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Home My WebLink AboutHPC 585 Orchard - IVNN-Snowdon- dated 11-14-2023W18W18 D6D6 D2D2W9W9 W1W1 D12D12 D1D1 UP UP 2'-11 1/2" 28'-2"15'-3 1/2"10" 44'-3 1/2" 22'-3 3/4" 4'-0 1/2" 2'-11 1/2" 3'-7 1/2" 25'-8 1/4" 29'-3 3/4" 16'-0 1/4"28'-3 1/4" 44'-3 1/2" 17'-7"1'-8 1/2"2'1'-7 1/2"5'-3"6'-7 3/4"2'3'-3 1/2"2'-6"1'-8 1/4" 14'-8" X 6'-0" 109 SQ FT 43'-0" X 21'-0" 929 SQ FT FINISHED BASEMENT AREA NEW FOUNDATION & FOOTINGSCEILING HEIGHT 8' FOUNDATION 16" WIDE 18" HIGH. TWO X #4 REBAR IN FOOTING ALONG LENGTH OF THE FOOTING. WALLS POURED CONCRETE 8" THICK. #4 REBAR 3' ON CENTER BOTH DIRECTION. ALL TIED TOGETHER WITH FOOTING. ANCHOR BOLT 5/8" SET AT 48" ON CENTER AT 7" DEPTH MIN' WITH SQUARE WASHER. EXISTING DECK FOOTINGS NEW WINDOW NEW WINDOW Fire Rated Stud Partition Wall and Door MECHANICAL ROOM EGRESS Proposed Basement Plan View - New1/4 in = 1 ftProposed Basement Plan View - New1/4 in = 1 ft DN W14W14W7W7 W12W12 W8W8 W8W8 W13W13 W12W12 W12W12 2668 D4D4D9D9 21068 2068 2668 W11W11 W17W17 2668 D9D9 D11D11 D8D8 D12D12 D7D7 D6D6 D5D5 D10D10 D2D2 D8D8 D3D3 D7D7 W17W17 W10W10 W6W6 UP 8'-2 3/4"2'-8"2'-2" 8 1/2"2'-8"9'-3 3/4"5'-4 1/2"2'-8"3'-2 1/2"2'-7 1/4"2'-8" 9'-6"11'-3"7'-11 3/4"2'-10 1/2"12'-8 1/4" 44'-3 1/2" 1' 4' 6 1/2" 3'-11 3/4" 6' 4'-4" 5'-10" 8" 5'-6 1/2" 14'-3 3/4" 5'-10" 26'-4 1/4" 5'-5 3/4"2'-8"3'-11 1/2"1'-5 1/4"2'-8"5'-2 1/2"2'-8"6" 3'-11"12'-1 1/4"12'-5 3/4"2'-8 3/4"13'-0 3/4" 44'-3 1/2" 3'-9 3/4" 2'-8" 3'-4" 2'-8" 9" 2'-7 1/4" 2'-8" 3'-9 3/4" 13'-2 3/4" 9'-1" 22'-3 3/4" 4'-0 1/2" 4'-0 1/2" 12'-6" X 12'-3"172 SQ FT 2'-1" X 2'-6"7 SQ FT 5'-11" X 1'-10"14 SQ FT 16'-1" X 9'-5"174 SQ FT 9'-0" X 8'-7" 90 SQ FT 7'-10" X 3'-1"28 SQ FT 11'-6" X 13'-11"195 SQ FT 10'-6" X 5'-8"67 SQ FT 16'-2" X 9'-3"97 SQ FT 2'-1" X 4'-10"14 SQ FT 5'-6" X 1'-10"13 SQ FT BEDROOM 3 CLOSET BEDROOM 4 HALLWAY FAMILY BATHOPEN BELOW CLOSET GARDEN BEDROOM LINEN CLOSET CLOSET GROSS SQUARE FOOTAGE: 1053 SQ. FT.SUNSET BEDROOM CEILING HEIGHT 7' 7" 11 CEILINGHEIGHT 7' 7" CEILING HEIGHT 7' 7" Proposed Second Floor Plan View - New1/4 in = 1 ftProposed Second Floor Plan View - New1/4 in = 1 ft DN W16W16 W15W15 28'-8 3/4" 6'-2" 1'-8" 6'-6 1/2" 4'-2" 14'-4 1/2" 3'-9 1/4" 22'-3 3/4" 28'-8 3/4" 4'-10 1/2" 5' 4'-6" 3'-9 1/4" 14'-4 1/2" 4'-2" 