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HomeMy WebLinkAbout48157-Z f. SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION U ( / a �' C- as 'µ z PROPOSED ACCESSORY STRUCTURE , /.� , W N PROPOSED 2ND STORY y J W N O U Z N / O / F 2 MICHAEL HARTOFIL15Lo STEVE KALTSASQ� �� FE : FA(5E KE� : O O O 15508057'00"E 80�01 I 0- Lo m I 8 2' I °�'P�t ` OVED AS ttl D —QQ ,QQ PROJECT LOCATION & SCOPE "I m w I _ I cu DATE• �� t3.P.# 2 — SITE P = o NEXI5 0 R�MO�EXISTINC DGK AND PROF. NEN WOOD LAN & ZONING DATA D m o SHE o FEE: ' `'� aBY: DECK W/ STA IRS. Z Q w N J NOTIFY BUILDING DEFARTIMENT AT m POST 4 WIRE 765-1802 9 AM TO 4 PM FOR THE J 00 ��®®� .®O FENCE 1 1'OLL0�1lII`1G INSPECTIONS: GENERAL NOTES > -1 O 1. FOUNDATION - TVI1,0 ^� 1I.'±''s..�? FOR POURFD Cc�.,Ir' '.; ENERGY TABLE Z r-t c0 i 2. ROUGH - FRAi�r�:NG �, F_.I_�;rr:k,,;.�' — STRUCTURAL DESIGN CHARTS Z � 4 s. INSULArIOI11I FRC�E�T DATA : O — Q ,QQ PROPOSED DEMOLITION PLANS Lw —i c� 4. FINAL - CO^�STFUCTIUI� IW O RF COMPLETE FOR C.O. _ ALL CONSTRUCTION SHALL 1 P,IwFT O = � — 5 THE REQUInEMENTS OF THE I' .`f. PROJECT ZCNING DATA 55' REAR SETBACK � / POST 4 WIRE- STATE CONSTRUCTION 8, ENFMI,7:1' FENCE CODES. NOT PESP(?NSIEFILE FO ' TAX MAP # 1000-021-04-13 \xi PROPOSED BASEMENT PLAN DESIGN OR CON:,TE?I.lCT;CIV �?�''�'i •;'.: ZONING DISTRICT R-40 / NO PROPOSED FIRST FLOOR PLAN W I I LOT AREA 0.4 ACRES 1 I GofO - HOUSE 8 DECK #225353; 11/12/g7 A-201 .00 PROPOSED EXTERIOR ELEVATIONS w ' = FEMA FLOOD ZONE AE/X/NA DESIGN DETAILS v 2 J cn EXIST. LOT COVERAGE k 4 I CESSPOOL I O — -- — — — — : N % LOT uDESCRIPTION (FOOTPRINT) AREA COVERAGE0 rn I N / 0 / F — rn TOTAL LOT AREA 16 825.0 S.F. I I � MARCCARET CONVEY � _ T > KATE CONWAY EXISTING HOUSE 1202.2 S.F. -1.1% \ 1 EXIST. NEW t PROPOSED DECK 267.1 S.F. 1.690 STANIK STAIRS I --- — ----- N / O / F TOTAL AREA OF ALL STRUCTURES 14-I0.I S.F. 8.7go APRIL K. TNAYEF2 � I„ ( "'"`MAXIMUM LOT COVERAGE ALLOWED - 20% REMOVE I I EXIST. DECK 46.3' tr PROP. DECK 14.0' — t Iq.S' 42.3' REQUIRED SETBACKS MAIN BUILDING REQUIRED EXIST. PROPOSED COMPLIES AIR m EXIST. WD FRAME GOND.I N SPLIT LEVEL HOUSE I FRONT YARD 35.0' 51.4' 5-T.4' YES SIDE YARD 10.0' Iq.5' Iq.S' YES I I BOTH SIDE YARDS 25.0' 311.8' 37.8' YE5 z 18.3 1 REAR YARD 35.0' 125.1' 105.6' YES w I I v t WALKWAY t EXIST. -- GRAVEL I DRIVEWAY 35' FRONT SETBACK r PROJECT: I I D EXIST. WELL IAKOUMAKOS DECK I O N N 1 3040 ROCKY POINT ROAD EAST MARION, NY 11939 NOS°51'50"Vd 80.0' O UTILITY POLE DRAWING TITLE: EDGE OF PAVEMENT PROJECT LOCATION &SCOPE SITE PLAN & ZONING DATA fi� OGKY F 0 1 NT ROAD _ A ' PAGE: G-001 00 DATE: 06/17/22 1 OF 5 S I TE FLAN j SCALE: I" = 15'-0" 51TE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S SITE PLAN 4 15 Fig^ ry SUBJECT TO VERIFICATION BY A LICENSED `"p ' �C'�, SURVEYOR. THE INFORMATION •,1. REPRESENTED ON THIS SITE PLAN IS TO THE 4Q� ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED JULY 30TH, 2018 i( AND PREPARED BY: ` LJi 4r _ •„ '�:': NATHAN TAFT GORWIN III y.- R ".a _ r "�374U�' �V 1586 MAIN ROAD JAMESPORT N.Y. IIcI4-1 j 2022 , fipF TELEPHONE: (631) '12'1 2010 JUL�!U!