B09 - Amendment5Attachment29_S101_0005.pdf

L -1

L -1

C .J

C

.J

T.O. SLAB

EL. SEE ARCH.

EL. = SEE PLAN

FIN. FLOOR

EL. = SEE PLAN

T.O.F.

@ 16" O.C.

600S250-43 LIGHT GAUGE JOISTS

OPEN

S101

S101

S101 5

S101

GB1-6

GB1-6

GB1-6

G B

-6

S101

S101

TYP.

S201

C12X20.7

C8X11.5

S201

GRANULAR FILL

UNDISTURBED SOIL

CONC. SLAB - SEE PLAN

EQUIPMENT - SEE PLAN

12" DEEP CONCRETE FOUNDATION PAD

W/ #5 @ 12" O.C. E.W. TOP & BOTTOM

NOTES:

1. CONTRACTOR SHALL ANCHOR EQUIPMENT PER EQUIPMENT

MANUFACTURER REQUIREMENTS USING HILTI KWIK BOLT III

EXPANSION ANCHORS OR HILTI HIT-HY 200 EPOXY ANCHORS.

2. CONTRACTOR SHALL VERIFY AND COORDINATE LENGTH AND

WIDTH OF PAD WITH EQUIPMENT MANUFACTURER.

3. CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENING

SIZES AND LOCATIONS REQUIRED IN FOUNDATION PAD.

PROVIDE DOWEL TO MATCH

AND LAP VERT. WALL REINF.

PAVING OR

FINISHED GRADE

AS OCCURS

CENTERLINE OF CMU WALL

= CENTERLINE OF FOOTING

CONC. FOOTING -

SEE PLAN & SCHED.

FOR SIZE & REINF.

GROUT BOTTOM

COURSE SOLID

CMU WALL - SEE PLAN &

SCHED. FOR SIZE & REINF.

1/2" EXPANSION JOINT

CONC. SLAB ON

GRADE - SEE PLAN

CMU WALL - SEE

PLAN AND SCHED.

FOR SIZE AND REINF.

ROOFING AND INSULATION -

SEE ARCH.

METAL DECKING - SEE PLAN &

SCHED. FOR SIZE & ATTACH.

LIGHT GAUGE

JOIST - SEE PLAN

CONT. RIM TRACK

8" BOND COURSE W/ (2)

#4 CONT. - GROUT SOLID

CONT. L4X4X3/8 ANGLE

W/ 1/2" DIA. HILTI KIWK

BOLT 3 ANCHORS @ 24"

O.C. (3 1/2" EMBED.)

(2) #10 SCREWS

@ EACH JOIST

CONT. 2X PLATE W/ 1/2" DIA.

HILTI KIWK BOLT 3 ANCHORS

@ 24" O.C. (3 1/2" EMBED.)

CMU WALL - SEE PLAN AND

SCHED. FOR SIZE AND REINF.

ROOFING AND INSULATION -

SEE ARCH.

METAL DECKING - SEE PLAN &

SCHED. FOR SIZE & ATTACH.

LIGHT GAUGE

JOIST - SEE PLAN

ATTACH JOIST TO CMU W/ (2)

HILTI X-U KNURLED SHANK

FASTENERS @ 12" O.C.

8" BOND COURSE W/ (2)

#4 CONT. - GROUT SOLID

CONT. 2X PLATE W/ 1/2" DIA.

HILTI KIWK BOLT 3 ANCHORS

@ 24" O.C. (3 1/2" EMBED.)

W8X15 STEEL LINTEL

3/4" BEARING PLATE OVER 3/4" NON-

SHRINK GROUT W/ (2) 1/2" DIA. HILTI

HIT-HY 270 EPOXY ANCHORS IN LONG

SLOTTED HOLES (4 1/2" EMBED.)

GROUT MASONRY CELL

BELOW LINTEL BEARING

SOLID (FULL HEIGHT)

EXIST. CMU

TOOTH IN NEW CMU

JAMB BLOCK EACH

END OF OPENING NEW WALL OPENING -

SEE ARCH. FOR EXTENTS

5/16" STEEL PLATE WHERE CMU

EXTENDS BEYOND BEAM FLANGE BY

MORE THAN 3/4" ON EITHER SIDE -

PLATE WIDTH SHALL BE 1" LESS THAN

WALL THICKNESS (FIELD VERIFY)

1 1/2" SOLID BLOCKS TO COVER

BEAM WHEN EXPOSED TO VIEW

(NOT SHOWN FOR CLARITY)

REMOVE AND REPLACE ADDITIONAL CMU

ABOVE WALL OPENING AS REQUIRED

FOR INSTALLATION OF STEEL LINTEL

EXISTING CMU WALL

ROOFING AND INSULATION -

SEE ARCH.

METAL DECKING - SEE PLAN &

SCHED. FOR SIZE & ATTACH.

LIGHT GAUGE

JOIST - SEE PLAN

ATTACH JOIST TO EXISTING

CMU W/ (2) HILTI X-U KNURLED

SHANK FASTENERS @ 12" O.C.

