © 2021 - Katherine Serrano Sosa NORTH 0, 1' 2' 4' 8' 16' ISSUED No. Date Description 1 05.29.21 ISSUED FOR FILING 4F"- -14 41—12 1®1 12 14 co1 11 Jill ml�lnTn III II II 01 EXIST. EXIST. 2817 REVISIONS Il I I II II II II II II II I I II II II II II II II � 3036 3036 IIIIIIIIIIII1111111111111111111111 3136 No. Date Description _I11..ILll II ' 1 II LUI JL ILS 1LI - - - - - - - - - - - - - - - - - 07.02.21 TOWN IITII 11111 it 11 111 REVISIONS �i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXIST. iiEXl 2 07.09.21 RTWN OVISIONS I r1� I I i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LJ LJ LJ LJi I I I I AREA OF DECK TO AREA OF DECK TO I L J L J L J L J L J BE LEGALIZED. BE DEMOLISHED, I I I I AREA OF DECKTO BE LEGALIZED. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ AREA OF LEGALIZATION 1 EXIST./DEMO SOUTHWEST ELEVATION 2 EXIST./DEMO NORTHEAST ELEVATION 1'-0" 1/4"=14" KEY PLAN 1 LLL i REMOVE EXISTINGf ' WALL TO MAKE NEW I I I HT111111 I I V-71 1 1 1 1 - i WALL OPENING W/NEW HEADER (WINDOW ROUGH OPENING TO BE 3-6�" �' AND 4-8z") L I L. I I EXIST. DOOR i HIT 1 11 111 1 T 11 11 11 IT II EXIST. EXIST. LEGALZATION 3650 3650 i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — UNT CO Y ROAD-48 PROJECT I I I MEDIA RESIDENCE - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 36595 COUNTY ROAD 48 - - - - - - -- - - - - - - - - --- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - AREA OF LEGALIZATION PE NIC, NY 11971 ARCHITECT 3 EXIST./DEMO SOUTHEAST ELEVATION REMOVE EXISTING WALL Katherine Serrano Sosa AIA I NCARB I LEED Green Associate TO MAKE NEW WALL OPENING Kath W/NEW HEADER REMOVE EXISTING WALL 516-6 ine.SerranoSosa@gmail.com 516-640-6498 TO MAKE NEW WALL OPENING REMOVE EXISTING WINDOW, W/NEW HEADER DRAWING TITLE DOOR AT GREY HATCHED AREAS REMOVE EXTERIOR LAYERS OF EXIST./DEMO. WALL DOWN TO STUDS EXTERIOR I I I yl I / 111 1111111 ELEVATIONS EXIST. EXIST. EXIST. C _ DATE: 05.29.21 3638 3624 3034 %,.2 — �%/ - '"� Ll �r — — —�� —— I�//' PROJECT No.: 210005 IL L IT - - 1 I. '' DRAWN BY: KSS LL==J� I OUTDOOR SHOWER I — — —L—v— I SCALE. AS NOTED HEAD&ENCLOSURE TO BE LEGALIZED - ,,�!1 1I11 IIIIII IIII IIII II IIII IIIII ��II 1�jl�If�//� ' O DWG. 4 No2.. 0 2 . 0 0► � I� A i,EXIST. - - - - �_ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L � SEAL & SIGNATURE: I —� FLil FL� WINDOW I I PRCHITEC�: TO BE1 1 - - - -- - - - - - - - - - - - - REMOVEDSERRq/Vd J LJ LJ LJ AREA OF DECK TO AREA OF DECK TO _ .:__s is U' W w w Z BE LEGALIZED. BE DEMOLISHED. - - -- - - - - - - - -- - -- - - -- -- - - - - - -- - - - - - - -- - - - - - -- - - --- - - - - - --- - - - - - - J! 1 2 2021 --- - - �e� �2�Q AREA OF LEGALIZATION 'STATEOF� rJ s•'. ., A EXIST./DEMO NORHT WEST ELEVATION " Copyright © 2021 - 1/4" Katherine Serrano Sosa ISSUED No. Date Description SSUED NEW SHINGLE TO MATCH CONSTRUCTION GENERAL NOTES 1 05 29 21 FILING FOR EXISTING ON 30#FELT 2 ON 5/8"EXT.GRADE PLYWOOD 2 A-302 SHEATHING&R-5 RIGID INSULATION A-300 1. ALL DIMENSIONS ARE FINISH TO FINISH. ALL DIMENSIONS ARE TO BE FIELD VERIFIED. ON ROOF FRAMING REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. ALL EXISTING DRYWALL REMAINING TO BE PATCHED,TAPED & SPACKLE TO MAKE NEW 7NEW ALUM,GUTTER TO (TYP. FOR ALL CONSTRUCTION AREAS). JL MATCH EXIST.PP.) 3. WHERE NEW ITEMS, SUCH AS RECEPTACLES ARE SHOWN TO BE BUILT INTO EXISTING CONSTRUCTION -CUT, PATCH AND REBUILD AS REQUIRED. 4. GENERAL CONTRACTOR TO REPLACE OR REPAIR ANY EXISTING CONSTRUCTION DAMAGED A-302 1 � i A-302 BY NEW CONSTRUCTION WORK. I� ( 5. GENERAL CONTRACTOR TO CHALK ALL THE PARTITION LINES FOR ARCHITECT APPROVAL 12 (� 12 ( / HATCHED AREA INDICATES ICE AND WATER SHIELD, PRIOR TO STARTING CONSTRUCTION. 41 1/ /I �4 I2'-0"MIN.FROM PERIMETER OF ALL ROOFS AND 6. MAINTAIN AND/OR RESTORE THE FIRE RATING AT ALL AREAS DESIGNATED FOR SUCH YA 2 I I I� 2 1'-0"ON BOTH SIDES OF ALL HIPS,VALLEYS AND RIDGES(TYPICAL) APPLICATION DUE TO DAMAGE FROM SCOPE OF DEMOLITION AND CONSTRUCTION. I A-301 7. GENERAL CONTRACTOR TO PROVIDE PROPER PROTECTION OF ALL EXISTING TO REMAIN 3 A-301 I NEW 2"x8" C:) NEW 2x8" " A.304 I ROOF RAFTERS `� ROOF RAFTERS I� ITEMS DURING ALL PHASES OF CONSTRUCTION. @ 16 REvisioNs O.C. @ 16 O.C. I 8. ALL OPENINGS (WINDOWS, DOORS, ETC) TO HAVE (3) 2x8 HEADERS UNLESS NOTED INEW ALUM.GUTTER TO CONNECT WITH EXIST.GUTTER. OTHERWISE No. Date Description X 9. CONTROL AND EXPANSION JOINTS ARE REQUIRED FOR ALL REQUIRED MATERIALS AND SHALL BE COORDINATED BY THE CONTRACTOR 10. ANY GLASS WHICH IS WITHIN 18"OF A FINISHED FLOOR OR PLATFORM SHALL BE TEMPERED OR SAFETY GLASS NEW METAL FLASHING I o / (ly AT OPEN VALLEY I 11. VENTILATION SHALL BE PROVIDED IN THE AMOUNT OF 4%OF THE FLOOR AREA OF THE NEWLY ADDED KITCHEN AS PER CODE J / I NEW METAL 12, WINDOWS SHALL BE PROVIDED IN THE AMOUNT OF 8%OF THE FLOOR AREA OF THE AT VALLEY I FLASHING `I FLA I II V I NEWLY ADDED KITCHEN AS PER CODE 1 � I 1� 13. WINDOWS HAVE BEEN DESIGNED W/A MINIMUM DIMENSION OF 24 HEIGHT AND A MIN. N2 N� I OPENING WIDTH OF 20" EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE ' OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. I 1 1 HATCHED AREA:INSTALL NEW ICE AND WATER SHIELD(1'-0") REINSTALL SHINGLES TO MATCH EXISTING. I I 1 I I 2 1 A-203 KEY PLAN A-203 I I I 1 I I 1 rL ; �� TL I I I I ( IrADDITION I I I I L_ - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ' I II r LEGALIZATION 3 I I GC NOTES: P.-3o4 -- - - - - - - - - - - - - - - - - - - - 1. ALL LUMBER TO BE DOUGLAS FUR #2 _ROAD 48 2. ALL EXTERIOR LUMBER TO BE PRESSURE TREATED WOOD COUN7-�, - 2 ROOF DESIGN LIVE LOAD = 50 # PER S.F. A-3oo ROOF DESIGN DEAD LOAD = 10 # PER S.F. 4" up I 4" up ROOF 1 PROPOSED ROOF PLAN ROOF I ROOF I 1/4"= 1'-0" 4"I 4111 PROJECT L/2 �v� MEJIA RESIDENCE 4/2" 1 1 I 36595 COUNTY ROAD 48 NEW SHINGLE TO MATCH � I I PECONIC, NY 11971 4" EXISTING ON 30#FELT 1 1 1 4111 ON 5/8"EXT.GRADE PLYWOOD _ ARCHITECT SHEATHING&R-5 RIGID INSULATION y _ _—� _ ON ROOF FRAMING(BEYOND) 1 „r" 1 �1i11 „� 141, �, 1h ,� 1 f'r_- "1 „�- ,,1Y Katherine Serrano 0 NEW 2X8 CEILING RAFTERS @ 16"O.C. 12 vz I Yz ( vz2 4' 1y 1Yz 1Y $ Sa NEW METAL FLASHING 4F JAXT—H IST' G ( NEWI�ITCHEN BATHR OM I AIA I NCARB I LEED Green Associate CONTINUOUS INSULATION — NEWR-25 BATT INSULATION _ 112 R OM ( 4 REF. —I I TO BE LEG LIZED I 4 HgNEEXTEPIORR Katherine.SerranoSosa@gmaii.com NEW 2X8 CEILING JOISTS @ 16"O.C. — — -- �14 WC LAV DW WC LAV 516-640-6498 C.O.D.P.SHO ER 1 2' 2 C.O.D.P.C.O.D.P.SH ( ER Ir Ir 1 LEGALIZE C.O.D.P.r 0.C.0�A I FIRST FLOOR DRAWING TITLE I NEW (3)2X8 HEADERSPROP. ROOF ------- - - - — —' L—L NEW DOUBLE HUNG WINDOW 2 4m 2 2 4.. 2 i PLAN, RISER NEW RAILING POST EW TO MATCH EXISTING DINING ROOM DIA. & SECTION - NEW 2X6 STUD WALL W/R-21 BATT INSULATIONEQUAL AND INSTALL NEW LAYER NEW MILLWORK CABINETRY r 4 4" HOUSETRAP APPROVED R-5 CONTINUOUSS INSULATION OF 5/8"GYP.BD NEW PAINT,BASE AND FLOORING TO % EXISTS SANITARY 05.29.21 MATCH LIVING ROOM AT LIVING RODATE: OM SYSTEM �• o 0 o NEW DINING ROOM AREA PORCH PLUMBING NOTES. PROJECT No.: 210005 o cd D.W. NEW FLOORING WITH N PLYWOOD SUBFLOOR 1. ALL PLUMBING WORK,MATERIALS AND METHODS OF INSTALLATION ARE TO BE IN CONFORMANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. 2. PROVIDE HOT AND COLD SHUT-OFF VALVES AT ALL FIXTURES. DRAWN BY: KSS NEW(3)2x8 3. ALL WATER PIPING TO PITCH BACK TO WATER HEATER. SCALE: AS NOTED NEW 2x8 CEILING JOISTS @ 12"O.C. 4. TRAP/WASTE SIZES FOR FIXTURES SHALL BE AS FOLLOWS:DISHWASHER-2",KITCHEN SINK-2", OR AS PER RISER DIAGRAM. AREA OF D CK TO W/R-25 BATT INSULATION&(1) L — 5. ALL VENTS TO BE 4"DIAMETER WHERE THEY PENETRATE THE ROOF. BE LEG LIZED. LAYER OF GYP.BD 6. APPROVAL OF ALL PLUMBING MUST BE OBTAINED FROM APPROPRIATE LOCAL AUTHORITIES PRIOR TO CONCEALMENT. DWG. No.: Uj 7. PRIOR TO ORDERING,CONTRACTOR SHALL SUPPLY CUTS OF FIXTURES FOR OWNER'S APPROVAL. Q a NEW R-10 CONTINUOUS EXT. N 8. CONTRACTOR SHALL NOT CUT JOISTS,STUDS,OR OTHER STRUCTURAL MEMBERS WITHOUT THE APPROVAL OF THE ARCHITECT. A 0000 RIGID INSULATION UNFINISHE ASEMENT 9. UNDERGROUND COPPER SHALL BE TYPE"K"COPPER. ■ v~i W/(1)LAYER OF GYP.BD 10. ALL SOLDERS USED ON PROJECT SHALL BE CERTIFIED TO BE LEAD-FREE. o LU . ...:. ,.. . 11. PROVIDE FULL METAL STRAPS AND HANGERS TO INSURE PROPER INSTALLATION OF ALL PIPING. NEW CONCRETE FOUNDATION 12. WRAP ALL PIPING WITH INSULATION OF SUFFICIENT THICKNESS TO SATISFY THE ENGINEERING REQUIREMENTS FOR HEAT FLOW,VAPOR FLOW AND SEAL & SIGNATURE: L J L J ; _ _ _ _ _ _N (TIED INTO EXISTING) WEATHER-PROOFING IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL CODES HAVING JURISDICTION, 5/8" 12"ANCHOR BOLTS 3'-0"(TYP,) 01 13. CONTRACTOR SHALL INSTALL COMPLETE DOMESTIC WATER SUPPLY AND SANITARY SYSTEM AS INDICATED. @ 24"O.C.W/SQ.WASHERS BD AR� PROP.12"POURED CONCRETE REH/ SPRAYED ON DAMPROOFING OVER FOUNDATION WALL W/ ,����SOA SFR!o ALL NEW FOUNDATION WALLS W/ C� �. 