RFI Response drawing updates.pdf

DN

A

B C D

D.2 D.8

E

E.2 E.8

F

F.2

G

G.2 G.8

H

H.2 H.8

I

I.2 I.8

J

J.2 J.8

K

K.2 K.8

L

L.2 L.8

M

M.2 M.8

N

N.2

P

P.8

Q

Q.8

R S

1.1

1.3

1.8

2.1

2.3

2.4 2.5

2.6

2.7

2.8

2.9

2.10

3.2

3.7

E1

E44

A-201

B1

B1

A-208

A-521

D1

A-202B1

A-204

B1

A-205

B1

G.1 G.7 H.5 I.1 J.9 K.7 L.5

M.3

N.1

Sc Sc Sc Sc Sc Sc

Sc Sc Sc Sc Sc Sc

A-203 B1

B1

A-304

B1

A-304

B1

A-303

B1

A-303

A-305

B1 A3

A-523

A1

A-523

A-200

B1 B2

A-300

B2

A-300

B2

A-302

B2

A-302

A3

A-524

B2

A-301

B2

A-301

A4

A-521

A-524B1

A-526 A1

A-526A1

A3

A-524

A3

A-524

A3

A-523

A1

A-523

A-205

B1

A4

A-521

A-524 C1

A-526A1

A-526 A1

SIM.

SIM.SIM.

SIM.

A3

A-524

B3

A-521

A2

A-521

A-305

B1TOWER D

TOWER C

TOWER A

TOWER B E44 TYP.

TYP.

E44 TYP.

E1

RD

E1

E1

E44 TYP.

A3

A-525

LEGEND:

NEW GUTTER LINER

NEW COPPER

NEW SKYLITE ROOF PANELS

REPLACE ROOF PANELS,

BATTENS AND/ OR BATTEN CAPS

ABBREVIATIONS:

Sc - SCUPPER/ COLLECTOR

BOX WITH DOWNSPOUT

RD - EXISTING ROOF DRAIN

EXISTING METAL ROOF

EXISTING CATWALK

EXISTING GLAZED ROOF PANELS

(NO WORK REQUIRED)

GENERAL NOTES:

1. ALL DIMENSIONS IN THE CONTRACT DOCUMENTS ARE TO BE CONSIDERED

APPROXIMATE AND SUITABLE FOR BIDDING. THE CONTRACTOR WILL TAKE

ACTUAL DIMENSIONS FOR THE DEVELOPMENT OF SHOP DRAWING AND FOR

MANUFACTURING PROCESS. DUE TO THE NATURE OF WORK IT IS THE

CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL THE DIMENSIONS,

CONDITIONS AND REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. FIELD

VERIFICATION MUST BE REQUIRED PRIOR TO DEMOLITION, ORDERING, SHOP

DRAWINGS OR NEW INSTALLATION.

2. SHOP DRAWINGS PRODUCED FOR THIS PROJECT WILL INCLUDE PRODUCT,

DATA, AND INSTRUCTIONS FOR INSTALLATION INCLUDING DATA ON ALL

FASTENERS AND FASTENERS SPACING, PULLOUT DATA, DIAMETER,

EMBEDMENT, AND MATERIAL. PULLOUT TEST USING PROPOSED MATERIALS

MUST BE PERFORMED PRIOR TO DEVELOPMENT OF SHOP DRAWINGS.

DEVELOP SHOP DRAWINGS FOR ALL FASTENER CONDITIONS AND SUBMIT FOR

REVIEW.

3. ALL EXISTING COMPONENTS WHICH ARE TO RECIEVE NEW ROOFING AND

WATERPROOFING COATING OR TREATMENT MUST BE PREPARED ACCORDING

TO WRITTEN MANUFACTURER'S REQUIREMENTS.

