Chromalox HVH-50-23 User Manual download pdf

1 2

2 3

3 4

ATTACHMENT POINT

w/ 4 DYWIDAG ANCHORS TYP.

SEE 1/S302 & NOTE 8

S301

24'-2" 21'-0" 24'-2"

21'-0 1/2" 21'-0 3/4" 20'-0" 18'-0" 17'-5"

2'-0"

1'-1" 2'-8"

2'-8"

1'-1"

5'-0" 25'-0" 6'-0" 7'-2"

6'-0" 25'-0"

55'-5"

FTG

CL CRANE COL

FTG

CL CRANE COL

10"

FTG

C.J.

5'-0" 5'-0" 5'-0" 5'-0"

10"

FTG.

VERTICAL BRACING

#5 HAIRPIN (TYP.)

SEE DETAIL 6/S301

S302

IM.

S301

NOTE 7 (TYP)

4'-0"

-4

'-6

-4

'-6

-4

'-6

4'-0" 21'-0"

1'-0"

2'-8"

1'-0"

PHASE II

EXPANSION

C.J.

S303

C.J.

TYP. 4

CORNERS

6" SLAB-ON-GRADE UNO

SEE GENERAL NOTES

S301

STRONG WALL AND

FLOOR SEE S302

12'-6"

ADD'L #11@12" T

CL FOOTING

S301

S303

C.J.

C.J.C.J.

C.J.C.J.C.J.

C.J.

S303

SIM

S303

CONCRETE FILLED

STEEL BOLLARD

SEE 5/S303

CONCRETE FILLED

STEEL BOLLARD,

SEE 5/S303

C.J. C.J.

S301

SLOPE DOWN

SEE ARCH.

PHASE II PHASE I

S301

DOWEL

@ DOOR

ONLY

S303

NOTES:

1. IN ADDITION TO SECTIONS & DETAILS REFERENCED IN THIS PLAN, SEE ALL TYPICAL DETAILS.

INDICATES TOP OF FOOTING ELEVATION WITH RESPECT TO LEVEL 0'-0" TOP OF SLAB

REFERENCE ELEVATION. U.N.O., TOP OF FOOTING IS AT -2'-0"

4. C.J. DENOTES CONTROL OR CONSTRUCTION JOINTS. SEE DETAIL 2 & 3/S301. SPACE EQUALLY

BETWEEN ADJACENT JOINTS U.N.O.

X'-X"

INDICATES STRUCTURAL CMU WALL.

6. INDICATES RE-ENTRANT CORNER BARS, SEE DETAIL 5/S301

7. FX.X INDICATES FOOTING MARK SEE SCHEDULE ON S301

8. 2#5x5'-0" DOWELS w/ 2'-6" EMBEDMENT.

9. SEE ARCH. DRAWING FOR STRONG FLOOR AND WALL ANCHOR LAYOUTS.

10. INDICATES 10" THICK SLAB REINFORCED W/ #7@12" E.W. 1 1/2" CLR. FROM TOP

11. SEE ARCH. DRAWING FOR METAL BUILDING AND CRANE DIMENSIONS

2. TOP OF SLAB ELEVATION = ±0'-0". SEE ARCH. FOR T/SLAB ELEVATIONS AND FLOOR SLOPES.

Uzun & Case Engineers, LLC

201 17th St. , NW Suite 1200

Atlanta, Ga 30363

Phone: 678-553-5200 Fax: 678-553-5270

http://www.uzuncase.com

SHEET NO:

DATE:

SCALE:

PROJECT NO:

DRAWN BY:

DRAWING TITLE:

PROJECT NAME:

SUBMISSIONS:

REV: DATE:

SUBMISSIONS:

REV: DATE:

SUBMISSIONS:

REV: DATE:

SUBMISSIONS:

REV: DATE:

SUBMISSIONS:

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SUBMISSIONS:

REV: DATE:

RELEASED FOR CONSTRUCTION

1413121110987654321

As indicated

S201

02/05/2013

12248

FOUNDATION PLAN

STRUCTURAL

TESTING

LABORATORY

AWP/JTH

S201

SCALE: 3/16" = 1'-0"

FIRST LEVEL - FOUNDATION PLAN

REFERENCE ELEVATION = 0'-0"

02 04-17-2013

Phase II Construction

1 2 3 4 5 6 7 8 9 10

Summary of Contents

Page 1 - RELEASED FOR CONSTRUCTION

1111 2222 3333 4444AAAADDDDATTACHMENT POINTw/ 4 DYWIDAG ANCHORS TYP.SEE 1/S302 & NOTE 81S30124'-2" 21'-0" 24'-2"21&a

Page 2

Page 3

1111 2222 3333 444424'-2" 21'-0" 24'-2"AAAADDDD21'-0 1/2" 21'-0 3/4" 20'-0" 18'-0&quo

Page 4

1111 2222 3333 4444AAAADDDD21'-0 1/2" 21'-0 3/4" 20'-0" 18'-0" 17'-5"24'-2" 21'-0&quo

Page 5

T2#5 CONT. TOP & BOTTOM(PROVIDE ADD'L 2#4 BOTTOMWHEN DEPTH EXCEEDS 2'-0".EVENLY SPACE BAR SETSACROSS TURN DOWN DEPTH).MIN.1'-6

Page 6

DYWIDAG FULL LOAD MULTISTRESSING COUPLERS(TYP.) 1/2" CLR. FROMCOVER PLATESTABILIZERPLATE 1/4"SEE 6/S3023" CLR.DYWIDAG LOCKNUTS, TYP. 2

Page 7

1'-0"T/GRADEVARIES4#43T&1B#5@121'-4"#3@122#4@124'-0"#4@1210" 8" 1'-6"2'-0"x1'-6&q

Page 8 - SPLIT-SYSTEMS

LEVEL 01 - OFFICEMEZZANINE11' - 10 1/2"LGM FRAMINGCOMPOSITE SLAB,SEE PLANW12, SEE PLAN1/4" PLATECMU FACE BLOCK EACH SIDELEVEL 01 - OFFI

Page 9

AIR DISTRIBUTION DEVICEMARK BASIS OF DESCRIPTION NOTESDESIGN(MAKE & MODEL)D TITUS DIFFUSER, CONE FACE 1TMS 24x24 FACE, LAY INDL TITUS DRUM LOU

Page 10

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Chromalox HVH-50-23 User Manual

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