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107 Franklin St PERMIT LayoutUP BATH PORCH KITCHEN LIVING DN COATS TILE NEW 'ELEVATE' SLIDING GLASS DOOR BY MARVIN. U-FACTOR = .28 RO = 72" x 82.5" NEW 'ELEVATE' WINDOW BY MARVIN, TYP. U-FACTOR=.28 RO = 113.5" x 52.25" NEW WINDOW U-FACTOR=.28 RO = 36.5" x 52.25"2x10s @ 16" O.C. OVERNEW WINDOW U-FACTOR=.28 RO = 36.5" x 52.25" NEW WINDOW U-FACTOR=.28 RO = 95.5" x 52.25"2x10s @ 16" O.C. OVERBEAM NUMBER. SEE LOAD CALC SHEETS WITH PERMIT SUBMITTAL. 5068 10'-1"2'-2"26'20'3'-8 3/8"ENTRY/ MUD RM PORCH WOOD (3) 1 3/4" x 14" LVL FLUSH BEAM OVER KITCHEN LIVING COATS (2) 1 3/4" x 11 7/8" LVL DROPPED HEADER BEAM OVER FAMILY TILE TILE HARDWOOD TABLE R301.2(4) SNOW LOADS AND WIND SPEEDS SNOW LOADS City/ Town Ground Snow Load, Pg (psf) Minimum Flat Roof Snow Load, f1 (psf) Basic Wind Speed, Vult (mph) Northampton 40 35 117 (3) 1 3/4" x 18" LVL FLUSH BEAM OVER NEW TWO STORY ADDITION 16' TO PROPERTY LINE (2) 1 3/4" x 9 1/2" LVL HEADER (2) 1 3/4" x 9 1/2" LVL HEADER HARDWOOD HARDWOOD (2) 1 3/4" x 9 1/2" LVL DROPPED HEADER BEAM TABLE R301.2(4) SNOW LOADS AND WIND SPEEDS SNOW LOADS City/ Town Ground Snow Load, Pg (psf) Minimum Flat Roof Snow Load, f1 (psf) Basic Wind Speed, Vult (mph) Northampton 40 35 117 UP DN 3 4 5 6 # 7 2 2x10s @ 16" O.C. OVER2x10s @ 16" O.C. OVERSSSSS S 30681 EP 1'8'-8"9'-8"8'26'34'40' 20'20' 40' 20'20' NEW BASEMENT (3) 1 3/4" x 9 1/2" LVL FLUSH BEAM OVER 16"x16"x8" PAD FOOTINGS FOR 4" CONCRETE FILLED LALLY COLUMNS CONCRETE EXISTING BASEMENT UP DN PRIMARY BEDROOM BEDROOM 1 BEDROOM 2 BATH HARDWOOD EP 34'20' EXISTING BASEMENT UP NEW WINDOW U-FACTOR=.28 RO = 64" x 36.25" NEW EGRESS WINDOW U-FACTOR=.28 RO = 36.5" x 60.25" NEW EGRESS WINDOW U-FACTOR=.28 RO = 36.5" x 60.25" NEW WINDOW U-FACTOR=.28 RO = 64" x 36.25"SB36SB3628682468 2668 26686068506624'20'12'-4 3/8"10'-5 1/8"17'-1" 14'-1 1/2"2'-2"6'-6"2'-8" 2'-2"3'-2"HARDWOODSHOWER HARDWOOD BEDROOM BEDROOM BEDROOM BEDROOM/ OFFICE BATH BATH HALL DN TILE LINEN HARDWOOD LAUNDRY STAIRS FIRST FLOOR PLAN - PROPOSED SCALE - 3/16" = 1'-0"DADMUNBASEMENT PLAN - PROPOSED SCALE - 3/16" = 1'-0" SECOND FLOOR PLAN - PROPOSED SCALE - 3/16" = 1'-0" FIRST FLOOR PLAN - EXISTING SCALE - 3/16" = 1'-0" BASEMENT PLAN - EXISTING SCALE - 3/16" = 1'-0" SECOND FLOOR PLAN - EXISTING SCALE - 3/16" = 1'-0" 1 EXISTING AND PROPOSED PLANS107 FRANKLIN ST.NORTHAMPTON, MA 01060Design + ConstructionGREENBERG/GILLIS RESIDENCE -TWO STORY ADDITIONCLIENT INFO:PROJECT:DRAWING TYPE:Design . Build . RemodelSHEET: SCALE: AS STATED ALL DRAWINGS, PLANS, & DESIGNS ARE PROPERTY OF THE TUCKER GROUP, LLC60 SCHOOL STREET, HATFIELD, CT 01038DRAWN BY: T. DADMUNDATE: 08/09/2023PERMITDRAWING PHASE: 20'x26' ADDITION 18' 60' 103.98' 16' 26' 4' 20' 20'x34' HOUSE 20' 107 FRANKLIN ST. URB ZONING: Setbacks Front =10 feet min. Side = 15 feet min. Side = 0 feet on one side for reduced lot line Rear = 20 feet min. Max. Height = 35 feet Open Space = 40% 26' 24' TABLE R301.2(4) SNOW LOADS AND WIND SPEEDS