22'-3 3/4" 15'-0 1/2"12'-5 3/4" 27'-9 3/4" 14'-1" 27'-9" X 2'-11" 100 SQ FT 27'-9" X 3'-7"119 SQ FT ATTIC ATTIC Proposed Attic Plan View - New1/4 in = 1 ftProposed Attic Plan View - New1/4 in = 1 ft DN W5W5 W4W4 W4W4 6080 TYPE M W3W3 21068 TYPE L W5W5 W5W5 D1D1 D5D5 1968 W5W5 W5W5 W5W5 W3W3 W4W4 W4W4 W2W2W3W3W3W3 UP 2'-11 3/4"2'-8"4'-4 3/4"2'-8"2'-4"5'-8 1/4"2'-8"9'-8 3/4"10"2'-8"8 1/2" 18'-1"4'-2 1/2"3'2'-8"9"6 1/2"15'-0 1/2" 44'-3 1/2" 9'-6 1/4" 6' 10'-2" 3' 8" 25'-8 1/4" 26'-4 1/4" 1'-5 1/4"2'-8"5'-2 1/2"2'-8"3'-10 1/2"2'-8"4'-11"2'-8"2'-2" 16'-0 1/4"28'-3 1/4" 44'-3 1/2" 3'-9 3/4" 2'-8" 3'-5 3/4" 2'-8" 3'-2 3/4" 1'-2 1/2" 2'-10" 2'-5" 15'-10 1/4" 6'-5 1/2" 22'-3 3/4" 4'-0 1/2" 43'-4" X 18'-2"973 SQ FT 6'-7" X 5'-11" 46 SQ FT7'-2" X 2'-9" 24 SQ FT 6'-10" X 28'-6"390 SQ FT KITCHEN BATHROOM DECK BUILD SOFFIT FOR CHIMNEY 6" INSULATED CHIMNEY DECK DECK EXISTING WINDOWS TO BE REPLACED WITH HPC APPROVED WINDOWS EXISTING WINDOWS TO BE REPLACED WITH HPC APPROVED WINDOWS NEW WALLS TO MATCH EXISTING GROSS SQUARE FOOTAGE: 1040 SQ. FT. 11 STAIRWELL Proposed First Floor Plan View - New1/4 in = 1 ftProposed First Floor Plan View - New1/4 in = 1 ft PLAN NOTES, FLOOR 2#NOTE NEW EXTERIOR WALLS ARE MIN R-281111 SCALE: 1/4" = 1'-0" ATTICSECOND FLOOR BASEMENT FIRST FLOOR HPC EDITION ISSUED: Consulting Architect/Designer 85 Willow Street #71 Orient, NY 11957 DAVID SNOWDON-JONES (T) 212 518 1818 (E)dsj@snowdon.us SNOWDON II LTD Engineer Address 585 Orchard Street Orient, NY 11957 Description HOME REMODEL DATE: 11/14/2023 DRAWING BY: SS PROJECT NO: CHECKED BY: DSJ SCALE:AS NOTED BSCAN STICKER DOB APPROVAL: STAMP Floor Plans Proposed 2023-07-27 Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 (T) 516 457 5596 (E) nickmazzaferro@verizon.net Sheet Number A-1.2 of 19 S1 Cross Section 1 Scale 1/4 in = 1 ftS1Cross Section 1 Scale 1/4 in = 1 ft S3 Cross Section 3 1/4 in = 1 ftS3Cross Section 3 1/4 in = 1 ft FOUNDATION 16" WIDE 18" HIGH. TWO X #4 REBAR IN FOOTING ALONG LENGTH OF THE FOOTING. WALLS POURED CONCRETE 8" THICK. #4 REBAR 3' ON CENTER BOTH DIRECTION. ALL TIED TOGETHER WITH FOOTING. ANCHOR BOLT 5/8" SET AT 48" ON CENTER AT 7" DEPTH MIN' WITH SQUARE WASHER. NOTES: SITE PROTECTION: FURNISH AND INSTALL PROTECTION AT ALLPROPERTY LINES. CONTRACTOR TO INSTALL FENCE WHERE