Loading...
HomeMy WebLinkAbout51114-Z ` SITE PLAN HATCH KEY: O. 0 1 �� - _ O _ � PROPOSED BUILDING ADDITION EN PROPOSED ACCESSORY STRUCTUREL r L`'�1M r C:D16 `4 W Z O COUNTY OP ® �1 ^' SPACE � r-I EXIST. ` PROPOSED 2ND STORY ....«"" r•I EQU PMENT FRO�E�T S�OFE : v� Lo O o 0 PROJECT LOCATION & SCOPE (L Lo IX SITE PLAN & ZONING DATA >- �• m DEMOLITION 0E EX I S71 NO 2 GEAR IDETAOHED O ARAOE Z ALTERAT 1 ONS AND ADD 1 T 1 ONS TO EXIST 1 NO 2 STORY S I NO LE _ o EXIST. PAVERS EXIST. I I FA I LY RESIDENCE 1 I -OO2 ,QQ GENERAL NOTES Q W SHED TO I m ENERGY TABLE II REMOVED I STRUCTURAL DESIGN CHARTS 00 BLDDG.) I FRO JEST �A7A : J � C) _ _ _ J I -QQ�j,QQ HOLDOWN, ANCHOR BOLT, Z 1 It STRAPPING, & NAILING DETAILS Q Z 'H VEXIST. INGROUND POOL N - PROJECT / ZONING DATA FASTENING SCHEDULE u- Lu TAX MAP # 1000-122-02-04 -.00 FRAMING GRAPHICS Iri � � o�. 1 I BEAM CONNECTION PATTERNS ZONING DISTRICT R-40 NON-CONFORMING FIREBLOCKING DETAILS LOT AREA 0.46 ACRES LLJ GARAGE WELLING 4 DETACHED Z14331; APRIL Ig86 - O .00 PROPOSED DEMOLITION PLANS 1 EXIST. SEPTIC TANK 4 ' GofO - ADDITION, DECK ~ LEACHING POOL TO ADDI-ION $ ALTERATIONS ZIg366; SEPT. IggO LU PROP05ED 8'DIA. x 4'D _, 5o, BE REMOVED PER �-- DRYWELL CONNECTED ��R SCDHS STANDARDS CofO - INGROUND POOL Z2ga'18; JAN. 2004 = J TO ADDITION GUTTERS N "� Y�'�o s' ��K - 02 .Q PROPOSED FOUNDATION PLAN �\ N SUFFOLK COUNTY HD APPROVAL PERMIT # # OF BED. Q J 1 1 1 m 9777 I HABITABLE SPACE EXISTING PROPOSED �y - ( Q�j,Q PROPOSED FIRST FLOOR PLAN ` EXIST. 2 GAR DETACHED FIRST FLOOR AREA 1,840 S.F. I,gg5 S.F. � GARAGE TO BE p DEMOLISHED i SECOND FLOOR AREA (,OgO S.F. 2,455 S.F. - - TOTAL BEDROOM COUNT 5 5 PROPOSED SECOND FLOOR PLAN LOT COVERAGE 1 DESCRIPTION (FOOTPRINT) AREA 9 LOT COVERAGE - ®�j ®� PROPOSED ATTIC PLAN _ TOTAL LOT AREA 20,Og2.0 S.F. 'p N EXIST. WOOD DEGK� EXISTING DWELLING 1855 S.F. g.2% 0 0 It w 1 I 2o•q' EXISTING WOOD DECK 4g4 S.F. 2.595 -2O .O0 PROPOSED EXTERIOR ELEVATIONS z 1.1 z 42 2' EXISTING INGROUND POOL 670 S.F. 3.5% p 0 =� AA'.0' 1�'S PROPOSED DWELLING ADDITIONS 1,000 S.F. 5.0% o w TOTAL AREA OF ALL STRUCTURES 4,OIg S.F. 20.0% Z 4 Q W � Q 0> >- to p PROPOSED MAXIMUM LOT COVERAGE ALLOWED - 2090 -202 .00 PROPOSED EXTERIOR ELEVATIONS 2 2 Q z ADDITIONS EXIST. 2-STORY WD. FR. DWELLING PROPOSED Jo Jo g J v A/C UNITS c� u - w/ GRAWLSPAGE PARTIAL H ul O = BASEMENT cr I `h I I RECU I RED SETBACKS - DWELL I NC N w Z m o �-�O •O I BUILDING SECTIONS � � 2 � 1 `p PROPOSED 2-STORY WD. FR. Z Z O m o m ADDITION w/ GARAGE UPON GONG. u N - g SLAB 8 PARTIAL GRAWLSPAGE I REQUIRED EXIST. PROPOSED COMPLIES O 0000 - � � XIST. GONG. (5 BEDROOMS) H O O O E U. u. u. Z 'DRIVEWAY; FROM- YARD 40.0' 46.8' 45.6' YES � �W o J � _ z REPLACE w/ F.F. EL. - AB � �-�02 .0® BUILDING SECTIONS � � N N N 0 _ O O O w O u. u- u- u- g m v) "I.5 PROP. GARAGE SLAB EL. = 40.1 � � v f ' I I ,ASPHALT _ I SIDE YARD 15.0 Ig.6 15.5 YES DR VEWAY AS 6.0, I --- --�� REQ.' TO MATCH \� BOTH SIDE YARDS 55.0' 46.0' 55.1' YES PRO} . GARAGE \ LOCATION � j 1 REAR YARD 50.0' 6'1.0' 6'1.0' YES DESIGN DETAILS `�� I 51TE LAYOUT NOTES: o n I I. THIS IS AN ARCHITECT'S SITE PLAN 8 15 `EXIST. O Q I PROP. GAS METER SUBJECT TO VERIFICATION BY A LICENSED ASPHALT I 1 �w-��- > 1 4 BURIED NATURAL SURVEYOR. THE INFORMATION 'PROJECT: DRI�(EWAY 265 u? u, I GAS 5UPPLY LINE; REPRESENTED ON THIS SITE PLAN IS TO THE �j- ,�Q PROPOSED STRUCTURAL PLANS TO MAINTAIN 5' ARCHITECT'S BEST OF KNOWLEDGE. 1 1 I PROPOSED O I I FROME5EWAGE N 2. SURVEY INFORMATION WAS OBTAINED RA M I R EZ 22. I COVERED PORCH 1 DISPOSAL SYSTEM FROM A SURVEY DATED APRIL 2, 2022 RENOVATION _ 21.T i AND PREPARED BY: ,®� PROPOSED STRUCTURAL PLANS � EXIST. OVERHEAD , 1 G d: A LAND SURVEYING INC, ELECTRIC WIRES II I_` 1 N.Y ESTATE LANEN D SURVEYOR 1 TO BE REMOVED I ;4V1 ��oN; YARD _ j LIC. #5056g 9330 SOUND AVENUE 1 P.O. BOX '704 RIDGE, NY, 11g61 PROPOSED STRUCTURAL PLANS MATTITUCK, N.Y. 11952 -� II i g51-640-48gg 1 I 1 NEW IAOS SYSTEM 1 DRAWING TITLE: � I I BASED ON O TEST HOLE .�,•;... _-.�_,....__..._�....,,.__ ..,�,_..� _....... ,,�.�.,,-. .,,�. .. ..,- -..m�.�a__._...m.��........... PROJECT LOCATION &SCOPE EL.=3g.4 I >w ..;«• ., , ��:: •< ui I APPROVED HEALTH {��,•�. � .,��� ` 1 DEPARTMENT PLANS 1 '� ""' •►�'r` « •• �j- ®�-,® PROPOSED STRUCTURAL PLANS • ,. t• SITE PLAN & ZONING DATA 1 (SEE PLANS FOR I •, ,' . SPECIFICATIONS) 1 I + \ DWV/ WATER SUPPLY RISER PAGE: m r k I I � 1 ' •' - ii GAS RISER .01 G-00 =14 0 JL N EXIST. I I I ��,. - �.. -" .;'•,rh e 0 ASPHALT I I , DRIVEWAY w"ir. - - ,; Sg4o II 1 1 f I b DATE: 12/19/24 1 OF 18 �7 QO n� I � I 1 i '.r,�,<"' � ,....,-,., � r ..�.�...........�._-,....•.._ _ _ I , +e�ze�'" i �' @ �%� � F . . r ' - I i o.+ L+-«"_' I', i `� `4y Y. .��� a . . - { y s 4� 4 y"y,.r:��, 'x, "�, "�.. •g „ .14 IQ ;, .s. „_ t '! .'---"'Yr ,§--� '�' �;'�'' .„� fiS't , .,``t � wt"'9, \��,,." .,�� ","+""'y _�'_., •a„ ,}. a+.1:t 3 a .,". "� !r+1 r''�j..} ti.,,.�.,-, .rK.' - - ._ - e,a; Via,pr .i •U"�*Iw.r .3 - .�'' � y � . EXISTING WATER PROP. BURIED ELECTRIC, LINE; TO METER WATER MAINTAIN 5' 6 10' MIN. SEPARATIONS `_ �. 