Drawings_Set_6_of_6.pdf

A

STIRRUP OR TIE BEND

R= 6 DIA'S. FOR #8 OR SMALLER

R= 8 DIA'S. FOR #9 TO #11

R= 6 DIA'S. (TYP)

B

BAR BEND

R

1' 0"

4 DIA'S

2 1/2" OR

R= 6 DIA'S. FOR #8 OR SMALLER

R= 8 DIA'S. FOR #9 TO #11

C

HOOK

45.00°

R = 8 D

IA

'S

D

BENT BAR

60 BAR DIAMETERS

S T A G G E R L A P S (T

Y P

1/ D

IA

'S O R T

IE

B

R S T O G E T H E R

E

BAR LAP

TYPICAL BASE PLATE SCHEDULE

COL SIZE

PLATE

THICKNESS A B C D

ANCHOR

ROD ø

MIN.

EMBEDMENT

HSS6X6 1'-2" 11" 9" 8"1 1/4" 3/4" 1'-0"

COLUMN

GRID AND

CENTERLINE

OF COLUMN

GRID AND CENTERLINE

OF COLUMN

D/2 D/2

B

A C

TYPICAL COLUMN BASEPLATE

PLATE WASHER, SEE CHART

ANCHOR ROD, SEE

NOTE J6/S-001

TYPICAL ANCHOR ROD DETAIL

REFER TO AISC TABLE

14-2 FOR MAX HOLE DIA.

AND WASHER SIZE.

TOP OF FOUNDATION

M

IN

IM

U M E M B E D M E N T

1/ 4" M

IN

P R O

JE

C T

IO

N SIZES FOR ANCHOR ROD WASHERS

AND HOLES IN BASE PLATES

ANCHOR ROD

DIA., (IN.)

MAX HOLE

DIA., (IN.)

MIN. WASHER

DIMENSION, (IN.)

MIN. WASHER

THICKNESS, (IN)

3/4

1 5/16

1 13/16

1/4

3/8

NOTES:

1. THIS CHART IS TAKEN FROM AISC TABLE 14-2. LATEST VERSION OF AISC TABLE 14-2

TAKES PRECEDENCE.

2. CIRCULAR OR SQUARE WASHERS MEETING THE SIZE SHOWN ARE ACCEPTABLE.

3. ADEQUATE CLEARANCE MUST BE PROVIDED FOR THE WASHER SIZE SELECTED

1/4" PLATE WASHER ON TOP

OF LEVELING NUT, IF USED,

TO MATCH WASHER WIDTH

FROM CHART

S E E B A S E P

LA

T E

S C H E D U

LE

O R D E T A

IL

S

D

C /2

C /2

HSS5X5 11" 11" 8" 8"1 1/4" 3/4" 1'-0"

AISC TABLE J2.4

TACK WELD

INDICATES PLASTIC

CAP AND JOINT FILLER,

SEE SPECS

DIAMOND-SHAPED LOAD PLATES 4 1/2"

SQ x 1/4" THICK SPACED AT 18" O.C. IN

6" SLAB. DO NOT INSTALL A LOAD

PLATE WITHIN 6" FROM END OF SLAB

CAPILLARY WATER

BARRIER/GRANULAR FILL

CJ (CONSTRUCTION JOINT)

UNDERSLAB VAPOR RETARDER

TYPICAL UNDER SLAB:

#4 AT 16" O.C.,

SUPPORT REINF

KEYED CONTROL

JOINT (KCJ)

5" 6"

A

NOTES:

1. USE DIAMOND SHAPED LOAD PLATES

4 1/2" SQ x 3/8" THICK SPACED AT 18" O.C.

AT CONSTRUCTION JOISTS IN 8" SLAB ONLY.

2. DO NOT INSTALL A LOAD PLATE 6" FROM

END OF SLAB.

FLOOR DRAIN AT SLOPED SLAB

SLAB SLOPES,

SEE PLAN

FLOOR DRAIN, SEE

ARCH AND PLMB

FOR LOCATIONS

2' - 0" 2' - 0"

4-#4 x 4'-0"

EA. WAY

M

IN

5" C

LR

A

SLAB ON GRADE,

SEE 1A/S-301 #4X2'-0" EACH SIDE

WHERE PIPE DIAMETER

IS GREATER THAN 4"

SLAB ON GRADE,

SEE 1A/S-301

PIPE SLEEVE, SEE

MECH/PLMB DRAWINGS

FOR LOCATION

ISOLATION JOINT

FILLER w/ SEALANT

2" C

LR

MECH/PLMB PIPE THROUGH SLAB

B

3" C

LR

SLAB ON GRADE,

SEE PLAN

EDGE OF OPENING OR

RE-ENTRANT CORNER

2-#4X5'-0" CENTERED IN

SLAB IF THERE IS NOT A SJ

IN ANY DIRECTION

2-#4 X5'-0" CENTERED IN

SLAB IF THERE IS A SJ IN

ONE DIRECTION

SJ

4"

2"

2" 4"

INDICATES SLAB

JOINT, SEE 1/S-301EXTEND TOP AND BOTTOM

CONTINUOUS REINFORCING

ACROSS WIDTH OF FOOTING

(TYP.)

TIES, SEE DETAILS

AND DETAILS

VARIES, SEE PLANS

CL

1'-3" DIAMOND OR

24"Ø CIRCLE, SEE PLAN

INCREASE SIZE OF

BLOCKOUT AT BRACED

FRAMES AS REQ'D FOR

CLEARANCE FOR GUSSET

PLATE, BRACE & WELDING

TYPICAL PLAN VIEW OF INTERIOR COLUMNAT COLUMN WITHOUT PIER

3/4"=1'-0"

A 1 1/2"=1'-0"

B

OF COLUMN AND

FOOTING

1 1/2" NON-SHRINK

GROUT

BASEPLATE, SEE 7/S-301

SEE FOUNDATION PLAN

FOR T.O.F. ELEV.