� LOGAT 1 ON MAF EUILDIN(,DEFT' SCALE: NTS "170','vN OF SOU ..r. CARPENTRY NOTES 4 S� G I I Ci /� I I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER(Fb = e"-M) UNLESS WOOD FRAMING MATERIAL STANDARDS y�f ¢ l`tT I OI�l5 OTHERWISE NOTED. THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE A55REV I AT I ONS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINGED OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY _ 0 T06E1NER AT ALL TIMES. IT IS AL50 THE CONTRACTORS FEST'ONSIBILITY TO READ ALL NOTES, 2ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING f BD. BOARD f INSUL. -INSULATION 1 0 H 0) 5`l. MIN. FOUNDATION EXPOSURE. JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR uj 04 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BFE BASE FLOOD ELEVATION INT. INTERIOR PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT GENERAL IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD BLDG_ BUILDING K KIPS (1000 LBS) F I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. 5PEC.'s MANUFACTURER'S SPECIFICATIONS Lu �; 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY 'TECO" OR APPLICABLE AS A DERIVED WORK). 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL' BOBOTTOM OF MAX. MAXIMUM Z I. IDENTIFICATION: ALL SOLID-SAWN . .LUMBER, GLUED LAMINATED TIMBER, ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING STRUGTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5 MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, BOT. BOTTOM MEGH. MECHANICAL = Z FLOORS,ROOFS, AND WALLS. PREFABRICATED WOOD TRU55E5,GYPSUM, HARDBOARD,AND STRUCTURAL PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR ORADIN6 J ~ J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE,AND LOCAL CODES 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUB5, RULES SPECIFIED IN 1.1 THROUGH 1.5. B.O.W. BOTTOM OF WALL MIN. MINIMUM w � Y AND AUTHORITIES HAVING JURISDICTION. U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, G.J. CEILING JOIST NAVD88 l NORTH AMERICAN VERTICAL DATUM OF Ig58 l 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 7, ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-I/2" BEARING INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED - OF THE OWNER/BUILDER BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AOE:NGY COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE m 5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS 5• MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE - Z SHALL BE CLARIFIED WITH THE ARGHITEGT/EN6INEER BEFORE PROCEEDING AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE CONT. CONTINUOUS O.G. �ON CENTER q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR WITH THE WORK. P.T. INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBL. DOUBLE I OCG. OCCUPANCY REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q J UNLESS APPROVED BY THE ARCHITEGT/ENOINEER. ON PAGE 0-003. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. ��DIMENSION P. GONG. POURED CONCRETE J 00 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS THE PROVISIONS OF ANSI/ALTC A I qO.1 STRUCTURAL GLUED LAMINATED BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN TIMBERS. Z 'Cf Q APPLICABLE. D.J. DECK JOISTS PL. � PLATE Z � CD 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED - - J ri 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 11. 