1 ,.,: •i, r{` y; •• ;> `;° r' «� SUPPLY LINE FROM WATER SUPPLY LINE $ SEWAGE DI5P05AL SYSTEM, RESPECTIVELY I _ - u , t. '•.�� s � z .. _. - :.. r .01 51 TE PLAN N �� � �.. . ��. a� .� .,� _ W�3, _.W..� �. _� ..�. � � .�.� � ���:�� D. 0 SCALE: I" = 1o'-O" i�ROi�05EID RENDER I NO LOCATION Mir SCALE: NTS SCALE: NTS OENER L 5""r��50L <E""�r : U EXISTING TO BE DEMOL15HED NEW PARTIAL HEIGHT W Z O WOOD FRAME (L.G. STL. WHEN APPLICABLE) W = ,CN H EXISTING TO REMAIN _ ., r-1 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL z 1-1 STL. WHEN APPLICABLE) Q W >" � � Z NEW I-HR FIRE RATE ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 57L. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL P05T FOR (o WALLS), U.O.N. Ln NEW 2-HR FIRE RATED w O O WOOD FRAME (L.G. 5TL. [�->u OO OWHEN APPLIGABLE) ' U-) ix �- 00 d' Z ° OY: — — — — — — — — — — — — — — — — — — — _ FOUNDATION PLAN NOTES z � PROVIDE NEW 5 TON HYDRONIC AIR HANDLER: I Q W J O 00 I. UNITS BY "RHEEM" OR APPROVED EQUAL ( 14'-sy2" 10'-0" I J 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I";UNIT Z LOCATED IN BASEMENT. A-4ol 5.PROVIDE HOT WATER COIL AND CONNECT NEW HOT I J WATER/BOILER COMBO TO NEW COIL I PROVIDE 4" POURED GONG. _ _ _ _ _ _ _ Z SLAB W/bxb-IOxIO W.W.M. vi PROVIDE NEW WALL-HUNG GAS BOILER: I BETWEEN CENTER 4 UPPER I — — — — — — — Z N O I. BY "NAVIEN" OR APPROVED EQUAL OF SLAB SECURED IN cV J � 2.MAX GAS INPUT 1'75,000 BTU/HR PLACE DURING POUR; 1 LLu co 5.CONNECT TO NEW NATURAL OAS LINE I PROVIDE b MIL POLY ON 4" — — — — — — — — f` = NEW 4" THK. P. GONG. SLAB w/b"x(o GRAVEL BASE BELOW L) "-10/10 W.W.M. I I _p O REINFORCEMENT AS PER DETAIL. PRECISE LOCATION TO ( e SLAB Y ! I BE DETERMINED IN FIELD;VERIFY SIZE ACCORDINGLY J O a WITH AG UNITS. s UNDER-FLOOR AREA VENTS O NEW q.5"XI-1.5" FOUNDATION VENT w/ MIN. I S.F. NET Lij VENTILATION OPENING PER 2020 IRO R405; INSTALL AS (V I b PROVIDE "RUST-OLEUM" PER MANU. SPECS WITHIN 5'-0" OF BUILDING CORNERS I CONCRETE OOR FAINT; OWN SELE GAS METER: U O PROVIDE NEW GAS METER REGULATOR /VENT A5 PER NYS I , , I EXISTING DECK W MECH. CODE, FUEL GA5 CODE, 4 UTILITY 00. STANDARDS. a I I D STRUCTURE TO = J GAS METER SHALL BE POSITIONED ® GRADE TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: 0 I Q O • (2) 2"xb" P.T. SILL PLATES ri/ COPPER TERMITE SHIELD 4 SILL SEAL • ANCHOR BOLTS AS PER PAcSE 6-003 • P. GONG. FOUND. WALL AS PER DETAIL UPON = • P. GONG. FOOTING A5 PER DETAIL I �V-Q • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 5 a•� • B.O. FOOTING 5'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN a _ • AIR ENTRAINP. GONG. FOR PORCHES / PATIOS / °` — — — — — — — — — — — _ STOOPS (WHEN APPLICABLE) , • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET I \ FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) -xxx ° OFOUND 4 POSTS FOR WD. DECK: EXISTING HP. P.T. POST 4 P. GONG. PIER UPON FOOTING AS PER I WINDOW 6t HEAD DECK DETAIL (TYP) HEIGHT EXISTING EXISTING CRAWLSPACE VENT FOR WOOD STAIRS ® GRADE: 2 O5 4" THK, P. GONG. PAD 5" WIDE x REOV LENGTH UPON A-401 _ w b" GRAVEL UNDER 2"xl2" P.T. STAIR 5TRINGER5 0 I EXIST. UP j- O O MAX. 16" O.G., U.O.N. (MIN. 5 5T'R.INGERS) I tt 0: w TYPICAL LEDGER BOARD 4p EXT. DECK: EXIST. 60 GAL. O w O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS I a I EXIST. 2 WATER HEATER 3 Z 2. SECURED w/(2) 5/5" 4' x 5" LONG H.D. GAL. LAG BOLTS I O 0 -i ® I6" O.G. O 5'-O" o o U 5. INSTALL H.D. GALV. J015T HANGERS BY 'SIMP5oN' (OR 4, PROVEOUAIDE FLASHING TUCKED UNDERNEATH SIDING 4 I r Q 0) >- u p 5. SEE NOTED DETAIL DENT OVER TOP EDGE OF LI=DGER BD. I V-11" HIGH DUTCH WALL _ = 0 Z � FW=- J J w — Q J ' PROVIDE 3" - - 0005 V05 w V n UNRIENFORCED P. - - Q J � 4r 4 0 0 0 W 0 GONG. SLAB I I w w to UNDER-FLOOR M VENTILATION I Z = z J FLOOR - - - - Z Z U m 0 N Q AREA 124 S.F. I I— — —� ,' Z cc w it v) O 0000 m _i 5'i REQ. S.F. PROV. F- O O O � u- VENT 0.5 5.F. O.O S.F. p 2Qx5Q R:EQ'D PROPOSED 3 2 ? N �N N =) H O GRAWLSPAGE PROP. EXISTING 0 o O 0 N GAR.A�SPACE GRAWLSPAGE� V g I I A-501 PROP. A-501 0 ° L- - - - - - UTILITY �• CHASE — — — — PROJECT: RAMIREZ I ( I EXISTING ANT RENOVATION D fJ EXISTING w0 i � GRAWI.SPAGE 1 I— d) VI I 9330 SOUND AVENUE MATTITUCK, N.Y. 11952 I o — — — — — — — — — — — — — — — — — DRAWING TITLE: - - -_ — — — — — - - - - - — - - PROPOSED FOUNDATION PLAN t-$ 4 9 I I a A-401 $ 7 PAGE: — _ _ EXISTING — — — — — — — — — — — — — — — — — GRAWLSPAGE 0 1 5 25'_sy2„ EXISTING DATE: 12/19/24 6 OF 18 WINDOW D O — N t ' y2" 21'-5 20-s _ y2 PROPOSED FOUNDATION PLAN 21620 S.F. O R055 AREA SCALE: 1/4" = 1'-0" 4:• V:' :L NEW PARTIAL HEIGHT F- a) EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. 5TL. Lu Z O EXISTING TO REMAIN WHEN APPLICABLE) J F-----{ NEW WOOD FRAME (L r. NEW FOUNDATION WALL � I---1 Q Lu5TL. WHEN APPLICABLE) 25'-6" 41_5 Im Z NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL O Z WOOD FRAME (L.G. 51-L. POST FOR 4" WALLS D U.) Y WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL Io5 POST FOR 6" WALLS), U.O.N. - d) O NEW 2-HR FIRE RATED -�_q -�_q Q O O v WOOD FRAME (L.6. 