SLAB, SEE 1A/S-301

#30 FELT JOINT

w/SEALANT (TYPICAL)

BASEPLATE,

SEE 7/S-301

1' 0"

P

LA

N

S E E F N D N

SEE FOUNDATION PLAN FOR SIZE AND REINF.

CL OF COLUMN AND

FOOTING

CL OF COLUMN

AND FOOTING

CLR.

1" MIN.

BENT BARS- MATCH

HORIZ. REINF. IN FOOTING

MAXIMUM

SLOPE

TYPICAL HORIZ.

REINF. IN FOOTING,

SEE DETAILS

#4 AT 12" O.C. MAX.

w/1'-0" HOOK T&B

E A C H S

ID

E O F S T E P

S E E P

LA

N F O R T .O .F

3" CLR.

SJ (SAWN JOINT)

B

SAW CUT MIN. DEPTH 1/4 OF

SLAB THICKNESS AT LOCATIONS

INDICATED ON THE SLAB PLANS.

CUT EVERY OTHER W.W.R. BAR

CROSSING JOINT.

8" 6"

2" C

LR

#5 AT 16" O.C. EA WAY SUPPORT

BARS ON INDIVIDUAL HIGH CHAIRS

w/ PLATES (HCP) OR PRECAST

SUPPORTS AT EA INTERSECTION

VAPOR

RETARDER

DRAINAGE COURSE,

SEE SPECS

NOTE:

USE DIAMOND-SHAPED LOAD PLATES 4 1/2" SQ x

3/8" THICK SPACED AT 18" O.C. AT CONSTRUCTION

JOINTS IN 8" SLAB ONLY. DO NOT INSTALL A LOAD

PLATE 6" FROM END OF SLAB

WAREHOUSE SLAB

D

6" 6"

4" 3' 0"

VAPOR RETARDER#4 AT 18" O.C. EA WAY SUPPORT

BARS ON INDIVIDUAL HIGH CHAIRS

w/ PLATES (HCP) OR PRECAST

SUPPORTS AT EA. INTERSECTION

3 LAYERS OF RIGID INSULATION

STAGGER JOINTS

#4 AT 8" O.C. EW

DRAINAGE FILL

VENT PIPE CENTERED IN

DRAINAGE FILL, SEE PLANS FOR

SIZES, TYPES, AND LAYOUT

INSULATED FREEZER SLAB

C

V A R

IE

S

PERFORM TASK

MIN WIDTH REQ'D TO

CONT #5 AT 12" O.C.

STAGGERED 5/8"Ø DOWEL

AT 12" O.C. w/ 6" EMBED

USING HIT-HY200 EPOXY

EXISTING SLAB ON GRADE

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

OSCAR BARRIOS

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

S-301

O. BARRIOS

S. MOORE

Checker

FOUNDATION SECTIONS AND DETAILS

05/30/18

NOT TO SCALE

3 TYPICAL BAR BENDING DETAILS

NOT TO SCALE

7 BASEPLATE SCHEDULE AND DETAILS

NOT TO SCALE

1 TYPICAL SLAB ON GRADE REINFORCING AND JOINT DETAILS

NOT TO SCALE

2 TYPICAL SLAB ON GRADE PENETRATION DETAILS

NOT TO SCALE

5 TYPICAL SLAB OPENINGS AND REENTRANT CORNERS

NOT TO SCALE

4 CONT. FOOTING REINF. AT CORNERS

SCALE AS NOTED

8 SECTION AT INTERIOR FOOTINGS WITHOUT LATERAL BRACING

NOT TO SCALE

6 TYPICAL FOOTING STEP DETAIL

1" = 1'-0"

9 SLAB ON GRADE PATCH

3 07/24/2018 REVISIONS TO BID DOCUMENTS

HDEC03-18-R-0007

AMENDMENT 0006

ATTACHMENT 08

V A R

IE

S

EXISTING SLAB ON

GRADE

EXISTING WALL

FOOTING

2' 0"

NEW SLAB ON GRADE,

SEE 1A/S-301

5/8"Ø DOWEL x 12" LONG w/ 6"

EMBEDMENT IN HILTI RE-100 OR

APPROVED EQUAL @ 12" O.C.,

GREASE END AT NEW SLAB

JOINT FILLER MATL.

EXISTING SLAB

ON GRADE

NEW SLAB ON GRADE,

SEE 1A/S-301

5/8"Ø DOWEL x 12" LONG w/ 6"

EMBEDMENT IN HILTI RE-100 OR

APPROVED EQUAL @ 12" O.C.,

GREASE END AT NEW SLAB

JOINT FILLER MATL.

5' - 0"

1' 0"

1' 0"

1' 0"

SEE SCHEDULE

3" CLR

ROUGHEN EXISTING

FOOTING EDGES

EXISTING HSS COLUMN

5/8"Ø DOWEL EMBEDDED 9"

INTO HILTI RE-100 OR

APPROVED EQUAL @ 12" O.C.

EXISTING

FOOTING

JOINT FILLER MAT'L

C

LR3"

REINF SEE FTG

SCHEDULE ON S-101

3/4x12 x 1'-0" BASE PLATE

1/4

1/4

1/2x3 x 0'-4" REINF

PLATE ON EA SIDE OF

EXISTING COLUMN

EXISTING SLAB

ON GRADE

5/8"Ø DOWEL x 12" LONG w/ 6"

EMBEDMENT IN HILTI RE-100 OR

APPROVED EQUAL @ 12" O.C.,

GREASE END AT NEW SLAB

JOINT FILLER MATL.