4. MANY OF THE DETAILS CONTAINED HEREIN ARE DEVELOPED BASED ON DESIGN

PERFORMANCE CRITERIA AND ARE GENERIC IN NATURE. ACTUAL

INSTALLATION REQUIREMENTS ARE SOMEWHAT DEPENDANT ON SPECIFIC

PRODUCT SELECTION MADE BY CONTRACTOR DURING BIDDING AND

CONSTRUCTION. WHEN REQUIRED BY MANUFACTURER DUE TO

CONSTRUCTION OR INSTALLATION REQUIREMENTS MINOR VARIATIONS FROM

THE DETAILS SHOWN WILL BE CONSIDERED WHEN THEY MEET REQUIREMENTS

FOR CONTRACT DOCUMENTS. THE CONTRACTING OFFICER'S REPRESENTATIVE

WILL DETERMINE EQUIVALENCY OF ANY VARIATION. IF PROPOSED VARIATIONS

ARE NOT ACCEPTED, THE CONTRACTOR WILL EITHER INSTALL THE MATERIAL

AS INDICATED IN CONTRACT DRAWINGS AND SPECIFICATIONS OR REVISE THE

PRODUCT PROPOSED DETAILS AS DIRECTED BY CONTRACTING OFFICER'S

REPRESENTATIVE. MANUFACTURER REQUIREMENTS WILL BE INCORPORATED

AT NO ADDITIONAL COST TO THE GOV.

5. INFORMATION IS NOT AVAILABLE AS TO CONCEALED COMPONENTS IN

EXISTING INSTALLATION OF COPPER FLASHINGS AND DECORATIVE

ORNAMENTAL WORK INCLUDING BLOCKING, CLEATS, AND FASTENERS.

6. PRIOR TO PERFORMING THE WORK THE CONTRACTOR MUST MAKE

EXPLORATORY INVESTIGATIONS AND MUST REMOVE COMPONENTS AS

REQUIRED TO FULLY UNDERSTAND THE WORK. REMOVALS MUST BE

REINSTALLED OR TEMPORARILY WATERPROOFED. SUBMIT SHOP DRAWINGS

ON REPAIRS OF FOUND CONDITIONS. THE CONTRACTOR WILL LOCATE AND

PHOTOGRAPH EACH REPAIR AREA PRIOR TO THE DEVELOPMENT OF SHOP

DRAWINGS FOR REPAIR.

7. COPPER WORK MUST MATCH EXISTING IN DIMENSION, PROFILE, AND

ASSEMBLY. DOCUMENT EXISTING CONDITIONS AND PROVIDE MEASURED AS-

BUILT DRAWINGS FOR APPROVAL PRIOR TO ANY REMOVALS. A SAMPLE OF

EACH EXISTING COPPER COMPONENT AND SUB-ASSEMBLY MUST BE

PRESERVED ON SITE UNTIL THE NEW WORK IS APPROVED.

8. WHERE NEW COPPER IS REQUIRED TO BE SOLDERED TO EXISTING COPPER

THE EXISTING COPPER MUST BE THOROUGHLY CLEANED AND PRE-TINNED.

INITIAL JOINT MUST BE USED AS A SAMPLE AND MUST BE CLEANED AND PRE-

TINNED FOR CONTRACTING OFFICER APPROVAL.

9. CONTRACTOR WILL DRY-IN WEATHER TIGHT ALL AREAS OF WORK DAILY IN

ORDER TO PROTECT THE EXISTING FACILITY & EQUIPMENT. MAINTAIN A

SECURE AND WATERTIGHT FACILITY THROUGHOUT CONSTRUCTION.

10. ANY INSTALLATION PRIOR TO RECEIPT OF APPROVED SHOP DRAWINGS IS NOT

PERMITTED.

11. ALL PMMA COATING WILL BE FULLY REINFORCED AND APPLIED IN

ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

12. ALL DRAINAGE SYSTEMS INCLUDING GUTTERS, LEADER HEADS,

DOWNSPOUTS, SCUPPERS, DRAINS, AND LEADERS ARE TO BE INSPECTED AND

CLEANED AS A PART OF THIS WORK. SEE DIRECTIONS UNDER "ADDITIONAL

ROOF REPAIRS" FOR FUTHER INSTRUCTION REGAURDING REPAIRS.

COPPER ROOFING REPAIR NOTES:

VARIOUS REPAIRS TO THE COPPER ROOF ARE IDENTIFIED ON THE DRAWINGS.

