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HomeMy WebLinkAbout1000-31.-14-10 NOTES LEGEND 20.8' 20.8 EXISTING WALL TO BE REMAINED. TT EXISTING WALL TO BE REMOVED. GENERAL NOTE EXISTING WALL & OPENING TO BE BLOCKED 1. NO CONSTRUCTION OR DEMOLITION WORK TO COMMENCE BEFORE A BUILDING PERMIT HAS BEEN ISSUED. INSTALL 10• CONC. POURED WALL 2. THE DESIGNER HAS NOT BEEN RETAINED FOR ANY CONSTRUCTION REVIEW AND/OR INSPECTION. THE DISIGNER'S RESPONSIBILITY IS LIMITED TO THE CONTENTS OF THESE INSTALL NEW PLANS ONLY. PARTITION WALL 21X4" WOODOD STUDS O 16' O.C. W/ R-11 BATT INSULATION i LAYER OF 1/2' GYP.BD.FINISH AS REQUIRED 3. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE AND SHALL CONFORM TO ALL THE RECOMMENDATIONS AND REQUIREMENTS OF ANY OTHER AUTHORITIES 10.3' 10.3' �� 2X6 HAVING JURISDICTION. THE CONTRACTOR SHALL OBTAIN AND ARRANGE FOR ALL REQUIRED G A R D I N E R S BAY ;. INSTALL NEW EXTERIOR WALL OD HEA WOOD STUD Qi6• oAP PERMITS, INSPECTION, CERTIFICATES, TESTS AND SURVEYS. ` w/ R79 BATi INsuunoN 5/a• niK. GYP,BD. ON INSIDE 3/4' EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING PAPER VINYL SIDING FINISH 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMMENSIONS BEFORE STARTING CONSTRUCTION AND SHALL NOTIFY AICM OF ANY AMBIGUITIES OR DISCREPANCIES 4 -0 ' INSTALL NEW 10'CONC. BLOCK WALL BEFORE PROCEEDING WITH THE WORK, IF ANY QUESTIONS ARISE BEFORE OR DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS, THE CONTRACTOR SHALL F" CALL AICM FOR CLARIFICATION AND/OR INSTURCTIONS. IF THE CONTRACTOR FAILS TO RREAO, FU0 RYORK OO` SHALL ASSUME THE RESPONSIBILITY FOR THE w %- :: ti SMOKE DETECTOR FOLLOW THE PRECIDING PROCEDURE, HE SHA S Q r, , CARBON MONOXIDE DETECTOR CONSEQUENCES OF HIS ACTIONS AND/OR DECISIONS. © © B 5. CONTRACTOR IS REQUIRED TO PROVIDE HOMEOWNER WITH ALL REQUIRED LICENSES, O O O INSTALL 4X4 WOOD COLUMN INSURANCE CERTIFICATES AND INSURANCE COVERAGES. cV N ® 6. CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO SAFEGUARD THE D OPENING HEADER RESIDENCE AND ITS CONTENTS FROM THE ELEMENTS DURING CONSTRUCTION. LESS THAN wlDni a' (2)2x8 WOOD HEADER 7. CONTRACTORS HALL FOLLOW ALL MANUFACTURERS SPECS FOR THE INSTALLATION OF 63.9t MORE THAN WIDTH 4'-6• (2)2x10 wooD HEADER EQUIPMENT, PRODUCTS AND SYSTEM EQUIPMENT. AA LESS THAN a'-o• WIDTH TIE Ljl� MORE THAN WIDTH 8'-0 (2)2X12 WOOD HEADER 8. THE OWNER SHALL ARRANGE FOR THE SUPERVISION OF THE CONSTRUCTION WORK TO INSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS. N Bj�LKAD 9. NO DRAWINGS SHALL BE SCALED; ONLY WRITTEN DIMENSIONS SHALL BE USED. 10. ALL LUMBER FOR JOISTS AND RAFTERS SHALL BE HEM-FIR #2 HAVING A MIN. REPERIRIVE ( �NOODE ' FIBER STRESS OF 850 P.S.I., MARKED PRIOR TO DELIVERY TO JOB SITE, AND A MIN. 5 BEARING OF 4"(UNLESS OTHERWISE NOTED). O 1 11. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RESIDENTIAL o j,00545 0G a ! CODE OF NEW YORK STATE; CHAPTERS 33,34,35,36,37,38,39,40 AND 42 AND ALL APPLICABLE LOCAL CODES. �NOOD� E 12. ELECTRICAL UNDERWRITER'S CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE ` OWNER UPON COMPLETION OF ALL ELECTRICAL WORK. u I ! 13. ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE PROPOSED SECOND FLOOR:(B) z� rx RESIDENTIAL CODE OF NEW YORK STATE; CHAPTERS 25,26,27,28,29,30,31 AND 32 AND ALL APPLICABLE LOCAL CODES AND HEALTH DEPARTMENT REQUIREMENTS. EXISTING FIRST FLOOR:(A+B+C) 2: 20.1 x10.3 = 207.03s.f. 14. ALL AREAS WITHIN BATHROOM TO BE 5/8" WATER RESISTANT GYPSUM BOARD. , , O M M ! o ) 15. INSULATE ALL PIPING AND DUCTWORK IN ATTIC AND CRAWL SPACES WITH 1" INSULATION 1 : 20.8 x37.3 = 775.84s.f. EXISTING SECOND FLOOR:(A).5X4.0 - 26.OS.f. O Q ON ALL DUCTS;1-1/2" INSULATION ON ALL PIPING; 3/4" INSULATION ON ALL WATER SERVICE 2: 6 ' ' 1 ; 20.8'X37.3'- 775.84S.f. o O SUPPLY PIPING. - 16. CAULK AND FINISH ALL WINDOWS AND DOORS AS REQUIRED. 3: 1 O.3'X2O.1 '- 207.03s.f. � N 17. INSTALL METAL FLASHING AROUND ALL ROOF PENETRATIONS. 18. PROVIDE AND INSTALL ALL MOLDINGS, SILLS, STOOLS AND TRIM AROUND ALL WINDOWS AND 801 •84s.f• DOORS AS .19. ALL COLORS EAQND UIRED FINISHES, ETC. SHALL BE SELECTED BY OWNER. TOTAL EX. FL. AREA= TOTAL PROP. & EX. FL. AREA= � I DECK. 20. ALL WINDOWS, AS SELECTED BY OWNER, SHALL HAVE HIGH PERFORMANCE INSULATED 775.84+26.00+207.03= 1008.87s.f. 207.03+775.84= 982.87s.f. a1 GLASS. r..-, 8.s' BALCONY 21. ALL WINDOWS THAT SERVE AS EMERGENCY EGRESS MUST COMPLY WITH R310 OF RCNYS. 20•8' 1 22. ALL INSULATION, WHICH IS CAPABLE OF ABSORBING WATER, SHALL BE PROTECTED BY , 1 REVISION VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. INSULATION SHALL I W NO DESCRIPTION DATE BY BE INSTALLED IN SUCH A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATES ' ! a LINES, SILL LINES AND CORNERS AS PER R320 AND R808 OF RCNYS. iv 23. ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OF 2 TONS PER SQUARE FOOT ' N2 STORY N ^ BEARING CAPACITY; CONTRACTOR SHALL HAVE THE LEVEL OF BEARING STRATA VERIFIED IN _ ' t--•I r n <s<„tt..:<..a✓ .;,:ia„ur.,,,.fives,'.,s,.:.'<" mw, syr'ual"..iaal al;a, ::r a :b � /; ;,;.,•<m.:.ue:ca.:.s„ TOTAL 1 st 2 n d FL. AREA= FRAME ,_, 12-6 THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE THE FIELD PRIOR TO CONSTRUCTION. � 24. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS 1008.87+982.87= 1 991 74s. . U HOUSE 10.2' U RESPONSIBLE FOR CONSTRUCTION,MEANS,METHODS,DEVIATIONS,TECHNIQUES OF ACI-301-89 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (FC=3,000 • f Q PROP. SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN P.S.I.); REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60. ALL FOUNDATIONS F-+ 2ND FL_ ` CONNECTION WITH WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SHALL BE ADQUATELY BRACED PRIOR TO BACK FILLING. I z ADDYT1017- ' W SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FOR THE 25. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C-9C FOR GRADE "N" UNITS WITH TOTAL LOT COVERAGE = 1 ,008.87s.f. w =' ' N AT FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE " " g%'S' -""' CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NO TYPE M MORTAR. ALL MASONRY WORK SHALL CONFORM TO ACI 531-79. PROVIDE � F-+ DUROWALL TRUSS TYPE REINFORCING EVERY OTHER COURSE (16" O.C.). PROVIDE MASONRY GATE. A -,:; TO BE SCALED I . ANCHORS AT 16" O.C. AT ALL COLUMN, SPANDREL BEAMS, AND LINES OF BRIDGING. O 20.8' 10.3'y`:-- 9.5' 26. ALL MASONRY WORK SHALL CONFORM TO R606, R607, R608, R611 AND R703 OF RCNYS. � COVER PORCH ' W 27. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISC "SPECIFICATIONS (--I 9.4' W 14 FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". ►"'� ` W STEEL SHALL CONFORM TO ASTM A-36 AND A501. ALL CONNECTIONS SHALL USE 325 HS DECK. Q- H BOLTS OR E70XX WELDS. STEEL JOISTS MANUFACTURERS DESIGN AND ERECTION SHALL CONFORM TO SJI SPECIFICATIONS. , ;--4 ( / 28. PROVIDE SINGLE-STATION SMOKE-DETECTING ALARM DEVICES ON EACH FLOOR AND ONE PER BEDROOM AS PER R317 OF RCNYS. %-' ' ' 29. RAILINGS AND HANDRAILS, BOTH INTERIOR AND EXTERIOR, SHALL BE DESIGNED TO RESIST i O W LATERAL IMPACT AT TOP EQUIVALENT TO A MIN. LINEAR LOAD OF 50 LBS. PER FOOT AS PER R 3 R315 AND R316 OF RCNYS. 4'4�� 30. STAIRS, DOORS AND EXITS SHALL COMPLY WITH R311, R312 AND R314 OR RCNYS. ' ~ y' C 31. GLAZING IN DOORS, SHOWER STALLS, FIXED PANELS AND BATHTUB ENCLOSURES SHALL COMPLY WITH R308 OF RCNYS. 32. FOAM PLASTIC INSULATION SHALL COMPLY WITH R318 OF RCNYS. ANTHONY C U C I C H 33. DOUBLE ALL BEAMS AND JOISTS UNDER PARALLEL PARTITIONS AND AROUND OPENING IN ►� WP 4.4i FLOORS AND ROOFS. 34. PLYWOOD SUB-FLOORING SHALL BE INSTALLED AS PER R503 OF RCNYS. ZONING ANALYSIS z� ARCHITECT * PLANNERS 35. CHIMNEY CONSTRUCTION SHALL CONFORM TO CHAPTERS 10 AND 18 of RCNYS. 37-02 ASTORIA BLVD, ASTORIA NY 11103 36. CHIMNEY OUTLETS SHALL BE NOT LOWER THAN TOP OF ANY WINDOW WITHIN 20 FEET, w NOR LESS THAN 2 FEET ABOVE THE COMBUSTIBLE PART OF THE ROOF OR BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS V-0" ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF AS PER R100.6 OF RCNYS. O t 37. ATTICS TO HAVE ACCESS AND CROSS VENTILATION AS PER R806 AND R807 OF RCNYS. PROPOSED Q 38. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING AREAS LEFT EXPOSED AND/OR „v.,.;" I I r' -- "`' ' :., DAMAGED DUE TO THIS ADDITION WITH SIMILAR MATERIALS OR AS DIRECTED BY OWNER. 39. PLACE CLIPS ON ALL ROOF RAFTERS. ADDRESS 12960 MAIN ROAD W 40. PUT DOUBLE HEADERS AND TRIMMERS AROUND ALL STAIRS AND SKYLIGHT OPENINGS EAST MARION NY ppp��� 'Z PROPOSED PARTIAL 41 SUPPLY L EXHAUST OUTLETS EQUIPPED WITH TIGHT SHUT DAMPER AT BUILDING ENVELOPE TO MINIMIZE AIR LEAKADE, ' W �✓, �w 2ND FL ADDITION 42. PROVIDE MINIMUM 100 C.F.M. MECHANICAL EXHAUST FROM BATHROOMS AND K41NIMUM 150 pa O Q ' i0 C.F.M. MECHANICAL VENTILATION IN KITCHEN AREAS. 43. PROVIDE COMBUSTION AIR FOR FUEL BURNING EQUIPMENT AS PER CHAPTER 17 OF , ri RCNYS. 44. BOILERS AND HOT WATER HEATERS AS PER CHAPTER 17 OF RCNYS. 45. FUEL GAS EQUIPMENT AS PER CHAPTER 24 OF RCNYS. t ADDRESS: 12960 MAIN ROAD EAST MARRION L.I. 46. PROVIDE SIMPSON STRONG TIE JOIST HANGERS AT ALL FLUSH HEADER CONDITIONS. 47. PROVIDE CARBON MONOXIDE DETECTOR ON EACH FLOOR AS PER NASSAU COUNTY PUBLIC HEALTH ORDINANCE SECTION 14(A). i PAINT GYPSUM BOARD SURFACES NOTES SITE PLAN & NOTES 1. CONTRACTOR IS TO SUPPLY PAINT IN THE COLOR, TYPE, FINISH AND MANUFACTURES SPECIFIED 1 . LOT AREA = � 196.53 X 36.06 +(1 /2(28.84X196.53) j= 9,920.83 sq.ft. ON THE DRAWINGS. ALL PAINT AND MATERIAL ARE DELIVERED TO THE JOB SITE IN CONTAINERS. 2. PAINT IS TO APPLIED AS PER MANUFACTURE'S SPECIFICATIONS. 2. EXIST. FIRST FLOOR AREA = A + B + C = 1 ,008.87 sq.ft. 3. ALL SURFACES RECEIVING PAINT ARE TO BE PREPARED AS REQUIRED TO RECEIVE 36 06 FENCE DATE: 09/05/202 THE SPECIFIED FINISH. 3. EXIST. SECOND FLOOR AREA = A = 775.84 sq.ft. ONLINE PROJECT No.: 4. EXISTING TO REMAIN SURFACES SCHEDULED FOR PAINTING ARE TO BE PREPARED AND 0,fkE0'4�' MADE READY FOR PAINTING AS IF THEY WERE NEW SURFACES. THIS INCLUDES BUT ARE NOT PEELING 4. PROPOSED (a) FIRST FLOOR AREA =0.0 sq.ft. ,� DRAWING BY: S.M. BUTT ARELING N T PAINT, PEELINGPAINTING AND SCALING THEY PANT, AND CLEANING THE SUR THIS FACE, AND PATCHING ALL HOLES (IO) SECOND FLOOR AREA = B = 207.03 sq.ft. ' � ' CHECKED BY: A.C. AND CRACKS. �i x- ' ..