NEW SLAB ON GRADE,

SEE 1A/S-301

EXISTING FOUNDATIONS

5"

.5

7" NET THICKNESS (7 3/4"

OUTSIDE-TO-OUTSIDE)

DOWEL & THREADED ANCHOR

INSERT @ 2'-0" O.C.: DESIGN FOR

A SIMULTANEOUS SERVICE LOAD

OF 2k TENSION & 2k SHEAR

GALV. L7x4x3/8" x 1'-0" w/ 2-1"Ø x 7" WEDGE ANCHORS

AT 6'-0" O.C. & AT PANEL

BOTTOM CORNERS.

AS REQUIRED TO

TRANSFER DOWEL

FORCE OR 18"

5' - 0"

S E E P

LA

N

(W24)

2' - 0"

PROVIDE 3" OF

CONC. COVER

TOP OF FTG.

SEE PLAN

GALV. C7x9.8 x 1'-3" w/ 6-1/2"Ø x 20" DBA

AT 6" O.C.

1"± JOINT HAND-PACKED w/

NON-SHRINK GROUT

BETWEEN PANEL & FOOTING

SHIM AS NECESSARY

3-#4 CONT.

#4 AT 12" O.C.

1/4

CL OF WALL & CONT. FTG.

w/ ARCH

COORDINATE

REINF. BY PRECAST MANUF.

JOINT FILLER MATL.

THIS SECTION IS TO

BE POURED AFTER

PRECAST IS ERECTED

CONSTRUCTION JOINT,

SEE1A/S-301

SLAB ON GRADE,

SEE 1A/S-301

P

LA

N V A R

IE

S , S

E E

GRADE/PAVING,

SEE CIVIL

.5

TOP OF FTG.

SEE PLAN

JOINT FILLER MATL.

SLAB ON GRADE,

SEE 1A/S-301

S C H E D U

LE

S E E F T G

AND FTG SCHEDULE

SPREAD FTG, SEE PLAN

P

LA

N V A R

IE

S , S

E E w/ ARCH

COORDINATE

CL OF COL. & SPREAD FTG.

FOR COL. BASE PL

DTL., SEE 7/S-301

NOTE:

FOR INFO NOT SHOWN,

SEE 5/S-302

GRADE/PAVING,

SEE CIVIL

2' 0"

GROUT SOLID

PLAN VIEW AT EXTERIOR COLUMN

A

3/ 4"

TYP (U.N.O.)

1' - 6"

CL OF PRECAST PANEL

CONNECTION, SEE 5/S-302

FOOTING, SEE PLAN

10" 10"HSS COLUMN,

SEE PLAN

BASE PLATE,

SEE 7/S301

REINF. PEDESTAL,

IF REQ'D.

AT PRECAST WALL:

POUR PEDESTAL IN FIELD. PROVIDE

A 1" GAP BTWN PEDESTAL & PRECAST

IF PRECAST IS TO BE ERECTED AFTER

PEDESTAL IS POURED.

TYPICAL CORNER COLUMN PLAN

B

5 3/4" 10"

3/ 4"

PANEL JOINT

NOT SHOWN

FOR CLARITY

HSS COLUMN,

SEE PLAN

BASE PLATE,

SEE 7/S301

REINF. PEDESTAL,

IF REQ'D.

FOOTING,

SEE PLAN

0.5

V

6" 8"

SLAB ON GRADE,

SEE 1/S-301

8" CMU PARTITION WALL

SEE WALL REINF.

SCHEDULE ON 7/S-502

A

W24

2' - 0"

3" C

LR

2' 0"

S E E P

LA

N

PAVING, SEE CIVIL

7 3/4" PRE-CAST

PANEL

6" SLAB ON GRADE,

SEE 1A/S-301

REINFORCEMENT,

SEE 5/S-302

NOTE:

FOR INFO NOT SHOWN,

SEE 5/S-302 JOINT FILLER MATERIAL

6" SLAB ON GRADE,

SEE 1A/S-301

EXISTING STRUCTURE

1/2" Ø x 11" DOWEL w/ 5"

EMBEDMENT INTO HILTI:

RE-100 EPOXY OR

APPROVED EQUAL,

GREASE END IN NEW SLAB.

A

2' 0"

1' 0" w/ ARCH

COORDINATE

EXISTING CONT

FOOTING

NEW 7 3/4" CONCRETE

PRECAST PANEL

JOINT FILLER MATERIAL

SLAB ON GRADE,

SEE 1A/S-301

PAVING, SEE CIVIL

NOTE:

SEE 5/S-302 FOR

ADDITIONAL INFO.

4" M

IN

M A T S U P P

LI

E R

C O O R D

IN

A T E w

4" M

IN

1' - 6" 1' - 6"

RECESSED MAT AND

FRAME, SEE ARCH

SLOPE 2”

TO DRAIN

FLOOR DRAIN,

SEE PLUMBING

4 - #4 EA WAY

3" C

LR

NOTE: SEE 1/S-301 FOR

TYPICAL UNDER SLAB

F.F.E

0' - 0"

7 3/4" PRE-CAST PANEL

SHIM PLATES

PAVEMENT, SEE CIVIL6" SLAB ON GRADE,

SEE 1/S-301

GB24

2' - 0"

#3 TIES AT 12" O.C.