1"RIGID INSULATION/PROTECTION BOARD #6 BARS CONTINUOUS @ 16"D.C. NEW R-10 CONTINUOUS RIGID INSULATION 3'-0"HOR.AROUND PERIMETER OF SLAB HORIZONTALLY AND VERTICALLY N PROP.4"CONCRETE SLAB REINFORCED W/60601010 WWM ABOVE, = •' 0 PERFORATED PVC DRAINAGE TILE/PIPE 12"x24"POURED CONCRETE ON 4 MIL.VAPOR BARRIED W/SEAMS TAPED ON 4"CLEAN W/CRUSHED STONE AROUND IT&FILTER FABRIC, FOOTING W/3#6 BARS CONT. WELL GRADED SAND&GRAVEL CONNECT 70 DRYWELL SYSTEM &#4 TIES 24"O.C. S,r 04244 2 NORTH RTH 0, 1 1 2' 4' 8' 16'EXIST;/DEMO FIRST FLOOR PLAN 4J- 1/4 Copyright © 2021 - Katherine Serrano Sosa NORTH p' 1' 2' 4' 8' 16 ISSUED No. Date Description 1 05.29.21 ISSUED FOR FILING A-JUL 12'-2" 01 INSTALL NEW EXHAUST HOOD THAT MEETS CODE NEW CONTINUOUS RIDGE VENT NEW SHINGLE TO MATCH NEW 2x10 RIDGE EXIST. EXISTING ON 30#FELT NEW 2x6 COLLAR TIES @ 16"O.C. ON 5/8"EXT,GRADE PLYWOOD PLANT AREA ` SHEATHING&R-5 RIGID INSULATION NEW R 25 BATT INSULATION INSTALL NEW EXHAUST HOOD THAT MEETS CODE _ ON ROOF FRAMING REVISIONS 2 NEW ICE AND WATER SHIELD, No. Date Description NEW 2X8 CEILING RAFTERS @ 16"O.C. 4f� 12 2'-0"MIN. NEW(3)2X8 HEADERS 2 —14 FOR WINDOW OPENING A-300 NEW 2"CONTINUOUS RIGID INSULATION NEW 2X8 CEILING JOISTS @ 16"O.C. 07.02.21 TOWN 3 11'-8" 11'-7" NEW GUTTERS NEW INVIS.VENT,VENTED BEADED SOFFIT 2 07.09.21 REVISIONS A-304 TO MATCH EXISTING I NEW 2X6 STUD WALL W/R-21 REVISIONS -0" 3'-0" R'-9" 2'-0" 1'-11" NEW (3)2X8 HEADERS `1 BATT INSULATION OR EQUAL AND 4"CONCRETE SLAB 81-6" NEW(3)2X8 HEADERS r R-5 CONTINUOUS INSULATION W1 DRAIN 2 �WNEW � NEW NEW WOOD DOOR 34 10 20210 FOR WINDOW OPENING �� NEW CONCRETE WALLS NEW MILLWORK CABINETRY - NEW WOOD HANDRAILS EXISTING TREE (31-01,HIGH MIN.) �� o �� NEW FLOORING WITH &STAIRS WITH METAL RAILING • X�l DECK PLYWOOD SUBFLOOR FOR CRAWL SPACE ENTRANCE ❑ 0 0 0 �-, 3'-6" • • Q Q Q N I �TO 0 2' 1" LEALIBZED) 2 NEW WOODEN STAIR WITH 0 0 0 0 0 A-302 INSTALL I o 4 STEPS 71"RISER AND 12"THREAD A-302 (( )) NEW WOODEN STAIRS NEW KITCHEN "' LAST RISER Tb LAY ON TROP OF CABINETS, I 3'-0" EXISTING CONCRETE PAD AND HANDDRAILS SINK&REF. ID.W.I PROVIDE WATERLINE 6-0 NEW 2x8 CEILING _ J TO NEW DISHWASHER LAST RISER TO LAY ON TOP OF _ JOISTS @ 16"O.C. r EXISTING CONCRETE PAD NEW(3)2z8 A-301 o NEW ~ I I STALL ONE NEW LAYER A 301 NEW 2x8 CEILING JOISTS @ 12"O.C. ;i. PROVIDE(1)2X8 INTERM D ATE _ KITCHEN OF 5/8 GYP.BD W/R-21 +� W/R-25 BATT INSULATION&(1) SUPPORT AT EACH BAY M U-1 co NEW z N 30 8 INSTALL ONE NEW LAY R I BATT INSULATION OR - LAYER OF GYP.BD o CONCRETE PADS F /8"GYP. D I EQUAL AND R-5 ti OUTDOOR SHOWER 5/8" 12"ANCHOR BO S NEW R-10 CONTINUOUS r TO BE LEGALIZED t- < ( I I KEY PLAN ONTINUOUS INSULATION @ 24 O.C.W/SQ.WASHES ,. Ic 0 4' 2" I RIGID INSULATION z REF. I EXIST. 2'WIDE NEW 4x4 EXTERIOR TREATED WOOD EM EDDED W/(1)LAYER OF GYP.BD k _� _ CONCRETE STEPS —5''1" 2'-0" 2'-4" 1,4, 2'-5" � EXIST. EXIST. IN CONCRETE FOUN ATION i f o w CONCRETEF �; � I i 0 NEW(3) N 3624 3638 J L J L J 2435 162 2X8 HDR X8 HDR . .:. .,. NEvv�` NEW 3'-0"(TYP.) SPRAYED ON DAMPROOfING OVER G� 3068 3068 3034 PERFORATED PVC DRAINAGE TILE/PIPE ALL NEW FOUNDATION WALLS W/ t / ® 2'-6" 8'-10" 2'-6" t W/CRUSHED STONE AROUND IT&FILTER FABRIC, 1"RIGID INSULATION/PROTECTION BOARD t CONNECT TO DRYWELL SYSTEM NEW R-10 CONTINUOUS RIGID INSULATION 34"HOR.AROUND PERIMETER OF SLAB PROP.12"POURED CONCRETE 9'-0" b - EX T. PROP.4"CONCRETE SLAB REINFORCED W/60601010 WWM ABOVE, 10 10 _� PROVIDEITERLIN'E CL SE 12"x24"POURED CONCRETE FOUNDATION WALL W/ 3'-10° NEW NEW FOOTING W/3#6 BARS CONT. #6 BARS CONTINUOUS @ 16"O.C. ON 4 MIL.VAPOR BARRIED W/SEAMS TAPED ON 4"CLEAN t t a LIVING ROOM TO NEW REF. DINING ROOM EXIST. EXIST. WELL GRADED SAND&GRAVEL t �" EXPANSION BATHROOM BEDROOM &#4 TIES 24"O.C. HORIZONTALLY AND VERTICALLY I SPLIT -BATHROOM—/ o NEW PAINT,BASE AND FLOORING TO i UNIT O`OO MATCH LIVING ROOM AT tADDITION t NEW DINING ROOM AREA t MUDROOM N EXI T. i L SET �s��\ EXIST. — --- EXIST. 2O 2X12 HEADER 3036 i PROPOSED SECTION I tr, � DOWN Z I 28'17 �Gj \ LEGALIZATION CV 1 DOWN k�000 �66�sT 2 A-203 w I Q, SPLIT �„ EXIST. A-203 oo�N7y ROAD -48 I N 3136 UNIT �j C) 3036(Dt � $ i10° 10' 10° EXIST. N Lu — o LIVING ROOM EX T. X BEDROOM N EXIST. CL ET EXIST. W ROOM AREA:120 SF EXIST. BEDROOM BEDROOM AIR VENTILATION REQUIRED:4.8 SF STAIR PROJECT PROVIDED:8.5 SF TOTAL CL NATURAL LIGHT REQUIRED:9.6 SF EX T. RESIDENCE I PROVIDED:I7.OSFTOTAL CLOSET I 3-0" 5'_6�� � 36595 COUNTY ROAD 48 PECONIC, NY 11971 o NE EXIST. EXIST. EXIST. EXIST. EXIST. \\ I 3 TW3446 2450 5050 2450 3650 365o ARCHITECT A-304 NEW(3)2X8 HEADERS 2 EXIST. �— EXIST. PLANTAREA Katherine Serrano Sosa 2 FOR WINDOW OPENING A-300 PORCH AIA I NCARB I LEED Green Associate Katherine.SerranoSosa@gmai1.com L_—————--————— \� NEW AREA OF LEGALIZATION EXIST. PLANTAREA — 516-640-6498 �I �- �— DRAWING TITLE III it min m mr- EXIST.CONCRETE STEPS PROP. FIRST ALL NEW WINDOWS ARE ANDERSON 400 SERIES TILT-WASHN - -- GC NOTES: DOUBLE HUNG VINYL-CLAD WOOD FRAME WINDOWS WITH 1. ALL LUMBER TO BE DOUGLAS FUR #2 — — — — — — — — — — — — — — — — — FLOOR PLAN DIAL-PANE LOW-E GLAZING WITH ARGON AND FDL.. 2. ALL EXTERIOR LUMBER TO BE PRESSURE TREATED WOOD & SECTION 3. TRIPLE ALL JOIST UNDER PARALLEL WALL PARTITIONS ( PROPOSDATE: 05.29.21 1/4ED FIRST FLOOR PLAN ROOF DESIGN LIVE LOAD = 50 # PER S.F. — — — — — — — — — — — — — — — — — 1 „ _ ROOF DESIGN DEAD LOAD = 10 # PER S.F. - - - - - - - - - - - -- - -- - PROJECT No.: 210005 — 1 0 i — — — —_ DRAWN BY: KSS — — — — - SCALE: AS NOTED AREA OF LEGALIZATION DWG. No.: A-301 . 00 (__ PROPOSED PARTIAL SOUTHEAST ELEVATION SEAL & SIGNATURE: �O CHI TFCT . QPOPgE Rq y CC •S7'gTE 4F Copyright © 2021 - Katherine Serrano Sosa ISSUED No. Date Description 1 05.29.21 ISSUED FOR FILING GFI GFI I ELECTRICAL LEGEND 3'-0" 1, 4141 3'-01 SYMBOL TYPE OF FIXTURE MANUFACTURER 4214 tk GFII SD I SINGLE POLE SWITCH PER OWNER'S SELECTION GFI I © 0 42i DUPLEX RECEPTACLE W/GROUND FAULT I INTERRUPTER PER OWNER'S SELECTION NEW Z KITCHEN I 42" 42":HT OTHER THAN 18" GFI GFI:GROUND FAULT INTERRUPTER PER OWNER'S SELECTION L L:LEGALIZE (POWER SWITCHES & LIGHTS 42REVISIONS � IN THIS ARBA ARE FOR LEGALIZATION) _ LED HIGH HAT FIXTURE(WP M I =WET AREA RATED) PER OWNER'S SELECTION No. Date Description 42' SMOKE DETECTOR W/BATTERY BACK UP,ALL DETECTORS TO BE HARD SD WIRED TOGETHER CARBON MONOXIDE DETECTOR W/BATTERY BACK UP,ALL DETECTORS TO NEW © BE HARD WIRED TOGETHER BATHROOM DINING ROOM M v EXIST. NOTE:ALL EXISTING POWER/DATA/LIGHTING NOT SHOWN. 6'-0" -Q" CLOSE OL LIVING EXIST. EXIST. M MUDROOM L EXPANSION BATHROOM BEDROOM ELECTRICAL NOTES : SPLIT UNIT OL EXIST. 1. ALL ELECTRICAL WORK, MATERIALS AND METHODS OF INSTALLATION CLOSET ARE TO BE IN CONFORMANCE WITH ALL APPLICABLE LOCAL CODES AND — NEC LATEST EDITION. IN 2. ALL WIRING IS TO BE BX CABLE,CONCEALED IN FLOORS, WALLS AND CEILINGS AS PER CODES. 3. SUPPLY AND INSTALL SMOKE DETECTORS AS PER CODE. 4. PROVIDE ELECTRICAL CONNECTIONS FOR ALL KITCHEN APPLIANCES, LAUNDRY APPLIANCES, BATHROOM SPECIALTIES (STEAM UNIT,WHIRLPOOL BATH,ETC. KEY PLAN CENTRAL VACUUM SYSTEM,HVAC EQUIPMENT AND ALL OTHER ( TELEPHONE, COMPUTER,VEDEO,AUDIO, ETC) REQUIRED CONNECTIONS. SPLIT L UNIT 5. CONTRACTOR IS RESPONSIBLE TO VERIFY THAT FIXTURE TYPE IS PROPERLY - - - - NG ROM SUITED FOR ITS INTENDED LOCATION ( DIRECT CONTACT W/INSULATION,ABOVE LIVING O EXIST. BATH, ETC) ELECTRICAL CONTRACTOR SHALL DETERMINE WHICH FRAME-IN-KIT BEST EXIST. CLOSET EXIST. SUITS EACH LOCATION AND INSTALL ACCORDINGLY-IC OR NOT IC, PROPER DEPTH Uo TSAIR BEDROOM BEDROOM ETC. L 6. CONTRACTOR SHALL VERIFY DEPTHS OF ALL FIXTURES TO FIT WITHIN FRAMING PRIOR TO ORDERING SAME. EXIST. I CLOSET 7. PROVIDE EXTERIOR OUTLETS AS PER CODE. 8. PROVIDE THERMAL HOUSING KITS FOR ALL HIGH HATS IN CEILING WITH INSULATION I ADDITION I I 1 I _ I (POWER SWITCHES & LIGHTS IN THIS ARBA ARE FOR LEGALIZATION) i ALZATIDN I COUNr\�, ROAD-48 (_, PROPOSED ELECTRICAL FIRST FLOOR PLAN 1/4"— 1'_0 PROJECT NEW SHINGLE TO MATCH EXISTING ON 30#FELT NEW CONTINUOUS RIDGE VENT ON 5/8"EXT.GRADE PLYWOOD SHEATHING& NEW 2x1 O RIDGE MEDIA RESIDENCE R-5 RIGID INSULATION ON ROOF FRAMING NEW 2x6 COLLAR TIES @ 16"O.C. 36595 COUNTY ROAD 48 NEW 2X8 CEILING RAFTERS @ 16"O.C. NEW R-25 BATT INSULATION P95 COUNIC, NY OAA NEW 2"CONTINUOUS RIGID INSULATION 1971 NEW GUTTERS AREA OF LEGALIZATION -------------- ----------------------- ------TO MATCH EXISTING-- NEW ICE AND WATER SHIELD, ARCHITECT 2'-0"MIN. ___ ________________ Katherine Serrano Sosa 2 41 12— r AIA I NCARB I LEED Green Associate 417 4 NEW 2X8 CEILING JOISTS @ 1611O.C. Katherine.SerranoSosa@gmail.com NEW INVIS,VENT,VENTED BEADED SOFFIT i 516-640-6498 --- ----_---_ ------- — —_-------------- ------- NEW 2X6 STUD WALL W/R-21 EXIST, EXIST. EXIST. l BATT INSULATION OR EQUAL AND DRAWING TITLE _ -- R-5 CONTINUOUS INSULATION 3638 3624 3034 PROP. FIRST NEW WOO AND HANDAI _ ! FLOOR ELEC. ib PLAN & SECTION OUTDOOR SHOWER o NEW METAL DOOR AND FRAME. HEAD&ENCLOSURE NEW FLOORINT _ GC TO COORDINATE OPENING WHEN PLYWOOD SU 0 REF. 2435#// a POURING CONCRETE WALLS, DATE: 05.29.21 TO BE LEGALIZED PROVIDE(1)2x8 EDIATE .01 �� I INSTALL FLASHING AROUND THE SUPPORT AT EA Y FRAME. PROJECT N O.: 210005 NEW METAL GUARDRAIL(421,HIGH) NEW(3)2x8AAAIA WITH HANDRAIL(@ 36"HIGH) E�c IS6mz T, NEW 2x8 CEILING JOISTS @ 12"O.C. POSTS TO BE EMBEDDED 4"INTODRAWN BY: KSS ARE F DECK TO — — — _ — — — CONCRETE STAIRSSCALE: AS NOTED / B EGALIZED. +I W/R 25 BATT INSULATION&(1) co LAYER OF GYP.BD 4"MAX #4 BARS CONTINUOUS @ z16 NEW R-10 CONTINUOUS 12"TYP. STAIR NOSINIGS DWG. No.: z w o RIGID INSULATION ° PROP,12"JPUFED CONCRETE2 o o W/ 1 LAYER OF GYP:BD N •. — — — -FOtlNDATIALL AND CONCRETE A-302 . 00 �`' a STAiffW#6-�ARSCONTINUOUS@ L J L_ J L J _ == I 16"O.C.HORIZONTALLY AND VERTICALLY. - - - - - - - m= I e' 5/8"� 12"ANCHOR BOLTS • 3'-0"(TYP.) I ism I 12"x24"POURED CONCRETE SEAL & SIGNATURE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _@24"O_C_W/5O_WA$HES- - - - - - - - - - - - — - - FOOTING W/3#6 BARS CONT. — — — — 2jRFQRATEDECLRA1lNAGETII,ELPIP� — — — — — — — — — — — — — — &#4 TIES 24"O.C. -- ED ARC W/CRUSHED STONE AROUND IT&FILTER FABRIC, PROP.4"CONCRETE SLAB REINFORCED W/6060 1010 WWM ABOVE, =' CONNECT TO DRYWELL SYSTEM FOUNDATION POURED CONCRETE \5� SpA SEq F� FOUNDON WALL W/ ON 4 MIL.VAPOR BARRIED W/SEAMS TAPED AND NEW DRAIN W/A 40#STORAGE BASIN SPRAYED ON DAMPROOFING OVER #6 BARS CONTINUOUS @ 16"O.C. NEW R-10 CONTINUOUS RIGID INSULATION 3'-0"HOR.AROUND PERIMETER OF SLAB 2 ALL NEW FOUNDATION WALLS W/ HORIZONTALLY AND VERTICALLY PROP.4"CONCRETE SLAB REINFORCED W/60601010 WWM ABOVE, W i O 1"RIGID INSULATION/PROTECTION BOARD ON 4 MIL.VAPOR BARRIED W/SEAMS TAPED OIN 4"CLEAN - 12"x24"POURED CONCRETE WELL GRADED SAND&GRAVEL FOOTING W/3#6 BARS CONT, 02400 &#4 TIES 24"O.C. S'T,9r �l0 �^ . FOF N „ 2 EXIST.,/DEMO FIRST FLOOR PLAN NORTH o' 1' z' 4' 8' 16' -- • ' Copyright © 2021 - Katherine Serrano Sosa — — ISSUED I No. Date Description OF DECK:(2) E2)2"X10"DOUGLAS FUR 1 05.29.21 ISSUED FOR I ' OF DECK:( EXIST.2"x6" FILING DECK RAFTERS @ 16"O.C. T7 7 I I I EXIST.2"x6" I H 1 3 NEW METAL DOOR AND FRAME. I DECK RAFTERS A-304 GC TO COORDINATE OPENING WHEN 2 @ 16"O.C. POURING CONCRETE WALLS A-300 I I 44 EXTERIOR TREATED WOOD IN 11'-8" CONCRETE FOUNDATION TUBES(3 FT DEEP) 0 - 1 t DECK ' NEW (TO BE 2 N 30488 LEGALIZED) 2 A-302 -0" -0" '-0" '-0" 3'-6".. i I A-302 REVISIONS No. Date Description NEW � EXISTING TREE - ( — Al 07.02.21 TOWN ' CRAWL SPACE � I � REVISIONS T FOR STORAGE _. __ EXIST.2"x6" EXIST.2"x6° 2 o DECK RAFTERS I DECK RAFTERS 2 2 07.09.21 TOWN A-301 NEW 2x8 FLOOR JOISTS @ 12"O.C. @ 16"O.C. @ 16"O.C. i A-301 REVISIONS -o" 2.