{ DWG No 5. SURFACES ARE TO RECEIVE ON PRIMER COAT SOON AFTER SURFACE PREPARATION TOTAL PROPOSED AREA = 207.03 sq.ft. i A-001 . 00 HAS BEEN COMPLETED. �I' - 6. SURFACES ARE TO RECEIVE THREE FINISH COATS. 5. TOTAL FLOOR AREA = 1 ,008.87 + 775.84 + 207.03 - 1 ,991 .74 sq.ft. 46 7. CONTRACTOR IS TO SUBMIT PAINT COLOR SAMPLE TO ARCHITECT OR OWNER FOR APPROVAL. I OF 5 ELECTRICAL NOTES 6. FLOOR AREA RATIO = 1 ,991 .74 / 9,920.83 = 0.20 DOB Job No.: 7. FLOOR AREA PERCENTAGE = 0. 198 X 100(%) = 20% 1. ALL WORK TO BE DONE BY ELECTRICAL LICENSED CONTRACTOR IN THE NEW YORK STATE. 8. BUILDING FLOOR AREA = 1 ,008.87 = 1 ,008.87 Sq.ft. MAIN ROAD (N Y S R O U T E 25) 2. ALL WORK TO COMPLY TO THE STANDARD OF THE NEW YORK STATE BUILDING CODE, AND ALL OTHER AGENCIES HAVING JURISDICTION 9. OPEN SPACE = (9,920.83. - 1 ,008.87) = 8,91 1 .96 sq.ft. 3. ALL ELECTRIC CODE, LOCAL AUTHORITIES AND BE BOARD OF FIRE UNDERWRITERS APPROVED. 10. OPEN SPACE RATIO = 8,91 1 .96 / 9,920.33 = 0.899 PL T PLAN DOB Approval: 4. SEE SEPARATE ELECTRICAL SPECIFICATION. 11 . OPEN SPACE RATIO = 0.898 X 10 0(%) = 8 9.9 8% WORK AREA : FIRST FLOOR,SECOND FLOOR 5COPE Of WORK FRONT YARD SEP 2 6 2024 97•0" EXIST.FRONT YARD = 97'-0" SIDE YARDS 12'-10" & 9'-4" PROPOSED SIDE YARD 12'-10" & 9'-4" PROPOSED PARTIAL TOTAL PROPOSED SIDE YARD 22'-2" 2NDFL ADDITION REAR YARD 36'-4" PROPOSED REAR YARD 36'-4" LEGEND EXISTING WALL TO BE REMAINED, EXISTING WALL TO BE REMOVED. EXISTING WALL & OPENING TO BE BLOCKED INSTALL 10' CONC. POURED WALL INSTALL NEW PARTITION WALL 2'X4' WOOD STUDS O 16' O.C. W/ R—II BATT INSULATION 1 LAYER OF 1/2' GYP.BD.FINISH AS REQUIRED INSTALL NEW W/ 9 BATTTIINSSULATIO 5/8'THKB GYP.BD. ON INSIDE O.C. 3/4' EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING PAPER VINYL SIDING FINISH ` INSTALL NEW 10'CONC. BLOCK WALL Q SMOKE DETECTOR QCARBON MONOXIDE DETECTOR ® INSTALL 4X4 WOOD COLUMN OPENING HEADER LESS THAN WIDTH 4' (2)2XS WOOD HEADER MORE THAN WIDTH 4'-6• (2)2X10 WOOD HEADER LESS THAN WIDTH 8'-0' MORE THAN WIDTH 8'-0- (2)2X12 WOOD HEADER DN EXIST. DECK ————————— —— ————————————— EXIST. EXIST. BALCONY ABOVE I BALCONY REVISION DESCRIPTION DATE BY i I NO. EXIST. WINDOW EXIST. SLIDING DOOR EXIST. WINDOW I EXIST. WINDOW EXIST. SLIDING DOOR EXIST. WINDOW W 3'-0'X H 5'-0" W 6'—O"X H 8'-8' W 3'-0'X H 5'-0" W 3'—O"X H 5'-0" W 6'-0"X H 6'-8' W 3'—O'X H 5'-0' 10 ---- "s.. Ssm in THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION,MEANS,METHODS,DEVIATIONS,TECHNIQUES SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN Nw j c CONNECTION WITH WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, rn 1x Ix SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FOR THE I i FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE EI3NN CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NO I 83 8; TO BE SCALED E E EXIST. EBED ROOM I LIVING ROOM 7 , Ln 8 3 C.L. (2)2" X 10" WOOD BEAM <C U C I C HCD L f� EXIST. Z ; ,; i- BATHROOM il : .. M EXIST, 2`x32' FTG SOCFM 1113 ANTHONY CUCICH 3 EXIST EXIST. ARCHITECT * PLANNERS 12' C❑NC LIVING ROOM 37-02 ASTORIA BLVD, ASTORIA NY 11103 (2) 2" X 10" I I it 0 .