5-CONT #5,

TOP & BOT

PLATE 1/2x6 x 1'-0" w/ 2-3/4" DIA x 4" LONG

HEADED STUDS, USE

A MINIMUM OF TWO

PLATES PER PANEL

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

OSCAR BARRIOS

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

S-302

O. BARRIOS

S. MOORE

Checker

FOUNDATION SECTIONS AND DETAILS

05/30/18

1" = 1'-0"

1 FOUNDATION AT EXISTING WALL FOOTING

1" = 1'-0"

2 ENLARGED EXISTING FOOTING

1" = 1'-0"

3 FOUNDATION AT EXISTING FOOTING

1" = 1'-0"

5 TYPICAL EXTERIOR WALL SECTION

1" = 1'-0"

6 TYPICAL EXTERIOR WALL SECTION AT COLUMN

3/4" = 1'-0"

7 TYPICAL COLUMN DETAIL

1" = 1'-0"

8 FDN. AT PARTITION WALL

1" = 1'-0"

9 CONT. FOOTING AT ENTRANCE

1" = 1'-0"

10 FOUNDATION AT ENTRANCE

1" = 1'-0"

4 EXISTING FOUNDATION AT NEW PANEL

1" = 1'-0"

12 SECTION AT RECESSED MAT

1" = 1'-0"

11 SECTION AT GB24

DET

AIL

NO

T U

SED

3 07/24/2018 REVISIONS TO BID DOCUMENTS

HDEC03-18-R-0007

1' - 8" 1' - 0" 1' - 4"

W48

4' - 0"

1' 1/ 2"

8"

8"

5"

SLAB ON GRADE,

SEE 1A/S-301

#5 AT 24" O.C.

24"

18"

CONT. 3/8"

HYDROPHILIC

WATER STOP,

TYP

#5 AT 12" O.C.

EA WAY

SEE MFR

SLOPE

1/2" / 12"

#5 AT 24" O.C.

24"

#5 AT 12" O.C.

EA. WAY

CONT. 3/8"

HYDROPHILIC

WATER STOP,

TYP

1' 0"

2' 1/ 2"

GALV L4x4x1/4 w/ 1/2" Øx6" HEADED

STUDS AT 12" O.C.,

TYP

2" 2"

PAVEMENT,

SEE CIVIL

3" C

LR

NOTE:

VERIFY ALL DIMENSIONS WITH

DOCK LEVELER SUPPLIER

8' - 0"

GALV L4x4x1/4 w/ 1/2" Øx6" HEADED

STUDS AT 12" O.C.,

TYP

.5

F.F. EL.

0' - 0"

8"

1' - 0"1' - 8"1' - 4"

1' 0"

S-303

PAVEMENT,

SEE CIVIL

(W48)

4' - 0"

FOR BASE PLATE

& ANCHOR RODS,

SEE 7/S-301

1/2" NON-SHRINK

GROUT

SLAB ON GRADE,

SEE 1A/S-301

RUN WALL REINF.

CONT THRU PEDESTAL

3' /2

1' 1/ 2"

3" C

LR

NOTE:

SEE 2/S-303 FOR

ADD'L INFO.

2" 2"

2"

2-ADDITIONAL

TIES AT TOP

FOOTING

BEYOND

1 1/2" CLR.

1' - 0"

#3 TIES AT 8" O.C.

8 - #4 VERT BARS

1' 8"

(W48)

4' - 0"

1' - 4" 1' - 0" 1' - 8"

1' 0"

PAVEMENT,

SEE CIVIL

3" C

LR

1 1/2" CLR.

SEE SCHEDULE ON 1/S-101,

FOR REINFORCING

#4 AT 12" O.C. HORIZ.

& VERT EA. FACE

SLAB ON GRADE,

SEE 1A/S-301

GALV. L6X6X3/8X1'-2" w/

2 1/2" Ø DBA (TYP EA

END OF PANEL)

2-#4 CONT. EA

FACE AT TOP

OF WALL

1"

GALV. L3X3X3/8X1'-0"

w/ 2 1/2" Ø X 20"

GALV WELD PLATE 3/8X9X1'-2"

w/ 2 1/2" Ø-20" DBA (TYP EA END

OF PRECAST AT 7'-6" ± O.C.

3' /2

1' 1/ 2"

SHIM AND

GROUT LEVEL

1/4

1 1/2" RETURNS @

BOTH ENDS

F.F.E.

0"

F.F. EL.

0' - 0"

1' - 8" 1' - 0" 1' - 4"

W48

4' - 0"

6"

S E E P

LA

N

V A R

IE

S

1' 0"

6" 4' 0"

1' 6"

7 3/4" PRECAST PANEL

#4 AT 12" O.C.

EA. FACE

#4 AT 12" O.C.

3' -0

1'-0"

FREEZER PANEL

FREEZER CURB,

SEE 5/S-303

6" FREEZER SLAB

RIGID INSULATION

4" SLAB ON GRADE,

SEE 1C/S-301

4" Ø PERFORATED

VENT PIPE

NOTE:

SEE 5/S-303 FOR

INFO NOT SHOWN.

FIN GRADE,

SEE CIVIL

COORD VENTS

w/ ARCH

V

6" 2' 4"

1' 6"

1' - 0 3/4" 9"

1/ 2"

1/ 2"

4"

FREEZER PANEL

CONC CURB w/ CONT #4 w/ 1/2" Ø x

6" LONG VERT

DOWEL AT 16" O.C.

6" SLAB w/ #4 AT 18" O.C., SEE 1C/S-301

RIGID INSULATION

EXISTING

FOUNDATION

2-CONT #4 AT 8" O.C.

#4 AT 16" O.C.

1'-0"

1' -0

4" SLAB ON GRADE,

SEE 1C/S-301

12" Ø NON-

PERFORATED

VENT PIPE

10 3/4"

2x TREATED

THERMAL BREAK

COORD VENTS

w/ ARCH

F.F. EL.

0' - 0"

6" 6"

4" 1' 6"

1' 6"

(D R A

IN

A G E F

IL

L)

FREEZER PANEL

JOINT FILLER MATERIAL

CONT #4 w/ 1/2" Ø x 6" LONG

VERT. DOWEL AT 16" O.C.