- 0 co IFOUNDATI 5"INTO EXISTING NEW 4x4 EXTERIOR TREATED WOOD IN :t>c I d' 9'-8" N A NEW 5/8"DOWEL CONCRETE FOUNDATION TUBES(3 FT DEEP) EV RY 18"O.C. EXIST. 3017 DOWEL 5"INTO EXISTING INSTALL A NEW METAL LOUVER FOUNDATION A NEW 5/8"DOWEL FOR VENTILATION.GC TO FIELD @ EVERY 18"O.C. MEASURE OPENING co EXIST. UNFINISHED BASEMENT C) co KEY PLAN EXIST.4"RADIUS EXIST.4"RADIUS EXIST CONCRETE-FILLED COLUMNS WITH CONCRETE-FILLED COLUMNS WITH 3017 24"x24"x12"CONCRETE FOOTING. 24"x24"x12"CONCRETE FOOTING. UNEXCAVATED SPACE I EXST. (3)2X8 BUILT-UP GIR ER — — — — — 1 EXIST. A-203 STAIR I I t EXIST. 0 3017 I ADOMON CD I I III t I co UP N W L�LLEGALIZATION t COUNTY ROAD.48 3 A-304 GC NOTES: 1. ALL LUMBER TO BE DOUGLAS FUR #2 2. ALL EXTERIOR LUMBER TO BE PRESSURE TREATED WOOD 3. TRIPLE ALL JOIST UNDER PARALLEL WALL PARTITIONS PROJECT 1 PROPOSED BASEMENT PLAN2 1/4" - 1'-0" A-300 MEDIA RESIDENCE 36595 COUNTY ROAD 48 PECONIC, NY 11971 ARCHITECT NEW ROOFING Katherine Serrano Sosa NEW SHINGLES TO MATCH EXISTING AIA I NCARB I LEED Green Associate TO MATCH EXISTING Katherine.SerranoSosa@gmail.com (SAME SECTION OF WALL VENT FOR EXHAUST AIR 516-640-6498 TO RECEIVE NEW INSULATION) FROM NEW HOOD NEW FRENCH DOOR NEW GUTTERS DRAWING TITLE Y J L I L I T-Y I I 1 11 1- 111 H I 1 11 1 1_ _yj,-T -I I __ I�_ III TO MATCH EXISTING Hl� PROP. -- - - _ 4r— 4 BASEMENT �- - - I all IITI 1111111 It Ii PLAN & ELEV. I 1 111111 11 If 11 11 IT 11 11 IT 11 11 EXIST. EXIST. EXISTo Jill 1111 ITIII 11 IT IT 11 11 IT 11 111111 11 IT 11 11 IT11 11 IT 11 11 IT 11 11 3624 30341E DATE: 05.29.21 � NEW W00 o.: Jill NEW AND HAND11 u I PROJECT N 210005 1 OUTDOOR SHOWER DRAWN BY: KSS HEAD&ENCLOSURE 1111 11 111111 11 IT 11 11 IT 11 11 IT 11 111111 IIJI 11_ �/ o SCALE: AS NOTED TO BE LEGALIZED 11 111 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 1T 1111 IVI f 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT Ir 1 111111 11 IT 11 1 243 DWG. No.: - - - - - - - - - - - i�EXIST. NEW SHINGLES EXTERIOR GRADE A-303 . 00 — — — — — — TO MATCH EXISTINGELECTRICALOUTEET wicovERIN r SEAL & SIGNATURE: NEW LOW CONCRETE WALLS ,'cam„ o I II II ILII I &STAIRS WITH METAL RAILING P,FiCHITF ocl- o I I I I —— — ILD I— — — — — — — J FOR CRAWL SPACE ENTRANCEQ�O SERRq �'T IaSII— i- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -J P LJ LJ LJ LJ —— — — — — — — — — — — — - -- - - - - - - - -I w .z ro a FF NEW CONCRETE y r - - --- - - - - - - - - - - - - - - - - - - - - - - - - FOUNDATION — —— — — — — — — — — — —— — — — — — — — — — —— — — — AREA OF DECK TO AREA OF LEGALIZATION BE LEGALIZED. STATE OF 2 PROPOSED NORTHWEST ELEVATION NORTH 0' 1' 2' 4' 8' 16' 1/4"= 1'-0" Copyright @ 2021 - Katherine Serrano Sosa ISSUED No. Date Description CONNECT EXISTING NEW SHINGLE TO MATCH 1 05.29.21 ISSUED FOR 1 AND NEW GUTTERS EXISTING ON 30#FELT 4 ON 5/8'EXT.GRADE PLYWOOD FILING SHEATHING ON ROOF FRAMING HOUSE WRAP TO SEAL THE WINDOW FRAME TO OPENING, SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, 4 APPLY CONTINUOUS CAULKING SEAL TO THE PLUMB AND LEVEL CONDITION.USE CORROSION BACKSIDE OF THE WINDOW NAILING FLANGE RESISTANT FASTENERS WITHIN 10"BUT NO CLOSER NEW GUTTERS FOLD BOTTOM FLAP OF NEAR THE OUTER EDGE TO ASSURE CONTACT THAN 3"IN DIRECTION FROM EVERY CORNER.SECURE TO MATCH EXISTING HOUSE WRAP INTO OPENING WITH BACKSIDE OF EDGE TRIM. WINDOW AROUND FRAME OPENING WITH EQUIVALENT AND OVER SILL OF 6d FASTENERS AT 16"O.C.MAXIMUM. HOUSE WRAP NEW SHINGLES HOUSE WRAP --------- --- �/ TO MATCH EXISTING EXTEND SILL FLASHING HORIZONTALLY 12"BEYOND �� VERTICAL JAMB APPLY HEAD FLASHING OF 11 1 fill I 1 11 11 IT. III _ _____ _ HOUSE WRAP OVER NAILING EXIST, EXIST. FLANGE AT HEAD OF 3036 3036 12" FOLD HOUSE WRAP INTO ; WINDOW Miry FOLD SILL FLASHING HORIZONTALLY OVER ROUGH OPENING AND OVER ' BOTTOM OF ROUGH OPENING AND EXTEND 8" UPTURNED SILL FLASHING. HOUSE WRAP VERTICALLY AT JAMB,FASTEN INSIDE EDGE TO MECHANICALLY FASTEN JAMB — — — — — — — — — — — — — — — — — SILL AND JAMB BUT DO NOT FASTEN THE LOWER EDGE SO THE DRAINAGE PLANE if TO ROUGH OPENING APPLIED LATER MAY BE SLIPPED UP AND OF WINDOW. SEXIST. /r EXIST. ;. UNDER THE FLASHING SHINGLE FASHION. i No. oDate Description FF i I I I f z w O V ' i I I I I I I I I II l o 0 o I I SILL FLASHING STEP 2 WINDOW INSTALLATION STEP 4 ' AREA OF DECK TO SEAL NAILING FLANGE TO NEW CONCRETE BE LEGALIZED. CUT HOUSE WRAP IN CHAMPANE GLASS — FOUNDATION FASHION AND FOLD FLAPS OUT.DO NOT CUT HOUSE WRAPWITH 4"WIDE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (TIED INTO EXISTING) LARGER THAN OPENING IN SHEATHING. TYVEK BUILDING TAPE SILL FLASHING JAMB FLASHING DRAINAGE PLANE APPLICATION 1 PROPOSED NORTHEAST ELEVATION STEP 1 STEP 3 STEP 5 NEW SHINGLE TO MATCH EXISTING ON 30#FELT KEY PLAN I� ON 5/8"EXT.GRADE PLYWOOD 4 12 SHEATHING ON ROOF FRAMING 12 NEW GUTTERS \ � TO MATCH EXISTING 2 i O � � NEW SHINGLES TO MATCH EX STING 1O OVERLAPS O BUILDING FINISH RLAPS SQUARE CUT l i CORNER OF 10 CASING BEAD ON TOP OF WATER RESISTANT BARRIER i III u ti I WATER RESISTANT BARRIER(S) i DRAINAGE PLANE NEW RAILING POST 1 NEW EXISTING HEAD FLASHING BEHIND WATER RESISTANT BARRIER TO SHEATHING �AownoN WINDOW TRIM(MITERED WINDOW FRAME �� CORNERS) 2817 WINDOW FIN/NAILING FLANGE111 11 fill 11 fill i 3136 DRIP CAP1111 11 IL I i TOP J-CHANNEL W/45 2 DRAINAGE PLANE III H DEGREE LAP CORNER CUT ,° � IEGAIIZATION � WATER RESISTANT BARRIER(S) TRIM,WINDOW DOOR CASING BEAD — I I ( I I I I 1 CORNER(B ) — SQUARE CUT LAP CORNER FORBUILDING COUNrY ROAD_ IPAPER- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VER-ICALJ-CHANNEL 48 BUILDING FINISH I I— LJ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEALANT AT SILL JAMB,BUT — — - - - - - L J L J L J — —_j J_ _L NOT AT HEAD AREA OF DECK TO BE LEGALIZED. PROJECT NEW LOW CONCRETE WALLS NEW 4x4 EXTERIOR TREATED WOOD IN — — — — — — — — — — — — — — — — — — — — — — — FLASHING PAPER,LAP UNDER WINDOW FIN NOTE:ATTACHMENT DEVICES FOR — — — — — — — — — — — — — — — — — — — — — — — — — — CONCRETE FOUNDATION TUBES(3 FT DEEP) — — — — — — — WATER RESISTANT BARRIER,LAP UNDER TRIM ACCESSORIES(NAILS,SCREWS, &STAIRS WITH METAL RAILING FOR CRAWL SPACE ENTRANCE NEW CONCRETE FOUNDATION FLASHING PAPER CASING BEADS TO HAVE STAPLES) SHOULD NOT GO THROUGH MITERED CORNERS WINDOW FINS MEDIA RESIDENCE NEW WOODEN STAIRS (TIED INTO EXISTING) AND HANDRAILS 36595 COUNTY ROAD 48 PECONIC, NY 11971 2 PROPOSED SOUTHWEST ELEVATION ARCHITECT Katherine Serrano Sosa AIA I NCARB I LEED Green Associate NEW ROOFING Katherine.SerranoSosa@gmai I.com 516-640-6498 TO MATCH EXISTING DRAWING TITLE PROP. ELEVS, NEW GUTTERS TO MATCH EXISTING DEPTH EXTEND TO EDGE OF DOOR FRAME TO FRAME EDGE WINDOW/DOOR "BETTER" HEMMED EDGE SECTION & PREVENT WATER FROM ENTERING AT NEW SHINGLES END OF FLASHING OR EXTEND BEYOND FLASHING DT LS TO MATCH EXISTING EDGE OF FRAME IF TRIM DETAIL R-21 BATT INSULATION PERMITS NEW RAILING POST 111111 DATE: 05.29.21 TO MATCH EXISTING I II IT II I DEPTH OF PROJECT No.: 210005 y Z TRIM Ya" BEDROOM 2"MIN. N MUDROOM co DRAWN BY: KSS — — R-21 BATT INSULATION SLIGHT SLOPE OUTWARDYa"+/- SLIGHT SLOPE---.� 1/4"MINAS NOTED Y MIN,TYPICAL HEMMED OUT ., SCALE: 11 11 if 1 11 11 N EDGE FOR STRAIGHT EDGE 1/2"RECOMMENDED DWG. No.: AND RIGIDITY,y" EDGE OF JAMB IF NOT HEMMED - RECOMMENDED IF NOT FRAME OR TRIM A-304 . 00 HEMMED NOTE: WINDOW/DOOR HEAD FLASHING IS REQUIRED LT WHERE THE VERTICAL DISTANCE BETWEEN THE 1/41,MIN. TOP OF THE OPENING AND THE RAVE IS MORE THAN ONE-QUARTER OF THE HORIZONTAL SEAL& SIGNATURE: - - L- —j — — OVERHANG �� LJ LJ — - - - — SER �cc� PARCF/jT AREA OF DECK TO I I C?�V,: O BE LEGALIZED. NEW LOW CONCRETE WALLS -- -- -- -- -- -- -- -- -- -- -- -- -- -- — — — — — — — — — — — — — — — — — Lu s . &STAIRS WITH METAL RAILING NEW CONCRETE FOR CRAWL SPACE ENTRANCE FOUNDATION (TIED INTO EXISTING) NEW WOODEN STAIR") ST El`s AND HANDRAIL!") ATEOFN �' . NORTH 0' 1' 2' 4' 8' 16' 3 PROPOSED SECTION/ELEVATION Copyright @ 2021 - Katherine Serrano Sosa ISSUED -� / No. Date Description NOTES NORTH FOUNDATION & CONCRETE /l�y/` 1 1 05.29.21 ISSUED FOR O' 15' 30' 45' 60' GENERAL NOTES SITE DATA FILING ` *GENERAL NOTES APPLY TO ALL CONSTRUCTION DOCUMENTS. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL TEMPORARY SHEETING,SHORING OR PROPOSED ADDITION TO EXISTING SINGLE FAMILY RESIDENCE STABILIZATION REQUIRED. AS WELL AS LEGALIZATION OF BEDROOM,DEN AND BATHROOM � A. GENERAL THAT USED TO BE THE GARAGE AND LEGALIZATION OF 2. BACK FILL OR FILL MATERIAL SHALL BE PLACED IN 6" SIX INCH LAYERS AND COMPACTED TO 95°/ � 1. ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE THEMSELVES WITH ( ) ° THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE AND CONDITIONS PRIOR TO OF STANDARD PROCTOR. BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER TOP IS SECURELY O� \ SUBMITTING A BID,ALL SUBCONTRACTORS WILL PROVIDE ALL LABOR,SUPERVISION,AND MATERIALS BRACED. SITE LOCATION: 36595 COUNTY ROAD 48 AS REQUIRED.ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER ACCORDING TO PECONIC,NY 11971 o n O \ THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS. 3. ALL BACK FILL MATERIAL SHALL BE NON-EXPANSIVE,FREE DRAINING,PREDOMINATELY GRANULAR MATERIAL FREE OF DEBRIS AND ORGANIC MATERIAL, SITE PLAN BASED ON SURVEY BY JOHN MINTO LAND SURVEYING,LICENSED SURVEYOR 2. THIS ARCHITECT WILL NOT HAVE CONTROL OF AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION SURVEY DATED:SEPT.18,2013 MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES OR SAFETY PRECAUTIONS AND 4. THE LAST 4"(FOUR INCHES)OF MATERIAL TO BE EXCAVATED SHALL BE REMOVED BY HAND PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF OPERATIONS TO ESTABLISH UNDISTURBED BEARING SURFACES. SCTM#1000-69-1-5 THE CONTRACTOR,SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON 5. FIRM,UNDISTURBED,NATURALLY DRAINING SOILS ARE NORMAL CONDITIONS. EXCEPTIONS SHALL \ �O THIS SITE,NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND CONSTRUCTION DOCUMENTS. BE REPORTED TO THE ARCHITECT AND OWNER FOR PROPER ACTION. 3. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND SHORING TO ENSURE STRUCTURAL 6. ALL FOUNDATION WORK SHALL BEAR ON FIRM,UNDISTURBED SOIL w/A MIN.TWO(2)TON PER SQ. SITE ANALYSIS \ \ STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS,IE:STRUCTURAL WALLS, FT.CAPACITY. / / \ INTERIOR WALL ASSEMBLIES,ETC.DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 7. ALL FOOTINGS SHALL BE PLACED LEVEL AND FOLLOW THE DRAWINGS IN ALL RESPECTS. REVISIONS \ 4. WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE,AND AVOID \ r 8. EXCAVATIONS REQUIRED FOR OTHER WORK SHALL IN NO EVENT BE LOWER THAN THE ADJACENT ZONE:AC(AGRICULTURAL CONSERVATION) No. Date Description OMISSIONS. FOOTINGS EXCEPT AS SPECIFIED OR DRAWN. �OO•/ �v' \ \ MINIMAL FLOOD HAZARD 5. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. 9. DURING INCLEMENT WEATHER OR EXTREME TEMPERATURES,FOLLOW SPECIFICATIONS AND/OR FLOOR ZONE:X( ) / \ \ ALL DRYWALL PARTITIONS WILL BE INSTALLED AS NOTED ON THE DRAWINGS. APPLICABLE NATIONAL STANDARDS. LOT ARE REQUIRED PER ZONE:2 ACRES/8,712 SF i \ 6. ALL MATERIALS USED WILL BE NEW AND BEAR U.L.LABELS WHERE REQUIRED AND MEET 10. MOISTURE PROTECTION AND WATERPROOFING ARE OBJECTIVES FOR A DRY PROTECTED STRUCTURE \ APPROPRIATE NATIONAL,STATE AND LOCAL STANDARDS. AND INTERIOR SPACE. WHERE DEFECTS ARE ENCOUNTERED,REPORT TO OWNER AND ARCHITECT EXISTING LOT AREA:0.53 ACRE/22,300 SF 7. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST,ANY DEFECTS OR OTHER PROMPTLY. EXISTING PARCEL SIZE:100'X 223' FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS. 11. THE CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL SLEEVES,INSERTS,ANCHOR BOLTS,ETC. REQUIRED BY OTHER TRADES. INSTALLATION OF ALL EMBEDMENTS SHALL BE CHECKED FOR "NOTE LOT IS NONCONFORMING AND LOT REQUIREMENTS ARE THEREFORE BASED ON LOTS 8. ALL CON-RACTORS WILL GUARANTEE ALL LABOR AND CONTRACTOR PROVIDED MATERIALS FOR A COMPLETENESS AND LOCATION PRIOR TO PLACING OF CONCRETE. BETWEEN 20,000 AND 39,999 SF. ` S PERIOD OF ONE YEAR FROM DATE OF OCCUPANCY. 12. CONCRETE SHALL HAVE A MIN.28 DAY FIELD CURED COMPRESSIVE STRENGTH OF 3,000 psi. ALLOWABLE LOT COVERAGE:20%(4,460 SF) AGGREGATE SHALL CONFORM TO ASTM C33. CONCRETE SHALL BE"READY-MIXED CONCRETE" EXISTING LOT COVERAGE:7.47%(1,517 SF) 9. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING,CUTTING AND/OR INSTALLING MATERIAL, CONFORMING TO ACI STANDARDS. CONCRETE SHALL BE THOROUGHLY CONSOLIDATED DURING PROPOSED LOT COVERAGE:10.13%(2,057 SF) PRODUCT OR EQUIPMENT.IN THE EVENT OF ANY DISCREPANCIES,CONTACT THE CONSTRUCTION PLACEMENT USING A MECHANICAL VIBRATOR. CONCRETE SHALL BE CONVEYED AND DEPOSITED AS 001/, PROJECT MANAGER OR OWNER BEFORE PROCEEDING WITH THAT WORK. PER ACI STANDARDS. MINIMUM FRONT SETBACK:40 FT ` 10. ALL SUBCONTRACTORS WILL PROVIDE A CERTIFICATE OF INSURANCE TO THE GENERAL CONTRACTOR EXISTING FRONT SETBACK:50.9 FT ` 13. ALL CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED w/6%+/-1%. a PRIOR TO STARTING ANY WORK ON THIS PROJECT.CERTIFICATE OF INSURANCE CANNOT BE 14. CONCRETE FORMS SHALL BE PANEL TYPE TO PROVIDE A CONTINUOUS STRAIGHT,SMOOTH FINISH MINIMUM SIDE SETBACK:15 FT TERMINATED OR CANCELED WITHOUT 10 DAYS PRIOR WRITTEN NOTICE TO THE CONSTRUCTION w/LARGEST PRACTICAL SIZES TO MINIMIZE FORM JOINTS FOR EXPOSED SURFACES. THE DESIGN, .EXISTING SIDE SETBACK:14.9 FT/19.3 FT \ `\ 24.4' \ PROJECT MANAGER. FABRICATION,INSTALLATION AND REMOVAL OF FORM WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. MINIMUM SIDE SETBACK COMBINED:35 FT ` LEGALIZATION 11. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE ARCHITECT OF EXISTING SIDE SETBACK COMBINED:34.2 FT `\ OF WOOD RECORD.NO ALTERATIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON WRITTEN ORDER BY THE 15.INSTALL DAMPPROOFING ON FOUNDATION WALLS BELOW GRADE UNLESS SITE CONDITIONS KEY PLAN ` \ ARCHITECT OR ENGINEER OF RECORD. REQUIRE FOUNDATION WATERPROOFING. MOISTURE PROTECTION SHALL BE INSTALLED AS PER MINIMUM REAR SETBACK:50.3\ DECK \\ MANUFACTURER'S SPECIFICATIONS. EXISTING REAR SETBACK:1237 FT � (310 SF) _ � � PROPOSED REAR SETBACK:115.25 FT 12, NO SUBSTITUTIONS OF ANY KIND FOR MATERIALS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS IS ALLOWED UNLESS NOTED OTHERWISE.NO"EQUIVALENT"SUBSTITUTIONS WILL BE MADE, 16.REINFORCEMENT STEEL SHALL CONFORM TO ASTM A615,GRADE 60. WELDED WIRE MESH/FABRIC ALLOWABLE BUILDING HEIGHT:35 FT(2 STORIES) - - - - �' ` UNLESS DUE TO THE LACK OF AVAILABILITY OF THE ORIGINAL MATERIAL SPECIFIED AND APPROVED IN TO CONFORM TO ASTM REINFORCEMENT SHALL PLACED,FASTENED AND SHALL NOT BE EXISTING/PROPOSED BUILDING HEIGHT:15.58 FT(1 STORY) WRITING BY THE CONSTRUCTION PROJECT MANAGER AND THE ARCHITECT OF RECORD OR OWNER. DISPLACED OR CUT TO PROVIDE CLEARANCE FOR PENETRATIONS,INSERTS OR EMBEDMENTS. EXISTING \\ \ 17.CONSTRUCTION JOINTS IN CONCRETE SHALL BE VERTICAL w/AMAX.DISTANCE BET.JOINTS OF EXISTING BASEMENT:1,176 SF � I 1 STORY 13. WEATHER CONDITIONS: CONTRACTORS WILL PROTECT ALL PARTS OF THEIR WORK FROM WEATHER EXISTING FIRST FLOOR:1,517 SF `\ EXISTING \ ` DAMAGE DUE TO FROST,RAIN,HEAT,ETC.AND WILL MAKE GOOD TO THE SATISFACTION OF THE 40,-0,,. TOTAL EXISTING AREA:2,693 SF EXIST. 12p RESIDENT PORCH \ \ CONSTRUCTION PROJECT MANAGER AND GENERAL CONTRACTOR ANY PORTION OF THE WORK WHICH 18.ALL WELDED WIRE FABRIC CONCRETE SLAB REINFORCING SHALL BE PLACED 1"FROM TOP OF SLAB. MAY HAVE BECOME DAMAGED. PROPOSED BASEMENT WITH STORAGE AREA):1,316 SF I \ CANTER ,� REINFORCEMENT SHALL BE WIRED TOGETHER AND MUST LAP ONE(1)MESH BAY AT SIDES AND PROPOSED FIRST FLOOR:1,657 SF ENDS. PROVIDE PROPER HIGH CHAIRS,SPACERS AND SUPPORTS TO HOLD REINFORCING 14. RESPONSIBILITY OF CONTRACTORS: EACH SUBCONTRACTOR AND THE GENERAL CONTRACTOR ARE SECURELY IN PLACE AS REQUIRED. TOTAL PROPOSED AREA:2,973 SF \ NEW KITCHEN `� RESPONSIBLE FOR WORKMANSHIP AND MATERIALS.EACH SUBCONTRACTOR AND THE GENERAL ADDITION 0 SF W/ CONTRACTOR ARE RESPONSIBLE FOR THE CARE AND PROTECTION OF HIS OWN WORK AND 19.CONCRETE PROTECTION FOR STEEL REINFORCEMENT-CONC.COVER SHALL BE AS FOLLOWS: CRAWL SPAC MATERIALS. a. FOOTINGS AND OTHER CONC.POURED AGAINST EARTH-3" (ADDITION I FOR STORAGE �� +v ' b. FORMED CONC.EXPOSED TO EARTH-2"FOR BARS LARGER I "� \ THAN#5 AND 1Y2 FOR#5 AND SMALLER BARS DRAWING LIS T (i40 SF) �5 \ / LINES FOR 15. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED OSHA c. SLABS-1 \ ZONING CODE STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE.THIS ARCHITECT i \ SETBACKS AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD HARMLESS BY THE OWNER,GENERAL 20.EXCAVATION FOR NEW CONCRETE FOUNDATION TO BE COMPLETED TO MINIMIZE OR PREVENT ANY \\U EXISTING CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS OR INJURIES WATER > CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE/ACTUAL/POST CONSTRUCTION PHASES UNDERMINING OF THE EXISTING FOUNDATION WALLS.EXISTING FOUNDATION WALL SHOULD NOT OF THIS PROJECT. BE EXPOSED MORE THAN 4'SECTIONS HORIZONTALLY. IF WALLS ARE UNDERMINED.GENERAL []EXIST. O / METER 9 CONTRACTOR IS PROVIDE UNDERPINNING.ARCHITECT OF RECORD IS NOT RESPONSIBLE FOR A-100 SITE PLAN,NOTES&DWG LIST UNDERPINNING DRAWINGS OR MEANS AND METHODS. A-200 EXIST./DEMO.FLOOR PLANS&NOTES �EcuZATION 16. LIENS: ALL SUBCONTRACTORS AND THE GENERAL CONTRACTOR WILL DELIVER TO THEA-201 EXIST./DEMO.FLOOR PLANS&SECTIONS CONSTRUCTION PROJECT MANAGER,A COMPLETE RELEASE OF ALL CLAIMS ARISING OUT OF THIS A-202 EXIST./DEMO.EXTERIOR ELEVATIONS olo Vcv CONTRACT. A-30A-3010 PROP.ROOF PROP.FIRST FLOORRPLAN&SECTION SECTION Vc 17. EACH CONTRACTOR WILL BE RESPONSIBLE FOR HIS OWN EQUIPMENT AND MATERIALS USED IN FRAMING NOTES A 302 PROP.FIRST FLOOR ELEC.PLAN&SECTION CO 9 Vc CONSTRUCTION AND DELIVERED TO THE JOB SITE,TO BE INSTALLED BY THE CONTRACTOR.THE A-304 PROP.BASEMENT PLAN& FL ELEVATION DTLS UNrY ROAD-48 �j gyp, OWNER,ARCHITECT AND/OR ENGINEER WILL NOT BE HELD LIABLE FOR STOLEN EQUIPMENT, MATERIALS OR DAMAGE OF THE SAME ON THIS JOB SITE. 18. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED BY EACH 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2 UNLESS NOTED OTHERWISE. Fb=850 psf, TRADE.HOWEVER,EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES,ALONG E=1,600,000 psi "REFER TO RESCHECK FOR ENERGY CODE COMPLIANCE. WITH A BROOM FINISH AT THE END OF EACH WORKING DAY, 2. ALL LUMBER SHALL BE SEASONED TO 19%MAXIMUM MOISTURE CONTENT. PROJECT \ 19. REFER TO ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL GENERAL NOTES,ABBREVIATIONS AND SYMBOLS. 3. ALL WOOD IN CONTACT WITH CONC.,MASONRY OR SOIL SHALL BE PRESSURE TREATED. MEJIA RESIDENCE ` ` 20. MATERIALS AND SYSTEMS NOTES ARE TYPICAL IN NATURE AND APPLY TO MULTIPLE DRAWINGS. 