5UB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM V5055 EA. EACH PLYWD. PLYWOOD Y Q NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING Z 4 g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 ELEV. ELEVATION P.T. PRESSURE TREATED Q Z 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR DOCUMENT,THE OOVERNIN6 BUILDING GORE AND ANY ADDITIONAL -- - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, APPROVED EQUAL. REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE EQUIP. EQUIPMENT REQ'D REQUIRED w J N LL CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. AFPROVAL TUEVALUATION REPORT. _ - - - 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT EXIST. EXISTING f Ri RISER rl II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES - AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. ASTM P5456 STANDARD SPECIFICATION FOR EVALUATION OF - 0 14. PROVIDE 'X' GR055 BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS F.A.I. R.R. TE 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED 5-O" AND AT EVERY 8'-0'. STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE FRESH AIR INTAKE ROOF RAFR 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS RESPONSIBLE FOR DESIGN INTENT ONLY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. FAR FLOOR AREA RATIO 5TL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED F.A.Y. FRESH AIR VENT 5.V. 5MART VENT W It 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FIF FINISHED FLOOR TBD TO BE DETERMINED 14. THE CONTRACTOR SHALL KEEP PREMISES R'.EASONABLY GLEAN AT ALL NECESSARY. TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL SET FORTH IN ANSI/TPI I NATIONAL DE51ON STANDARD FOR METAL PLATE --- V RUBBISH,WA5TE MATERIALS,TOOLS,ETC.,GLEAN OLA55 AND LEAVE WORK 17. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAGES 6-003. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DE51-ON DRAWINGS, FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS L1J BROOM GLEAN. OR THE MANUFACTURER'S CODE EVALUATION REPORT. - OENERAL 5)'M50L KE"*r : a. Q U EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT ~ Q — WOOD FRAME (L.G. 5TL. Lu D N WHEN APPLICABLE) _ EXISTING TO REMAIN _I u rl NEW FOUNDATION WALL EXIST. DRAIN NEW WOOD FRAME (L.G. Q w 5TL. WHEN APPLICABLE) _ REMOVE Z SLOPE p to Z NEW I-HR FIRE RATED ® - J �' MIN. (2) 2"x4" STRUCTURAL SINK ® J = WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS Y WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.D.N. _�1 Q Q O NEW 2-HR FIRE RATED ® II EXIST. a LS) cr WOOD FRAME (L.G. 5TL. HYyH L==J, GL. �„ m WHEN APPLICABLE) SLOPE Z SINK Q yy = 0 J:O EXIST. BZ ui OILER EXIST. RM Q J BATH J 00 D Z BOILER Y r"I Q �O z 4 Q Z � � w (o LA ix1-iI` LA EXIST. w� EXIST. � GL. H U LLI F— U EXIST. EXIST. U J BEDROOM BEDROOM m Q ELEC. L PANEL EXIST. FROPOSE17 I7EMOL I TI ON BASEMENT PLAN 5GALE: 1/4" = I'-O" REMOVE EXI5T DECK - ------------ ---------- I I I I I I I I I I I I j EXIST. j I DECK to I I w I I � I I 0 I I V mmm mm i mm I I j EXIST. BATH Q lu ` cul III ` cul ® ° III III III II PROJECT: -�I Do Oo III , II III , II EXIST. BEDROOM EXIST. ----'� �____ DINING ROOM DIAKOUMAKOS KITCHEN DECK ISL. EXIST. BATH 3040 ROCKY POINT ROAD