$9 50 CFM i I 77- 9 EXIST. {1 PROPOSED ® I UP TO + BATHROOM II HORIZONTAL EXTENSION UP N 2ND I" C.L. C EXIST. L.1..,,,1 ,I �I 32'x32' FTG o ( `<°; $7• DOO 11 (TYP,) � EXIST. KITCHEN PN EXIST.200 CLG. JOIST EXIST." PLYWOOD FLOOR EXIST.ROOF ' EXIST.ROOF IIII ADDRESS: 12960 MAIN ROAD EAST MARRION L.I. ,., �_ �� � TO BE REMOVED [ I I 8; REF — — -- -_ - - _- FAMILYtea " ?I ROOM �3 „ {C EXIST.PLAN EXtgT. VN�g—0• EXISfT. DOoft I k W2—6'xH8—8 Go BEDROOM BED ROOM:�D '€ ,.v- -,`-i'i::, „.,.e'ea,ra,✓�;yu.tir�iv'.;.,:,.(`�...,e4:%;,.i.i,...;_:s.,.r._v'.'.%.6.;„s.-i.i:v.,.�%.aex.,irt+;Y.sdE��.. ..avnswvnse<�eGn✓skf�i N 50 CF 8 DATE:, 09-06-2024 C.L. N ® N II PROJECT No.: N 91BATHROOM EXIST. �53C.L. .�EREb.q-4 EXIST, H/W DRAWING BY: S.M. 32'x32' FTG FBXOI ST. q x CHECKED BY: A.C. EXIST, •®• ILE M I I ..{ DWG No I I 12' CONIC 3— -- ---- ,; tf� -002 . 00 .at EXIST. WINDOW EXIST. WINDOW EXIST. WINDOW EXIST. WINDOW W 3'-0'X H 4'-2' W 3'-0'X H 5'-0' W 3'-0'X H 5'-0' �' Q EXIST. 2OF5 COVER PORCH DOB Job No.: D _, DOB Approval: 5EP 2 6 2024 1 CELLAR PLAN 2 FIRST FLOOR PLAN 3 SECOND FLOOR PLAN A-2 SCALE 1/4" = 1'-0" A-2 SCALE 1/4" = 1'-0" A-2 SCALE 1/4" = 1'-0" 01 1 HR/35-39 STC. FL/CLG SCALE: NTS Q CELLAR CEILING DETAIL SCALE: 1"=1'—O" 0 TYP. 1 H FR BEARING WALL DETAIL SCALE: 1"=I'—O"1041 INTERIOR PARTITION DETAIL SCALE: 1"=1'-0" 1051 TYP. FOR BATHRM FL. SCALE: 1 "=1'-0" LEGEND EX. FLOOR FINISH EXISTING WALL TO BE REMAINED. --- NEW. Yn CERAMIC TILES EX. -" PLYWD. SUE 2x4 ® 12"O.C. - -- THINSET EXISTING WALL TO BE REMOVED. -2x3 ®16"O.C. NEW CEMENT BOARD--- - IXISTING WALL & OPENING TO BE BLOCKED 1 LAYER OF 1" NORMAL WD. FIN. FL. OR 19/32" WOOD STUDS OVER EX. VINYL TILES TO ° -- -EX. VINYL FLOORING TO REMAIN. PLYWOOD FIN. FL. W/ LONG EDGES T&G -- " TYPE'X' GYP. BD. 1 2" GYP: " REMAIN. I INSTALL 10' CONC. POURED WALL TYPE'X' GYP. BD:~-~--� / 1/2 GYP. BD. EX. 3/" PLYWD. SUBFL. ��� BD. INSTALL NEW PARTITION WALL VIM, 2"X4' WOOD STUDS O 16' O.C. W/ R-11 BATT INSULATION 1 LAYER OF 1" NORMAL WD. SUB FL 1 LAYER OF 1/2' GYP,BD.FINISH AS REQUIRED PROVIDE SOLID 2x4 --PROVIDE SOLID 20 OR 15/32" INT' PLYWOOD W/ EXI' BLOCKING- BLOCKING- INSTALL NEW EXTERIOR WALL TYP. 2X6 WOOD STUD 016' O.C. •-� •} }� �-• ' GLUE SUB FL. I STAGGERED STAGGERED w/ Rig BATT INSULATION 5/8•THK. GYP.BD. ON INSIDE f i - EX. WOOD JOIST. 3/4" EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING PAPER VINYL SIDING FINISH L NEW 1 LAYERS OF BEARING WALL RATING: ®;�"O. JOIST CELLAR CEILING SHEET FROCK IRE KAYOED 1-HR. U305 TYP 1 PARTITION t= ��.' IN�ALL NEW ,o'coNc. BLOCK WALL - - NEW SHEET ROCK (TYP.EX.) O SMOKE DETECTOR ----- EX. WOOD JOIST. teRh CARBON MONOXIDE DETECTOR 1-HR. FIRE RATED - s�'h � • `•r• •• PUYP. FLOOR DETAIL SCALE: 1"=1'-0" NOTE: PROVIDE R-30 @ CELLAR CEILING AS PER UL: L501 ® INSTALL HE ER COLUMN 1 OPENING HEADER WOOD HEADER GYP BD.OF 8X' MORLESE THAN N WIDTWIDTH 4' (2)2(2)2X11O WOOD HEADER NEW. -" FINISH FLOOR �s THAN N WIDDTHTM 8-o" EX. WD. JOIST TO REMAIN ; n MORE THAN WIDTH 8'-0• (2)2Xi2 WOOD HEADER . 