4. INSTALL ANY LAG SCREWS IN DRILLED LEAD HOLES w/A DIAMETER EQUAL TO 3/4 OF THE NOTES ON ANY ONE DRAWING ARE TO APPLY TO ALL OTHER SIMILAR MATERIALS AND SYSTEMS SHANK DIAMETER(DO NOT HAMMER IN LAG SCREWS). WAX OR SOAP THE LAG SCREWS. , 36595 COUNTY ROAD 48 \ �' 0�• PROVIDE WASHERS UNDER HEADS BEARING ON WOOD. UNLESS NOTED OTHERWISE. THE GENERAL NOTES APPLY TO ALL THE CONSTRUCTION DOCUMENTS. 5. BOLT HOLES SHALL BE DRILLED)/16"LARGER THAN THE BOLT DIAMETER,PROVIDE WASHERS PECONIC, NY 11971 21. GENERAL CONTRACTOR TO COORDINATE FLOOR AND WALL PENETRATIONS WITH THE CONSTRUCTION UNDER ALL BOLT HEADS AND NUTS BEARING ON WOOD,HOLES SHALL BE PROPERLY ALIGNED. PROJECT MANAGER,INCLUDING BUT NOT LIMITED TO MECHANICAL,ELECTRICAL AND PLUMBING. ANY OPENINGS IN FLOOR JOISTS TO BE CENTERED AND NOT EXCEED j OF THE DEPTH. 6. TOP PLATES SHALL BE DOUBLED ON ALL STUD WALLS. ARCHITECT 22. FOR THE'URPOSE OF THESE DRAWINGS AND SPECIFICATIONS,THE TERM"BY OWNER"SHALL MEAN 7. CRIPPLES UNDER HEADERS SHALL BE CONTINUOUS TO PLATE. Katherine Serrano SOSa ITEM PRCVIDED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AS PART OF THE WORK OF g BLOCK ALL STUD WALLS AS REQUIRED FOR SHEATHING. AIA NCARB I LE ED Green Associate THIS CONTRACT. THE TERM"NOT IN CONTRACT'(NIC)SHALL MEAN AN ITEM PROVIDED AND AIA I ine.SerranoSosa@gm Associate INSTALLED BY THE OWNER UNDER A SEPARATE CONTRACT. Kat9. BLOCKING 2"WIDE OF EQUAL DEPTH OF THE MEMBERS SHALL BE PROVIDED BETWEEN ALL 516-640-6498 SITE PLAN 23. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2020 NYS EXISTING BUILDING CODE JOISTS AT THEIR SUPPORTS AND CENTER SPAN. DEPTH OF BLOCKING TO BE REDUCED BY 2" 1/16"1 1-0„ AND 2020 NYS RESIDENTIAL BUILDING CODE,2020 NYS ENERGY CONSERVATION AND OTHER FOR VENTILATION WHERE REQUIRED. DRAWING TITLE = PERTAINING CODES. 10.BEAMS,GIRDERS AND JOISTS SUPPORTING BEARING WALLS OR OTHER CONCENTRATED LOADS SHALL NOT BE NOTCHED. HOLES IN JOISTS,BEAMS AND GIRDERS SHALL NOT BE SITE PLAN B. DIMENSIONING LARGER THAN THE DEPTH OF THE MEMBER AND SHALL BE LOCATED WITHIN THE CENTERQ� 7 HALF HOLESOF THE AND NOTCHES N AN. ALLSUDS SHALL NOT EXCEED 1LES SHALL BE CENTEREDWN DITHf AMETERN THE EPTH OF THE MEMBER. NOTES, CX 1. ALL DIMENSIONS ARE IN FEET-INCHES UNLESS NOTED OTHERWISE. DWG�/G LIST 2. DIMENSIONS GOVERN.DO NOT SCALE DRAWINGS. 11.INSTALL ALL HORIZONTAL MEMBER WITH CROWN UP. ' 12.ALL MEMBERS IN BEARING SHALL BE ACCURATELY CUT AND ALIGNED SO THAT FULL BEARING 3. VERIFY DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH THE WORK.NOTIFY THE ARCHITECT OF IS PROVIDED WITHOUT THE USE OF SHIMS. BEARING POSTS SHALL HAVE FULL BLOCKING OR RECORD OF ANY DISCREPANCIES. SUPPORT UNDER THEM. DATE: 05.29.21 4. EXTERIOR WALLS ARE DIMENSIONED TO THE EXTERIOR FACE OF BRICK OR STRUCTURAL SHEATHING 13.ALL RAFTERS SHALL BE NOTCHED FOR FULL BEARING AT ALL SUPPORTS. PROJECT NO.: 210005 UNLESS NOTED OTHERWISE. 14.ALL JOISTS SHALL HAVE A MINIMUM OF 2"BEARING AT ALL SUPPORTS. 5. INTERIOR WALLS AND PARTITIONS ARE DIMENSIONED TO FACE OF STUD UNLESS NOTED OTHERWISE. 15.LAPPING JOISTS SHALL HAVE 6"LAPS CENTERED OVER INTERIOR SUPPORTS. USE SOLID DRAWN BY: KSS BLOCKING OR STRONG BACK OVER. SCALE: AS NOTED 6. DOORS ARE LOCATED BY THEIR JAMB RELATIVE TO ADJACENT WALLS AND PARTITIONS.DOOR 16.FOUNDATION SILL PLATES SHALL BE BOLTED TO CONC.w/ANCHOR BOLTS OF SIZE AND OPENINGS ARE DIMENSIONED TO THE STRIKE OR HINGE FACE OF THE DOOR FRAMES. ALL INTERIOR SPACING AS INDICATED S THE DRAWINGS. PROVIDE. MIN.OF TWO(2)BOLTS FOR EACH DOORS AT 4"FROM PARTITION WALL UNLESS NOTED OTHERWISE. PIECE AND WITHIN 12"OF EACH END. DWG• NO.: C. MISCELLANEOUS 17.ALL PLYWOOD WALL SHEATHING SHALL BE APPLIED AS FOLLOWS: A- 1 O a. CENTER VERTICAL JOINTS OVER STUDS AND CENTER HORIZ.JOINTS 1. SEAL EXTERIOR JOINTS AROUND DOORS,WINDOWS AND LOWER FRAMES AND AT PENETRATIONS OF OVER BLOCKING OR PLATES. MECHANICAL,ELECTRICAL AND PLUMBING ELEMENTS TO PREVENT AIR AND WATER LEAKAGE. b. APPLY GYPSUM WALL BOARD SO THAT END JOINTS OF ADJACENT SHEETS DO NOT OCCUR OVER THE SAME STUD. SEAL He SIGNATURE: 2. ISOLATE DISSIMILAR METALS EFFECTIVELY FROM EACH OTHER TO PREVENT ELECTROLYTIC ACTION. 18,PLYWOOD SUBFLOORING AND ROOF SHEATHING SHALL BE INSTALLED w/FACE GRAIN AT RIGHT ANGLES TO SUPPORTS AND BE CONTINUOUS OVER TWO(2)OR MORE SPANS. ALLOW �RGD AF? 3. PROVIDE ACCESS PANELS AS REQUIRED FOR MECHANICAL AND PLUMBING VALVES. FOR A MIN.SPACE OF)/8"AT JOINTS FOR EXPANSION AND CONTRACTION OF PANELS U.N.O. 5� SEF& 2�� 19.PROVIDE FIRESTOPPING AS PER CODE. Q cP 20.FRAMING CARPENTERS SHALL INSTALL SIMPSON STRONG TIE(OR EQUAL)CONNECTORS. w \sT 0424�P� a�TEOF N -r` Copyright © 2021 - Katherine Serrano Sosa NORTH a1. 2' 4' B, 16 ISSUED 2 3 4 No. Date Description A-201 A-201 A-203 1 05.29.21 ISSUED FOR FILING V ol 1 I I I I I I I I CIA r� I I I 1 I I HATCHED AREA:REMOVE EXISTING SHINGLES. REPLACE ANY FELT AND/OR PLYWOOD SHEATHING THAT I REVISIONS IS DAMAGED WITH NEW. No. Date Description I 1 2 1 I I I A-203 A-203 I 1 I I I I I I I I I I rL I _L "L I 4 I I I A-203 I I 11 12'-2" I I I I I L - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I KEY PLAN I 3 — EXIST. PLANT AREA - 2 I ' A-201 3 A-203 i 2 1 EXIST./DEMO ROOF PLAN A-201 1/4" 1'-0" �ADDffION AREA OF LEGALIZATION III I DECK EXISTING TREE ( ' III I (TO BE fl I LEGALIZED) _ 3 I I o DEMOLITION GENERAL NOTES: I I 3'-°" I II I � LEGALIZATION - - - - - - - - I AREA OF DECK TO 1. OBTAIN ALL NECESSARY PERMITS REQUIRED BY ALL AGENCIES HAVING JURISDICTION. AREA OF II BE DEMOLISHED. 2. REMOVE ALL WORK PER DEMOLITION LEGEND AND REFERENCE DEMOLITION NOTES. CONCRETE - CONCRETE PADS TO BE REMOVED � I I o OUTDOOR SHOWER COVNTy RO,gD 3. THE QUANTITIES AND THE EXTENT OF ALL MATERIALS TO BE DEMOLISHED SHALL BE q 1 RETOV4 EXTIERIOR LAYERS OF I TO BE LEGALIZED � 48 VERIFIED IN THE FIELD. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL `� IWA�L DQWNITO STUDS,LEAVE CONDITIONS. I I I INTERIOR LAYER CONCRETE STEPS 5'-11" 2'-0" 2'-4" 1'-4" 2'-5" 2161, I V-5" 1'-5" EXIST. 2'WIDE 4. WHERE DESIGNATED, REMOVE ALL PIPING, PLUMBING, CONDUITS ETC., BACK TO SHUT EXIST. EXIST. EXIST, OFF POINTS. CAP AND SAFE OFF. 2435 1622 11 —I_ =I�— 3034 3624 3638 CONCRETE 5. REMOVE ALL ABANDONED DEVICES, FASTENERS, HARDWARE, ETC. FROM REMAINING �6�� o — ����`� � PROJECT PARTITIONS. PREP (SKIM COAT AND/OR LAMINATE)THE ENTIRETY OF WALLS AS REQUIRED O 1 -� -� IIF t- — — — TO RECEIVE SPECIFIED FINISHES. o ��—� _ _ MEJIA RESIDENCE 6. SEE ARCHITECTURAL DRAWINGS FOR REMOVALS AND OPENINGS REQUIRED FOR ITEMS OF 9'-0" - � REMOVE EXISTING WINDOW, - EXIST. I E T' 36595 COUNTY ROAD 48 WORK AND ITEMS TO REMAIN. @) DOOR AND WALL. KITCHEN I I CL SE 7. DEMOLITION PLAN IS SCHEMATIC IN NATURE INDICATING ARCHITECT'S INTENT. EXACT T a EXIST. GUT DEMO.EXIST. 1 EXIST. EXIST. PECONIC, NY 11971 QUANTITIES AND EXTENT OF REQUIRED DEMOLITION IS TO BE DETERMINED IN THE FIELD o BA HROOM DINING ROOM KITCHEN(INCLUDING ALL I 1 BATHROOM BEDROOM SPLIT MUDROOM �� N LIGHTS&OUTLETS) 1 ( 5'-0" 4" 16'-10" o 8. WHEN DEMOLISHING PART OF EXISTING DECK. GC TO PROVIDE BRACING AND (UNIT do _ — — _ _ L �_ o ARCHITECT STRIJCTURAL SUPPORT. —1 EXIST. 1 0 1 11 Katherine Serrano Sosa 9. EXCAVATION FOR NEW CONCRETE FOUNDATION TO BE COMPLETED TO MINIMIZE OR N CLOSET �5' EXIST, EXIST. 2 2X12 HEADER � AIA I NCARB I LEED Green Associate PREVENT ANY UNDERMINING OF THE EXISTING FOUNDATION WALLS. EXISTING 1 -- — — --S-Z — — _ �o��s� do 3036 A-03 Katherine.serranoSosa@gmail.com FOUNDATION WALL SHOULD NOT BE EXPOSED MORE THAN 4 SECTIONS HORIZONTALLY. A-2o3 N 10-0 7-0 3-0" 2-2' �5 516-640-6498 IF WALLS ARE UNDERMINED. GENERAL CONTRACTOR IS PROVIDE UNDERPINNING. —F--DOWN 0 11'-0" ARCHITECT OF RECORD IS NOT RESPONSIBLE FOR UNDERPINNING DRAWINGS OR MEANS N 2817 �5� DRAWING TITLE AND METHODS. � oo ��s o EXIST./D 77777777,77,7777771- DOWN � ���T / EMO. TFLOOR PLANS GENERAL NOTE FOR LEGALIZATION AREAS: _ 7M T SPLIT - r � EXIST. & NOTES ' 3136 UNIT @� C) 3036 1. OWNER SELF-BUILT AREAS TO BE LEGALIZED. EXIST. N `x -10" 10'-10" o LIVING ROOM Cm EX T. o DATE: 05.29.21 BEDROOM EXIST. w EXIST. CLOSET ER IR DOM BDOOM PROJECT No.: 210005 0 18'-0" 3'-4" EL E. - DRAWN BY: KSS 10T M 10'-0" SCALE:2'- " 12'-$" AS NOTED (�>o . DWG. No.: EXIST. EXIST, EXIST. EXIST. EXIST. A-200 . 00 2450 5050 2450 3650 3650 3 A-201 A-201 EXIST. EXIST, PLANT AREA 1771 PORCH El SEAL & SIGNATURE: AREA OF LEGALIZATION EXIST. PLANTAREA p ARC/1����'� PSERR TFc� \Cl qti EXIST.CONCRETE STEPS ANO p�A7-/ 2 EXIST./DEMO FIRST FLOOR PLAN sTg7EOV Copyright @ 2021 - Katherine Serrano Sosa NORTH o' 1' 2' 4' s, 16' ISSUED —_ No. Date Description 41 111771 1 1 05.29.21 ISSUED FOR A-203 FILING I r[pF EXIST.MAIN STRUCTURE 1 ' I OF DECK:(2)2"X10"DOUGLAS FUR EXIST,2"x6" DECK RAFTERS 7 T7 ( 1 @ 16"O.C. ' - - - - - - II III EXIST.2"x6" I ' DECK RAFTERS H @ 16"O.C. 2 A-201 I ! !I 44 EXTERIOR TREATED WOOD IN REVISIONS CONCRETE FOUNDATION TUBES(3 FT DEEP) No. Date Description -- -- - , I - --- - - 1� 07.02.21 TOWN II II DECKI REVISIONS I I I (TO BE LEGALIZED) !J 1 I I 1 I ( (31--- EXISTING TREE EXIST.2"x6" I DECK RAFTERSI L — @ 161,O.C. II II , I EXIST.2"X6" EXIST.2"x6" F —I`�� I 1 DECK RAFTERS - DECK RAFTERS (ARRA OF DECK TO � i @ 16"O.C. @ 16"O.C. 3 I I I I BEIDEMOLISHED. I I A-201 I I I I I I 1 1 I I I I I II 3017 3017 KEY PLAN WINDOW TO BE REMOVED {i f I CU EXIST. v UNFINISHED BASEMENT I C I I CDco I I _n EXIST.4"RADIUS EXIST.4"RADIUS EXIST ! CONCRETE-FILLED COLUMNS WITH CONCRETE-FILLED COLUMNS WITH 3017 ! ' 2411x24"x12"CONCRETE FOOTING. 24"x24"x12"CONCRETE FOOTING. ! - ----II I ADDITION UNEXCAVATED SPACE f — — — — - - — EXIST.(312X8 BUILT-UP GIRDER C - - - r I � I 2 1 EXIST. STAIR ' A-203 EXIST. 