1/ 2"

1/ 2"

4"

8" SLAB ON

GRADE, SEE

1A/S-301

2X THERMAL

BREAK UNDER

FREEZER PANEL

6" SLAB w/ #4 AT 18" O.C., SEE 1C/S-301

RIGID INSULATION

FREEZER CURB

FREEZER CURB,

SEE 5/S-303

X

1' - 2 1/2" 1' - 5 1/2"

F.F. EL.

0' - 0"

6" 3'

1' 8"

INSULATION, SEE ARCH

6" SLAB w/ #4 AT 18" O.C., SEE 1C/S-301

TREATED WOOD

BLOCKING, SEE ARCH

FREEZER WALL

PRECAST,

SEE ARCH

#4 @ 12" O.C.

EA FACE

COMPACTED GRAVEL

FILL (CAPILLARY

WATER BARRIER)

VENT PIPE, SEE

PLAN FOR SIZE &

INVERT ELEVATION

1' - 4 3/4"

1' - 4" 1' - 0" 1' - 8"

W48

4' - 0"

#4 AT 12" O.C.

3' -0

1'-0"

6"

S E E P

LA

N

V A R

IE

S

1' 0"

#3 TIES AT 12" O.C.

4-CONT #4

C

LR

1/ 2"

FREEZER CURB,

SEE 5/S-303

5/8"Ø DOWEL x 12" LONG w/ 6"

EMBEDMENT IN HILTI RE-100 OR

APPROVED EQUAL @ 12" O.C.,

GREASE END AT NEW SLAB

5 3/4"1' - 0"

5/8"Ø x 2'-6" DOWEL EMBEDDED

6" INTO HIT-RE100 EPOXY, OR

APPROVED EQUAL. MATCH

VERT REINF SPACING & SIZE

8" CMU PARTITION,

SEE _/S-502

T.O.W. ELEV =

10'-8" A.F.F.

600S162-33 AT 16" O.C.

w/ #12 SCREWS AT EA

FLANGE

12" WIDE x CONT 16 GA PLATE w/ #12 SCREWS

12" O.C. EA SIDE

EXISTING BEAM,

SEE PLAN

VERTICLIP SLD 600 OR

APPROVED EQUAL w/ 2-#12

SCREWS TO STUD AND DECK

EXISTING ROOF,

SEE PLAN

2' 0"

TOP OF EXISTING FOOTING

SEE 1/S-403

NOTE:

SEE DETAIL 8/S-502 FOR

TOP OF WALL BRACING

6" 6"

1' - 6"

MATCH VERT WALL

REINF SIZE & SPACING,

LAP BARS 2'-6" &

EMBED 6" INTO SLAB

#5 AT 16" O.C.

8" CMU WALL, SEE

7/S-502 FOR REINF

2-CONT #5 BARS

SPACED 1'-0" APART

SLAB ON GRADE,

SEE 1/S-301

NOTE:

SEE DTL 8/S-502 FOR

TOP OF WALL BRACING

±1" NON-SHRINK

GROUT

L8x6x1/2 x 8"

LONG (LLV)

2"

EXISTING

CONCRETE WALL

L8x8x1/2 x 8" LONG

3/16

2-1/2" DIA HAS RODS

EMBEDDED 4" INTO

HILTI HY200 EPOXY OR

APPROVED EQUAL 6"

APART AT EA SIDE

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

OSCAR BARRIOS

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

S-303

O. BARRIOS

S. MOORE

Checker

FOUNDATION SECTIONS AND DETAILS

05/30/18

1" = 1'-0"

1 SECTION THRU DOCK LEVELER

1" = 1'-0"

3 STEM WALL SECTION AT COLUMN PEDESTAL

1" = 1'-0"

4 SECTION THRU PEDESTAL

1" = 1'-0"

2 TYPICAL STEM WALL SECTION

1" = 1'-0"

6 FOUNDATION AT FREEZER

1" = 1'-0"

5 FOUNDATION AT FREEZER

1" = 1'-0"

7 FOUNDATION AT FREEZER

1" = 1'-0"

8 FREEZER SLAB SECTION

1" = 1'-0"

9 PARTITION WALL SECTION

1" = 1'-0"

10 THICKENED SLAB DETAIL

1" = 1'-0"

11 CANOPY COLUMN ANCHORAGE

3 07/24/2018 REVISIONS TO BID DOCUMENTS

HDEC03-18-R-0007

CONT. L6x6x3/8

PRECAST PANEL

EMBED PLATE, BY

PRECAST SUPPLIER

JOIST,

SEE PLAN

GIRDER, SEE PLAN

1' - 2"

NOTES:

1. REFERENCE ARCHITECTURAL SHEETS FOR OPENINGS AND OTHER FEATURES.

2. REFERENCE ROOF FRAMING PLANS AND DETAILS FOR LOCATION OF ROOF JOISTS AND GIRDER

CONNECTION TO THE WALL.

3. SEE SHEET S-202 FOR PRE-CAST PANEL SCHEDULE AND PANEL DETAILS

S-403

S-304

4'

6"

3' - 2 1/4" 8' - 4" 8' - 4" 3' - 2 1/4"

WIND LOADS SEE S-002 FOR

COMPONENTS & CLADDING

WIND PRESSURES

CFS TRUSS

AT 4'-0" O.C.

