S401_&_S501.pdf

EDGE OF LOOSE /

SOUND CONC.

EXIST CONC. SLAB

REPAIR:

1. REMOVE LOOSE CONCRETE.

2. CLEAN EXPOSED REINFORCEMENT.

3. FILL WITH GROUT USING BONDING AGENT.

(SEE SPECIFICATION SECTION 030100 FOR DETAILED REQUIREMENTS)

NEW GROUT FILL

EDGE OF LOOSE /

SOUND CONC.

EXIST CONC SLAB

W

STRUCTURAL REPAIRCRACK WIDTH

(W)

NO STRUCTURAL REPAIR REQUIRED.W < 0.06 IN

ACTIVE: FLEXIBLE SEALANT

INACTIVE: RIGID BONDING AGENT

0.06 < W < 0.25 IN

NOTE: SEE SPECIFICATION SECTION 030100 FOR DETAILED REQUIREMENTS

REPAIR:

1. REMOVE PIPE AND LOOSE CONCRETE.

2. APPLY BONDING AGENT AND FILL W/ GROUT.

(SEE SPECIFICATION SECTION 030100 FOR DETAILED REQUIREMENTS)

EDGE OF LOOSE /

SOUND CONC. OR PIPE

EXIST CONC SLAB

NEW GROUT FILL

NEW GROUT FILL

EDGE OF LOOSE /

SOUND CONC.

FACE OF EXIST

CONC. COLUMN

REPAIR:

1. REMOVE LOOSE CONCRETE.

2. CLEAN EXPOSED REINFORCEMENT.

3. FILL WITH GROUT USING BONDING AGENT.

(SEE SPECIFICATION SECTION 030100 FOR DETAILED REQUIREMENTS)

NOTE: ALSO APPLIES TO REPAIR AT HONEYCOMB

LEVEL 2

18' - 9"

V5

REMOVE & REPLACE

EXISTING DAMAGED CONC.

FASCIA BEAM TO 1 1/2"

ABOVE BOTTOM OF CONC.

DOUBLE-TEE STEMS

/2

S401

N E

W C

O N

C

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T O

R E

M A

IN

E X

IS

T

IN

G

EXIST. CONC.

DOUBLE TEE STEM

EXIST. CONC. COLUMN

EXIST. CMU WALL

(2) #4 T&B

DRILL 4" INTO EXIST.

CONC. & EPOXY 12"

LONG #4 @ 12"

8"

2' - 8"

VG

V5

VF

VE

VD

B E

L O

W T

O B

E R

E P

L A

C E

D

O F

F A

S C

IA

B

E A

M

S401

DAMAGED DOUBLE-TEE

STEM TO BE REPLACED W/

NEW CONC. REINF TO BE

CLEANED AND PROTECTED

IN PLACE UNTIL NEW

CONCRETE IS POURED

CORRODED STEEL WF BEAM

TO BE CLEANED & GROUT

ENCASEMENT REPLACED

SHORE & REPAIR COLUMN

CLUSTER OF FASTENERS AT

MULLION INTERSECTIONS

CLUSTER OF FASTENERS

AT CORNERS

INTERMEDIATE FASTENERS

AT MAXIMUM SPACING

INTERMEDIATE

MULLION

EXTERIOR MULLION

6" MINIMUM CAST-IN-PLACE CONC. AROUND OPENING

-GROUT EXIST. CMU SOLID

- EXIST. CAST-IN-PLACE CONC. TO REMAIN (GC OPTION: REMOVE ALL

EXISTING CMU AND REPLACE WITH CAST-IN-PLACE CONCRETE BEAM)

EXTEND JAMBS TO FLOOR

SLAB & CONC. BEAM ABOVE

(2) #5 EA. FACE

- DRILL 6" & EPOXY INTO

EXIST. CONC.

NOTE: COORDINATE ALL DETAILS

WITH NOAA APPROVED GLAZING

ASSEMBLY DOCUMENTS. NOTIFY

COR IF ANY DISCREPANCIES EXIST.

SUBMIT NOAA APPROVED GLAZING

ASSEMBLY DOCUMENTS ACCORDING

TO DIVISION 01 SPECIFICATIONS.

S401

(2) #5 EA. FACE

NOTE: IF WINDOW JAMB, HEADER, AND

OR SILL IS REINFORCED CONCRETE,

THIS DETAIL IS NOT REQUIRED AND

WINDOW MAY BE ANCHORED DIRECTLY

TO THE EXISTING CONCRETE

NOTE:

REFER TO SCHEDULE ON 4/S501 FOR WHERE DETAIL APPLIES

MULLION FASTENER

(MIN. 3/8" x 3" EMBED

CONCRETE SCREW

PER 12 SF OF GLAZING)

MULLION

GLAZING

SOLID CONC.

SEALANTT

Y

P

C L R

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO..

PMIS/PKG NO.

SHEET

OF

RENOVATE FLAMINGO VISITOR CENTER

EVERGLADES NATIONAL PARK

TITLE OF SHEET

VISITOR CENTER & LAW ENFORCEMENT

A/E FIRM

PES

STRUCTURAL

ENGINEERS

ATLANTA,

GEORGIA

145567

EVER-235866

R E

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IT

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TYPICAL REPAIR DETAILS

S401 05-31-2019

M. PLANER

M. WILSON

J. O'BRIEN

1" = 1'-0"S401

TYPICAL SLAB SPALL/TRENCH INFILL

REPAIR1

1" = 1'-0"S401

TYPICAL SLAB CRACK REPAIR2

1" = 1'-0"S401

TYPICAL SLAB HOLE/PIPE REPAIR3

1" = 1'-0"S401

TYPICAL COLUMN SPALL REPAIR4

1" = 1'-0"S401

SECTION6

1/8" = 1'-0"S401

ENLARGED UPPER LEVEL PLAN5

3" = 1'-0"

SCALE OF INCHES

1"=1'-0" 1 0 1 2

SCALE OF FEET

1/2" = 1'-0"S401

TYPICAL GLAZING FRAME REPLACEMENT7

3" = 1'-0"S401

TYP. CONNECTION8

1/2" = 1'-0"

SCALE OF FEET

2 0 2 4

1/8" = 1'-0" 8 0 8 16

SCALE OF FEET

mplaner Cloud

HANDRAIL

(SEE ARCH)

EXTERIOR CONC. SLAB

(SEE PLAN)

#5 VERT. @ 12"

#4 HORIZ. @ 12"

DOWELS MATCHING

VERT. REINF.