0 3017 i I �` �p I LEGALIZATION 1 co I UP COUNTY ROAD_4_8-J I , PROJECT MEDIA RESIDENCE 3 2 36595 COUNTY ROAD 48 A-201 A-201 PECONIC, NY 11971 — — ARCHITECT Katherine Serrano Sosa AIA I NCARB I LEED Green Associate AII( 3 Katherine.SerranoSosa@gmail.com A-203 516-640-6498 1 EXIST./DEMO BASEMENT PLAN DRAWING TITLE EXIST./DEMO. FLOOR PLANS 4r"- X14 & SECTIONS REMOVE PORTION OF EXISTING REMOVE PORTION OF EXISTING GUTTER AND ROOF GUTTER AND ROOF DATE: 05.29.21 REMOVE EXTERIOR LAYERS OF ( IST. SOFFIT TO PROJECT No.: 210005 WALL DOWN TO STUDS AT B REMOVED AREAS NOTED IN PLAN AND ELEVATION = I I I 1 I I IST.KITCHEN CABINETS AND DRAWN BY: KSS � �— — —1 P WER OUTLETS TO N B REMOVED SCALE: AS NOTED I EXIST. --V- — I— —1 — 1-- r T T o I o o = EXIST. ti _ II II DWG. No.:KITCHENTL EXIST. n n BEDROOM LIVING ROOM ` 1PORCH 111 Ilii MUDROOM co II11 I►„ II II II II II IIIIIIIIIIIIIIIIIIII I� A-201 . 00 III I 1 I I I RE OVE EXIST.KITCHEN FLOORING N N 11 I I II II II II 1111 II I I II II 1111 II II II Lau lLII1LILll LI I __tI r___ SEAL & SIGNATURE: � PCO PRCHlT`cCT . I I EX T.FLL, I I I �tiQ\OPSER/�q�.cP � UNFINISHE ASEMENT M �► r�`I w z� E Cr 143 LJ LJ LJ LJ LJ LJ LJ LJ AREA OF DECK TO AREA OF DECK TO AREA OF DECK TO AREA OF DECK TO BE LEGALIZED. BE DEMOLISHED. BE LEGALIZED, BE DEMOLISHED. AREA OF LEGALIZATION 04,Z�0 � �1'`�, � � p J U L — 6 2021 TATE of EXIST./DEMO SECTION OF WHAT WAS THE GARAGE t;.;iT.Efa;,T BT (_,)�EXIST./DEIVIO SECTION OF MAIN HOUSE 3 Copyright © 2021 - 1/4 - 1-0 'F T` Katherine Serrano Sosa NORTH o, 1' 2' 4' 8' 16' ISSUED No. Date Description 1 05.29.21 ISSUED FOR FILING 41712- -14 41 ® —14 11 \LjiLj M , �I7I� �� I I �� m-1—Tin III II II ii EXIST. EXIST, II I I I I II II I I II II II I I II II I I II II I I I I 2817 3036 3036 REVISIONS III I II II II II II II it I I II II II II it II II 3136 No. Date Description _IJLILll I 1U11LILll LI 11 IIITIl IIITII III - - - - - - - - - - - - - - - - - 10 07.02.21 TOWN 1111 11 1111 11 111111 111 11 IT 11 T I fl IT-d 114 REVISIONS 7— - - - - - - - - - - - - - - - - - - - - iiEXl Tj#/EXIST,] 2 07.09.21 TOWN VISIONS II I I I I I I II II II II - - - - - - --- - - - - - - -- - - -- - - - LJ LJ LJ L I I I I I I I I I I I I I I I AREA OF DECK TO AREA OF DECK TO I L J L J L_ J L J L_J TO BE LEGALIZED. BE DEMOLISHED. ( ( I I AREA OF DECK BE LEGALIZED, AREA OF LEGALIZATION (�j-)IEXIST./DEMO SOUTHWEST ELEVATION r EXIST./DEMO NORTHEAST ELEVATION 1/4"= 1'-0" KEY PLAN i i t i l REMOVE EXISTING ( ' WALL TO MAKE NEW WALL OPENING4// 4// ;0/ {AMMON t W/NEW HEADER � / (WINDOW ROUGH I OPENING TO BE 3-6 8' A ,/ f T AND 4'-8 Z" / IT 11 111 / EXIST. DOOR 11 11 u IT / f EXIST. EXIST. i LEGALIZATION i 3650 3650 —I — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �ouNTYROAp.4s I I - - - - - - -- - - - -- -- - - - -� I PROJECT i MEJIA RESIDENCE - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - 36595 COUNTY ROAD 48 - - - - - - - - - - - - - - - - --- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - — AREA OF LEGALIZATION PECONIC, NY 11971 ARCHITECT q EXIST./DEN40 SOUTHEAST ELEVATION Katherine errano o REMOVE EXISTING WALL A AI NCARBSLEED Green Associate TO MAKE NEW WALL OPENING ine.SerranoSosa@gmail,com W/NEW HEADER REMOVE EXISTING WALL 516-6 516-640-6498 TO MAKE NEW WALL OPENING REMOVE EXISTING WINDOW, W/NEW HEADER DRAWING TITLE DOOR AT GREY HATCHED AREAS REMOVE EXTERIOR LAYERS OF EX I ST JD E M O. WALL DOWN TO STUDS EXTERIOR ELEVATIONS EXIST. EXIST. EXIST. n -I _ 3624 3034 , — �j DATE: 05.29.21 i Ir .1 Ll II IIT I ; I 1 LL—JJ , I ❑ '� % DRAWN BY: KSS OUTDOOR SHOWER1 10I — — — I SCALE: AS NOTED HEAD&ENCLOSURE �' IIIITIFHUll Ili III ISI TO BE BE LEGALIZED 111111 JLJII � . o.: 4 I�IW11J11LILU A-202 . 00 OEXIST. - - - - L_ – _ _ _ _ _ _ _ _ _ _ _ _ _ L -�J � SEAL & SIGNATURE: WINDOWI I PRCHIrE� TO BE I I - - - - - - - - - - - - - --�L, �Qt��PSERRA 0 REMOVED J LJ LJ LJ \o AREA OF DECK TO AREA OF DECK TO I —�(w` w Z - Cr BE LEGALIZED. BE DEMOLISHED. I i''• - - - - - - - - - - - - - - - - - - - - - - --- - - -- - - - - - - -- - - - - - - - - - -- - -- - - - - -- - - - - - - _� o0 - - - - - - - - - - -- - - - -- - - - - - - -- - -- - - - -- - - -- - Jl __ � . - -- - - - - - - - - - - - - - - - - - - - - - - AREA OF LEGALIZATION 'STATE°`` EXIST./DEMO NORHT WEST ELEVATION Copyright © 2021 - 4 Katherine Serrano Sosa ISSUED No. Date Description 1 05.29.21 ISSUED FOR EXISTING ON ONN SHINGLE30#FELT CONSTRUCTION GENERAL NOTES FILING NEWTOMATCN2 ON 5/8"'EXT GRADE PLYWOOD 2 A-302 SHEATHING&R-5 RIGID INSULATION A-300 1. ALL DIMENSIONS ARE FINISH TO FINISH. ALL DIMENSIONS ARE TO BE FIELD VERIFIED. ON ROOF FRAMING REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION, 2. ALL EXISTING DRYWALL REMAINING TO BE PATCHED,TAPED & SPACKLE TO MAKE NEW NEW ALUM.GUTTER TO (TYP. FOR ALL CONSTRUCTION AREAS). MATCH EXIST. (TYP.) 3. WHERE NEW ITEMS, SUCH AS RECEPTACLES ARE SHOWN TO BE BUILT INTO EXISTING CONSTRUCTION -CUT, PATCH AND REBUILD AS REQUIRED. 2 I I 2 4. GENERAL CONTRACTOR TO REPLACE OR REPAIR ANY EXISTING CONSTRUCTION DAMAGED A-302 I I� A-302 BY NEW CONSTRUCTION WORK. 5. GENERAL CONTRACTOR TO CHALK ALL THE PARTITION LINES FOR ARCHITECT APPROVAL 12 I / ' 1 I HATCHED AREA INDICATES ICE AND WATER SHIELD, PRIOR TO STARTING CONSTRUCTION. 4� I �I I� 24"MIN.FROM PERIMETER OF ALL ROOFS AND 6. MAINTAIN AND/OR RESTORE THE FIRE RATING AT ALL AREAS DESIGNATED FOR SUCH 2 I I� 2 1'-0"ON BOTH SIDES OF ALL HIPS,VALLEYS AND RIDGES(TYPICAL) APPLICATION DUE TO DAMAGE FROM SCOPE OF DEMOLITION AND CONSTRUCTION. A-301 NEW 2"x8" ( � I A-301 7. GENERAL CONTRACTOR TO PROVIDE PROPER PROTECTION OF ALL EXISTING TO REMAIN E4-04 ROOF RAFTERS ROOF RAFTERS @ 16"D.C. � @ is O.C. I ITEMS DURING ALL PHASES OF CONSTRUCTION. REVISIONS ( NEW ALUM.GUTTER TO CONNECT WITH EXIST,GUTTER. 8. ALL OPENINGS (WINDOWS, DOORS, ETC)TO HAVE (3) 2x8 HEADERS UNLESS NOTED OTHERWISE No. Date Description 9. CONTROL AND EXPANSION JOINTS ARE REQUIRED FOR ALL REQUIRED MATERIALS AND SHALL BE r- - - - - - - - - - - - - - - - � - - - - - - - - - i� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COORDINATED BY THE CONTRACTOR 10. ANY GLASS WHICH IS WITHIN 18"OF A FINISHED FLOOR OR PLATFORM SHALL BE TEMPERED OR SAFETY \ (� NEW METAL FLASHING I GLASS AT OPEN VALLEY I 11. VENTILATION SHALL BE PROVIDED IN THE AMOUNT OF 4%OF THE FLOOR AREA OF THE Iy / ( NEWLY ADDED KITCHEN AS PER CODE o NEW METAL FLASHING � \ 12. WINDOWS SHALL BE PROVIDED IN THE AMOUNT OF 8/o OF THE FLOOR AREA OF THE AT VALLEY NEWLY ADDED KITCHEN AS PER CODE I � I I( I � I rl I I I YI I NV,r I 13. WINDOWS HAVE BEEN DESIGNED W/A MINIMUM DIMENSION OF 24 HEIGHT AND A MIN.N OPENING WIDTH OF 20 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE TI I OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. I I I I HATCHED AREA:INSTALL NEW ICE AND WATER SHIELD(14"). REINSTALL SHINGLES TO MATCH EXISTING. I I I I 1 I 2 A-203 I I i A-203 KEY PLAN I � I I � I I I - - I I I � - - I I I I I TL I NL TL I I I I I I ( I I I I I I I I ADDITION i I i - - - - - --- - - - - - - - - - - - - - - I I I - I i L11GALIZATION 3 I I GC NOTES: a.-3o4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1. ALL LUMBER TO BE DOUGLAS FUR #2 _ _ 2. ALL EXTERIOR LUMBER TO BE PRESSURE TREATED WOOD - J COUNTY ROAD 48 2 ROOF DESIGN LIVE LOAD = 50 # PER S.F. ROOF DESIGN DEAD LOAD = 10 # PER S.F. 4" UPI 4" UPI ROOF 1 PROPOSED ROOF PLAN A-300 TJ!Rill L 1/4"= 1'-0" ROOF I ROOF 1 4111 4"I PROJECT I 1 �� �y� MEDIA RESIDENCE 1 4° 1Y" i 36595 COUNTY ROAD 48 NEW SHINGLE TO MATCH I I I 1 PECONIC, NY 11971 EXISTING ON 30#FELT 4"1 1 14111 ON 5/8"EXT.GRADE PLYWOOD I I SHEATHING&R-5 RIGID INSULATION ON ROOF FRAMING(BEYOND) 1 i r 1Ya1 _, _y „ ARCHITECT NEW 2X8 CEILING RAFTERS @ 16"O.C. NEW METAL FLASHING 41 12 1Y"r 1Y"I 1Y"1 1 1v. Tf2 1Yz r�lY ( 1Yz 1 1Yz 1 Katherine Serrano Sosa t AIA NCARB LEED Green Associate CONTINUOUS INSULATION NEW R-25 BATT INSULATION - 1 EXISTI G 1 4' NEW KITCHEN 1 BATHR OM 1 1 I I 12 I BATHR OM I -T-1 I TO BE LEG LIZED 4' EXTERIOR Katherine.SerranoSosa@gmail.com NEW 2X8 CEILING JOISTS @ 16"O.C. - ---- - ------- -- --14 1 WC LAV REF. DW I WC LAV 1 SHO�NTOR 516-640-6498 C.O.D.P.SHO ER 1 2 2, C.O.D.P.C.O.D.P.SH 1 ER 1 LEGALIZE C O D P�- �'OF.A.I. FIRST FLOOR DRAWING TITLE " „ 1Ir PROP. NEW (3)2X8 HEADERS _- ROOF 2" 2" NEW DOUBLE HUNG WINDOW d 2' 2 1 NEW RAILING POST NEW •* 4" I PLAN, RISER TO MATCH EXISTING DINING ROOM - 1 DIA. & SECTION - NEW 2X6 STUD WALL W/R-21 BATT INSULATION OR EQUAL AND r R-5 CONTINUOUS INSULATION INSTALL ONE NEW LAYER NEW MILLWORK CABINETRY r 4" 4 4" TO "GYP.BD NEW PAINT,BASE AND FLOORING TO o HOUSETRAP OF 5/8EXIST. APPROVED ti DATE: 05.29.21 J°� PORCH MATCH LIVING ROOM AT LIVING ROOM EXISTS SANITARY SYSTEM o NEW DINING ROOM AREA PLUMBING NOTES. PROJECT NO.: 210005 D.W. °❑ NEW FLOORING WITH PLYWOOD SUBFLOOR _ 1. ALL PLUMBING WORK,MATERIALS AND METHODS OF INSTALLATION ARE TO BE IN CONFORMANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. DRAWN BY: KSS 2. PROVIDE HOT AND COLD SHUT-OFF VALVES AT ALL FIXTURES. NEW-(-3-)2x8 3. ALL WATER PIPING TO PITCH BACK TO WATER HEATER. AREA OF CK TO NEW 2x8 CEILING JOISTS @ 12"O.C. 1211 4. TRAP/WASTE SIZES FOR FIXTURES SHALL BE AS FOLLOWS:DISHWASHER-2",KITCHEN SINK-2", OR AS PER RISER DIAGRAM. SCALE: AS NOTED BE LE LIZED. +1W/R-25 BATT INSULATION&(1) - 5. ALL VENTS TO BE 4"DIAMETER WHERE THEY PENETRATE THE ROOF. LAYER OF GYP,BD 6. APPROVAL OF ALL PLUMBING MUST BE OBTAINED FROM APPROPRIATE LOCAL AUTHORITIES PRIOR TO CONCEALMENT. DWG. NO.: 7. CUTS OF FIXTURES FOR OWNER'S APPROVAL. NEW R-10 CONTINUOUS EX T. �, 8. COIN RACTOR SHALL NOT C T JOISTS,S STUDS,OOR TO ORDERING,CONTRACTOR SHALL R OTHER STRUCTURAL CTURAL MEM ERS WITHOUT THE APPROVAL OF THE ARCHITECT. �� z RIGID INSULATION UNFINISHE BASEMENT A-300 . 