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

241749

00000

FORT SMITH NATIONAL HISTORIC SITE

301 PARKER AVE

FORT SMITH, AR 72901C

U s e rs \e h o ff \D o c u m e n ts

\R e v it te m p \0

-S T

R U

C

R

-F O

S M e h o ff s c h e m m e r.

c o m .r v t

ECH

ECH

KMW

01/03/2020

07310.007

S101

PLANS & DETAILS

07310007FOSM- 3- S101 PLANS & DETAILS

PLAN NOTES:

REF. NOTES ( ):X

1 STRUCTURAL STOOP - SEE SHEET S102 FOR TYPICAL DETAIL. REFERENCE

ARCHITECTURAL DRAWINGS FOR STOOP DIMENSIONS.

2 4" CONCRETE SLAB ON GRADE W/ 6X6 W2.9XW2.9 W.W.F. OVER 4"

GRANULAR FILL. - TYP. REFERENCE ARCH DRAWINGS FOR SLOPE

REQUIREMENTS AS NEEDED.

3 'C.J.' INDICATES CONTROL JOINT - SEE TYPICAL DETAIL ON SHEET S201

4 DRILL & EPOXY LONG. FOOTING REINF. INTO EXIST FOOTING (6" MIN.

EMBED.)

5 1 1/2" 'B' 22 GA. METAL ROOF DECK. SEE METAL ROOF DECK SCHEDULE

FOR MORE INFORMATION

6 MECHANICAL EQUIPMENT MAX OPERATING WEIGHT OF 12,000 LBS.

7 EXISTING DOWNSPOUT WITH UNKNOWN PIPING LOCATION. CONTRACTOR

SHALL TAKE CARE TO CONSTRUCT FOOTINGS AROUND PIPE PER TYPICAL

DETAIL ON S201.

8 GALVANIZED SERRATED WELDED STEEL BAR GRATING (19W4) W/ 1"X1/8"

BEARING BARS AT 1 3/16" ON CENTER AND CROSS BARS AT 4" ON

CENTER. TYPICAL AT STAIR.

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES.

B. REFERENCE SHEET S201 FOR TYPICAL DETAILS NOT NECESSARILY

INDICATED ON PLAN.

C. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

D. TOP OF FOOTING (T.O.F.) ELEVATION IS 109’-7”, TYPICAL U.N.O.

E. FINISHED FLOOR ELEVATION (F.F.E.) IS 110’-3”, TYPICAL U.N.O.

F. GRADE BEAMS ARE REQUIRED AT ALL EXTERIOR WALLS. BOTTOM OF

GRADE BEAM SHALL HAVE A MINIMUM DEPTH OF 24” BELOW EXTERIOR

GRADE.

G. STRUCTURAL STOOPS ARE REQUIRED AT ALL EXTERIOR SWING DOORS.

SEE TYPICAL DETAIL ON SHEET S201.

H. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER

OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS.

SCALE: 1/8" = 1'-0"

FRAMING PLAN

SCALE: 1/8" = 1'-0"

FOUNDATION PLAN

GRADE BEAM SCHEDULE

MARK WIDTH DEPTH LONGITUDINAL REINFORCING STIRRUPS

GB1-6 1' - 6" 2' - 0" (3) #5 BARS BOT., (3) #5 BARS TOP #4 @ 24" O.C.

MASONRY WALL REINF. SCHEDULE

MARK WIDTH

REINFORCING

VERTICAL HORIZONTAL

A 0' - 8" #5 @ 32" O.C. MAX. LADDER TYPE - 2 - W1.7 WIRES @ 16" O.C.

MASONRY LINTEL SCHEDULE

MARK BEARING REINFORCING

L-1 8" 16" BOND BEAM W/ (2) #5 CONT. @ BOT.

SCALE: 1/2" = 1'-0"

EXTERIOR EQUIPMENT PAD DETAIL

SCALE: 3/4" = 1'-0"

EXTERIOR MASONRY WALL AT CONCRETE GRADE BEAM

SCALE: 3/4" = 1'-0"

LIGHT GAUGE JOIST BEARING AT CMU WALL

SCALE: 3/4" = 1'-0"

LIGHT GAUGE JOIST AT CMU WALL

METAL DECKING SCHEDULE

LOCATION

DEPTH

(IN.)

GAUGE MIN. I MIN. S FINISH

CONNECTION TO

SUPPORTING MEMBERS

(#12 TEK SCREWS)

SIDE LAPS

(#10 SCREWS)

REMARKS

ROOF 1 1/2 22 0.155 0.186 GALVANIZED 36/4 PATTERN

(1) SIDE LAP FASTENERS

#10 TEK SCREWS - EA.

JOIST SPACE

TYPE "B"

SCALE: 3/4" = 1'-0"

STEEL LINTEL ABOVE NEW OPENING IN EXISTING MASONRY WALL

SCALE: 3/4" = 1'-0"

SECTION AT EXISTING WALL

NOTE: PROVIDE TYPE 'A' WALLS AT ALL CMU WALLS, TYPICAL U.N.O.

DATE INITIAL

08/12/2020 ECH