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HomeMy WebLinkAboutZP-23-009 - 0362 North Jefferson Road 1/11/2023ZP-23-009 01/09/2023 575.50 SEQ finish basement "after the fact" 01/11/2023 01/27/2023 01/10/2024 (Acting) UP 1 A3.0 1 1/2" To Framing 25' - 9"24' - 0"1 1/2" To Framing 4' - 0"52' - 10 1/2"1 1/2" To Framing28' - 0"27' - 10 1/2"1 1/2" To Framing55' - 10 1/2"3 1/2"8"1' - 0"25' - 7"24' - 2" 2 A3.0 2 A3.0 49' - 9"56' - 10 1/2"GARAGE SLAB ABOVE FAMILY ROOM 1 A3.1 2 A1.0 2 A1.0 Sim 3 A1.0 4 A1.0 BATH 5 14' - 10 1/2"5 1/2"5' - 6"5 1/2"32' - 4"3 1/2"13' - 0"3 1/2"LAUNDRY G G F 3' 3 A1.0 Sim 5 A1.0 6 A1.0 7 A1.0 DECK ABOVE DECK ABOVE 3' G 26' - 8"8"3 1/2"11' - 8 1/2"5 1/2"15' - 1"MECHANICAL/ STORAGE 3'3'6 A1.0 Sim 6"5 1/2"25' - 1"5 1/2"23' - 6 1/2"5 1/2" 8"3 1/2"8"3 1/2"8 A1.0 SEWERWATERPOWER GAS 5 1/2"6' - 0"3 1/2"18' - 9 1/2"5 1/2"15' - 6"3 1/2"7' - 9"3'6"6"F 3' - 9"8' - 4 3/4"2' 6"2' 6" 2' - 4" 3 1/2"4"RO 2' - 8" 4" 3' - 6"1' - 6"1' - 6"3' - 0" 2'1' - 1"6' - 0"6' - 0"6' - 0"13' - 0"GGGG4' - 3" UP 3' - 9"3 1/2" FRAMING TO FACE OF CONCRETE 19' - 2"15' - 0"8' - 0"W D BEDROOM 5WALK IN CLOSET TOF 359' - 7 1/2" GRADE 363' - 0"1' - 0"2' - 6" 8" 4"4"1-1/2" RIGID INSULATION 1/2" PT PLYWOOD 1/2" ZIP PANEL RUN 1/2" PAST PLATE 2X6 STUD WALL 1 1/2"FACE OF STUD OVERHANGS FACE OF CONCRETE TOS 363' - 5 1/2" 2 x 6 PLATE (3) #4 TYPICAL3' - 10"5"TOF 359' - 7 1/2" 1-1/2" RIGID INSULATION 1/2" PT PLYWOOD 1/2" ZIP PANEL RUN 1/2" PAST PLATE 2X6 STUD WALL TOS 363' - 5 1/2" GRADE 364' - 0"1' - 0"2' - 6" 8"1"4"2' - 0"FACE OF STUD OVERHANGS FACE OF CONCRETE TOW 365' - 5 1/2" Top of Slab 363' -5 1/2" 2 x 6 PLATE 2 x 8 PLATE 1 1/2" (3) #4 TYPICAL5' - 10"1-1/2" RIGID INSULATION 1/2" PT PLYWOOD 1/2" ZIP PANEL RUN 1/2" PAST PLATE 2X6 STUD WALL FACE OF STUD OVERHANGS FACE OF CONCRETE 8"4"TOS SLOPES 2" FROM 372' -2" AT BACK OF GARAGE TO 372' -0" AT DOORS 1 1/2"2 x 6 PLATE 2 x 8 PLATE TOF 363' - 0" TOW 372' - 9" 2' - 6"1' - 0"9' - 9"(3) #4 TYPICAL TOF 363' - 0"9' - 9"1' - 0"2' - 6"4"TOW 371' - 0" TOS 372' - 0" 1-1/2" RIGID INSULATION TOS SLOPES 2" FROM 372' -2" AT BACK OF GARAGE TO 372' -0" AT DOORSDRIVEWAY 1/2" PT PLYWOOD 2 x 6 