SH. D EAST MARION, NY 11939 EXIST. DRAWING TITLE: EXIST. CLST. AIR PROPOSED DEMOLITION PLANS GOND. EXIST. REMOVEEXIST. GL. FIREPLACE ® ® �' i PAGE: EXIST. EXIST EXIST. FIRE- _ LIVING ROOM � PLACE i _ . -� I I A1.03000 EXIST. EXIST. X = BEDROOM BEDROOM z ro rn X L J N EXIST. FOYER DATE: 06/17/22 3 OF 5 EXIST. IL r� 3 FtED qac, w o� pry-( M. mn 037 .0'5 �p FNO PROPOSED 17)EMOL I TI ON F I RST FLOOR PLAN 50ALE: 1/4" = 1'-0" GENERAL �Yl�fO i� Y Q U NEW PARTIAL HEIGHT R-3 tuEXISTING TO BE DEMOLISHED W = N WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) - 14-0 J TA NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 10'-O" PROP. CENTER X-4SUPPORT AT STAIR Q LV 5TL. WHEN APPLICABLE) I S STRINGER Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL _ J v 2 0 = Z WOOD FRAME (L.G. STL. © POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL x op o I I I I ) I M X. 7.4�' F) NEWQ A-201 J if�il I I 12) Tr IN.I O" UP m 1- u) Y �� o m POST FOR b" WALLS), U.O.N. ua o _I I d7 O NEW 2-HR FIRE RATED z ® O O O WOOD FRAME (L.G. STL. - - _ - a Ln WHEN APPLICABLE) (2) 2"xIO" P.T. (2) 2"xIO" P.T. 3 }• �' m DROPPED GIRDER DROPPED 61RDERci Z PROP. WD. Q v Q F=- DECK ABOVEcV Z W BASEMENT FLANNOTES Q I 1 x°® J Q' 1 Q J ()o COLUMN: OI 6"X6" COLUMN WRAPPED I"X TIMBERTEGH _ _ _ _ Z O W/ (COLOR TO MATCH DECKING) _.T. O Z d7 C) 6 J ri (2) 2"x10" P.T. (2) 2"x10" P DROPPED GIRDER DROPPED GIRDER Y Z >: 4 O RESERVE a" b'-3" 6'-3" 9" Q Z T-i R D' ?o � -� cV FOWOOD STAIRS ® GRAE: 1 Q Q cr r-1 O3 4" THK. P. GONG. PAD 8 WIDE x REOV LENGTH UPON 6 z� ~� Lo Ex15T. STEPS Q ® Q II `fl O Q 6" GRAVEL UNDER 2'x12' P.T. STAIR STRINGERS ® � TAJ O MAX. W' O.G.,U.O.N. (MIN. 5 STRINGERS) TYPICAL LEDGER BOARD ® EXT. DECK: EX15T. DRAIN Q O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/8" R x 5" LONG H.D. GAL. LAO 5OLT5 ® I6" O.-. D W 5. INSTALL H.D. GALV. J015T HANGER5 BY '51MP50N' (OR `} O EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d U BENT OVER TOP EDGE OF LEDGER BD. Lu 5. 5EE NOTED DETAIL F" U a = J PROP. WET BAR U J NEW 24" Q UNDERMOUNT SINKS- FRCFOSED FOUNDTION PLAN SCALE: 1/4" = P-0-- 14'-0' -O"14'-O" \ O A-201 FLOOR PLAN NOTES Dom+(1 ) ® IN Io I F I I I I m OSTAIR 4 RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX.'7-5/4" RI d MIN. 10" Tr - RISERS SHALL BE CLOSED 14'-0" 2. 42" HIGH GUARDRAIL d 5PINDLE 5PAGIN6 NOT TO ALLOW PA55AGE OF A 4" (P SPHERE; 56" HIGH HANDRAIL d SPINDLE 5PAGIN6 NOT TO ALLOW PASSAGE OF A4" 0 SPHERE 5' GRIPPABLE RAIL A5 PER CODE 4. RAILING TO BE WOOD PROVIDE NEW LP FIREPLACE UNIT. HOMEOWNER TO PROVIDE AZEK O SELECT. CONNECT A5 PER MANUFACTURER 5PEG5; DECK PROVIDE ALL NECE55ARY VENTING THROUGH WALLS WATERPROOFING � TO EXTERIOR. MEMBRANE O PROPOSED DECK 267.G SO.FT. z W NEW 5/4"xb" TIMBERTECH DECKIN6 O V Lii EXIST. o BATH o o nl ` \ � � ul 111 ` \ / 111 PROJECT: O 1 ® 111 „ 111 111 , � 111 EXIST. O O III III III III EXIST. DIAKOUMAKOS BEDROOM EXIST. -- _ DINING ROOM O DECK KITCHEN I5L. 3040 ROCKY POINT ROAD Vl�EXIST. BATH EAST MARION, NY 11939 SH. 0 DRAWING TITLE: EXIST. Ex1sT. GLST. PROPOSED BASEMENT PLAN AIR PROPOSED FIRST FL. PLAN GOND. QxIL 2 NEW LP FIREPLACE 3� PAGE: ® ® AR EXIST. ►+ ,+ ® A—:102m00 GL. -� __-� EXIST. VENT �+ LIVING ROOM EXIST. EXIST. p X BEDROOMLl BEDROOM 0 N DATE: 06/17/22 4 OF 5 EXIST. FOYER EXIST. `. "�' GL. E.D ARC � ��5 ��'o M.tu +1 +1 3741T O� �0F FROFOSED FIRST FLOOR PLAN 50ALE: 1/4" = 1'-0" (L a) U ELEVATION NOTES 0 t= O LLJ 04 NEW WOOD FRAME DECK 8 STAIR I J e-I " W r-1 OSTAIR 8 RAILING NOTE: w I. ALL NEW 5TAIR5 SHALL HATE MAX. 5-1/4" RI 3 MIN. 10" Tr — RISRS SHALL BE CLOSED � Z E 2. 