51-L. 0- Lo m WHEN APPLICABLE) - _ - }- d' m Z O FLOOR PLAN NOTES 14'-Sy2" io'-o" Ib'-IlY2" Q J DOOR NOTE: :o J Of7 OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED _ ; oo OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED Z (o OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3 -� C) 5.DOOR TYPE TO SELECT Y 4.INSTALL AS PER MANU 5PEC.'s Z [t 5.PROVIDE (2) 2"x5" HDR.,U.O.N. NEW MN. Q Z vi 4.5EE PAGE 6-005 FOR ALL OTHER FRAMING K J N ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. LL Lu 12 Ln IIx 1H OWINDOW NOTE: �; I� m Lo 2 I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN (5) RI ® MAX. 7.?5" 400 SERIES CASEMENT, AWNIN6 OR PICTURE (AS (7) Tr ® MIN. 10 - 1O5 NATURAL LIGHT - Q NOTED); INSTALL AS PER MANU. SPEC.'S. SEE NOTE PROPOSED NEW VENTILATION #q IN "GLASS WINDOWS AND DOORS" ON PAGE 6-002 FOR MINIMUM REOUIREED WINDOW 2 GAR GARAGE DN. FLOOR 170 S.F. PERFORMANCE. IF CASEMENT' WINDOWS - ALL CSMNT 500 S.F. AREA WNDW5 SHALL HAVE STRAI6HT ARM HINGE WHEN EXIST. WOOD % REo. S.F. PROV. T LL1 OPEN m DECK a.7 S.F. D 2.IF DOUBLE TILT WASH HUNG - ALL DBL. HUNG WNDWS TO BE F 15.6 S.F. 5/ � \ � � 505 S.F. �p p 0 - Q,D LL1 5.ALL GLAZING WITHIN IS" OF FF AND WNDWS AT / \ �u i VENT 6.5 S.F. 102.2 S.F. O BATH/SHOWERS TO BE TEMP. 5L. 4.5EE PAGE G-005 FOR FRAMING ELEMENTS AROUND / \ 10" WINDOWS (TYP. FOR ALL) U.O.N.;PROV. (2) 2"xlo" I 106 _ J HDR. U.O.N.EGRESS NOTE: 6_5 7-3y2" 4-I jY2 2'-O IN COMPLIANCE V41TH J / \ E CODE, SECTION R310.2I THE FOLL WNG MEANS OF / \ M 2 104 1p3 Q EGRESS SHALL BE FOLLOWED: NET CLEAR OPENINS........... 5.7 S.F. NET CLEAR HE16HT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM DW ~ STAIR 8 RAILING NOTE: GE) I. ALL NEW STAIRS SHALL HAVE MAX. 5-I/4" RI d MIN. 10" 107 w Tr - CLOSED RISERS MODIFIED O r I'-o" ' 2. 42" HIGH GUARDRAIL KITCHEN UARRAIL 4 SPINDLE 5PAGIN6 NOT TO `r ALLOW PA55A&E OF A 4" 0 SPHERE;56" HIGH -'� 215 S.F. HANDRAIL Q SPINDLE 5PAGIN6 NOT TO ALLOW PA55ACE OF A 4" 4) SPHERE Q 0 u 5. 6RIPPABLE RAIL AS PER CODE a� J ,� MODIFIED NEW UP �` �- m 6� `I MODIFIED -a - BEDROOM OSMOKE DETECTOR / co DETECTOR NOTES: O LIVING ROOM 170 S.F. I. PROVIDE CODE COMPLIANT SMOKE / CARBON 1� 3'-O" V-6, m 200 S.F. MONOXIDE COMBINATION DETECTOR HARD WIRED TO _ no EACH OTHER w/BATTERY BACKUP. _ J w 2.INSTALL ALL AS PER MANU. 5FEG.'s O > O O 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR m 2 IN COMPLIANCE WITH LOCAL CODE w 113 O ONEW WOOD FLOOR: �t �' 4'-O" 3'�° 6t l, ~O O J I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); - 5CREW PERIMETER OF 5HEATHIN6 4" O.G. $ 12" O.G. ® 7'-O" LL O w a INTERIOR. ylpJ PROP. C] - Z J 2.NEW FINISH FLOOR PER H.O. SELECTION � m 114 II SF. P O 10 Q -aqj } N 0 (V 6 O NEW TILE FLOOR: T 14'-2" m g g o a _ I. NEW TILE FIN15H (H.O. TO SELECT) UPON 6 - _ _ _ _ _ _ J J w z a :;t q'-I I" 4'-O 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON PROPOSED r IIb 5 ❑ O JO � � W O 5.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON O 1U U Q J 2 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 6 SCF;m4; MUDROOM M/Go U w w N O 3: O SCREW PERIMETER OF 5HEATHIN6 4 O.G. 4 12' O.G. ® ID S.F. 5'-5�� OPEN TO � C7O 5m REF. NET BAR I ABOVE 3 O w w w Q Z N INTERIOR. ) I 5 to N Z 2 H �_ N PROP. UTILITY I/ G Z Z L) M o Fn O 7 NEW LAUNDRY ROOM: - z z d m O a I. NEW WASH / DRY HOOK UP ri Z 2.COORDINATE LAUND. ROOM d DOOR DIM.'e :t CHASE 4 O I O O O O -> M J w/ SIZE OF EQUIP. O=� \ z a J J J >� ~ C] \ N t-- 000 W wU- 2-7 5-5 112 )PROPOSED 3.PROVIDE HOOK UPS AS REQ'�5 PER MANU. � U. U.I¢W.X3Qif. I 2 Z F- F- F- � = ZO 6 ACCESS "r � m BATHROOM = O 0 DRYER EXHAUST NOTE: HATCH b rn N N PROP. r I 14) RI M X. 5. 5" 66 S.F. 0 O >- Om w I. DUCT SHALL TERMINATE TO EXTERIOR O PANTRY �_ NEW U 13) Tr M N. I v g ' 2.DUCT SHALL TERMINATE MIN. 4'-O" FROM ANY I_1 ;� 25 S.F. III ® ® I-I OPENINGS A-301 OPROP. 7LI IF v A-501 Q 5.DUCT 51ZE A5 PER MANU. 5-5 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 5. 7RANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - - CONSTRUCTION. FLEXIBLE TRANSITION DUCTS U5ED TO I jn 4 Q CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM (0-0 IIS 0" m 5M/GO N p SHALL BE LIMITED TO SINGLEE LENGTHS, NOT TO EXCEED 5 FEET AND SHALL 13E LISTED AND LABELED _ PROJECT: IN ACCORDANCE WITH UL 215l3A. - - - - - - , 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID PROP. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS PROP. l0a �of� RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST D ti in \\\ LAUNDRY DUCTS SHALL NOT BE CONNEC.T'ED WITH SHEET-METAL 0 265 S.F. ROOM = w i FOYER O SCREWS _ - 4 b To S.F. - RAM I R EZ 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER - G RENOVATION LOCATION TO THE WALL OR ROOF TERMINATION. THE O MODIFIED PROP. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - PWDR. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 10° DINING ROOM a BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 145 S.F. S. O NOT INCLUDE THE T'RANSITIOi�I DUCT. D 102 I 28 5:5-p 9330 SOUND AV ENUE NUE O5 TYPICAL BATHROOM NOTE: - 14'-5y2" 6'-loy2" �Is�p" MATTITUCK, N.Y. 11952 I. WALL BOARD I.I. INSTALL MOISTURE RES15TANT GYPSUM BOARD IN ALL BATHROOMS - _ 19 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS E DRAWING TITLE: 2. SHOWER FLOORS 6'-I" a'-Sy2" 2'--7Y:2" PROPOSED FIRST FLOOR PLAN 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.2. CONCRETE MUD-5ET(SLOPE I/5" PER FOOT - PROPOSED TOWARDS DRAIN) UPON Q COVERED NATURAL LIGHT m 2.5. WATER PROOF MEMBRANE TO COVER 5HOWER 1z PORCH O FLOOR, WRAP DRAIN k ATLEAST 15" UP WALL5 220 S.F. K VENTILATION FLOOR O ELEGTRIGAL METER: 17-NSW AREA 505 S.F. EXIST, GREAT 0 I. REMOVE d• RESET EXIST. ELEC, METER AS DN. ■ .D % REO. S.F. PRO\/. ROOM PER NY5 MECH. CODE, S UTILITY 00. - 505 5.F. - STANDARDS 26'-5y2" LIGHT 24.4 S.F. 57.6 S.F. PAGE: 2. INSTALL NEW ELECTRICAL 200 AMP PANEL m REo'D RE AS PER NY5 ELECTRICAL COME VENTNT 12.2 S.F. 52.4 S.F. OIO PROVIDE (2) NEW 5 TON A/(: CONDENSERS: A-10 ■ I. UNITS BY "RHEEM" OR APPROVED EQUAL 5 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I" 5 SECOND FLOOR "ZONE 2" ® MASTER SUITE, "ZONE 5" K REMAINING SECOND FLOOR AREAS 5.INSTALL AS PER MANUFACTURER SPECS 4.INSTALL UPON CONCRETE PAD DATE: 12/19/24 7 OF 18 AS PER DETAIL � ! `r N II PROVIDE (U NEW 5 TON HYDRONIG AIR HANDLER: I. UNIT BY "RHEEM" OR APPROVED EOUAL 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 2" MASTER SUITE, "ZONE 5" REMAINING SECOND FLOOR D 2 D AREAS " S.UNIT TO BE INSTALLED IN ATTIC FIRE RATED GARAGE WALL AND CEILING: 17'-b" 7'-6" 2o'-5y2" 21'-5y2" 12 PROVIDE J" "TYPE X" FIRE RATED SHEET ROCK AT CEILING AND WALLS FROFOSE7) FIRST FLOOR FLAN 5GALE: 1/4" = 1'-O" I,0fg5 S.F. HAE3I7AE3L� SFAGE; 5,54cl S.F. 0F055 AREA - .'. SEE FAOE A-2201 .00 0 Jul I NDOA r�)00 SCHEDULE ..+ GENERAL 5%r�150L a Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. W Z O WHEN APPLICABLE) 6"1'-2" W = N EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 25-6 41'-6" H � W,� a mZ STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) ZX4" STRUCTURAL P05T FOR 4" WALLS O El WOOD FRAME (L.G. STL. � J I-- J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL 25'-6" H Y POST FOR U) W 6" WALLS), U.O.N. � 1 12'-q" I ,-q° � CD O NE 2-HR FIRE RATED W OOOD FRAME (L.G. STL. A a � � WHEN APPLICABLE) ZO " = O FLOOR PLAN NOTES \ / Z w \ / Q W DOOR NOTE: J OI I. INSTALL NEW INTERIOR DOORS 1^1HEN GALLED \ / > 1* O OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED _ OUT ON PLANS BY 'THERMATRU' (OR EQUAL). Q \ / O J T-1 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU 5PEG.'s Z >: 4 3.PROVIDE (2) 2"x5" HDR., U.O.N. \ ( / Q Z 4.SEE PAGE 6-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYF'. FOR ALL) U.O.N. A \ / - LLL J cV WINDOW NOTE: VAULTED CEILING A - Lo m T-1 O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN ABOVE �' u- [�- =) Lo 400 SERIES CASEMENT, AWNING OR PICTURE (AS NATURAL LIGHT 8 NATURAL LIGHT 4 NATURAL LIGHT O NOTED); INSTALL AS PER MANU. SPEC.'S. SEE NOTE O 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ VENTILATION VENTILATION VENTILATION IN "CLASS WINDOWS AND DOORS" ON PAGE 57-002 FOR MINIMUM REQUIRED WINDOW c�v c�V PR FLOOR OPOSED AREA 6 FLOOR FLOOR 20 S.F. AREA 135 S.F. 120 S.F. PERFORMANCE. IF CASEMENT WINDOW5 - ALL GSMNT A MASTER AREA WNDWS SHALL HAVE STRAIGHT ARM HINGE WHEN O BEDROOM �� `� REQ. S.F. PROV. � REQ. S.F. PROV. � REQ. S.F. PROV. WOPEN i 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE / I \ 40o S.F. Q 2 LIGHT LIGHT LIGHT 4q.6 S.F. q6.7 S.F. 10.6 S.F. 31.5 S.F. q.b S.F. 43.3 S.F. TILT WASH / \ D REQ D REQ'D 3.ALL GLAZING WITHIN W' OF FF ,AND WNDW5 AT I NEW ' VENT VENT VENT (� BATH/5HOWER5 TO BE TEMP. 6L. / \ DN. i, - REQ,D 24.5 S.F. 44.4 S.F. REov 5.4 S.F. 11.4 S.F. IREQ,D 4.5 S.F. 20.2 S.F. � 4.5EE PAG C G E -003 FOR FRAMIN ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROV. (2) 2"xIO" - U HDR. U.O.N. EGRESS NOTE: / \ 3 ry C "I'-I" 14'-812: 13'-4y2" 6'-6" J IN COMPLIANCE WITH NEW YORK STATE BUILDING / I \ O Q L Q IF P Q CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 13 EGRESS SHALL BE FOLLOWED: z NET CLEAR OPENINO........... 51 S.F. NET CLEAR HE16HT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM / I \ ~ 14'-6° 13'-II" 12'-O" O STAIR $ RAILING NOTE: I. ALL NEW 5TAIR5 SHALL HAVE MAX. 5-1/4" RI d MIN. 10" Tr - CLOSED R15ER5 A 2. 42" HIGH GUARDRAIL +E SPINDLE SPACING NOT TO q'-O" 6'-6" PROVIDE EXPOSED ALLOW PASSAGE OF A 4" (P SPHERE;56" H16H NON-STRUCTURAL CATHEDRAL ° PROPOSED HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW WOOD BEAMS CEILING ABOVE1 PASSAGE OF A 4" (P SPHERE IT-6 \ BEDROOM 3. GRIPPABLE RAIL AS PER GORE - - - - - - PROPOSED 120 S.F. PROP05ED C..) m_ FAMILY ROOM 5M/GO O4 SMOKE DETECTOR / GO DETECTOR NOTES: BEDROOM MASTER 5M/00 135 I. PROVIDE CODE COMPLIANT SMOKE /CARBON m cV 201 MONOXIDE COMBINATION DETECTOR HARD WIRED TC 220 S.F. EACH OTHER w/BATTERY BACKUP. 