1. THE CONTRACTOR WILL LOCATE AND PHOTOGRAPH EACH REPAIR AREA

PRIOR TO THE DEVELOPMENT OF SHOP DRAWINGS FOR REPAIR.

2. FOR ALL EXISTING "SEALANT REPAIRS" THE CONTRACTOR WILL REMOVE THE

SEALANT PRIOR TO PHOTOGRAPHING AND DEVELOP A DETAIL FOR EACH

REPAIR.

3. THE CONTRACTOR IS TO USE SOLDERING TECHNIQUES THAT AVOID POSSIBLE

WOOD DECK IGNITION AT ALL JOINTS.

4. PROVIDE MIN 20 OZ COPPER CLADDING UNLESS NOTED OTHERWISE.

PROVIDE MIN 16 OZ COPPER ROOF PANELS.

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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DRAWFORM REVISION: 10 MARCH 2009

SHEET OF

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EPROJECT NO.:

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DES PROD DIR

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE: ON FILE

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

FIRE PROTECTION

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A-170

JVS DKA ES

13136122

FINAL 04/09/2021

1/16" = 1'-0" B4

OVERALL ROOF PLAN

0 8' 16' 32'

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

PLAN NORTH

LOCATION OF ITEMS SHOWN ON EXISTING

CONDITION/ DEMOLITION AND NEW WORK ROOFING

DRAWINGS IS APPROXIMATE. THE CONTRACTOR WILL

FIELD VERIFY EXACT LOCATION ON SITE. REFER TO

GENERAL NOTES.

WHENEVER REPLACEMENT OF EXISTING ROOF

PANEL IS SHOWN REPLACE ENTIRE LENGTH OF

PANEL FOR BIDDING ASSUME AN AVERAGE 12'

LENGTH PER ROOF PANEL.

ADDITIONAL ROOF REPAIRS

IN ADDITION TO SPECIFIC REPAIRS SHOWN IN THE DRAWINGS,

INCLUDE IN THE BID AS FOLLOWS:

- 4 PATCHES PER DETAIL C4/A-525

- 5 PATCHES PER DETAIL C1/A-525

- 15 BATTEN SEAMS REPAIR PER C2/A-525

- 200LF OF SEAM PREPERATION AND RE-SOLDER

THE CONTRACTOR WILL THOROUGHLY INSPECT THE ROOF, IDENTIFY AND PHOTOGRAPH

ALL DAMAGED CONDITIONS. CONTRACTOR WILL PREPARE AND SUBMIT TO CONTRACTING

OFFICER A LIST OF ADDITIONAL DAMAGED LOCATIONS INCLUDING PHOTOS AND

PROPOSED REPAIRS PRIOR TO PERFORMING ANY WORK ON LISTED ITEMS.

KEYNOTES

E1 PROVIDE NEW CLERESTORY

CLADDING AND FLASHING TO MATCH

ORIGINAL CONDITION

E44 PROVIDE SLOPE TO SCUPPER AT

BOTTOM OF STONE GUTTER. TYPICAL

XX

1/16" = 1'-0"

B C D D.2 D.8 E E.2 E.8 F F.2 G G.2

1.1

1.3

1.8

2.1

2.3

2.4 2.5

2.6

2.7

2.8

2.9

2.10

3.2

3.7

B2

A-300

B2

A-300

E8

E9

E23

E12

E6

E15

E5

E18 E6

E4

E6

E3 E5

E5

E2

E25 E20

E13

E19

E13

E14

E17E17

E11

E4

E3

E15

E12

E9

E8

E25

E10

E6 xE2

E11

E20

E14

E20

E19

E13

E19

E2

E19

E20

E23

E24

E19

VTR

A1

A-522

A1

A-522

C3

A-522

A3

A-526

A1

A-523

A3

A-523

A3

A-526

C3

A-522

A1

A-522

M

A T

C H

L

IN

E A

A

-1

M

A T

C H

L

IN

E A

A

-1

A-200

B1

A-203 B1

A-205

B1

G.1 G.7

E7

C3

A-522

A1

A-522

C3

A-522

A1

A-522

E5

A1

A-523

A3

A-523

E5

E5

E5

E5 E5

E5

E5

E19

E19

E5

E5

E5

TOWER A

TOWER B

Sc Sc

Sc Sc

RD

E11

E22E22

E13

E13

LEGEND:

NEW GUTTER LINER

NEW COPPER

NEW TRANSLUCENT SKYLITE ROOF PANELS

INSPECT AND RE-SOLDER ALL OPEN EXISTING

COPPER SEAMS. ASSUME 20LF OF SEAMS TO

BE RE-SOLDERED AT EAST AND WEST SIDES.