1 H R ,/. _3 5 _- 3 g STC. .._F�. , C L G . -- EX. PLYWD. SUBFL. (COMBUTIBLE BASED ON GA FILE FC 5420.) N.T.S. FIRE TEST: UL R3501-5, 9, 7-15-52; UL R319-2, 3, 6-5-52 UL Design L 501; ULC Design M500 IIC & TEST: 32(66 C & P) NGC 5032,7-19-66 - - EX. " TYPE'X' GYP. BD. S E P 26 202" A NOTE: PROVIDE R-30 0 CELLAR CEILING AS FIRE RATED AS PER UL: L501 { r k ED i I DN REVISION DESCRIPTION DATE BY NO. EXIST. DECK THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION,MEANS.METHODS,DEVIATION S,TECHNIQUES ,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN r— ————————————----—————————� CONNECTION WITH WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FOR THE EXIST. I FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE BALCONY ABOVE ( EXIST. CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NO I BALCONY TO BE SCALED EXIST. WINDOW EXIST. SLIDING DOOR EXIST. WINDOW W 3'-O"X H 5'-0' W 6'-0'X H 6'-8" W 3'-0'X H 5'-0' EXIST. WINDOW EXIST. SLIDING DOOR EXIST. WINDOW_ u W 3•-0"X H 5'-0' W 8'-O J( H 6'-8' W 3'-O"X H 5'-0' 0 = 19'-10• t- xx o gq L I EXISTE . EXIST. I C ;U C I C N ELIVING ROOM co EBED ROOM ANTHONY CUCICH ® cM m sAmARCHITECT * PLANNERS Fill I 37-02 ASTORIA BLVD, ASTORIA NY 11103 O C.L. N (2)2" X 10" WOOD BEAM 0 6'-0" I ....... . . . . - EXIST. g= . .. .:...:. ....... . EXIST. BATHROOMPROPOSED m .I AREA OF WORK,; 32'x32' _ 3 ., :.:..:.:.,... .... <TYP.> NEW HORIZONTALEXTENSION s:.:.:..::;:.::. EXIST. AREA OF WORK:.;_;: - "EXIST DOOR'- >: - NEW. WINDOW NEW. WINDOW EXIST. W 3'-0'x H 5'-0' W 3'-O"X H 5'-0' DECK �Xl 2 2 n 6 ADDRESS: 12960 MAIN ROAD EAST MARRION L.I. 7777-1077, 77 Q 9 10 I 50 CFM o I 3 � cV z M PR0 C P. ELL I D AN IT FLO OR 0 R 0 _ I' UP TO EXIST . 0 S CM 2ND FL BA THROOM O UP 2 ND N D/W S CM O EXIST. ..... . . .... "' <. AREA OF WORK � ppp C.L. 32 x32 FTG W 8'X H6 8 o �IST JDOO <TYP.) DATE: O9/05/202 KITCHEN EXIST.2x10 CLG. JOIST EXIST. KITCHEN Z Ng PROJECT No.: z Q EXIST. PLYWOOD 0 FLOOR, N� R, 1 CONIC 2 I D- a I- -c m � � R EXIST. s � S.M. •I S ROOF DRAwiNG BY• I c / ImN = ODO ����'�� '�i.`.'::..:%I`:i ���:;:ii::" DINING 0� C'm CHECKED BY: A.C. REF -- -- - Q CM ROOM NEW. DOOR- :BED ROOM(244.89 sq f DWG Na . • LIGHT: 244.89 X 8(%) = O C LIGHT: 244.89 X 8(%) 19,59 s ft.<45,82 s ft, ❑.K, :, A_Q 0 3 . Q 0 q q "19,59 s ,ft.<45,00 s ,ft, ❑,K,: q q EXI NDOW ���='::. IXI D00 1 W2 6 H5 0 rST• l2 . ]ED - - 3 W2 6"XH6 8 �$9 1 S A—A VENTI.:244.89 X 4 % — A—A W EXIST. ( ) — 1 3 VENTL:244.89 X 4(%) —?, ;' �I 9,79 s ,ft.<22.91 s ,ft, O.K. A—A —�.:.::.,_. ; SEES ION 3 OF 5 = SEES TION 50 CF q q BEDROOM 9.79 sq•ft.<22,50 sq,ft, ❑k':K .:.....:...::.. N SEE SECTION WALK IN I DOB Job No.. N I2 C.L. C.L. BN W 3 FYIRT- C.L. v -3 B T R O EXIST. A H O E H W 32 x3 FT 0 _ 2 G I (TYP.) EXIST. .4 EXIST. BOILE n 12' CONIC # ......._.. ... Sk DOB Approval: / 1 _ -- EXIST. WINDOW EXIST. WINDOW W 3'-O'X H 4'-2' DC3T0'X WINDOW 0' EXIST. WINDOW WE3.WINDOW H '-0' EXIST. COVER PORCH D LIH 3 EXIST. + PROP. SECOND FLOOR PLAN A-2 SCALE 1/4" = 1'-0" 1 EXIST + PROP.CELLAR PLAN A-2 SCALE 1/4" = 1'-0" 2 EXIST.+ PROPYIRST FLOOR PLAN A-2 SCALE 1/49' = 1'-0" LEGEND EXISTING WALL TO BE REMAINED. EXISTING WALL TO BE REMOVED. EXISTING WALL do OPENING TO BE BLOCKED INSTALL 10' CONC. POURED WALL INSTALL NEW PARTITION WALL 2"X4" WOOD STUDS 0 16' O.C. W/ R-11 BATT INSULATION 1 LAYER OF 1/2" GYP.BD- FINISH AS REQUIRED INSTALL NEW EXTERIOR WALL TYP. 2X6 WOOD STUD 016' O.C. W/ RIO BATT INSULATION 5/8-THK. GYP.BD. ON INSIDE 3/4" EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING PAPER VINYL SIDING FINISH INSTALL NEW 10-CONC. BLOCK WALL O SMOKE DETECTOR CARBON MONOXIDE DETECTOR ® INSTALL 4X4 WOOD COLUMN OPENING HEADER LESS THAN WIDTH 4' (2)2X8 WOOD HEADER MORE THAN WIDTH 4'-6" (2)2X10 WOOD HEADER LESS THAN WIDTH 8'-0" MORE THAN WIDTH 8'-0" (2)2X12 WOOD HEADER SEP 2 6 2024 REVISION DESCRIPTION DATE BY NO. CEILING CEILING LL — -.. ..:.::. `....'