42" HIGH GUARDRAIL d 5PINDLE 5PAGIN6 J NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; O Z � J 56" HIGH HANDRAIL d SPINDLE 5PAGIN6 NOT TO ALLOW PASSAGE OFA 4" (PSPHERE LoLo 5. 6RIPPABLE RAIL AS PER CODE: O 4. RAILING TO BE TIMBERTEGH - BRONZE d LO C) COLUMN: O5 m 6"Xb" COLUMN WRAPPED w/ I"X TIMBERTECH z (COLOR TO MATCH DECKING) O NEW I"XIO" 'TIMBERTECH' (OR EQ.) DECK SKIRT: Z LLI PROVIDE AT NEW SECOND FLOOR BALCONY Q J J 00 ONEW I"XIO" 'TIMBERTECH' (OR EQ) DECK FASCIA: PROVIDE AT NEW 'r-1SECOND FLOOR BALCONY Z �-1 Z >: 4 Q Z r-I LL' W (D Lo m Tq _ ti O Lo 5 w 4 H 3 W H = J c Q 0 NSEN ELEVATION (REAR) SCALE: 1/4" = I'-o" z w O U 5HEATHINXTERIOR 5/4"x6" P.T. 4 W DECK BOARDS P.T. DECK JOISTS AS Q T-p EXIST. SIDING MATERIAL NOTED ON PLANS z N Q NO BUILDING PAPER d HOUSE WRAPO 5/4" x REQ'D TO FULLY OVERLAP FLASHING -IEI614T P.T. RISER . ° ° `fl ►u 01 Q EXIST. SND WALL m y Q 0 GAP FOR 5/4"xb" P.T. — — - — � v= MIN. 4" BETWEEN EDGES OF DRAINAGE " as Q llJ O 1-1/2" 50UARE BALUSTER 5/4 xb COMPOSITE DECK BOARDS �Q m PROJECT: DECKING N.O.N. ON PLAN/ 2"x BLOCKING ® EA. (STYLE TO SELECT) "Z" FLASHING 5EGTION/DETAIL5) STRINGER TO MATCH SIZE OF P.T. DECK JOISTS DIAKOUMAKOS _ 51MPSON H2.5A RAFTER FASTEN STRINGER TO TIE (OR EQUAL) PLA5HING BLOCKING (MIN. 6 DECK DRIP EDGE P.T. DECK JOIST FASTENERS) 5/4"xb" P.T. DECK COUNTER A5 PER PLAN I• BOARDS JOISTS AS PER PLAN FASTENED w/(2) :FLA5HIN67 5/8" (P x 5" LONG HEAVY DUTY 6AL. 2"x12" P.T. 5TRIN6ER5 ® 16" LAC, BOLTS ® 16" O.G. INTO MUD SILL 4 4" THK. x 8" WIDE x WIDTH RIM BD.;WHEN ® FOUND. WALL FASTEN METAL &ALV. JOIST HANGER OF STAIR P. GONG. PAD EA. STAIRWAY) 3040 ROCKY POINT ROAD INGERS H/(2) 5/5/e>"4> x 5" LONG APPROVED BY 'SIMP50N (OR EQUAL) ® i• MASONRY ANCHORS PPR O.G. EA. J015T (2) 1/2'4) HOT DIPPED 6ALV. EAST MARION NY 11939 BOLTS ® EA. POST H/OVERSIZED Zas FLA5HIN6 2x6 P.T. BLOCK IN BETWEEN - P.T. D.J. AS __ WASHERS d END NUT PREBORED NOTE:EA. STRINGER. FASTENED TO X PER PLAN cV- INTO BEAM,POST,DECK TIE # z ALL DEGKIN6 SHALL BE FASTENED EXIST. FOUNDATION HALL P. GONG. PAD H/ 14/64" x m Q RIM BOARD A55EMBELY 5-1/2" CONCRETE 50REW5 BY r H/COATED DEGKIN6 5GREHS BY DRAWING TITLE: "CALIBURN" (OR EQUAL) - MIN. DECK MATE" (OR EQUAL) _ Z P.T. BEAM AS NOTED (5) SCREWS PER BLOCK qO,, MIN. n y -- SOLID BLOCK® 1211 O.G. PROPOSED EXTERIOR ELEVATIONS 7 GRADE GRADE (2) 51MP50N DJT14Z (1) 1/2"m H.D. &ALV. THRU DESIGN DETAILS LE7)OE � CONNECTION ETA I L _ DECK J015T TIE ® BOLT H/OVERSIZED WASHER A-2O I.00 • •• �� EA. POST POST s DENUT GK�J015TDTIE TO SCALE: I" = P-O" "SIMPSON" ABA44 ® COLUMN BASE 2 EXTERIOR N00I7 STAIR I7F-TA I L 4"x4" P.T. POST PAGE: I I &RADE IA-201.001SCALE: 5/4" = I'-o" 1:2"4) '50NONBE' FILLED A-201m00IIo SOLID H/P. GONG. °U (MIN. 4,000 P51) o Z ° O m DATE: 06/17/22 5 OF 5 0 EXTERIOR V400D DECK DETAIL ���REU ARcy A-201.00 SCALE: 5/4" = I'-o" 0\4 t�p0 41 r ,o � F N G