PROVIDE NEW PMMA COATING

Sc

RD

EXISTING SCUPPER. SEE A1/A-523

APPLY PMMA FLASHING IN THE EXISTING

ROOF DRAIN TO THE EXTEND POSSIBLE.

CLEAN, PREPARE, AND PAINT STRAINER.

VTR EXISTING VTR

REPLACE ROOF PANELS,

BATTENS AND/ OR BATTEN CAPS

EXISTING GLAZED ROOF PANELS TO REMAIN

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

SHEET OF

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CONSTR. CONTR. NO.

EPROJECT NO.:

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DES PROD DIR

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE: ON FILE

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

FIRE PROTECTION

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A-171

JVS DKA ES

13136123

FINAL 04/09/2021

1/8" = 1'-0" A3

PARTIAL ROOF PLAN - WEST

PLAN NORTH

4'0 8' 16'

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

KEYNOTES

E2 INSPECT AND REPAIR ROOF TO WALL FLASHING

WHERE DAMAGED PER A1/A-521 (ASSUME 20LF AT

EACH TOWER OR TOTAL OF 80LF). REPLACE SEALANT

ON ENTIRE LENGTH

E3 PROVIDE NEW COPPER DOWNSPOUT. ROUTE TO

GUTTER

E4 CLOSE AND RE-SOLDER OPENED COPPER FLASHING.

SEE C3 AND D3 ON SHEET A-526

E5 REPAIR HOLE IN PANEL SEE C4 AND C1-A-525

E6 SEAL PIPE PENETRATION AT WALL

E7 REPAIR BATTEN COVERS. SEE C2/A-525

E8 NEW COPPER DOWNSPOUT. ROUTE TO THE GUTTER.

SEE C1 AND D3 ON A-526

E9 PROVIDE NEW COPPER EXTENSION. ROUTE TO THE

GUTTER. SEE A3/A-521

E10 REMOVE AND REPLACE SEALANT AT COPPER TO

STONE WALL FLASHING. COAT FLASHING WITH PMMA.

SEE C2/A-522

E11 REPLACE EXISTING SEALANT. ADD PMMA FLASHING TO

HEIGHT OF THE GUTTER. SEE PHOTO 19

E12 COPPER PANELS UNDER CORNICE NOT SHOWN FOR

CLARITY

E13 PROVIDE NEW CLERESTORY CLADDING AND FLASHING

TO MATCH ORIGINAL CONDITION

E14 EXISTING SNOWGUARD TO REMAIN. MODIFY BASE.

SEE C1/A-522 AND PHOTO 35 - TYPICAL AT EACH PANEL

E15 NEW 4"x5" COPPER GUTTER. SEE A3/A-521

E17 REPLACE ROOF PANEL AND ASSOCIATED RIDGE CAP

AS NEEDED. PROVIDE 6" OVERLAP BETWEEN NEW AND

EXISTING RIDGE CAP. A3/A-525 AND B3/A-521

E18 REPLACE ROOF PANEL AND ASSOCIATED ROOF TO

WALL FLASHING. SEE A3/A-525

E19 LOCATE DAMAGED ROOF PANEL, REMOVE, AND

REPLACE WITH NEW PANEL TO MATCH EXISTING.