APPLICABLE AND MAINTAIN WORK WITH JOB ENVELOPE. HOUSE LIFT: ALL UTILITIES (WATER, GAS, ELECTRIC) ARE TO BE DISCONNECTED BY THE APPROPRIATE ENTITIES PRIOR TO MOBILIZATION TO THE SITE. FOUNDATION: 18" X 16" FOOTINGS WITH (2) #4 REBAR CONNECTED THROUGHOUT. FORM & POUR 8" THICK POURED CONCRETE WALLS AT 8' HIGH. KAMACK WATERPROOFING WITH RIGID INSULATION PROTECTION BOARD 4" POURED BASEMENT SLAB, WITH WELD WIRE REINFORCEMENTS, TROWEL FINISH. NOTES: ELEVATE THE EXISTING HOME AND PREPARE IT FOR A FINAL EXCAVATION BENEATH • EXCAVATE ALL BASES OF OUR CRIBBING TOWERS DOWN TO THE PROPOSED FOOTING ELEVATION AS PER PLANS PROVIDED • STRUCTURE TO BE LIFTED OFF ITS EXISTING FLOOR SYSTEM BY A PROFESSIONAL HOME LIFTING COMPANY. INSTALL A GRID OF STEEL THROUGH THE WALLS AND BOLT LEDGERS TO THE STUD OF THE HOUSE • ELEVATE THE HOUSE APPROXIMATELY 6". THE CONTRACTOR WILL REMOVE THE EXISTING FLOOR, THEN THE HOUSE WILL BE LIFTED AN ADDITIONAL 3' • UPON COMPLETION OF NEW FOUNDATION AND FLOOR SYSTEM, SET THE BUILDING DOWN AND REMOVE ALL EQUIPMENT FROM SITE NOTES: NEW FOUNDATION REPLACED-IN-PLACE OF EXISTING FOUNDATION. NO CHANGE TO LOCATION OR DIMENSION NO CHANGE TO HEIGHT OF THE HOME, DOES NOT CHANGE SKYPLANEEXISTING HOME WILL LOOK LIKE IT CURRENTLY LOOKS, IN ITS CURRENT LOCATION S2 Cross Section 2 1/4 in = 1 ftS2Cross Section 2 1/4 in = 1 ft 2x TOP PLATE 2x WALL STUDS SPRAY FOAM INSULATION MIN R-28 VAPOR BARRIERVAPOR BARRIER DRYWALL 2x TREATED BOTTOM PLATE CONCRETE SLABREINFORCING STEEL AS REQUIRED VAPOR BARRIER 4" GRAVEL BASE 2x TREATED MUDSILL CAST-IN-PLACE ANCHOR BOLT SQUARE WASHER SILL SEAL CONCRETE FOUNDATION WALL CONCRETE FOOTINGREINFORCING STEEL AS REQUIRED Basement Foundation (print at 1"=1') DRAINAGE SYSTEM KAMACK INSULATION + RIGID BOARD PROTECTION HPC EDITION ISSUED: Consulting Architect/Designer 85 Willow Street #71 Orient, NY 11957 DAVID SNOWDON-JONES (T) 212 518 1818 (E)dsj@snowdon.us SNOWDON II LTD Engineer Address 585 Orchard Street Orient, NY 11957 Description HOME REMODEL DATE: 11/14/2023 DRAWING BY: SS PROJECT NO: CHECKED BY: DSJ SCALE:AS NOTED BSCAN STICKER DOB APPROVAL: STAMP Proposed Section Views 2023-07-27 Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 (T) 516 457 5596 (E) nickmazzaferro@verizon.net Sheet Number A-2.4 of 19 SCALE: 1/4" = 1'-0"