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TYPICAL SHORTWALL DETAIL TYPICAL WALL REBAR LAYOUT
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SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" _ -0" _ IVIICROFLECT PANEL DETAIL ^ !~
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DOOR REBAR DETAIL
5 SCALE: NONE
WALL PANELS
SEE NOTE I)
CASTING TOLERANCES
TOLERANCE FLOOR PANELS TOLERANCES
LENGTH 1/8 LEVEL
WIDTH 1/6 SQUARE
DEPTH 1/8 VERTICAL WARP
EDGE SWEEP
EMBED PLATE POSITION 1/4
EMBED PLATE TIP/FLUSH 1/8
PENETRATION LOCATION
SEE NOTE 3) 1/5
BOWING 1/4
WARPING
1/4 IN 10' LEAST
DIMENSION, MAX.
SQUARE (SEE NOTE 2) 1/8
NOTES:
I. MAXIMUM DEVIATION OVER PANEL
2. MAXIMUM DIFFERENCE IN DIAGONAL DIMENSIONS
3. UNLESS NOTED OTHERWISE
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STAMPS AND SEALS
DATE:
3/B/16
SALES MANAGER:
D. Brunswick
DRAWN BY:
J. Wagner
SERIAL NUMBER:
1603-105
SCALE 24X36:
NONE
SKEET:
S2.1
4
a
3AR AT
AIRS
4 60 G n va. f", 1 1 14
TYPICAL ROOF REBAR_ LAYOUT
SCALE: NONE
REBAR NOTES:
SHORT (TENSION) DIRECTION I" FROM BOTTOM OF CASTING BED
LONG (TENSION) DIRECTION 1-3/4" OR JUST ABOVE TENSION REBAR
ROOF LAYOUT
SCA:-E 3/8"=1'-0"
AFTER PLUG REMOVAL,
FILL VOID WITH
NON -SHRINK GROUT
4-TON LIFT PIN WITH RUBBER
PLUG, TIED TO SURROUNDING
REBAR FOR STRENGTH
ELECTION AT LIFTING PIN_ A` /
6'-1 1/4" V-0" TYP lkIk
C3 SECTION AT ROOF PIN
SCALE: 1-1/2' -0
CASTING LEGEND
LIFTING FERRULE WELD CLIP
FLOOR WELD CLIP
0 STANDARD WELD CLIP
EXTERIOR LIFTING DEVICE
ROOF LIFTING PIN
CASTING TOLERANCES
WALL PANELS
SEE NOTE I) TOLERANCE FLOOR PANELS TOLERANCES
LENGTH 1/8 LEVEL 1/8"
WIDTH 1/8 SQUARE 1/8"
DEPTH 1/8 VERTICAL WARP 1/8"
EDGE SWEEP 3/8"
EMBED PLATE POSITION 1/4
EMBED PLATE TIP/FLUSH 1/8
PENETRATION LOCATION
SEE NOTE 3) I/8
BOWING 1/4
WARPING
1/4 IN 10' LEAST
DIMENSION, MAX.
SQUARE (SEE NOTE 2) I/8
NOTES:
I. MAXIMUM DEVIATION OVER PANEL
2. MAXIMUM DIFFERENCE IN DIAGONAL DIMENSIONS
3. UNLESS NOTED OTHERWISE
STAMPS AND SEALS
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DATE:
3/8/1(0
SALES MANAGER:
D. Brunswick
DRAWN BY:
J. Na ner
SERIAL NUMBER:
1603-105
SCALE 24X36:
NONE
SHEET:
S 3
a
STANDARD THERMOBOND
WELD CLIP
TREMCO DYMONIG JOINT
SEALANT OR EQUAL
TYP AT ROOF
TO WALL CLIPS
TREMCO DYMONIC JOINT —
SEALANT OR EQUAL
THERMOBOND LIFTING
FERRULE/WELD CLIP
EXTERIOR FINISH AS
NOTED ON 514EET A2
4" CONCRETE WALL
ROOF-4" THICK EDGE
WITH 1/4" PER FT.