2x4 KEY

#4 @ 12" TOP

(5) #4 CONT. T&B

#4 @ 18" BOTTOM

4' - 8"

FFE

T/PAVEMENT

T/FTG

M A

X

2" CLR

L A

P S

P L

IC

E

COORD. REPLACEMENT

OF PAVEMENT WITH

GOVERNMENT

3' - 0"12" 8"

3" MIN.

M

IN

BOLTS & PLATE BY SUPPLIER

AS REQ'D FOR LOADS

(3" MIN. CONCRETE COVER)

HELICAL PILE SHAFT

(SEE SPECIFICATIONS)

CONCRETE

FOUNDATION

15" MIN.

C L R

BOTTOM LAYER OF

REINFORCEMENT

PILE

HELIX PLATE

(SEE SPECIFICATIONS)

HELICAL PILE BEARING

PLATE AND CONNECTION

(SEE SPECIFICATIONS)

SUMP

PIT

WATER-STOP (TYP)

DOWELS W/ 90° HOOK TO

MATCH VERT REINF

2x4 KEY (TYP)

#9 VERT. @ 4"

EA. FACE

#6 EW @ 6"

9" 9"

ELEVATOR PIT NOTES:

1. VERIFY THE FOLLOWING ITEMS WITH

ELEVATOR MANUFACTURER PRIOR TO

CONSTRUCTING ELEVATOR PIT: PIT

SIZE, PIT DEPTH, SUMP PIT SIZE, SUMP

PIT DEPTH, SUMP PIT LOCATION

T/SLAB

(SEE PLAN)

T/ELEVATOR PIT

(SEE PLAN)

M A

X

#6 EW @ 6"

DRAWINGS

SEE EQUIP.

12" SEE PLAN 12"

NEW PILE (SEE PLAN)

S501

D R

A W

IN

G

S

S E

E E

Q U

IP

#6 AT 6" OC ALL

4 SIDES OF SUMP PIT

(3)-#6 AT ALL 4 SIDES

OF SUMP PIT

L A

P S

P L

IC

E

AS REQUIRED FOR EXCAVATION

2'-0" (MIN) ENLARGE

SLAB ON GRADE

(SEE PLAN) EXIST SLAB ON GRADE 1/2" DIA x 1'-0"

LONG SMOOTH

DOWEL AT 18" OC

1/2" DIA x 1'-0" LONG SMOOTH

DOWEL AT 18" OC, DRILL AND

EPOXY IN TO EXIST SLAB

30"

LD

#8 @ 6"

EA. FACE

LOCATION DOOR/WINDOW # ARCH SHEET 7/S401 APPLY? NOTES

D A615 YES

F

R

E

B A618 NO

J

H

U:U1 A617

V

W

S VERIFY CONDITION OF CMU SILL AND GROUT SOLID IF NOT GROUTED

G

T

N A615

O

P

Q

A

Z A620

FF

LE EE NO

LE Y A619

LE Z

LE AA YES

LE DD

A619

A619

A619

A619 YES

NO

NO

A615

A615

A615

A620

A618

A618

A617

A617

A616

A616

A616

A615

A615

A615

A615

VC

VC

VC

VC

VC

VC

VC

VC

VC

VC

VC

VC

VC

VC

VC

VC

VC

LE

VC

LE

YES

YES

YES

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NOTES:

VC = VISITOR CENTER

LE = LAW ENFORCEMENT

ALL EXISTING CONDITIONS SHALL BE FIELD VERIFIED AS TO APPLICABILITY OF DETAIL 7/S401. G.C. TO NOTIFY

ARCHITECT OF ANY CONDITIONS IN THE FIELD THAT ARE DIFFERENT THAN AS SHOWN

VERIFY CONDITION OF CMU SILL AND GROUT SOLID IF NOT GROUTED

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO..

PMIS/PKG NO.

SHEET

OF

RENOVATE FLAMINGO VISITOR CENTER

EVERGLADES NATIONAL PARK

TITLE OF SHEET

VISITOR CENTER & LAW ENFORCEMENT

A/E FIRM

PES

STRUCTURAL

ENGINEERS

ATLANTA,

GEORGIA

145567

EVER-235866

R E

V

IT

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C U s e rs \w ja m e s \D o c u m e n ts \R e v it L o c a l\

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TYPICAL FRAMING DETAILS

S501 06-25-2019

M. PLANER

M. WILSON

J. O'BRIEN

3/4" = 1'-0"S501

TYPICAL DOCK RETAINING WALL2

1"=1'-0" 1 0 1 2

SCALE OF FEET

3/4" = 1'-0"

SCALE OF FEET

0 1 2 3

1" = 1'-0"S501

HELICAL PILE CONNECTION3

183119

1" = 1'-0"S501

NEW ELEVATOR PIT1

SCALE: 3" = 1'-0" S501

GLAZING REPLACEMENT REINFORCEMENT 4

mplaner Cloud