00 N W/(1)LAYER OF GYP.BD M 9. UNDERGROUND COPPER SHALL BE TYPE"K"COPPER. ow ti 10. ALL SOLDERS USED ON PROJECT SHALL BE CERTIFIED TO BE LEAD-FREE. 11. PROVIDE FULL METAL STRAPS AND HANGERS TO INSURE PROPER INSTALLATION OF ALL PIPING. co NEW CONCRETE FOUNDATION 12. WRAP ALL PIPING WITH INSULATION OF SUFFICIENT THICKNESS TO SATISFY THE ENGINEERING REQUIREMENTS FOR HEAT FLOW,VAPOR FLOW AND L _J L J 'i (TIED INTO EXISTING) WEATHER-PROOFING IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL CODES HAVING JURISDICTION. SEAL He SIGNATURE: 5/8" 12"ANCHOR BOLTS - - - - - - 3'-0"(TYP.) @ 24"O.C.W/SQ.WASHERS 13. CONTRACTOR SHALL INSTALL COMPLETE DOMESTIC WATER SUPPLY AND SANITARY SYSTEM AS INDICATED. SPRAYED ON DAMPROOFING OVER PROP,12"POURED CONCRETE ALL NEW FOUNDATION WALLS EGD ARC W/ FOUNDATION WALL W/ �0 �A SEq ccs, 111 RIGID INSULATION/PROTECTION BOARD #6 BARS CONTINUOUS @ 16"O.C. HORIZONTALLY AND VERTICALLY NEW R-10 CONTINUOUS RIGID INSULATION 3'-0"HOR.AROUND PERIMETER OF SLAB PROP.4"CONCRETE SLAB REINFORCED W/60601010 WWM ABOVE, O PERFORATED PVC DRAINAGE TILE/PIPE 12"x24"POURED CONCRETE ON 4 MIL.VAPOR BARRIED W/SEAMS TAPED ON 4"CLEAN W/CRUSHED STONE AROUND IT&FILTER FABRIC, FOOTING W/3#6 BARS CONT. WELL GRADED SAND&GRAVEL CONNECT TO DRYWELL SYSTEM &#4 TIES 24"O.C. 042413Q� ��9TEOF N - o. .., EXIST./DE'MO FIRST FLOOR PLAN NORTH 0, 1' 2' 4' 8' 16' Copyright @ 2021 - Katherine Serrano Sosa NORTH p' 1' 2' 4' 8' 16 ISSUED No. Date Description 1 05.29.21 ISSUED FOR FILING v A� 12'-2" INSTALL NEW EXHAUST HOOD THAT MEETS CODE NEW CONTINUOUS RIDGE VENT NEW SHINGLE TO MATCH NEW 2x10 RIDGE EXISTING ON 30#FELT NEW 2x6 COLLAR TIES @ 16"O.C. EXIST. ON 5/8"EXT,GRADE PLYWOOD PLANT AREA SHEATHING&R-5 RIGID INSULATION NEW R-25 BATT INSULATION INSTALL NEW EXHAUST HOOD ON ROOF FRAMING REVISIONS THAT MEETS CODE _ NEW ICE AND WATER SHIELD, No. Date Description NEW 2X8 CEILING RAFTERS @ 1611O.C. 4 —14 2'-0"MIN. NEW(3)2X8 HEADERS 2 NEW 2"CONTINUOUS RIGID INSULATION NEW 2X8 CEILING JOISTS @ 16"O.C. 0 07.02.21 TOWN FOR WINDOW OPENING A-300 NEW GUTTERS 3 NEW INVIS.VENT,VENTED BEADED SOFFIT REVISIONS A-304 11'-8" TO MATCH EXISTING NEW 2X6 STUD WALL W/R-21 2 07.09.21 TOWN REVISIONS -0" 3'-0" -9" 2'-0" 1'-11° NEW (3)2X8 HEADERS BATT INSULATION OR EQUAL AND R-5 CONTINUOUS INSULATION 4"CONCRETE SLAB 81-6� NEW(3)2X8 HEADERS NEW WOOD DOOR W/DRAIN 2 NEW NEW FOR WINDOW OPENING NEW MILLWORK CABINETRY W34 10 W20210 NEW CONCRETE WALLS _ __ _ _ NEW WOOD HANDRAILS 3' 0' HIGH MIN.) o NEW FLOORING WITH &STAIRS WITH METAL RAILING DECK EXISTING TREE ( 4"MAX CID °° a PLYWOOD SUBFLOOR FOR CRAWL SPACE ENTRANCE 3,-6„ • 000 Q. � N I, �TO BE 2 NEW WOODEN STAIR WITH 2 0 0 2,�1 LE ALIZED) — o 0 0 0 0 A-302 ((4)STEPS 7 "RISER AND 12"THREAD A-302 Fo v INSTALL LAST RISERTO LAY ON TOP OF N, y NEW KITCHEN �— NEW WOODEN STAIRS CABINETS, EXISTING CONCRETE PAD 6 AND HANDDRAILS SINK&REF. �D'W'I PROVIDE WATERLINE'-0" = LAST RISER TO LAY ON TOP OF C) NEW 3 2z8 NEW 2x8 CEILING ( ) -�- � TO NEW DISHWASHER - JOISTS @ 16"O.C. r EXISTING CONCRETE PAD NEW 2x8 CEILING JOISTS @ 12"O.C. 2 - I I STALL ONE NEW LAYER 2 PROVIDE(1)2x8 INTERM DATE cc . NEW +i LAYER 5BATTGYPINSULATION&(1) SUPPORT AT EACH BAY A-301 KITCHEN OF 5/8"GYP.BD W/R-21 A-301 M N ------------ NEW INSTALL ONE NEW LAY R I BATT INSULATION OR o r CONCRETE PADS z 3068 F /8"GYP. D I EQUAL AND R-5 OUTDOOR SHOWER 5/8 12 ANCHOR BO S Lu Lo C ONTINUOUS INSULATION ti 24 O.C.W/SQ.WASHES NEW R-10 CONTINUOUS Z - KEY PLAN TO BE LEGALIZED @° RIGID INSULATION `t 0 4'-2" REF. _ _ NEW 4x4 EXTERIOR TREATED WOOD EM EDDED W/(1)LAYER OF GYP.BD - EXIST. 2'WIDE - "' r IN CONCRETE FOUNDATION _ � CONCRETE STEPS i r---5-11 J21-011 2-4 1-4 21-511 NEW(3) N J NEW(3) EXIST. EXIST, , . •. ,. ..:. o CONCRETE ,: .,� . . ':� M o I I I in . I ­ ­ 2435 162 2X8 HDR X8HDR__ 3624 3638 L J L .J 3068 / 3068 / EXIST. 3'-0"(TYP.) SPRAYED ON FOUNDATION WALLS OVER PERFORATED PVC DRAINAGE TILE/PIPE ALL NEW FOUNDATION WALLS W/ � ® 2-6" 81-10" 21-611 3034 W/CRUSHED STONE AROUND IT&FILTER FABRIC, 1"RIGID INSULATION/PROTECTION BOARD i CONNECT TO DRYWELL SYSTEM NEW R-10 CONTINUOUS RIGID INSULATION 3'-0"HOR.AROUND PERIMETER OF SLAB PROP,12"POURED CONCRETE i ' - , EX . PROP.4"CONCRETE SLAB REINFORCED W/60601010 WWM ABOVE, g_p 0 T12"x24"POURED CONCRETE FOUNDATION WALL W/ ON 4 MIL.VAPOR BARRIED W/SEAMS TAPED ON 4"CLEAN �_ PROVIDE WATERLINE CL SE 3'-10 EXIST. FOOTING W/3#6 BARS CONT. #6 BARS CONTINUOUS @ 16'O.C. WELL GRADED SAND&GRAVEL F a @ LIVING ROOM TO NEW REF. DINING ROOM BATHROOM &#4 TIES 24"O.C. HORIZONTALLY AND VERTICALLY BEDROOM i SPLIT BATHROOM— o EXPANSION NEW PAINT,BASE AND FLOORING TO ADDITION ��� ° ;g MATCH LIVING ROOM AT i UNIT M DROOM o NEW DINING ROOM AREA o ® EXIST. U CLOSET �5�' ` EXIST. EXIST.(2)2X12 HEADER `chis �C� ��e 3036 - N - - `� _. 2 PROPOSED SECTION I ' DOWN I�o`O� >,�o`O 1/4 11-011 i N IEGALIZATIGN v 281,' - - OWN 1 I�P�� I`--- - J 1 ¢ / EXIST. A-203 COUNTY ROAD-48 A-203 w l 3136 SPLIT �, r o 3036 N UNIT �* U CD l - 10 10'-10 � EXIST. N LIVING ROOM EX T. BEDROOMEXIST. CL ET EXIST. N EXI T. BEDROOM BEDROOM PROJECT ROOM AREA:120 SF I AIR VENTILATION REQUIRED:4.8 SF = PROVIDED:8.5 SF TOTAL MEDIA RESIDENCE NATURAL LIGHT REQUIRED:9.6 SF < EX T. CL. Lo PROVIDED:I7.OSFTOTAL CLOSET 36595 COUNTY ROAD 48 30 51-61, PECONIC, NY 11971 � / F� NE EXIST. EXIST. EXIST. EXIST. EXIST. ARCHITECT ' 3650 TW3446 2450 5050 2450 3650 \� i 3NEW(3)2X8 HEADERS 2 EXIST. PLANT Katherine Serrano SOSa A-304 FOR WINDOW OPENING A-3oo AIA I NCARB I LEED Green Associate PORCH I 2 Katherine.SerranoSosa@gmail.com 516-640-6498 NEW AREA OF LEGALIZATION EXIST. PLANTAREA _ DRAWING TITLE EXIST.CONCRETE STEPS11 11 IT 11 1111 PROP. FIRST N ALL NEW WINDOWS ARE ANDERSON 400 SERIES TILT-WASH _ -- GC NOTES: — FLOOR PLAN DOUBLE HUNG VINYL-CLAD WOOD FRAME WINDOWS WITH 1. ALL LUMBER TO BE DOUGLAS FUR #2 — — — — — — — — — — — — — — — — DIAL-PANE LOW-E GLAZING WITH ARGON AND FDL.. 2. ALL EXTERIOR LUMBER TO BE PRESSURE TREATED WOOD I & SECTION 3. TRIPLE ALL JOIST UNDER PARALLEL WALL PARTITIONS DATE: 05.29.21 PROPOSED ROOF DESIGN LIVE LOAD = 50 # PER S.F. — — — — — — — — — — — — — -- —— — —� PROJECT No.: 210005 1 FIRST FLOOR PLAN ROOF DESIGN DEAD LOAD = 10 # PER S.F. I DRAWN BY: KSS — — — — - SCALE: AS NOTED AREA OF LEGALIZATION DWG. No.: A-301 . 00 PROPOSED PARTIAL SOUTHEAST ELEVATION SEAL & SIGNATURE: �O PRCHITECT OPSERRA N Lu Cr UA Y STATE QF Copyright @ 2021 - Katherine Serrano Sosa ISSUED No. Date Description 1 05.29.21 ISSUED FOR FILING GFI O GF. I ELECTRICAL LEGEND 01 3'-0" it 4'-8" 31-011. 421 SYMBOL TYPE OF FIXTURE MANUFACTURER GFII sD GFI SINGLE POLE SWITCH PER OWNER'S SELECTION 1 0 NEW I 42� INTERRUPTER DUPLEX RECEPTACLE w/GROUND FAULTre PER OWNER'S SELECTION KITCHEN 1 42" 42":HT OTHER THAN 18" 1 GFI GFI:GROUND FAULT INTERRUPTER PER OWNER'S SELECTION (POWER SWITCHES & LIGHTS 421 REVISIONS � L:LEGALIZE IN THIS ARBA ARE FOR LEGALIZATION) a I LED HIGH HAT FIXTURE(WP M =WET AREA RATED) PER OWNER'S SELECTION No. Date Description — J I— 42" 5D SMOKE DETECTOR w/BATTERY BACK UP,ALL DETECTORS TO BE HARD WIRED TOGETHER CARBON MONOXIDE DETECTOR w/BATTERY BACK UP,ALL DETECTORS TO BATHROOM - BE HARD WIRED TOGETHER DINING ROOM M 6'-0" _0 EXIST' NOTE:ALL EXISTING POWER/DATA/LIGHTING NOT SHOWN. CLOSE O LIVINGROOMEXIST. EXIST. MUDROOML L EXPANSION SPLIT BATHROOM BEDROOM ELECTRICAL NOTES : UNIT - OL EXIST. 1. ALL ELECTRICAL WORK, MATERIALS AND METHODS OF INSTALLATION //777777777// CLOSET ARE TO BE IN CONFORMANCE WITH ALL APPLICABLE LOCAL CODES AND L — NEC LATEST EDITION. 2. ALL WIRING IS TO BE BX CABLE,CONCEALED IN FLOORS, WALLS AND CEILINGS AS PER CODES. 3. SUPPLY AND INSTALL SMOKE DETECTORS AS PER CODE. 4. PROVIDE ELECTRICAL CONNECTIONS FOR ALL KITCHEN APPLIANCES,LAUNDRY =111IL44LZ 11411111_1771111e�lAPPLIANCES, BATHROOM SPECIALTIES (STEAM UNIT,WHIRLPOOL BATH,ETC. KEY PLAN L CENTRAL VACUUM SYSTEM, HVAC EQUIPMENT AND ALL OTHER ( TELEPHONE, SPLIT COMPUTER,VEDEO,AUDIO, ETC) REQUIRED CONNECTIONS. UNIT 5. CONTRACTOR IS RESPONSIBLE TO VERIFY THAT FIXTURE TYPE IS PROPERLY - - EXIST. LIVING ROOM SUITED FOR ITS INTENDED LOCATION ( DIRECT CONTACT W/INSULATION,ABOVE BEDROOM EXIST, BATH, ETC) ELECTRICAL CONTRACTOR SHALL DETERMINE WHICH FRAME-IN-KIT BEST EXIST. CLOSET EXIST. SUITS EACH LOCATION AND INSTALL ACCORDINGLY-IC OR NOT IC, PROPER DEPTH OL EXIST. BEDROOM BEDROOM ETC. STAIR 6. CONTRACTOR SHALL VERIFY DEPTHS OF ALL FIXTURES TO FIT WITHIN FRAMING PRIOR TO ORDERING SAME. EXIST. CLOSET 7. PROVIDE EXTERIOR OUTLETS AS PER CODE. L 8. PROVIDE THERMAL HOUSING KITS FOR ALL HIGH HATS IN CEILING WITH INSULATION I ADDITION 7,71 I I I POWER SWITCHES & LIGHTS I IN HIS ARBA ARE FOR LEGALIZATION) LEGALIZATION , I COUNTY ROAD-48 Cl PROPOSED ELECTRICAL FIRST FLOOR PLAN 1/4"= V-0" PROJECT NEW SHINGLE TO MATCH EXISTING ON 30#FELT NEW CONTINUOUS RIDGE VENT ON 5/8"EXT.GRADE PLYWOOD SHEATHING& NEW 2x10 RIDGE MEDIA RESIDENCE R-5 RIGID INSULATION ON ROOF FRAMING NEW 2x6 COLLAR TIES @ 16"O.C. NEW 2X8 CEILING RAFTERS @ 16,10 C' NEW R-25 BATT INSULATION 36595 COUNTY ROAD 48 NEW 2"CONTINUOUS RIGID INSULATION PECONIC, NY 11971 NEW GUTTERS AREA OF LEGALIZATION TO MATCH EXISTING ------------- --------------- - ---------- — I NEW ICE AND WATER SHIELD ARCHITECT IF � 21-01,MIN. Katherine Serrano Sosa I 4 2 4FlL II— NEW 2X8 CEILING JOISTS @16"O.C. I AIA I NCARB I LEED Green Associate — I Katherine.SerranoSosa@gmaiLcom - NEW INVIS.VENT,VENTED BEADED SOFFIT I 516-640-6498 ------------------------------------------------- _- NEW 2X6 STUD WALL W/R-21 EXIST. EXIST. EXIST. I BATT INSULATION OR EQUAL AND DRAWING TITLE 38 3624 3034 _ R-5 CONTINUOUS INSULATIOV ------- ---- ---- -- PROP. FIRST NEW WOOL AND HAND I FLOOR ELEC. ❑ PLAN & SECTION OUTDOOR SHOWER o 1 NEW METAL DOOR AND FRAME. HEAD&ENCLOSURE NEW FLOORIN T GC TO COORDINATE OPENING WHEN TO BE LEGALIZED PLYWOOD SUE 0 1 REF. o POURING CONCRETE WALLS, PROVIDE(1)2x8 EDIATE --- INSTALL FLASHING AROUND THE DATE: 05.29.21 SUPPORTATE ly 01 FRAME. PROJECT NO.: 210005 I NEW METAL GUARDRAIL(42"HIGH) NEW(3)2x8 WITH HANDRAIL(@ 36"HIGH) POSTS TO BE EMBEDDED 4"INTO EXIST. NEW 2x8 CEILING JOISTS @ 12"O.C. — DRAWN BY: KSS 3Q i� ARE F DECK TO CONCRETE STAIRS +I W1 R-25 BATT INSULATION&(1) SCALE: AS NOTED B LEGALIZED. LAYER OF GYP.BD 4'MAX #4 BARS CONTINUOUS @ r= z NEW R-10 CONTINUOUS 12"TYP. STAIR NOSIN�S DWG. No.: F"ILu C> RIGID INSULATION PROP.12"P�URED CONCRETE - o w W/ 1 LAYER OF GYP.BD - - — — rfif WSW A-302 . 