SLOPE
PANELING
FRAMING
INSULATION IN WALLS
INSULATION IN CEILING
TYPICAL ROOF TO WALL SECTION DETAIL
SCALE: 1-1/2" = 1'-0"
EXTERIOR FINISH AS
NOTED ON 514EET A2
THERMOBOND SEISMIC
WELD CLIP
TREMCO DYMONIC JOINT —
SEALANT OR EQUAL
TYP AT WALL
TO WALL CLIPS 3/16"
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THERMOBOND WELD CLIP
EXTERIOR FINISH AS
NOTED ON SHEET A2
4" CONCRETE WALL
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4" CONCRETE WALL
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FRAMING
PANELING
INSULATION IN WALLS
TYPICAL WALL TO WALL SECTION DETAIL
SCALE: 1-1/2" = 1'-0"
4" CONCRETE WALL
EXTERIOR FINISH AS
NOTED ON SHEET A2
THERMOBOND STANDARD
WELD CLIP
TREMCO DYMONIC JOINT
SEALANT OR EQUAL
TYP AT WALL
TO FLOOR CLIPS
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INSULATION IN WALLS
PANELING
FRAMING
BASE COVE
FLOOR TILE
CONCRETE FLOOR
THERMOBOND FLOOR
WELD CLIP
TYPICAL WALL TO FLOOR SECTION
SCALE: 1-1/2" = 1'-0"
INJECTED FOAM INS
DOOR JAM
INJECTED FOAM INS
DOOR JAM
INSULATION 1
TYPICAL DOOR SECTION DETAIL
SCALE: 3/4" = I'-O"
OR
1E
BUILDING SECTION
SCALE: 3/4" = I'-0"
CROSS SECTION NOTES:
L FLOORS ARE TO BE WAXED AND SEALED BEFORE SHIPPING.
CONSTRUCTION MATERIALS:
INTERIOR FINISH:
FLOOR: 1/8" X 12" X 12" VINYL TILE WITH 4" BASE COVE
WALLS: 1/2" FRP COVERED PANELING (GLASS "C" MINIMUM)
CEILING: 1/2" FRP COVERED PANELING (CLASS "C" MINIMUM)
INSULATION:
WALLS: 1 1/2" THERMAX FOAM INSULATION (R-11) ESR-165q
CEILING: 2 1/2" THERMAX FOAM INSULATION (R-Iq) ESR-165q
FRAMING:
WALLS: 2" X 3" FURRING STRIPS ON SIDE AT 24" O.C.
CEILING: 2" X 3" FURRING STRIPS ON END AT 24" O.C.
CONCRETE:
FLOOR: 5000psi LIGHTWEIGHT
WALLS: 5000psi LIGHTWEIGHT
CEILING: 5000psi LIGHTWEIGHT
STAMPS AND SEALS
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DATE:
3/5/16
SALES MANAGER:
D. Brunswick
DRAWN BY:
J. Nociner
SERIAL NUMBER:
1603-105
SCALE ' 24X36:
NONE
SHEET:
S4
0 0 0 0- 0 0 /0 0 0
LOCATE BOTTOM ABOVE
0 0 0 0 0 /0
LOCATE BOTTOM ABOVE
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0
SHELTER SUPPORT
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UP TO 20 FT LONG SHELTER
CENTER OF GRAVITY
9
0 0 0 0 0
OVER 20 FT LONG SHELTER
CENTER OF GRAVITY S
REMOVE PROTRUDING
FOR SHIPMENT
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REMOVE PROTRUDING HARDWARE
FOR SHIPMENT
OPEN SIDED MODULAR SHELTER
CENTER OF GRAVITY S
TER SUPPORT
PROTRUDING
ARE FOR SHIPMENT
TRANSPORT NOTES:
I. CARTAGE COMPANY TO EXECUTE TIE DOWN, DETERMINE ADEQUACY OF TIE DOWN AND 15
RESPONSIBLE FOR LOCATING SHELTER G.G. FOR EQUIPMENT REQUIREMENTS AND DOT
COMPLIANCE.