WALL 2 x 6 PLATE 2 x 8 PLATE TOW 372' - 9" 4' - 0"8"AT GARAGE DOOR OPENINGS THICKENED SLAB AT DOOR OPENINGS (3) #4 TYPICAL TOW 372' - 9" FFE 373' - 2"1 1/4"1' - 6"8' - 1 1/4"4"1"1/2"1' - 0"2' - 6" 363' - 5 1/2" TOF 363' - 0" 1/2" ZIP PANEL RUN 1/2" PAST PLATE 2X6 STUD WALL 2 x 6 PLATE 2 x 8 PLATE 2X4 STUD WALL SPRAY FOAM CAVITY 1/2" PT PLYWOOD 9' - 9"(3) #4 TYPICAL 4" SLAB W 5" THICKENED EDGE TYPICAL 5"11" GARAGE SLAB SLOPES 2" FROM 372' -2" AT BACK OF GARAGE TO 372' -0" AT DOORS TOW 372' - 9" TOS 363' - 5 1/2"1 1/4"1' - 6"8' - 1 1/4"4"1"1/2"1' - 0"TOF 363' - 0" FFE 373' - 2" 2X6 BEARING WALL 2 x 6 Plate 2 x 8 Plate TRUSS BEARING BOTTOM CORD 2 x 4 STUD WALL8"3 1/2" 6"5 1/2" ALIGN FACE OF FRAMING BASEMENT TO FIRST FLOOR SPRAY FOAM CAVITY 2' - 6" (3) #4 TYPICAL 4" SLAB W 5" THICKENED EDGE TYPICAL9' - 9"5"2x4 SQUASH BLOCKS @ 16" O.C. TOS 363' - 5 1/2" FFE 373' - 2" 2 x 6 INTERIOR BEARING WALL DOUBLE 2 x 6 PLATE DOUBLE 2 x 18 TJI RIM JOIST OR EQUIVALENT BOTTOM CORD BEARING TRUSS 1 1/4"1' - 6"8' - 1 1/4"4"1"1/2"1' - 0"ALIGN FACE OF FRAMING BASEMENT TO FIRST FLOOR 2' - 6"(3) #4 TYPICAL 4" SLAB W 1" THICKENED EDGE AT FOOTING TOF 363' - 0" DRAWING TITLE SCALE DATE DRAWN JOB NUMBER SHEET copyright © 2019 - J. GRAHAM GOLDSMITH ARCHITECTS BUILDING KEY SEALS & SIGNATURES 7 Kilburn Street . Burlington VT 05401 86 Pocomo Road . Nantucket MA 02554 201 Grenville Road . Hobe Sound FL 33455 T: 800 862 4053 F: 802 864 8267 www.jgggarchitects.com ARCHITECTURE . PLANNING . INTERIORS J.GRAHAM GOLDSMITH ARCHITECTS a project for As indicated A1.0 South Village Residence Lot #67N 11/28/22 TRF 1907 Ground Floor Plan John Giebink 1/4" = 1'-0"1 Ground Floor Plan 3/4" = 1'-0"2 Condition C 3/4" = 1'-0"3 Condition B 3/4" = 1'-0"4 Condition D 3/4" = 1'-0"5 Condition E 3/4" = 1'-0"6 Condition F 3/4" = 1'-0"7 Condition G NOTES: • EXTERIOR DIMENSIONS ARE TO FACE OF CONCRETE. • WALL FRAMING OVERHANGS FACE OF CONCRETE 1.5" WHERE 1.5" RIGID IS APPLIED TO EXTERIOR. • ALL BASEMENT WINDOW HEADS: 6' 11 1/4" FROM TOS UNLESS NOTED OTHERWISE. • ALL TRUSSES TO BE BOTTOM CHORD BEARING UNLESS NOTED OTHERWISE.N3/4" = 1'-0"8 Condition H Rev # Description DATE