DL = 52 plf LLr = 80 plf

W.3

3/16

PL 1/2x7 x 0'-7"

PL 1/2x8 x 0'-8" HSS5x5 COLUMN, SEE PLAN

PL 3/8x4 x 0'-6" w/ 2-3/4"Ø BOLTS

W8 BEAM,

SEE PLAN

GALV CONT HSS8x6x1/2 w/ 1/4" CLOSURE

PLATES AT EA END

1 1/2" ROOF

DECK

PL 3/8x4 x 0'-6" w/ 2-3/4"Ø BOLTS

1 1/2" ROOF DECK

L3 1/2x2 1/2x1/4 x CONT (LLV)

3/16

W8 BEAM, SEE PLAN

C10x15.3 w/ 2-3/4"Ø HAS

RODS EMBEDDED 5" INTO

HILTI HY200 EPOXY OR

APPROVED EQ AT 24" O.C.

EXISTING PRE-

CAST WALL

6"

1/4 6

4"

1 1/2" ROOF

DECK

HSS8x4x3/16

BEAM, SEE PLAN

A

TYPICAL PANEL JOINT (PJ)

3/4" CHAMFER,

TYP. UNO.

PRE-CAST PANEL,

SEE ELEVATION

BACKER ROD AND

SEALANT BOTH

SIDES, SEE ARCH

1/2"

1/4" 1/4"

CENTER OF PANEL JOINT

PRE-CAST PANEL

L7x4x3/8 x 0'-6"

3/4" CHAMFER

TYP. U.N.O.

BACKER ROD AND

SEALANT BOTH SIDES,

SEE ARCH

EMBEDED PLATE

BY SUPPLIER

PRE-CAST PANEL

NOTE:

1. INTERMEDIATE CONNECTORS ARE ONLY REQUIRED AT CORNERS.

3/16 6

TYP.

1/ 2"

1/

2"

7 3/4"

3/

4"

L4x4x1/4 - 2'-6" w/ 5/8"Øx2'-6" LONG DBA's AT 9" O.C.

FOUNDATION WALL

PRE-CAST PANEL

L4x4x1/4 - 2'-6" w/ 5/8"Øx2'-6" LONG DBA's AT 9" O.C.

PL 3/8x6x2'-4"

NON-SHRINK GROUT

1/4 3-6

1/4 3-6

C

SECTION THRU PRE-CAST PANEL TO PANEL SLIDE CONNECTION

3/4" CHAMFER,

TYP. UNO.

PRE-CAST PANEL,

SEE ELEVATION

BACKER ROD AND SEALANT

BOTH SIDES, SEE ARCH

CENTER OF

PANEL JOINT

1/2"

1/4" 1/4"

7" 7"

.0

0°

PRE-CAST PANEL,

SEE ELEVATION

PLATE 5/8x10x1'-2"

PROVIDE 2 - 3/4"Ø THREADED STUDS AT

6" O.C. VERT. IN HORIZ. LONG SLOTS.

FINGER TIGHT AND TACK WELD NUT IN

FIELD AS SHOWN FOR SLIDE CONNECTION.

EMBED PLATE BY SUPPLIER

4" 8" 4"4" 8" 4"

15.00°

1/4

THIS PANEL ONLY

TACKWELD

3/8Øx4"HEADED

STUDS AT 24" O.C.

6" A

T J

A M

B 4"

A T

H E

A D

1/4" GALV. STEEL

PLATE BRACKET HOT

DIP GALAVANIZE

AFTER FABRICATION

2"

PLATE BRACKET AT

JAMB BEYOND

7 3/4"

G

1/2"Øx2'-6" LONG DBA

(BENT) AT 3'-0" O.C.,

STAGGER EACH SIDE

3-12

3/16 3-12

STAGGER, TYP.

3/16

WELD PLATE

TOGETHER FOR

DOOR FRAME

PRIOR TO

GALVANIZING

CONT. L6x6x3/8

PRECAST PANEL

EMBED PLATE, BY

PRECAST SUPPLIER

BEAM, SEE PLAN

1' - 2"

0.5

A

SECTION

B

PLAN

L5x5x3/8

BEAM (OR JOIST),

SEE PLAN

L5x3x5/16 (LLV) WELD

TO CLIP ANGLE

C BEAM OR JOIST

FOR OPENING SIZE AND LOCATION

SEE ARCH., OR MECH. DRAWINGS.

BEAM,

SEE PLAN

L

(APPLIES WHERE 9"<W<36")

C BEAM OR JOISTL

L5x3x5/16

(LLV)

W

3/16

TYP EA LEG

1/4

TYP. EA LEG

3/16

TYP.

OPEN

5"

3/16

3/16

V.5

1 1/2" ROOF DECK

BENT PLATE

5x3x1/4 x CONT (LLV) w/ 1/2"

EXPANSION

ANCHORAGE

AT 24" O.C.

EXISTING PRE-

CAST WALL

JOIST,

SEE PLAN

ROOF SYSTEM,

SEE ARCH

W27 BEAM,

SEE PLAN

3' - 0 1/2"

L3 1/2x2 1/2x1/4 x CONT (LLV)

C10x15.3 w/ 2-3/4"Ø HAS

RODS EMBEDDED 5" INTO

HILTI HY200 EPOXY OR

APPROVED EQ AT 24" O.C.

