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24D-292 152 Crescent Garage 12.29.2016Route 9 Design & Build 104 N Elm St, Northampton, MA 01060 CONSULTANTS 152 Crescent Garage ISSUE DATE: 152 Crescent St., Northampton, MA 01060 DRAWING TITLE: CHECKED BY: SCALE: KEY PLAN: 12/2/2016 1/8" = 1'-0" COVER SHEET A000 Checker 152 CRESCENT GARAGE 152 Crescent St, Northampton, MA 01060 Sheet List Sheet Number Sheet Name A000 COVER SHEET A101 FLOOR PLANS A201 SECTIONS A202 SECTIONS UP DN 18' - 1"22' - 2"CLEAR 3' - 4" 1 A201 2 A201 EP 14 Risers @ 7' 11/32" 20min FR Door 1hr FR Wall 2-1 3/4x16 LVL BM. Overhead Post Post 1 4 5 1 A202 6 Baluster in Front of WN 1 HR FR Wall & Soffit 1' - 0 5/8" 10' - 4 7/8" 1' - 6 3/8"8' - 9 1/8"4' - 4 3/4"4' - 2 1/4"3' - 10 3/8"21' - 2 1/2"9' - 11 1/8" Step Up Mop Sink 2-1 3/4"x12" LVL BM. Exist. Simpson Shear Wall Panel Exist. 1 A201 2 A201 Handrail 36" Guardrail 1 A202 7 7 2 2 2 2 82 2 4 5 3 EGRESS WINDOW TEMPERED GLASS Route 9 Design & Build 104 N Elm St,Northampton, MA 01060 CONSULTANTS 152 Crescent Garage ISSUE DATE: 152 Crescent St.,Northampton, MA 01060 DRAWING TITLE: CHECKED BY: SCALE: KEY PLAN: 12/2/2016 1/4" = 1'-0" FLOOR PLANS A101 Checker 1/4" = 1'-0"1 1st Floor 1/4" = 1'-0"2 2nd Floor The minimum size of a standard parking space shall be nine feet wide andeighteen feet long. Parking spaces within enclosed garages shall have an interior dimension of at least ten feet wide and twenty feet long. The minimum size of a compact parking space shall be eight feet wide and sixteen feet long. 1st Floor 0' - 0" 2nd Floor 8' - 6 7/8" 7' - 5/8" 1' - 1 1/4" 3' - 0" 3' - 6" Exist. Wall to Remain Exist. Roof Raised 6' - 11 3/8"5' - 0" 5/8" TYPE X UNDER STAIR 1 HR FR WALL 7' - 5 5/8"2' - 6"1st Floor 0' - 0" 2nd Floor 8' - 6 7/8" Line of south FND Wall 5' - 6"5' - 6"1' - 1 1/4"7' - 5 5/8"6' - 7 3/8"20' - 8 1/8"BM. 2x11-7/8" 1 A202 Route 9 Design & Build 104 N Elm St, Northampton, MA 01060 CONSULTANTS 152 Crescent Garage ISSUE DATE: 152 Crescent St., Northampton, MA 01060 DRAWING TITLE: CHECKED BY: SCALE: KEY PLAN: 12/2/2016 1/4" = 1'-0" SECTIONS A201 Checker 1/4" = 1'-0"1 Section 1 1/4" = 1'-0"2 Section 2 Notes: 1. Exist. north wall, Simpson stl. shear wall, and shed roof above garage door to remain. 2. Exist. hip roof to be raised to accomodate second floor level. Install 3/4" furring, closed cell insulation and 1/2" GWB. 3. Install 4x6 plate beam at top of exterior walls. Provide half lap joints at four exterior corners, secure with two 6" timber LOKs screws. Connect existing rafters to new plate beam using Simpson H2.5A rafter ties. Install two Simpson structural straps at corners TYP. equally spaced top to bottom 24" from corner each side. 4. New wall construction consists of 2x4 stud @ 16" O.C., 1 1/2" Zip R Sheating, Roxul batt insulation, 5/8" type x GWB and horizontal wood siding. 5. New fire-rated wall construction consists of 2x4 stud @ 16" O.C., Simpson wall bracing TWB12 at corners. Install 3.5" Roxul batt insulation between studs. Install 5/8" type x GWB at both interior and exterior side of framing. Install horizontal wood siding over TYVEK house wrap. 6. New floor construction consists of 11 7/8" AJS 20 @ 16" O.C., 3/4" T&G subfloor, 6"+4" Roxul batts and 5/8" type x GWB. Attach 9 1/2" ledger board to exterior walls using Simpson ledger LOK and joist hangers. Provide fireblocking behind ledger between studs typ. 7. Install double 1.75x11 7/8" I joist beam at stairs to support second floor system. Install 4x4 posts at either end of beam at exterior wall FND. 8. Window headers, double 2x6 typ. 1st Floor 0' - 0" 2nd Floor 8' - 6 7/8" 2 A201 6 20 MIN FR WINDOW (Temp.) 20 MIN FR DOOR Route 9 Design & Build 104 N Elm St, Northampton, MA 01060 CONSULTANTS 152 Crescent Garage ISSUE DATE: 152 Crescent St., Northampton, MA 01060 DRAWING TITLE: CHECKED BY: SCALE: KEY PLAN: 12/2/2016 1/4" = 1'-0" SECTIONS A202 Checker 1/4" = 1'-0"1 Section 3 Window Schedule Type # Unit Width Unit Height Rough Width Rough Height Sill Height Description 1 3' - 0" 4' - 0" 3' - 1" 4' - 1" 2' - 8" Existing Casement WN 2 2' - 6" 2' - 0" 2' - 7" 2' - 1" 2' - 4" Fixed WN 2 2' - 6" 2' - 0" 2' - 7" 2' - 1" 2' - 4" Fixed WN 2 2' - 6" 2' - 0" 2' - 7" 2' - 1" 2' - 4" Fixed WN 2 2' - 6" 2' - 0" 2' - 7" 2' - 1" 2' - 4" Fixed WN 2 2' - 6" 2' - 0" 2' - 7" 2' - 1" 2' - 4" Fixed WN 2 2' - 6" 2' - 0" 2' - 7" 2' - 1" 2' - 4" Fixed WN 3 1' - 2" 5' - 2" 1' - 3" 5' - 3" 7' - 9" Fixed WN (Temp.) 4 2' - 6" 6' - 4" 2' - 7" 6' - 5" 6' - 7" Casement WN (Temp.) 5 1' - 2" 7' - 6" 1' - 3" 7' - 7" 5' - 5" Fixed WN (Temp.) 6 4' - 0" 2' - 0" 4' - 1" 2' - 1" 4' - 11" 20 MIN FR WN (Temp.) 7 2' - 6" 2' - 0" 2' - 7" 2' - 1" 2' - 4" Casement WN 7 2' - 6" 2' - 0" 2' - 7" 2' - 1" 2' - 4" Casement WN 8 2' - 10" 3' - 0 1/8" 2' - 11" 3' - 1 1/8" 1' - 3 7/8" Casement WN