SNOW LOADS City/ Tow n Ground Snow Load, Pg (psf) Minimum Flat Roof Snow Load, f1 (psf) Basic Wind Speed, Vult (mph) Northampton 40 35 117 BEDROOM TABLE R301.2(4) SNOW LOADS AND WIND SPEEDS SNOW LOADS City/ Tow n Ground Snow Load, Pg (psf) Minimum Flat Roof Snow Load, f1 (psf) Basic Wind Speed, Vult (mph) Northampton 40 35 117 2x6s @ 16" OC 76" TOP PLATEVERIFY IN FIELDOPEN TO KITCHEN OPEN TO ENTRY 2x10s @ 16" OC (3) 1.75"x9.5" LVL BEAM 4" DIA CONCRETE FILLED LALLY COLUMN 2x10s @ 16" OC STRUCTURE STRUCTURE 6 12 2x10 FLOOR JOISTS @ 16" O.C. W/ 3/4" 'ADVANTECH' SUBFLOOR, TYP. 8" WIDE CONCRETE FOUNDATION WALL W/ 2 ROWS #4 RE-BAR AND COATED W/ BITUMINOUS DAMPROOFING. VENTED PLYWOOD SOFFITS, PAINTED, W/ 1x FASCIA & SHADOW BOARDS, TYP. 14" LVL RIDGE W/ 2x12 ROOF RAFTERS @ 16" O.C. W/ 5/8" 'ZIP' SHEATHING, 72" LAYER OF ICE & WATER SHIELD AT ALL EAVES, AND ASPHALT SHINGLES W/ RIDGE, SOFFIT & PROPER VENTS. BLOWN-IN CELLULOSE INSULATION TO ACHIEVE R-49 VALUE. ALL EXTERIOR TRIM AND DETAILS SIMILAR TO EXISTING. INSULATED (2) 1 3/4" x 9 1/2" HEADER BEAM. 8"x16" CONCRETE FOOTING W/ 2 ROWS #4 RE-BAR W/ 4" PERFORATED DRAINAGE PIPE SET IN CRUSHED STONE W/ FILTER FABRIC UNLESS WELL DRAINED SOILS ARE PRESENT. 2x6 EXT WALL CONSTRUCTION @ 16" O.C. W/ 1/2" PLYWOOD 'ZIP' SHEATHING AND CEDAR SIDING, INCLUDING R-21 DENSE PACK BLOWN-IN CELLULOSE INSULATION AND 1/2" INTERIOR DRYWALL FINISH. EXTERIOR TRIM TBD. (3) 1.75"x18" LVL BEAM (3) 1.75"x14" LVL BEAM BEDROOM FAMILY ROOM FULL BASEMENT94 1/4" TOP PLATEVERIFY IN FIELD4" CONCRETE SLAB W/ WIRE MESH96 1/4" TO CEILINGVERIFY IN FIELD2x6 PT SILL PLATE ON SILL SEAL, ANCHOR BOLTS SPACED PER CODE, TYP.DADMUNPLOT PLAN - PROPOSED SCALE - 1" = 10' PLOT PLAN & SECTION SECTION THRU ADDITION SCALE - 3/8" = 1'-0" EXISTING PHOTO PROPOSED PERSPECTIVE 2107 FRANKLIN ST.NORTHAMPTON, MA 01060Design + ConstructionGREENBERG/GILLIS RESIDENCE -TWO STORY ADDITIONCLIENT INFO:PROJECT:DRAWING TYPE:Design . Build . RemodelSHEET: SCALE: AS STATED ALL DRAWINGS, PLANS, & DESIGNS ARE PROPERTY OF THE TUCKER GROUP, LLC60 SCHOOL STREET, HATFIELD, CT 01038DRAWN BY: T. DADMUNDATE: 08/09/2023PERMITDRAWING PHASE: SSSSS 3068CO/SD COMBO CO/SD NEW FULL BASEMENT UP FULL BASEMENT CO/SD COMBO CO/SD ENTRY/ MUD RM PORCH UP DN KITCHEN LIVING COATS FAMILY CO/SD SD SD SD CO/SD SD DN SHOWER BEDROOM BEDROOM BEDROOM OFFICE/ BEDROOM BATH BATH HALL STAIRS SMOKE DETECTOR IN EA BEDROOM, TYP. COMBO CO/SD TO BE WITHIN 7'-0" TO ANY BEDROOM DOOR DADMUNSMOKE / CARBON MONOXIDE DETECTORS PLANS 3 FIRST FLOOR PLAN - PROPOSED 107 FRANKLIN ST.NORTHAMPTON, MA 01060Design + ConstructionGREENBERG/GILLIS RESIDENCE -TWO STORY ADDITIONCLIENT INFO:PROJECT:DRAWING TYPE:Design . Build . RemodelSHEET: SCALE: AS STATED ALL DRAWINGS, PLANS, & DESIGNS ARE PROPERTY OF THE TUCKER GROUP, LLC60 SCHOOL STREET, HATFIELD, CT 01038DRAWN BY: T. DADMUNDATE: 08/09/2023PERMITDRAWING PHASE:SCALE - 1/4" = 1'-0" BASEMENT PLAN - PROPOSED SCALE - 1/4" = 1'-0" SECOND FLOOR PLAN - PROPOSED SCALE - 1/4" = 1'-0"