. ..'... .. ✓.,,,a„.r n 4.aa.,,:a...N._..sa...a sf..rr.,m..,.r.,s..,..:,,::,..}a.uars..„✓,„,,.W,ay.n,{s,.,,,„a i :.Ja EXI EXISTING EXISTING " RES ONSIBLE FOR CONTROL MET HODS�EVIATIpNS,TECHN QUES STINGCHARGE OF AND SHALL NOT BE SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE EXISTING ? CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NO ► TO BE SCALED .. .. . .... ... ..... .. ,,,..,.,..9a.,a.�.,�a,� �,'a.,�i i..�,rh�.m., . ,a�,ai.rd a,..a,,r„�..oFaar:��e,.r✓.r,�aa WORK AREA - SECOND F.L.EL +13- EL +13 a.. - 0 SECOND F.L. - ''44 ',/r✓i�a,� —Z C E I Li N G EXISTING EXISTING EXISTING EXISTING .. EXISTING •�CiU � I �. H '; Fj 11E] ► ANTHONY CUCICH f f ARCHITECT * PLANNERS 37-02 ASTORIA BLVD, ASTORIA NY 11103 FIRST F.L. EL + 3'-4" EL + 3'-4" FI F.L. ul GROUND EL f 0'-0" EL t 0'-0" G ND _...._.. PROPOSED � ��L .. ._....m...,_. . ........_.. L HORIZONTAL EXTENSION ADDRESS: 12960 MAIN ROAD EAST MARRION L.I. i , 1 FRONT ELEVATION PROP.FRONT AND REAR ELEVATION J-4 SCALE 1/4" = 1'-0" 2 REAR ELEVATION A-4 SCALE 1/4" = 1'-0" DATE. 09/05/202 R PROJECT No.: q�.OtY C CA, DRAWING BY: S.M. CHECKED BY: A.C. * ., DWG No A-004. 00 469 4OF5 DOB Job No.: DOB Approval: LEGEND EXISTING WALL TO BE REMAINED. WOOD RISER ALUMN. R-38 INSULATION, EXISTING WALL TO BE REMOVED. FLOOR TIE ANCHOR w❑❑D TREAD AP FLASHING EXISTING WALL do OPENING TO BE BLOCKED A - 5 WALL N STRINGER 1 3�1 o INSTALL 10" CONC. POURED WALL CEILING EL +21 -00 INSTALL NEW PARTITION WALL 2"X4" WOOD STUDS O 16" O.C. W/ R-11 BATi INSULATION BUILD UP � ' 1 LAYER F 0 1/2 GYP.BD.FINISH AS REQUIRED WOOD BEAM 1 HR FIRE RATE© ,..y INSTALL NEW EXTERIOR WALL TYP. 2X6 WOOD STUD 018" O.C. END w R19 BA Ti INSULA TION 5 B" THK. GYP.BD. ON/ INSIDE L NG 3 4` EX TERIOR OR GR ADE PLYWOOD SHEA SHEATHING TH N W I/ BUILDING P A PAPER 0 VINYL SIDING LI o N FINISH NN TNG TOTAL FA� ENERS 0 IPLATE 0 CARRIAGE OUT e ... .....:.:... ....... ;. ., 0o UT BED ROOM I WORK AREA. N o LENGTH FOR RISERS & BED ROOM ?: ;'-.:...;;.">::;.;;;>: ; „3.::>;.;;, , ;;r;c%;:<--;-^`._.;:�:;::` :i <;:.::.:...: .'. ' INSTALL NEW ,o"GONG. BLOCK WALL o° 00 TREADS JOIST "' o RIM o ST `=BED ROOM'= EAR SMOKE DETECTOR " 0s ANWOOD STAIR DETAIL SIMPSON STRONG-TIE� oCS16i — ii ' <:<. ":.;1;. : CARBON MONOXIDE DETECTOR 0° SCALEI 1/4 - 1 0 XIST. WOOD FLOORI NGINSTALL 4X4 W00 D COLUMN '— n EL +1 SE3 0 COND F.L. ING HEADER TOL NG H EXIST.WOOD JOIST INSTALL 2 X10 016 O.0 WOOD JOIST LESS THAN WIDTH 4' (2)2XB WOOD HEADER MORE THAN WIDTH 4'-6" (2)2X1O WOOD HEADER EXIST.ASPHALT SHINGLE ROOFINGEL +12 -2" CEILING MOE THAN THAN w,oTTMi�a=o" (2)2X72 WOOD HEADER EEQQUUUDF 10d TOENAILSPE OIN PEDOUBLE EACHSPACER NSTALL NEW EXTERIOR WALL TYP. 2X6 WOOD STUD @16" O.C. W/ R13 BATT INSULATION 5/8" THK. GYP.BD. ON INSIDE _o DINING ROOM o /4" EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING PAPER i VINYL SIDING FINISH 00 ro D - 4 0 RAFTER TO RIDGE (RAFTER TO RAFTER) o A 0 DOtj. UBLE �1 EEXIST. WOOD FLOORING EW. WOOD LOORI of EL + 3'-4" FIRST F.L. a EXIST.WOOD JOIST INSTALL 2 10 016 O.0 WOC4 J' 4ST 5EP 2 C, 2024 cV • r 10d NEW.WOOD JOIST "X2" KEY AY EL f 0'-0" G ND O—SIMPSON RAP OPEN