2. REMOVE AND SHIP LOOSE ALL FIXTURES PROTRUDING OVER WIDTH LIKELY TO BE DAMAGED
3. COVER OPENINGS WATERTIGHT.
4. PROVIDE DRIVER WITH SET OF LIFTING DRAWINGS AND INSTRUCTIONS TO DELIVER LIFTING
DRAWING WITH SHELTER AT SITE OFF-LOAD.
5. INSPECT SHELTER FOR DAMAGE BEFORE RELEASING DRIVER.
DUNNAGE AND TIE DOWN NOTES:
I. BLOCK SHELTER ONLY AT THE ENDS, UNDER THE END WALLS.
2. BLOCK SHELTER ABOVE HIGHEST POINT OF TRAILER CAMBER BY AT LEAST 1 1/2".
STAMPS AND SEALS
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DATE:
3/8/16
SALES MANAGER:
D. Brunswick
DRAWN BY:
J. Na ner
SERIAL NUMBER:
1603-105
SCALE 24X36:
NONE
SHEET:
T 1
P
r
EDGE PROTECTORS MUST BE
USED TO PREVENT DAMAGE
TO THE CONCRETE CORNERS
4) POINT OPTION 1 BUILDING LIFT
PREFERRED METHOD)
SLINGS VERTICAL
EDGE PROTECTORS MUST BE
USED TO PREVENT DAMAGE
TO THE CONCRETE CORNERS
SEE INSTALLATION INSTRUCTIONS
THIS PAGE FOR ALLOWABLE
ANGLE OF LIFTING SLING
0
EDGE PROTECTORS
USED TO PREVENT I
TO THE CONCRETE f
SEE INSTALLATION I
THIS PAGE FOR ALL
ANGLE OF LIFTING S
EDGE PROTECTORS MUST
USED TO PREVENT DAMAG
TO THE CONCRETE CORNEF
SEE INSTALLATION IN5TRU
THIS PAGE FOR ALLOWABL
ANGLE OF LIFTING SLING
4) POINT OPTION 2
BUILDING LIFT
SEE TABLE
5)
EDGE PROTECTORS MUST BE
USED TO PREVENT DAMAGE
TO THE CONCRETE CORNERS
SEE INSTALLATION INSTRUCTI
THIS PAGE FOR ALLOWA
ANGLE OF LIFTING SL
EXTERNAL FEATURES
4) POINT OPTION 3 BUILDING LIFT
TABLE 1 4) POINT LIFT OPTION 2
LIFT DEVICE SEPARATION (5) MINIMUM HOOK HEIGHT (H)
10'-0" 13'-q"
III -oil 15' -2"
12' -0" 6' -6"
3'-0" 17'-10"
14' -0" I9' -3"
15'-0" 20'-8"
6'-0" 22'4"
17'-011 23'-5"
18'-0" 24'-g"
Iq'-0" 26'-2"
201-0" 27' -6"
4 POINT LIFT OPTIONS
1 SCALE: NONE €°9
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8) POINT OPTION 1 BUILDING LIFT
PREFERRED METHOD)
8) POINT OPTION 2
BUILDING LIFT
SEE TABLE
EDGE PROTECTORS NU
USED TO PREVENT DA
TO THE CONCRETE COF
SEE INSTALLATION INS
THIS PAGE FOR ALLOW
ANGLE OF LIFTING SLIP
EXTERNAL FEATURES
8) POINT OPTION 3 BUILDING LIFT
TABLE 1 8) POINT LIFT OPTION 1
LIFT DEVICE SEPARATION (5) MINIMUM HOOK HEIGHT (H)
6' -0" 13' -q"
7'-0" 151-2"
8' -0" 10 -6"
q'-0" 17'-10"
10'-0" I9'-3"
11'-0" 20'-8"
12'-0" 22'-0"
8 POINT LIFT OPTIONS
SCALE: NONE
MAXIMUM ANGLE
PERPENDICULAR TO
WALL DO NOT EXCEED
BOLT INSTALLATION:
1. SNUG (NO PLAY) PLUS 1/8 TURN MAX.
2. DO NOT DRIVE WITH HIGH PRESSURE IMPACT WRENCH.
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1
MAXIMUM ANGLE PARALLEL
TO WALL DO NOT EXCEED
oi4 -iv X 2 3/4" L. (MIN.) GR. 8 OR
3/4"-10 X 2 3/4" L. (MIN.) A4g0 BOLT
WITH FLAT WASHERS
3
END INSTALLATION AND SLING LIMITS
J SCALE: NONE
ER
TYP)
SEE NOTE 5)
FOUNDATION PLAN VIEW
INSTALLATION NOTES:
1. ALL FOUNDATION WORK BY OTHERS AND SUBJECT TO LOCAL INSPECTION.
2. FOUNDATION SURFACE SHALL BE LEVEL TO WITHIN +/- 1/8" PER 10 LINEAL FEET IN
ANY DIRECTION.
3. FOUNDATION SHALL BE SQUARE TO WITHIN +/- 1/4".
4. TIE DOWN PLATES, IF USED MUST BE ENTIRELY ABOVE GRADE.
5. SHELTER MUST BE SHIMMED TO LEVEL ABOVE IRREGULARITIES IN THE SLAB AND
BUILDING FLOOR SYSTEM. SHIM HARDNESS NOT LESS THAN 60 DUROMETER. OR
COMPRESSIVE STRENGTH 9,000 PSI MINIMUM. SHIMS NOT LESS THAN 3" SQUARE,
THICKNESS AS REQUIRED,
6. INSPECT FOUNDATION FOR DEBRIS AND REMOVE BEFORE SETTING SHELTER.
SHELTER MUST BE SHIMMED
4
SHELTER SHIMMING
SCALE: NONE
RIGGING NOTES:
I. SHELTER MUST BE LIFTED ONLY AT POINTS PROVIDED, USING APPROPRIATE SPREADER
BARS AND SLINGS, AND WITHIN THE LIMITS SHOWN ON THIS DRAWING.
2. UNLESS OTHERWISE APPROVED OR INDICATED, LIFT ONLY THE SHELTER SELF -WEIGHT. DO
NOT LIFT THE SHELTER WITH ADDITIONAL EQUIPMENT INSIDE.
3. INSPECT EACH LIFT DEVICE FOR FOR CRACKS, WARPING OR OTHER DEFECTS BEFORE
INSTALLING ON SHELTER. DO NOT USE A LIFTING DEVICE THAT HAS ANY CRACKS,
QUESTIONABLE WELDS, IRREGULAR OR ELONGATED HOLES, OR 15 BENT OUT OF SHAPE.
4. INSPECT BOLTS BEFORE INSTALLATION. DO NOT USE ANY BOLTS THAT HAVE DAMAGED
THREADS, ARE BENT, APPEAR ELONGATED OR ARE MALFORMED IN ANY WAY.
S. DO NOT ROUTE SLING NEAR HVAC SYSTEMS
G. REMOVE OR PROTECT DOOR HARDWARE AND OTHER PROTRUSIONS FROM DAMAGE.
7, RIGGER 15 TO PROVIDE ALL EQUIPMENT ABOVE THE THERMOBOND EXTERIOR LIFTING DEVICE.
THE RIGGER 15 RESPONSIBLE FOR ENSURING THAT THE SAFETY REQUIREMENTS LISTED
HEREIN ARE MET.
8. RIGGING SHALL CONFORM TO APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS.
q. IF SHELTER 15 DELIVERED WITH TEMPORARY SHIPPING WALLS OR ANY OTHER TEMPORARY
STRUCTURE INSTALLED FOR TRANSPORT, DO NOT REMOVE BEFORE SHELTER PLACEMENT.
10. DO NOT USE SINGLE HOLE POSITIONS FOR LIFTING.
11. DO NOT SET THE SHELTER ON AN UNEVEN OR UNSTABLE SURFACE.
STAMPS AND SEALS
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DATE:
3/8/16
SALES MANAGER:
D. Brunswick
DRAWN BY:
J. Wagner
SERIAL NUMBER:
1603-105
SCALE 24X36:
NONE
SPEET:
T2
3
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