2O2 w 2.INSTALL ALL A5 PER MANU. 5PEG.'s O 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR T-6 IN COMPLIANCE WITH LOCAL CODE 5 6y� PROP. � 2 1 WALK-IN cv w w O NEW WOOD FLOOR: II_O O II 30 S.F. Z z I. NEW J" PLYWOOD 5UBFLOOR BENEATH (CLUE d SCREW); D N - _ O o SCREW PERIMETER OF 5HEATHIN6 4 O.G. It12 D.G. ® tWy� i i _6 3 O CL V INTERIOR, O r .D p 2.NEW FINISH FLOOR PER H.O. SELECTION 20q �SM/OGO __-_- Z Q Q o Q O NEW TILE FLOOR: - Q rn >- w 1 fn Q ZZOD N W I. NEW TILE FINISH(H.O. TO SELECT) UPON Q � Z _ 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON - LT�QN - - CT w O o � g N v 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 7 q_11 6 V V Q J L 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 3 SCREW); 7-6° 6 w w = 2 w O SCREW PERIMETER OF SHEATHING 4" O.G. # 12" O.G. ® 20 H 0 0 O 0 INTERIOR. N PROP. PROPOSED N Z Q >- WALK-IN _ � x � � BELOW O NEW LAUNDRY ROOM: 3'-0" 3_6„ 210 43 S.F. OPEN TO 3 4 BATHROOM v m O o �¢ I. NEW WASH /DRY HOOK UP 2QW.X50H ' 4' O" Z Ir w m N - 2.COORDINATE LAUND. ROOM d DOOR DIM.'s ACCESS O O O O - M -i w/51ZE OF EQUIP. HATCH F- o O o �ii WE Z F- F- F- _ OZ 3.PROVIDE HOOK UPS AS REQ'S PER MANU. SM/CO 1Z pQ _j _j _ Z p `N r in m =) n; (n 0 � V O u. wu. u. g0w DRYER EXHAUST NOTE: g �`+ 1 in i_v „ _ � o � � � >- o w 1. DUCT SHALL TERMINATE TO EXTERIOR t-' 15) Rt M 6. 5 i L) 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY fV 14) Tr IN. O" cV OPENI N65 N�i 3.DUCT SIZE AS PER MANU. A-301 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER T PROF, PROF, , 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN m 212 Lc 1 WALK-IN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 8 S.F. r r CL in CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM `t-'I``t 43 S.F. NEW Q SHALL BE LIMITED TO 51NGLE LENOTH5, NOT TO UP p EXCEED 6 FEET AND SHALL BE LISTED AND LABELED3'-O" 1 ' IN ACCORDANCE WITH UL 2I56A. PROJECT: 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL W SMOOTH INTERIOR SURFACES WITH JOINTS in - 6 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 6 � RAM I R EZ SCREWS PROP, Q. 214 r GT 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER Q SM/GO LOCATION TO THE WALL OR ROOF TERMINATION. THE = PROPOSED z WALK-IN _ RENOVATION MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 BATHROOM m go 204 �2_5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° 140 S.F. i- 6 6" m PROPOSED BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ___ \\\ ' I'-5" i} ® BATHROOM NOT INCLUDE THE TRANSITION DUCT. -� LINEN 55 S.F. O TYPICAL BATHROOM NOTE: 0 206 9330 SOUND AVENUE I. HALL BOARD PROP. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN Q F 005 WALK-IN Q MATTITUCK, N.Y. 11952 ALL BATHROOMS 201T CL. Fn DS ?1.2. INSTALL CONCRETE BOAR IN ALL SHOWERS AND - - 206 16 S.F. TUB 5URROUND5 Q 0 I 2. SHOWER FLOORS B G B 2 5M/GO sM/Go - ------= o DRAWING TITLE: 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.2. CONCRETE MUD-5ET (SLOPE I/6" PER FOOT b-I' 6'-I g,-3y2„ BEDROOM TOWARDS DRAIN) UPON 4` 65' PROPOSED SECOND FLOOR PLAN R 2.5. WATER PROOF MEMBRANE TO COVER SHOWE y - FLOOR,WRAP DRAIN S AT'LEAST 16" UP WALLS r PROPOSED O ELECTRICAL METER: - BEDROOM I. REMOVE ✓E RESET EXIST. ELEC. METER AS m cV 150 S.F. PER N Y5 MECH. CODE, 4 UTILITY CO. iv '-n NATURAL LIGHT $ NATURAL LIGHT 4 STA2. INSTALL NEW ELECTRICAL 200 AMP PANEL h VENTILATION VENTILATION qd� PAGE: AS PER NY5 ELECTRICAL GORE H AREA 155 S.F. FLOOR 150S.F. ' 10 AREA PROVIDE (2) NEW 3 TON A/C CONDENSERS: 46 REQ. S.F. PROV. 9b REQ. S.F. PROV. A-104 � I. UNITS BY "RHEEM" OR APPROVED EQUAL 0 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I" $ r L16HT L16HT SECOND FLOOR "ZONE 2" ® MASTER SUITE, "ZONE 3" i- REQ'D 12.4 S.F. 32.8 S.F ReQ,D 10.4 S.F. 27.6 S.F. . REMAININ 6.2 G SECOND OOR AREAS VENT VENT S.F. 22.6 S.F. 5.2 S.F. I'1.8 S.F. F = DATE: 12/19/24]1 8 OF 18 3.INSTALL AS PER MANUFACTURER:SPECS REQ D REQ D 4.INSTALL UPON CONCRETE PAD AS PER DETAIL �, PROVIDE (1) NEW 5 TON HYDRONIC AIR HANDLER: II : I. UNIT BY "RHEEM" OR APPROVED EQUAL 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 2" AREAS MASTER SUITE, "ZONE 3" REMAINING SECOND FLOOR 6'-6" R 8'-5" b'-6" 3.UNIT TO BE INSTALLED IN ATTIC FIRE RATED GARAGE WALL A1gD CEILING: 25-0 20'-52" 21'-by2" 12 PROVIDE i" "TYPE X" FIRE RATED SHEET ROCK AT CEILING AND WALLS FROPOSED SECOND FLOOR PLAN y;1 2,455 S.F. HAE3ITAE3LE SPACE; 2,455 S.F. OROSS AREA 50ALE: 1/4" = P-O" SEE PAGE A-20 .00 FOR NINEON I$ E7)OOR 5C.,HEL UL (5EI ` ERAL. S I t,-150L <E) : O _ EXISTING TO BE DEMOLI5HED NEW PARTIAL HEIGHT Q U • W Q H WOOD FRAME (L.O. STL. O EXISTING TO REMAIN WHEN APPLICABLE) W Z O J r-I NEW WOOD FRAME (L.O. NEW FOUNDATION WALL X-i �v Q W }: STL. WHEN APPLICABLE) W Lu Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL F- WOOD FRAME (L.G. STL. P05T FOR 4" WALLS O WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL 'J H- J P � � POST FOR 6" HALLS), U.O.N.NEW 2-HR FIRE RATED O O O O WOOD FRAME (L.O. 5TL. 0 WHEN APPLICABLE) }- d' m Z ' O FLOOR PLAN NOTES DOOR NOTE: Z W a J J I I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 0c)� 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED - r"I OUT ON PLANS BY 'THERMATRU' (O EQUAL). J O 5.