EXISTING PRE-

CAST WALL

6"

1 1/2" ROOF DECK

3/16 3-12

1 1/2" ROOF

DECK

HSS8x6x1/4

3/16

3/16

TOP & BOT

L3x3x3/8

GALV CONT C10x15.3

PRE-CAST CAST WALL

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

OSCAR BARRIOS

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

S-402

O. BARRIOS

S. MOORE

Checker

FRAMING DETAILS

05/30/18

1" = 1'-0"

7 MEZZANINE ROOF ALONG PRECAST PANEL

12" = 1'-0"

8 TYPICAL PRECAST NOTES

3/8" = 1'-0"

1 CFS TRUSS LOAD DIAGRAM

1" = 1'-0"

9 REAR CANOPY FRAMING

1" = 1'-0"

10 REAR CANOPY FRAMING

1" = 1'-0"

11 CANOPY FRAMING

3" = 1'-0"

2 TYPICAL PRE-CAST PANEL JOINT DETAILS

3" = 1'-0"

3 TYPICAL PRE-CAST PANEL CORNER DETAIL

1" = 1'-0"

4 TYPICAL PRE-CAST ANCHORAGE AT FOUNDATION WALL

3" = 1'-0"

5 TYPICAL PRE-CAST PANEL JOINT DETAILS

1 1/2" = 1'-0"

6 DETAIL AT HEAD & JAMB AT OVERHEAD DOORS

1" = 1'-0"

12 ROOF ALONG PRECAST PANEL

1" = 1'-0"

13 TYPICAL FRAMING AT ROOF OPENING

1" = 1'-0"

14 CONNECTION AT ROOF TO PRE-CAST WALL

1" = 1'-0"

15 CANOPY FRAMING

1" = 1'-0"

16 CANOPY FRAMING

3 07/24/2018 REVISIONS TO BID DOCUMENTS

HDEC03-18-R-0007

3/16

3/16

3/16

3/16

3/16

3/8" THICK FULL

DEPTH STIFFENER

PLATE, BOTH SIDES

PL 1/2x6 x 1'-0" w/

4-3/4"Ø BOLTS

HSS5x5x1/4

STUD COLUMN

L4x4x1/4 ON EA

SIDE OF BEAM

3/8z8x 0'-10" w/ 2-3/4"Ø HEADED STUDS w/ 5"

EMBEDMENT

L4x4x1/4 ON EA

SIDE OF BEAM

3/8z8x 0'-10" w/ 2-3/4"Ø HEADED STUDS w/ 5"

EMBEDMENT 3/16 8

L4x3x1/4 x 6" LONG ON

EA SIDE OF HANGER,

w/ 2-3/4"Ø BOLTS

3/16 3

L4x3x1/4 x 0'-4"

(SLO) OM EA SIDE

HSS6x2x1/4 HANGER

AT 48" O.C.

ROOFING, SEE ARCH

1 1/2" ROOF DECK

TYP BEAM TO HSS COLUMN

CONNECTION, SEE

SCHEDULE ON 3/S-401

HSS COLUMN, SEE

FDN PLAN FOR SIZE

BEAM, SEE ROOF

FRMG PLAN

+19'-0 1/4"

+16'-0"

SEE 5/S-403 FOR

PRE-CAST CONN

+12'-2 3/4"

CONT L4x4x1/4

(GALV)

3/16

3/16 8

3/16

TYP

ARCH PRECAST BEAM

ANCHORAGE BY

PRECAST SUPPLIER

PL 3/8x4 x 0'-6"

3/16

3/16

C

PRE-CAST

CONC PANEL

MC12x10.6 w/ 3/4"Ø KWIK

BOLT VTZ EXP ANCHOR

w/ 4" EMBEDMENT

1' - 0" 1' - 0"

9"

CONT L4x4x1/4 (GALV)

ROOFING,

SEE ARCH

1 1/2" ROOF

DECK

3/8"x4"x6" SHEAR TAB w/

2-3/4"Ø BOLTS

BEAM, SEE

ROOF FRMG

PLAN FOR SIZE

3/16 3

3/16 6

3/16 6

5.3

B

EXISTING HSS4x4x1/4

COLUMN

BENT PL 3/8"x6" LONG w/ 2-3/4"Ø

H.S. BOLTS

4" 3"

3/16

3 SIDES

BEAM, SEE FRMG

PLAN FOR SIZE

1'-0"H x 1'-3"W OPENING

IN NEW PRE-CAST

CONC WALL PANEL

4' - 0" 3' - 0"

EXISTING BEAM

TO GIRDER CONN

MATCH EXISTING

CONN, BOLT SIZE

& SPACING

1/4

1/4

L4x4x1/4 w/ A MIN

OF 3-3/4"Ø BOLTS

EXISTING

W24 BEAM

EXISTING

COLUMN

NEW COLUMN

NEW W24 BEAM

1/ 2"

4"

6"

ROOFING & INSUL,

SEE ARCH

1 1/2" ROOF DECK

W12x14

3/8x6 x 0'-7" PLATE w/ 2-3/4"Ø BOLTS

L4x4x3/8

3/16

3/16 T&B

EXISTING JOIST

GIRDER

7.9

3"

1/ 2"

SEE PLAN

3/16

3/16

EXISTING

W10 BEAM

3/8x4 x 0'-6" PLATE w/ 2-3/4"Ø BOLTS

EXISTING

ROOF DECK

W10x22

W12x14

ROOFING & INSUL,

SEE ARCH

1 1/2" ROOF DECK

7 3/4" PRE-CAST

PANEL

3/16 2

3/16 2

L3x3x1/4 AT 36" O.C.

3/16 2-6

ROOF & INSUL,

SEE ARCH

PLATE 3/8x4 x 0'-4"

1 1/2" ROOF DECK

CEILING, SEE ARCH

3/16 4

3/16 4

CONT L4x4x1/4 (GALV)

HSS4x4x1/4

AT EA BRACE

FRAMING, SEE FRAMING

PLAN FOR SIZE

L4x4x1/4 LONG w/ 3/4"

DIA ROD EMBEDDED

4" INTO HY200 EPOXY

AT EA SIDE

SHIM PLATE

TOP OF WALL ELEV

11'-0" A.F.F.