CELLAR ;- END DISTANCE 10d AT 16"0. ACCESSORY USE ONLY o STAGGERED EXISTING 10d TOENAIL XIST. CON'C FLOORING 2"X32" CONTINUOUS CONC. FTG. #4 RE-BAR CONTINUOUS REVISION DESCRIPTION DATE BY NO. SOLE PLATE SECTION A-A " , ;r� X.24X12 CONTINUOUS CONC. FTG. "'`` '" ' ` 'iDOOR OPENING W/(3) #5 RE-BAR CONTINUOUS THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE SGtE N.TS CRIPPLEA 5 SCALE 1/4" = 1'—O" RESPONSIBLE FOR CONSTRUCTION,MEANS,METHODS,DEVIATIONS,TECHNIQUES R 1Od TOENAIL SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, * SIMPSON STRONG—TIE CS20 SRTAPS WITH SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FOR THE 8d NAILS INTO EACH RAFTER PER STRAP FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE * SIMPSON STRONG-TIE CS20 SRTAPS CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NO 16GAUGE 0 NTI NGOUSONTS TE STRAPS WHICH TO BE SCALED ARE CUT .' ", i, „mod•,.,:r.: F,;;i:, . 6 1/ DOUBLE 2+(2 1/8 X(#OF NAILS INTO EACH RAFTER)+(RIDGE WIDTH) 10d HEADER 7 10d 1Od 4 JOIST TO BEAM CONNECTION .6 dp.Es«; a'1 oucicH9; ANTHONY CUCICH 1Od TOENAIL BOTH STUDS ARCHITECT * PLANNERS CRIPPLE 37-02 ASTORIA BLVD, ASTORIA NY 11103 BEAM AS PER PLANS FLOOR JOIST A 5 WINDOW OPENING AS PER PLANS WIND-BORNE DEBRIS PROTECTION . , FASTENING SCHEDULE 0 ° FOR WOOD STRUCTURAL PANELS PROPOSED ° HORIZONTAL EXTENSION THE FOLLOWING ARE EXCERPTED CODE OF THE STATE OF NEW YORK. SIMPSON STRONG—TIE FASTENER SPACING LUS—JOIST HANGER FASTENER TYPE 4 FOOT< 6 FOOT< PANEL SPAN PANEL SPAN PANEL SPAN ADDRESS: 12960 MAIN ROAD EAST MARRION L.I. 4 FOOT 6 FOOT 8 FOOT 2 1/2"#6 wooD scREws 16" 12" s" SECTION AND DETAILS 2 1/2"#8 WOOD SCREWS 16" 16" 12" WINDOW SCHEDULE WINDOW FIXTURE DATE: 09/06/202 1. THIS TABLE IS BASED ON 11OMPH WIND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. OF.E0 PROJECT No.: 2. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. `* ' DRAWING BY: S.M. q�ONYQ �� 3. NAILS SHALL BE 1OD COMMON OR 12D BOX NAILS. 4. WHERE SCREWS ARE ATTACHED TO MASONRY STUCCO, THEY SHALL BE a t� CHECKED BY: A.C. TYPE ROUGH OPENING TYPE Q,TY REMARK ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MIINIMUM ULTIMATE ! DWG No : WITHDRAWAL CAPACITY OF 490 POUNDS *' e DOUBLE HUNG WINDOW W 2'-6 1/8" X H 5'-0 7/8" O 3 ANDERSEN TW 24410 A-005 . 00 OR APPROVED EQUAL 469 50F5 W 3'-0 1 8" X H 5'-0 7 8" 1 4 ANDERSEN TW 210410 e DOUBLE HUNG WINDOW / / O OR APPROVED EQUAL DOB Job No.: DOUBLE HUNG WINDOW W 2'-2 1/8" X H 3'-8 7/8" 1 2 ANDERSEN TW 2036 D - 7 STUD TO TOP PLATE D - 7 STUD TIE D - $ e O WALL TO FOUNDATION OR APPROVED EQUAL A - 5 A - 5 A _ 5 ALL WINDOW MATERIAL, COLOR TO BE SELECTED BY OWNER CONTRACTOR SHALL VERIFY ALL DIMENSION IN FIELD D - 6 DOB Approval: RAFTER TO TOP PLATE PP A - 5 RAFTERS a TOP PLATE •A EMERGENCY ESCAPE AND RESCUE OPENINGS (SECTION R310) ° a 4 R310.1 BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE SIMPSON STRONG-T1E L43 N TYPICAL ANCHOR BOLT WITH AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING. SP4 (SPH4 SIMILAR) L18PS STALLATION e WHERE EMERGENY ESCAPE AND RESCUE OPENINGS ARE PROVIDED 4' THEY SHALL HAVE A STILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. ° ° •' R310.1.1 MINIMUM OPENING AREA - 5.7 sq.ft. TOP PLATE R310.1.2 MINIMUM OPENING HEIGHT - 24 INCHES SIMPSON STRONG-TIE R310.1.3 MINIMUM OPENING WIDTH - 20 INCHES MTS16 SIMPSON STRONG—TIE H2.5