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120406-LIFT Plans and Sections K R A U S - F I T C H AR C H I T E C T S , I N C . En v i r o n m e n t a l l y i n s p i r e d d e s i g n 11 0 P u l p i t H i l l R o a d Am h e r s t , M a 0 1 0 0 2 4 1 3 - 5 4 9 - 5 7 9 9 Fa x : 4 1 3 - 5 4 9 - 7 9 1 8 ww w . k r a u s f i t c h . c o m DE W E Y H O U S E SM I T H C O L L E G E NO R T H A M P T O N , M A Ap r i l 6 , 2 0 1 2 LIFT PLANS PC - 0 1 DOOR BY LIFT MANUFACTURER 62 1/8" SHAFTWAY PIT1 1/4"5 1/2"1 1/4" 57 7/8" CLEAR 39" CLEAR WIDTH 54 7 / 8 " SH A F T W A Y P I T 5 1 / 2 " 1 1 / 4 " 1 1 / 4 " LOCATE BACK WALL OF LIFT TO COVER EXISTING WINDOW REMOVAL AND REPAIR WORK (TO MINIMIZE RESIDING WORK). EXISTING WALLS TO BE MODIFIED TO CREATE 1-HR. CONSTRUCTION BY STRIPPING AND ADDING 2 LAYERS OF 5/8" GYP. BD. OPEN UP EXISTING WALL AS NEEDED TO INSTALL NEW STRUCTURAL BLOCKING TO SUPPORT LIFT SHROUD/MACHINE HOUSING PER MANUFACTURER'S REQUIREMENTS. COORDINATE WITH STRUCTURAL DWGS. EXISTING WINDOW TO BE REMOVED AND INFILLED. FIRST FLOOR LIFT PLAN Scale: 1/2" = 1'-0" 1 A-1.1 NOTE: GENERAL CONTRACTOR TO MEASURE EXISTING WALL CONSTRUCTION TO DETERMINE DOOR JAMB DETAIL. K R A U S - F I T C H AR C H I T E C T S , I N C . En v i r o n m e n t a l l y i n s p i r e d d e s i g n 11 0 P u l p i t H i l l R o a d Am h e r s t , M a 0 1 0 0 2 4 1 3 - 5 4 9 - 5 7 9 9 Fa x : 4 1 3 - 5 4 9 - 7 9 1 8 ww w . k r a u s f i t c h . c o m DE W E Y H O U S E SM I T H C O L L E G E NO R T H A M P T O N , M A Ap r i l 6 , 2 0 1 2 LIFT PLANS PC - 0 1 DOOR BY LIFT MANUFACTURER EXISTING WINDOW TO BE REMOVED AND INFILLED. COORDINATE ATTACHMENT POINTS, SEE STRUCTURAL DWGS STRIP SIDING AND ADD 2 LAYERS OF 5/8" GYP. DB. SECOND FLOOR LIFT PLAN Scale: 1/2" = 1'-0" 2 A-1.1 LIFT SECTIONS K R A U S - F I T C H AR C H I T E C T S , I N C . En v i r o n m e n t a l l y i n s p i r e d d e s i g n 11 0 P u l p i t H i l l R o a d Am h e r s t , M a 0 1 0 0 2 4 1 3 - 5 4 9 - 5 7 9 9 Fa x : 4 1 3 - 5 4 9 - 7 9 1 8 ww w . k r a u s f i t c h . c o m DE W E Y H O U S E SM I T H C O L L E G E NO R T H A M P T O N , M A Ap r i l 6 , 2 0 1 2 NEW LIFTNEW LIFT NEW ROOF CONSTRUCTION: -NEW SOLDERED COPPER ROOF -ON 30# FELT -ON CDX SHEATHING -2x12 RAFTERS @ 16" OC -W/ 12" _____INSULATION -5/8" GYP. BD 12 3 NEW WALL CONSTRUCTION: -SIDING ON RAIN SCREEN -ON BUILDING PAPER -ON 1" RIGID INSULATION -ON 3/4" CDX SHEATHING TAPED AS AIR BARRIER -ON 2X6 STUDS @ 16" O.C. WITH MID-HEIGHT BLOCKING AS NEEDED -INSULATE W/O.C. FOAM -2 LAYERS 5/8" F.C.GYP BD 10" 6" 6" MIN. WALL THICKNESS ABOVE SHELF 4 A-3.1 9' - 9 1 / 2 " + / - S U S P E N D E D C L G . H E I G H T REINFORCE EXISTING RUBBLE STONE FOUNDATION W/ 5" MIN ONE-SIDED POUR W/ #4 @ 12" E/W NEW HEADER ON NEW POSTS EXISTING WALLS TO BE MODIFIED TO CREATE 1-HR. CONSTRUCTION: REMOVE EXTERIOR SIDING AND INSTALL 2 LAYERS OF 5/8" FC SHEETROCK NEW LIFT FLOOR CONSTRUCTION: - 4" POURED CONC. SLAB (3000 PSI) - ON 6 MIL POLY VAPOR BARRIER - ON (2) LAYER 1" DENSE EPS TYPE IX. SEAMS, OVERLAPPED - ON COMPACTED FILL NEW FOUNDATION WALL CONSTRUCTION: -10" THICK POURED CONC. W/ 4" BRICK SHELF -DAMP PROOFING COMPACTED STRUCTURAL FILL LIFT COLUMN/SHROUD NEW DOOR TO LIFT NEW HEADER ON NEW POSTS SECTION @ LIFT ADDITION Scale: 3/16" = 1'-0" 2 A-3.1 12 3 12"x12"x6" SUMP PIT (NO DRAIN) 6" EXISTING WALL TO BE MODIFIED TO CREATE 1-HR. CONSTRUCTION, SEE WALL CONSTRUCTION 2/A-3.1 NEW FLASHING @ WALL/ROOF INTERSECTION (AT LIFT AND BEYOND) - CUT EXISTING TRIM AND SIDING AND EXTEND UP UNDER MIN 4" 14 0 1 / 2 " L I F T T R A V E L D I S T A N C E EXCAVATE DOWN TO APPROX. LEVEL OF PREVIOUS EXCAVATIONS TO PLACE NEW FOOTINGS ON WELL-COMPACTED SOIL CAN IN CEILING NEW SHROUD/LIFT MACHINE HOUSING - SECURED TO WALL BEHIND WITH SUFFICIENT BLOCKING AS REQ'D BY LIFT MFR INSTALLATION INSTRUCTIONS VENT THROUGH WALL COORDINATE ATTACHMENT POINTS SEE STRUCTURAL DRAWINGS NEW LIFT CEILING CONSTRUCTION: -2x6 @ 16" OC -W/ (2) LAYER 5/8" F.C. GYP BD 10" CROSS-SECTION @ STAIR AND LIFT ADDITION Scale: 3/16" = 1'-0" 3 A-3.1 PC - 0 3