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

OSCAR BARRIOS

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

S-404

O. BARRIOS

S. MOORE

Checker

FRAMING DETAILS

05/30/18

1" = 1'-0"

1 SECTION AT HIGH / LOW PRE-CAST WALL CONNECTION

1" = 1'-0"

2 ROOF FRAMING CONNECTION AT CHANNEL

1 1/2" = 1'-0"

3 CANOPY BEAM TO EXISTING COLUMN CONNECTION

1" = 1'-0"

4 SECTION AT EXISTING TO NEW BEAM CONNECTION

1" = 1'-0"

5 FRAMING AT SKYLIGHT INFILL

1" = 1'-0"

6 FRAMING AT SKYLIGHT INFILL

1" = 1'-0"

7 SECTION THRU LOW ROOF

3 07/24/2018 REVISIONS TO BID DOCUMENTS

HDEC03-18-R-0007

V W XV.5 W.5

F.F. EL.

0' - 0"

LINE OF ROOF

BEYOND

PRECAST

CONCRETE

PANEL JOINT

7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 9' - 0"

22 24 21 22 22 21 23 /2

1' - 8 1/2" 3' - 3" 2' - 0 1/2"

VWX V.5W.5

F.F. EL.

0' - 0"

LINE OF ROOF

BEYOND

PRECAST

CONCRETE

PANEL JOINT

4' - 6" 7' - 0" 7' - 0" 7' - 0"4' - 6" 7' - 0" 7' - 0" 7' - 0"

24 22 22 22 24 22 22 22

S-402

S-402

2631 25.226.129.5

F.F. EL.

0' - 0"

5' - 3 1/2" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 5' - 2 1/2" 6' - 0" 6' - 0"

PRECAST

CONCRETE

PANEL JOINT

LINE OF ROOF

BEYOND

25 21 22 22 21 22 22 21 26 27 27

1 .5

F.F. EL.

0' - 0"

LINE OF ROOF

BEYOND

PRECAST CONCRETE

PANEL JOINT

8' - 11 1/2" 8' - 0" 4' - 6" 8' - 0" 8' - 6 1/2"

29 30 29 32

1 2.5

F.F.E

0' - 0"

PRECAST

CONCRETE

PANEL JOINT

LINE OF ROOF

BEYOND

3' - 0" 7' - 0" 7' - 0" 7' - 0" 6' - 11" 7' - 1" 7' - 0" 7' - 0"

15 17 2 18 19 2 20

EXISTING

CONC PANEL

CMNPRSTUV C.8H

F.F.E

0' - 0"

PRECAST

CONRETE

PANEL JOINT

PREFINISHED

METAL COPING

LOUVER, SEE

MECHANICAL

LINE OF ROOF

BEYOND

OVERFLOW

SCUPPER

OVERFLOW

SCUPPER

OVERFLOW

SCUPPER

7' - 3 3/4" 6' - 6" 7' - 6" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 11 3/4"

5 6 2 1 7 8 1 3 3 1 2 2 1 2 2 4 2 2 1 2 2 1 9 10 1 2 11 1 12 12 1 2 12 3

500 LB/FT, TYP

ON ALL PANELS

3' - 6" 4' - 6" 4' - 0" 4' - 0"

4' - 9" 1' - 7"

2' - 0" 3' - 6" 1' - 6" 2' - 0" 1' - 6" 7" 3' - 6" 2' - 11"

B CA

F.F.E

0' - 0"

10' - 11"

F.F.E

0' - 0"

14' - 1 1/4" 2' - 6 3/4"

16' - 8"

2' - 6" 11' - 1" 2' - 6"

16' - 1"

COL

CL

COL

CL

36 37

CC.8H

F.F.E

0' - 0"

4' - 10" 3' - 6" 3' - 6" 3' - 6" 17' - 6" 1' - 8"

1' - 10"

3' - 6" 3' - 6" 1' - 8"

34' - 6" 10' - 6"

BASE PLATE 3/4x6 x 1'-0" w/ 2-3/4" DIA EXPANSION

ANCHORS, TYP

HSS6x4x1/4, TYP

H S S 6x x1 /4

H S S 6x x1 /4

H S S 6x x1 /4

H S S 6x x1 /4

H S S 6x x1 /4

H S S 6x x1 /4

H S S 6x x1 /4

H S S 6x x1 /4

S-202

S-202

11 1 C

LR

2-L6x4x3/8 x 0'-8" w/

3/4" DIA THRU BOLT

IN VERT SLOTED

HOLE, TYP

HSS COLUMN,

SEE PLAN

BEAM,

SEE PLAN

1/4

TYP

HSS COLUMN,

SEE PLAN

HSS HEADER,

SEE 9/S-202

HSS SEAL,

SEE 9/S-202

3/16

3/16

TYP

3/16

3/16

3/16

3/16

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 14965 O s c a r B a r r i o s

S T A T E O F

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

OSCAR BARRIOS

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

S-202

O. BARRIOS

S. MOORE

Checker

EXTERIOR ELEVATIONS

05/30/18

1/8" = 1'-0"

EXTERIOR ELEVATION - EAST

1/8" = 1'-0"

EXTERIOR ELEVATION - WEST

1/8" = 1'-0"

EXTERIOR ELEVATION - NORTH

1/8" = 1'-0"

4 EXTERIOR ELEVATION - NORTH

1/8" = 1'-0"

5 EXTERIOR ELEVATION - SOUTH

1/8" = 1'-0"

EXTERIOR ELEVATION - WEST

1/8" = 1'-0"

6 EXTERIOR ELEVATION - EAST

1/8" = 1'-0"

7 EXTERIOR ELEVATION - SOUTH

1/8" = 1'-0"

ELEVATION AT BLAST WALL

1" = 1'-0"

DETAIL AT BLAST WALL

1" = 1'-0"

DETAIL AT BLAST WALL

3 07/24/2018 REVISIONS TO BID DOCUMENTS

HDEC03-18-R-0007