120406-LIFT Plans and Sections K
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2
LIFT PLANS
PC
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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
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8
"
SH
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W
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5 1
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2
"
1 1
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4
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1 1
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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
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2
LIFT PLANS
PC
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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
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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'
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9
1
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"
+
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S
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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
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1
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"
L
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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
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0
3