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEC.'S 3.PROVIDE (2) 2"x8" HDR., U.O.N. VAULTED CEILING ' Q Z � 4.5EE PAGE 6-005 FOR ALL OTHER FRAMING BELOW ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. LPL.O W W W WINDOW NOTE: � _ � 2 I. ALL NEW Ln w- %-I S d DOORS SHALL BE ANDERSEN O 400 SERIES CASEMENT, AWNING OR PICTURE (AS � I O NOTED); INSTALL AS PER MANU. SPEC.'S. SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PAGE 6-002 FOR MINIMUM REOUIRED WPNDOW N PERFORMANCE. IF CASEMENT WINDOWS - ALL CSMNT WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN OPEN W 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE TILT WASH 3.ALL GLAZING WITHIN 18" OF FF AND WNDW5 AT � V BATH/SHOWERS TO BE TEMP. 6L. W 4.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROV. (2) 2"xl0" RAFTER ENDS - NO WALL HEIGHT U= J HDR. U.O.N. U J EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING a CODE, SECTION R510.2.1;THE FOLLOP41N6 MEANS OF EGRESS SHALL BE FOLLOWED: NET CLEAR OPENIN(S........... 5.1 S.F. NET CLEAR HE16HT............... 24" MINIMUM T CLEAR WIDTH................. 20" MINIMUM 3 CATHEDRAL STAIR $ RAILING NOTE: GEILIN6 BELOW 1. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4 RI # MIN. 10 Tr - CLOSED RISERS 2. 42" HIGH GUARDRAIL E SPINDLE SPACING NOT TO ALLOW PASSAGE U1E OF A 4" cp SPHERE;36" HIGH O HANDRAIL # SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE ry p 5. 6RIPPABLE RAIL AS PER CODE r la9 O4 SMOKE DETECTOR / GO DETECTOR NOTES: I. PROVIDE CODE COMPLIANT SMOKE / CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEC.'S 3.SMOKE DETECTOR AND CARBON MONOXIDE0NOXIDE DETECTOR w O O IN COMPLIANCE WITH LOCAL CODE: O it w W w > NEW CS w 0 Z Q CS NEW WOOD FLOOR: Uj � DN Z 5 0 O I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE $ SCREW); N O �- w SCREW PERIMETER OF SHEATHING 4" O.G. E 12" O.G. ® r INTERIOR. RIDGE HEIGHT - 10'-1/2" 2.NEW FINISH FLOOR PER H.O. SELECTION NEW _ _ _ _ _ _ 0 Z .� DN. EK-UP - - - - Z Q Q O NEW TILE FLOOR: Q rn �. 2.ONE LAYER 1. NEk4 TILE NTH NSETISH O(LEVELED PROPERLY) UPON LECT) UPON6 6 = _ In Z ? J J W = (n U U V Q J 0 3. EW " DUROGK GEMENTBOARD (OR EQUAL) UPON �PROFOSEP J4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE SCREW); ATTIC w wR WO SCREW PERIMETER OF SHEATHING 4" O.G. b 12" O.G. ® UNFINISHED; N w w 00 INTERIOR. UNCONDITIONED / \ cV N in Z = Q >. O NEW LAUNDRY ROOM: F- J t Z w m O Q I. NEW WASH /DRY HOOK UP ��-l / I-I Z Z L) Co 0 O u. 2.COORDINATE LAUND. ROOM +E DOOR DIM.'sO O O O -> 0- J A-301 A-501 F O O O W H w w 51ZEOFEQUIP. � � / I Z au. IJiIJi � ZO 3.PROVIDE HOOK UPS AS REQ'S PER. MANU. 0 O W Z F- F' F' Z O DRYER EXHAUST NOTE: c_v Q / M 0 0 0 O F- 0 1. O OW LLuu., } mN / \ , DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINGS 0 ri .DUCT SIZE AS PER MANU. WALL HEIGHT - 4'-"1" � \ 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN / \ CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Q / \ O SHALL BE LIMITED TO SINGLE LEN6TH5, NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2155A. / I \ PROJECT: 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST - DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL WALL HEIGHT "I'-4 - RAM I R EZ SCREWS � 1 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER / I \ `) LOCATION TO THE WALL OR ROOF TERMINATION. THE RENOVATION MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. lu Og TYPICAL BATHROOM NOTE: PROPOSED ATTIC I. WALL BOARD � � UNFINISHED; UNCONDITIONE ALL BATHROOMS D 9330 SOUND AVENUE I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN y I * MATTITUCK, N.Y. 11952 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND i J TUB SURROUNDS I DRAWING TITLE: 2. SHOWER FLOORS 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 0 2.2. CONCRETE MUD-5ET(SLOPE I/8" PER FOOT °TOWARDS DRAIN) UPON 10:12 SLOPE 10:12 SLOPE z PROPOSED SECOND FLOOR PLAN I 0 2.5. WATER PROOF MEMBRANE TO COVER SHOWER ABOVE ABOVE FLOOR, WRAP DRAIN d ATLEAST IS" UP WALLS O ELECTRICAL METER: ri I. REMOVE d RESET EXIST. ELEC. METER AS IL PER NYS MECH. CODE, d UTILITY CO. IL STANDARDS 2. INSTALL NEW ELECTRICAL 200 AMP PANEL PAGE: AS PER NY5 ELECTRICAL CODE to PROVIDE (2) NEW 5 TON A/C 00 IDEN5ER5: I. UNITS BY "RHEEM" OR APPROVED EQUAL A105 e 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1" 8 ■ as SECOND FLOOR "ZONE 2" ® MASTER SUITE, "ZONE 5" REMAINING SECOND FLOOR AREAS 6 .INSTALL PER MANUFACTURER SPECS 4 UP D 10'-lOy2" 10'-lOy.2 DATE: 12/19/24 8 OF 18 4.INSTALL UPON CONCRETE PA A5 PER DETAIL II PROVIDE (1) NEW 5 TON HYDRONI0 AIR HANDLER: I. UNIT BY "RHEEM" OR APPROVED EQUAL 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 2" MASTER SUITE, "ZONE 5" REMAINING SECOND FLOOR AREAS 5.UNIT TO BE INSTALLED IN ATTIC FIRE RATED GARAGE WALL AND CEILING: 12 PROVIDE J" "TYPE X" FIRE RATED SHEET ROCK AT GEILIN6 AND WALLS FROPOSED ATTIC, FLOOR PLAN SCALE: 1/4" = P-O" K a f _r SEE f=A0E A-20 .00 FOR NINDOA BOOR SC--,HEDUL BUILDING 5EGT1 ON NOTES NEW ROOFING NOTE (TYPJ: OI I. INSTALL NEW ROOFING AS NOTED ON ELEVATIONS 2. INSTALL ICE AND WATER SHIELD FROM FASG A I P TO 24 PROPOSED RIDGE HEIGHTI!j� FROM INSIDE FACE OF STUD WALL ELEV. AND AT VALLEYS OVER I ---- 3. INSTALL 15 # BUILDING FELT (U.O.N.) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REO'D) b. PROVIDE RIDGE VENT (AS REO'D) T FLASH ALL VALLEYS 5.INSTALL DRIP EDGE (BLACK) AS REO'D Q. INSTALL ALL AS PER MANU. 5PEG.'s OTYPICAL ROOF $ CEILING 001,45TRUCTION: • NEW ROOFING AS NOTED • 1/2" GDX PLYWD 5HEATHING (BL.OGKINO ® ALL P SEAMS) - • G.T. AS NOTED ON PLANS ® SPANS --- -OVER V INSTALL "X" BRIDOINO ® CENTER or- SPAN, U.O.NJ • PROVIDE R-50 BATT INSULATION W/3" SPRAY -- - — -- �- IL 0 -- -- __--==.=— — = PROP - - - TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: FAMILY M. ----_ --- 3 UPON "TYVEK" HOUSE WRAP (OR'. EQUAL) -_ - • UPON I/2" GDX PLYWD. SHEATHING (BLOCKING ® ---- .- _ _— ---ALL PLYND ----_ -------- 5) • 2"xb" STUDS 016" O.G. w/DBL. TOP PLATE II� PROVIDE 2' SPRAY FOAM (R-14);PLUS R-II BATT INSULATION;TOTAL R-25 • 5/8 GYPSUM BD. WALL FINISH EXIST. EXTERIOR 2"X4" STUD WALLS PROVIDE NEW 3" it i SPRAY FOAM (R-21) LL - -__-.— O NE INSTALL 51MINO NOTE (TYPJ: - �1-- 1. N W SIDING AS GALLED OUT ON ELENATIONS PROP. PROP. PROP. /EE ELEV. +12.X15TINO SECOND FINISHED FLOOR --------- 0' 2. "TYVEK" HOUSE WRAP (OR EQUAL) GL. HALLWAY PROP.WALK IN CLOSET PROPOSED / 3. INSTALL ALL AS PER MANU. 5PEG.'s - HALLWAY BATHROOM 4. PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION �-- WALL TYPICAL FLOOR GONST'RUGTIO lam•. -_ - ----- --- -- O NEW F.J. PER PLAN - -—_--• 3/4" GDX PLYWD SHEATHING (BLOCKING ® ALL 4 1 — PLYWD SEAMS) FF=I - u • F.J. AS NOTED ON PLANS (® SPANS OVER 8' _ INS E-ll T 'X" BRIDGING ® CENTER OF 5PAN, ____- =_• PROVIDE AMA BAIT INSULATION � u• SPRAY FOAM AT RIM JOIST;PEP:IMETER OF II - n l �- --1 PROPOSED PROF -- MUDROOM PANTRY, PROP. FOYE OF. PROPOSED 5 EX15T. FIRST�INISHED FLOOR , f KITCHEN' 4 L.R. B ND� HA WAY BATHROOM ELEV. +2.2' }_ --- - D Ell u BASEL I NE tl PROPOSED EXISTING ELEV. +0. - CRAWL5PACE GRAWLSPAGE •i --.__—_—_—__,_— GRAWLSPAGE a SECTION I -I/A-50I ELEV. -2.0' SCALE: 1/4" r -rK PROPOSED RIDGE HEIGHT ------ - ELEV. +24.3' -- 5 PER P A - - - -- - ---- - -r LL- -- --- i- - -- XISTING SECOND FINISHED FLOOR 4 ELEV. +12.0'---------� PROPOSED MASTER BEDROOM _Li LLJ - li I i - ° L EXIST. FIRST FINISHED FLOOR ELEV. +2.2' - - - - 1% _ --- PROPOSED -' MUDROOM PROPOSED - -- --BASELINE GARAGE 5 ELEV. +O.O' --- -- --_ -- - Oz_ PROPOSED in GRAWLSPAGE I SECTION 2-2/A-501 SCALE: 1/4" DENERAL 5""r��50L <E""r Q U H 0)_ EX15TINO TO BE DEMOL.I5HED NEW PARTIAL HEIGHT W W N i WOOD FRAME (L.G. STL. WHEN APPL I GABLE) J TA EXISTING TO REMAIN /� I- e-I �---�---�-{ NEW FOUNDATION WALL Q NEW WOOD FRAME (L.G. W >: 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUCTURAL � = Z WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. 0) O NEW 2-HR FIRE RATED C) " O O WOOD FRAME (L.G. STL. 1 (L ` Lo m WHENAPPLIGABLE) — — — — — — — — — — — — Z ' GONGETE - GOLD WEATHER POURING 4 GONCR:ETE MIXTURE POURED CONCRETE AND STEEL REINFORCEMENT NOTES: — — — — — — — — — — — — .— — — — — I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 14'-Sy2" 10.-0" W FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATURE I ^ Q DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE (v}�\ _j 00 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 2• SPECIFICITY OF CONCRETE DEVON MIX SHALL BE BY OTHERS ' SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I I J ENTIRETY OF POUR CONTACT ARCHITECT W W HEN ATER CONFORM TO AGI 506. I I — — — — — — O ENCOUNTERED cV Z d' 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS 4• GIN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I I Z N SURFACES. FROZEN ROUND MAY BE REMOVED OR HEATED TO — — — — — — — — — — — — — — —— — — — — — — — — — — _ _ _ _ 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT TEMPERATURES WITHIN 10• F OF CONCRETE. I L w 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I I 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED REMOVE AS REO'D. I 5 ~ q_ Lo CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I NEED TO BE EPDXY COATED PERMITTED WHEN NECESSARY. (6. U.O.N., R:EBAR LAPS SHALL BE A MIN, OF 40 DIAMETERS. ALL LAP5 -J• FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR H16HER SHALL BE 5TA66ERED AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. Lu -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN PLACE AT TIME OF POURINO 4 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. COVERAGES, AND PLUMBNE55 MAINTAIN REQUIRED CLEARANCES, I q, NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 5. CEMENT SHALL CONFORM TO A5TM C-55 FOR STANDARD !HEIGHT PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 ( `U CONCRETE (ASTM G4Q4/G494M, TYPES G AND E). 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL SLOPE ( = J AREAS EXCEED ONE SOUARE 11. ONCEINCH.CONCRETE IS PLA ED. CONCRETE SHALL NOT BE EXPOSED I I U J TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS e Q REACHED A COMPRESSIVE STRENGTH OF 500 PSI. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506 PROVIDE #5 PINNING I' w O.G. VERT.;EPDXY INTO EXIST. WALL 6";ALLOW 'i FOR a" INTO NEW P. • L GONG. WALL STRUCTURAL PLAN NOTES I ° — — — — — — — — — — — — , — — — — — UL I - - - I ` E OHOLDOWN: L— — - - — — — — — — f — — — — — — — — I HOLDOWN 'A' AS PER PAGE 6-005 57L. COL. (TYPJ: O2 5-1/2" O.D. SCH 40 STL. COL. (A5TM A125) BY SIMS STEEL X U (OR EQUAL) TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: O • (2) 2"xb" P.T. SILL PLATES H/COPPER TERMITE SHIELD lu N XG PROVIDE SOLID BLOCKING TO SILL w PLATE UNDER ALL P05T 0 0 • ANCHOR BOLTS AS PER PAGE G-OOB AT FOUND. WALL (TYP) M 2 • P. GONG. FOUND. WALL AS PER DETAIL UPON ( 0 w • P. GONG. FOOTING AS PER DETAIL_ C7 w 2 • A5PHALTIG MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 5'-0" BELOW GRADE MIN. I Z • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN O (3 APPLICABLE) ~O 30 .J • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / O Q V STOOPS (WHEN APPLICABLE) d • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET I Q (5) 2"X5" HEADER D'? 0 - Z J -71T Z Q Q � Q FOR HEIGHT OF WALL b SLAB (WHEN APPLICABLE) 24"X56" P. GONG. "d Q$ Q$ Q a) > Lu p I `FTC. BELOW 5.5" tz ',§ ~ - Q Q Z Z O w JI ~ Z STEEL COL. ABOVE F (— -� I I N = w = W a O 24"x24 x12" DEEP P. GONG. PAD FOOTING I O O — N N �p U U N g I- -1 � x a TYPICAL LEDGER BOARD 0 EXT, DECK: 5 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS __ — — — y,' N W Z 0: O O 2. SECURED H/(2) 5/5" (P x 5" LONG H.D. 6AL. LAO 5OLT5 I ` J — ~ ~ NEW SGH505 O 24"X24 P. GONG. w w Q Z N ® 16" O.G. cV Q� STEEL 4"X4" FT&. BELOW 5.5" Z Z U m O Q EZS BY 'SIMSON' (O ABOVEU) O tL5. INSTALL H.D. GALV. J015T HANG . Irit EQUAL) 3'XS'X56"D ,p O O O O — M 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING GONG. FTC. X Z Q O O O Q BENT OVER TOP EDGE OF LEDGER BD. Z 5. SEE DETAIL 15/A-402. NEW 2"X5" J �_ Z F- = O ® 16" O.C. X ® p (rE � >- 0w FOR WOOD 5TAIR5 ® GRADE: 5 I ) lu v u. u u. g m N O6 4" THK. P. GONG. PAD 5" WIDE x REOV LENGTH UPON 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS MAX. W' O.G.,U.O.N. (MIN. 5 STRINGERS) OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS REO.'D TO ACCOMMODATE 6ARAOE DOOR CLOSURE 1 — — — — W (VERIFY DIM. IN FIELD) Q I SOIL BEARING CAPACITY NOTE: 5'-5 STRUCTURAL DEVON OF FOOTINGS ASSUMES A SOIL I I PROJECT: BEARING CAPACITY OF 0.15 TONS/5,F. I � o Q� PROVIDE SOLID BLOCKING TO SILL RAM I R EZ m s I PLATE UNDER ALL POST w ® N� K E N O VAT I O N AT FOUND. WALL (TYP) m Q ( PROVIDE #5 PINNING I' O.G. VERT.;EPDXY INTO 6 I 5 EXIST. WALL 6";ALLOW NEW 2"X5" P1 DJ FOR 9" INTO NEW P. ® Iw O,U GONG. WALL 9330 SOUND AVENUE I MATTITUCK, N.Y. 1.1952 II �- - - - — - - - - - - - - - X L' DRAWING TITLE: O - - - - - - - - - - - - — — — — — — PROVIDE #5 PINNIN6 I' O.C. BOXY INTO PROPOSED STRUCTURAL PLAN i� I Cl V O FOR q" INTO NEW F. GONG. WALL rn (2) 2"XIO" PT DRP. 61RDEFZ _ _ _ (2) 2"XIO" PT DRP. GIRDER 0 - - - - - - - - - - - - - - - - - - PAGE: X ® tu S-10 ISO DATE: 12/19/24 14 OF 18 FROPOSED FOUN7AT I ON STRUCTURAL PLAN SCALE: 1/4" = 1'-0" r. o ,. OE I ERAL 5'%r��50L. < "',r : Q V —{ NEW PARTIAL HEIGHT ~ O —I EXISTING TO BE DEMOLISHED W Z_ CN WHEN APPLICABLE) O WOOD FRAME (L.G. STL. EXISTING TO REMAIN - J � NEW WOOD FRAME (L.G. NEW FOUNDATION WALL / Q Lij� � STL. WHEN APPL I GABLE) m!/ � Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS J J WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL POST FOR 6" WALLS), U.O.N. 0) O O NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. (L Ln WHEN APPLICABLE) O (5) I.75xQ.5 2.OE OF LAM HEADER ~ O Z � Q L LI J J Zim (O4 Yio 1 � QZLL ��i OL NEW DN. L0 m ri I N O Ln u ri O 3V lu O � 0 PROPOSED Ix NEW ® 2 GAR GARAGE r DN. L u ` 500 S.F. N D 4- EXIST, WOOD F- r — — DECK U 505 S.F. LLI = J LVL HDR. 71,.w' �_ (5) I.75x11.575 2.OE OF LAM HEADER (2) I.75x11.575 2.OE OF LAM HEADER DW (5) I.75x16 2.OE GP LAM HEADER I MODIFIED KITCHEN 215 S.F. - 5'I u- u n% O ►� 0 O MODIFIED x 0 NEW UP 0 MODIFIED — � Q BEDROOM r tl� 2 0 0 0 LIVING ROOM � � 200 S.F, p > ® I C7 w w I I Z z 0 0 .1 o. LL ° Z -i j Q rn r w = PROP. -- Z Z 0 D W NEW CHEW 80 GL. (2a 2°xlo° --- 2 W = (2) 2"xl0" HDR.P OP. > > O Z N ~ STEEL 4"X4" II S.F. D P. HDR. -� w = Q NEW. 2"XIO" WI2X55 STEEL W FLANGE COL. 5.5" STEEL GL' U V N g J V " _ _ PACK OUT WEB TO FLUSH _ _ — _ — COLUMN w 0 ® I6 O.G. h m z OUNT PJ;PRD IDf E SIMPSON I — — — w w O O d 4 ANGERS TO ALL FJ �- �- C7 O cc PROPOSED X-r • N � ZM Q >- MUDROOM �� 5 /Go m � N � 100S.F. t t ww WQZI � ZZ0000 Q V Z cr tr m N O LL �F' � O 0000i> d = t= OOO � � w >I 0 ® J ZF- rrrr � = p0 � (n ( 0 ~ V PROPOSED 0 Ow w w w >' m � �j BATHROOM 0 g PROP. 66 S.F. PANTRY I Q I I Q Ir IH 25 S.F. O O —OAP. ( )R2"xl FLINE] _55.R it� Q • m (5) POST a SM�o PROJECT: (5) POST )-7 N IL — _— — — — — — — -� R o RAMIREZ — �— '(2) 2"xl �t= PROP. X PR P. DBL. 14" LVL HDR. `� `t FO R IL O ® L ROOMY -� 26!7 .F. V 3 ,O S.F. RENOVATION IN _ 0 rn x Q M DIFIED ( 0 I PROP. rD INI GROOM `t ;p J ® PWDR. ■ " 55.F. d) 0 ° 285E O 0 9330 SOUND AVENUE > r MATTITUCK, N.Y. 11952 'I DBL. 14" LVL (2) I.T5xll.5*75 2.OE 6 LAM HEADER 2) I.'15xQ.5 (5) POST - _ _ -- _— LVL "°R• I DRAWING TITLE: -o PROPOSED STRUCTURAL PLAN PROPOSED I -7 Ix COVERED v V rn PORCH O O 220 S.F. (2) I.75xII.&75 2.OE GP LAM HEADER WRAP W/ Ix AZEK O �r 0 — _ _ r EN _ _ �j—��_ _ _ d) ® �u EXIST. GREAT d� ® PAGE: DN. l—Il-- I ROOM K 505 S.F. - : 0 0 1 Q DATE: 12/19/24 15 OF 18 1 (2) I.15xa.5 �qT (2) 1.75x9.5LVL HDR. LVL HDR. F OPOSE17 FIRST FLOOR STRUCTURAL PLAN SCALE: 1/4" = I'-O" °,A