00 N -FOttNQA,TIO ALL AND CONCRETEI °' a ; : �:. v — —— �TA*W/4AARS CONTINUOUS @ ter= ; L J L J L J _ _ _ _ _ — 16"O.C.HORIZONTALLY AND VERTICALLY. 5/8"� 1211 ANCHOR BOLTS12 x24„ ,=._ POURED CONCRETE SEAL & SIGNATURE: _24”0 C_W/SQ_WASHFB5— — — — — — — — — — — — — — — FOOTING W/3#6 BARS CONT. - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -PERFQRATEDTYCj)BAINAGFTIWIPL — _ _ _ _ _ _ _ _ _ _ _ — — &#4 TIES 24"O.C. ; --- W/CRUSHED STONE AROUND IT&FILTER FABRIC, PROP.4"CONCRETE SLAB REINFORCED W/6060 1010 WWM ABOVE, ' D ARC PROP.12"POURED CONCRETE CONNECT TO DRYWELL SYSTEM FOUNDATION WALL W/ ON 4 MIL.VAPOR BARRIED W/SE4MS TAPED AND NEW DRAIN W/A 40#STORAGE BASIN ��� P�pP,SEgq SPRAYED ON DAMPROOfING OVER #6 BARS CONTINUOUS @ 16"O.C. NEW R-10 CONTINUOUS RIGID INSULATION T-0"HOR.AROUND PERIMETER OF SLAB ALL NEW FOUNDATION WALLS W/ HORIZONTALLY AND VERTICALLY PROP.4"CONCRETE SLAB REINFORCED W/60601010 WWM ABOVE, W O 1"RIGID INSULATION/PROTECTION BOARD ON 4 MIL.VAPOR BARRIED W/SEAMS TAPED ON 4"CLEAN 12"x24"POURED CONCRETE WELL GRADED SAND&GRAVEL FOOTING W/3#6 BARS CONT. &#4 TIES 24"O.C. �,T 0424���p4 �TF0F C2 )IEXIST./DEMO/ FIRST FLOOR PLAN NORTH D, 11 2' 4' 8' 16' 1/4 - 1-0 Copyright @ 2021 - Katherine Serrano Sosa ISSUED EXIST.MAIN STRUCTURE No. Date Description I OF DECK:(2)2"X10"DOUGLAS FUR 1 05.29.21 ISSUED FOR EXIST.2"x6" FILING DECK RAFTERS I @ 16"O.C. D EXIST,2"x6" I 1 3 NEW METAL DOOR AND FRAME. I DECK RAFTERS A-304 GC TO COORDINATE OPENING WHEN 2 @ 16"O.C. POURING CONCRETE WALLS A-300 I I 4x4 EXTERIOR TREATED WOOD IN 0 CONCRETE FOUNDATION TUBES(3 FT DEEP) (I Y — J DECK NEW (TO BE F_ 2N 3048 LEGALIZED) 2 A-302 0"[I'-0" 0"[I'-0131- I I ( A-302 REVISIONS 10 No. Date Description 1 0 `� EXISTING TREE p - NEW �— 10 07.02.21 TOWN CRAWL SPACE FOR STORAGE EXIST.2"x6" EXIST.2"4" REVISIONS 2 o DECK RAFTERS I DECK RAFTERS 2 2 07.09.21 TOWN A-301 NEW 2x8 FLOOR JOISTS @ 12"O.C. @ 16"O.C. @ 16"O.C. I A-301 0 " REVISIONS " 2' 0 DOWEL 5"INTO EXISTING NEW 44 EXTERIOR TREATED WOOD IN -0` 9`-8" FOUNDATI N A NEW 5/8"DOWEL CONCRETE FOUNDATION TUBES(3 FT DEEP) @ EV RY 18"O.C. EXI T. DOWEL 5"INTO EXISTING :7 INSTALL A NEW METAL LOUVER 3017 FOUNDATION A NEW 5/8"DOWEL FOR VENTILATION.GC TO FIELD @ EVERY 18"O.C. o MEASURE OPENING EXIST. @ UNFINISHED BASEMENT 0 co KEY PLAN EXIST.4"RADIUS EXIST,4"RADIUS EXIST /_CONCRETE-FILLED COLUMNS WITH CONCRETE-FILLED COLUMNS WITH 3017 24"x24"x12"CONCRETE FOOTING. 241lx24"x12"CONCRETE FOOTING. UNEXCAVATED SPACE _ EX ST. 3 2X8 BUILT-UP GIR ER 1 U 2 I A-203 EXIST. A-203 I I STAIR EXIST. 0 3017 I AMMON I I F- cn C) co I I fV UP N I = = I X U.) LEGALIZATION COUNTY ROAp.48 3 A-304 GC NOTES: 1. ALL LUMBER TO BE DOUGLAS FUR #2 2. ALL EXTERIOR LUMBER TO BE PRESSURE TREATED WOOD 3. TRIPLE ALL JOIST UNDER PARALLEL WALL PARTITIONS PROJECT 1 PROPOSED BASEMENT PLAN 2 A-300 MEJIA RESIDENCE 36595 COUNTY ROAD 48 PECONIC, NY 11971 ARCHITECT Katherine Serrano Sosa NEW SHINGLES NEW ROOFING TO MATCH EXISTING AIA I NCARB I LEED Green Associate TO MATCH EXISTING Katherine.SerranoSosa@gmail,com (SAME SECTION OF WALL VENT FOR EXHAUST AIR 516-640-6498 TO RECEIVE NEW INSULATION) FROM NEW HOOD NEW FRENCH DOOR NEW GUTTERS I ITLE JT T TO MATCH EXISTING PROP. TFY1_'f _ 4 �_ 4T�VYFITZ�E BASEMENT �� - _ PLAN & ELEV. 11 111 1 1 i 11 IT 11 111111 11 IT 11 11 IT 11 111111 11 EXIST. EXIST. EXISTo i 3624 3034 w I DATE: 05.29.21 ii EU 7\\ NEW WOO 11 IT 11 11 IT 11°C NEW AND HAND I PROJECT No.: 210005 OUTDOOR SHOWER DRAWN BY: KSS HEAD&ENCLOSURE o SCALE: AS NOTED TO BE LEGALIZED 1 11 IT 11 11 IT 11 111111 11 IT 11 111111 111 f 11 111111 H [j 1 111111 11 IT 11 11 IT 11 11 IT 1 11 IT 11 111111 �j IkU 111 111111 11 IT 11 11 IT 11 11 IT 11 11 If I ITT11243 DWG. No.: - - - - - - - - - - - A-303 . 00 i�EXIST. NEW SHINGLES EXTERIOR GRADE LTO MATCH EXISTINGELECTRICAL OUTLET — — — — — — — wicovER SEAL & SIGNATURE: W I NEW LOW CONCRETE WALLS f I II wl I &STAIRS WITH METAL RAILING Ao% CL LF p,RCHITFc o o I I I I — I_ — — — —__� FOR CRAWL SPACE ENTRANCE Q�0 SERRq T Q Fl Lt - - - - - - - - - - - - - � - - - - - - - - --� - - -- P O ,� CD LJ LJ LJ LJ -- - - - - - - - - - - - - - - -- - - - - - -I w z CC NEW CONCRETE y k - - --- - - - - - - - - - - - - -- - - - - - - - - - - FOUNDATION oo �pQ AREA OF DECK TO AREA OF LEGALIZATION BE LEGALIZED. STATE OF 2 PROPOSED NORTHWEST ELEVATION NORTH o' 1' 2' 4' 8' 16' Copyright @ 2021 - Katherine Serrano Sosa ISSUED No. Date Description CONNECT EXISTING NEW SHINGLE TO MATCH 1 05.29.21 ISSUED FOR 4 AND NEW GUTTERS EXISTING ON 30#FELT FILING ON 5/8"EXT.GRADE PLYWOOD �2 _ SHEATHING ON ROOF FRAMING HOUSE WRAP TO SEAL THE WINDOW FRAME TO OPENING, SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, __ PLUMB AND LEVEL CONDITION.USE CORROSION 4F1L BACKS DOE OF THE WINDOW NAILING FLANGE RESISTANT FASTENERS WITHIN 10"BUT NO CLOSER NEW GUTTERS FOLD BOTTOM FLAP OF NEAR THE OUTER EDGE TO ASSURE CONTACT THAN 3"INDIRECTION FROM EVERY CORNER.SECURE TO MATCH EXISTING HOUSE WRAP INTO OPENING WITH BACKSIDE OF EDGE TRIM. WINDOW AROUND FRAME OPENING WITH EQUIVALENT AND OVER SILL OF 6d FASTENERS AT 16"O.C.MAXIMUM. HOUSE WRAP NEW SHINGLES HOUSE WRAP --------- --- TO MATCH EXISTING EXTEND SILL FLASHING HORIZONTALLY 12"BEYOND f ----- ------ , 11 HIT11 III 1111 11 1 111 VERTICAL JAMB APPLY HEAD FLASHING OF HOUSE WRAP OVER NAILING EXIST. EXIST. FLANGE AT HEAD OF 3036 3036 12" FOLD HOUSE WRAP INTO WINDOW Mi FOLD SILL FLASHING HORIZONTALLY OVER ROUGH OPENING AND OVER BOTTOM OF ROUGH OPENING AND EXTEND 8" UPTURNED SILL FLASHING. HOUSE WRAP VERTICALLY AT JAMB,FASTEN INSIDE EDGE TO MECHANICALLY FASTEN JAMB — — — — — — — — — — — — — — — — — SILL AND JAMB BUT DO NOT FASTEN THE FLASHING TO ROUGH OPENING LOWER EDGE SO THE DRAINAGE PLANE ' OF WINDOW. /EXIST. LM APPLIED LATER MAY BE SLIPPED UP AND "/ /, UNDER THE FLASHING SHINGLE FASHION. i REVISIONS No. Date Description r � r' i V I l o o W I I SILL FLASHINGim ' - I - - - -I — I- - -F –F —I--I- -I— J MQ �c I I STEP WINDOW INSTALLATION STEP 4 - - -I--- - - L—A- LJ AREA OF DECK TO CUT HOUSE WRAP IN CHAMPANE GLASS I I NEW CONCRETE BE LEGALIZED.FOUNDATIONHOUSE SEAL NAILINGWRAPWITHFASHION AND FOLD FLAPS OUT.DO NOT CUT LING FLANGE TO F 4"WIDE - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - � (TIED INTO EXISTING) TYVEKBUILDINGTAPE LARGER THAN OPENING IN SHEATHING. SILL FLASHING JAMB FLASHING DRAINAGE PLANE APPLICATION 1 PROPOSED NORTHEAST ELEVATION STEP 1 STEP 3 STEP 5 1/4"= 1'-0" NEW SHINGLE TO MATCH EXISTING ON 30#FELT KEY PLAN ON 5/8"EXT.GRADE PLYWOOD 12 SHEATHING ON ROOF FRAMING 4 NEW GUTTERS TO MATCH EXISTING 02 i BUILDING FINISH NEW SHINGLES 45 DEGREE CORNER OF 2 Q TO MATCH EXISTING OO OVERLAPS SQUARE CUT CASING BEAD ON TOP Of WATER RESISTANT BARRIER i CORNER OF 10 WATER RESISTANT BARRIER(S) i 1 DRAINAGE PLANE NEW RAILING POST HEAD FLASHING BEHIND WATER RESISTANT BARRIER TO MATCH EXISTING i /� SHEATHING IADomoN // WINDOW TRIM(MITERED WINDOW FRAME CORNERS) IT 11 11 IT 2817 // L WINDOW FIN/NAILING FLANGE i IL 3136 DRIP CAPTT-1 I 111L I i TOP J-CHANNEL W/45 2 DRAINAGE PLANE i DEGREE LAP CORNER CUT ,^ � LEGALIZATION OUT WATER RESISTANT BARRIER(S) II I I I01 TRIM,I I I I I 1 CORNERINDOW j OOR CASING BEAD _ (� I ( I I I I SQUARE CUT LAP CORNER FOR NTY = I I I I �O� RoAo_4s / BUILDING PAPER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ VERTICAL Ir BUILDINGfINISH0 F-I- — — �- -�-�- - `=J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEALANT AT SILL JAMB,BUT LJ LJ L J NOT AT HEAD AREA OF DECK TO BE LEGALIZED. PROJECT NEW 4x4 EXTERIOR TREATED WOOD IN _ _ _ _ — — — — — — — — — — — — — — — NEW LOW CONCRETE WALLS CONCRETE FOUNDATION TUBES(3 FT DEEP) — — — — — — — — — — — — — — — — — — — — — — — — — — — FLASHING PAPER,LAP UNDER WINDOW FIN NOTE:ATTACHMENT DEVICES FOR &STAIRS WITH METAL RAILING WATER RESISTANT BARRIER,LAP UNDER TRIM ACCESSORIES(NAILS,SCREWS, FOR CRAWL SPACE ENTRANCE NEW CONCRETE FOUNDATION FLASHING PAPER CASING BEADS TO HAVE STAPLES) SHOULD NOT GO THROUGH MEJIA RESIDENCE MITERED CORNERS WINDOW FINS NEW WOODEN STAIRS (TIED INTO EXISTING) 36595 COUNTY ROAD 48 AND HANDRAILS PECONIC, NY 11971 2 PROPOSED SOUTHWEST ELEVATION ARCHITECT Katherine Serrano Sosa AIA I NCARB I LEED Green Associate Katherine.SerranoSosa@gmail.com NEW ROOFING 516-640-6498 TO MATCH EXISTING DRAWING TITLE NEW GUTTERS PROP. ELEVS, „ TO MATCH EXISTING DEPTH OF WINDOW/DOOR BETTER EXTEND TO EDGE OF DOOR FRAME TO FRAME HEMMED EDGE SECTION & PREVENT WATER FROM ENTERING AT NEW SHINGLES END OF FLASHING OR EXTEND BEYOND TO MATCH EXISTING EDGE OF FRAME IF TRIM DETAIL FLASHING DTLS PERMITS R 21 BATT INSULATION NEW RAILING POST DATE: 05.29.21 TO MATCH EXISTING DEPTH OF PROJECT No.: 210005 y z TRIM Ya" -- — BEDROOM 2"MIN. N MUDROOM DRAWN BY: KSS R-21 BATT INSULATION SLIGHT SLOPE OUTWARDYe" SLIGHT SLOP +/- E 1/4"MIN., SCALE: AS NOTED — — N Y411 MIN.TYPICAL HEMMED OUT 1/2"RECOMMENDED EDGE FOR STRAIGHT EDGE EDGE OF JAMB IF NOT HEMMED DWG. No.: _ AND RIGIDITY,Y" FRAME OR TRIM A-304 . 00 RECOMMENDED IF NOT HEMMED NOTE: I I I �( _ _ �(� I I I WINDOW/DOOR HEAD FLASHING IS REQUIRED I 41 — — _� I I I WHERE THE VERTICAL DISTANCE BETWEEN THE 4"MIN. TOP OF THE OPENING AND THE EAVEIS MORE SEAL & SIGNATURE: THAN ONE-QUARTER OF THE HORIZONTAL _ — — — _F_— _L7L--- — L J — — OVERHANG r p ARCH%j L J AREA OF DECK 1'0 L_ J — — J — — J– L — — — — i i �V,: SERRq�0 BE LEGALIZED. 01 NEW LOW CONCRETE WALLS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � j i'` } - &STAIRS WITH METAL RAILING NEW CONCRETE FOR CRAWL SPACE ENTRANCE FOUNDATION (TIED INTO EXISTING) � 0�4Qoo NEW WOODEN STAIRS y r. AND HANDRA'LS NORTH 0' 1' 2' 4' 8' 16' 3 PROPOSED SECTION/ELEVATION F773 111777-77n_ Copyright @ 2021 - 1/4"= 1'-0" Katherine Serrano Sosa