APPROX. 12'-0" LONG ROOF PANEL. SEE C2 AND

A3/A-525

E20 SLOPE EXISTING GUTTER TO SCUPPERS. DRAINS. SEE

A3/A-523

E22 FABRICATE COPPER CRICKETS. SOLDER TO COPPER

ROOF AND FLASHING. CLEAN COPPER AND REPAIR

COPPER COUNTER FLASHING PRIOR TO INSTALLATION

OF NEW CRICKET

E23 MODIFY EXISTING VTR. SEE B4/A-521

E24 REMOVE AND REINSTALL EXISTING SNOW GUARDS AS

NEEDED TO REPLACE THE PANEL(S)

E25 PROVIDE FULLY SOLDERED SCUPPER AND COLLECTOR

HEAD AND COAT WITH PMMA. CONNECT TO NEW

DOWNSPOUT. SEE B3/A-522

1/8" = 1'-0"

APPLY TO THIS SHEET ONLY

G.8

H

H.2 H.8

I

I.2 I.8

J

J.2 J.8

K

K.2 K.8

L

L.2 L.8

1.1

1.3

1.8

2.1

2.3

2.4

2.5

2.6

2.7

2.8

2.10

3.2

3.7

E11

E2

E8 E6

E7

E9

E3

E3

E8

E11

E9

E10

E2 E11

E4

E11

TYP

TYPICAL EACH PANEL

M

A T

C H

L

IN

E A

A

-1

M

A T

C H

L

IN

E A

A

-1

M

A T

C H

L

IN

E A

A

-1

M

A T

C H

L

IN

E A

A

-1

A-204

B1

A-201

B1

E5

G.7 H.5 I.1 J.9 K.7 L.5

E4 E5

E5

E5 E5

E4

E5

E5 E5

SIM.

E6 TYPICAL EACH PANEL

E5

Sc Sc

Sc Sc

A3

A-525

LEGEND:

NEW GUTTER LINER

NEW COPPER

NEW TRANSLUCENT SKYLITE ROOF PANELS

INSPECT AND RE-SOLDER ALL OPEN EXISTING

COPPER SEAMS. ASSUME 20LF OF SEAMS TO

BE RE-SOLDERED AT EAST AND WEST SIDES.

PROVIDE NEW PMMA COATING

Sc

RD

EXISTING SCUPPER. SEE A1/A-523

APPLY PMMA FLASHING IN THE EXISTING

ROOF DRAIN TO THE EXTEND POSSIBLE.

CLEAN, PREPARE, AND PAINT STRAINER.

VTR EXISTING VTR

REPLACE ROOF PANELS,

BATTENS AND/ OR BATTEN CAPS

EXISTING GLAZED ROOF PANELS TO REMAIN

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

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C T

DES PROD DIR

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE: ON FILE

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

FIRE PROTECTION

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A-172

JVS DKA ES

13136124

FINAL 04/09/2021

1/8" = 1'-0" A3

PARTIAL ROOF PLAN - CENTRAL

PLAN NORTH

4'0 8' 16'

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

1/8" = 1'-0"

E2 NEW GUTTER LINER. SEE A1 AND A3/A-523

E3 LOCATE AND REPLACE DAMAGED (PHOTO 33) ROOF

PANELS. PROVIDE 6" OVERLAP BETWEEN NEW AND

EXISTING. SEE A3/A-525

PROVIDE NEW APPROXIMATELY 1" WIDE BATTEN AND

COPPER BATTEN CAP TO MATCH EXISTING. PATCH PER

C2/A-525

E4 LOCATE AND REPLACE DAMAGED / PATCHED /

PENETRATED ROOF PANELS. SEE A3/A-525

E5 REPAIR PANEL. SEE C1 AND C4/A-525

E6 EXISTING SNOWGUARD TO REMAIN. MODIFY BASE.

SEE C1/A-522 AND PHOTO 35 ON SHEET A-974. TYPICAL

AT EACH PANEL.

E7 REPLACE ROOF PANELS AT LOCATIONS OF EXISTING

SNOW GUARDS

E8 REMOVE AND REINSTALL EXISTING SNOW GUARD AT

REPLACED PANELS.

E9 PROVIDE NEW CLERESTORY CLADDING AND FLASHING

TO MATCH ORIGINAL CONDITION.

E10 WALKWAY SUPPORTS. COAT WITH PMMA UP TO MINIMUM

6" ABOVE GUTTER BOTTOM.

E11 SLOPE EXISTING STONE GUTTER TO SCUPPERS

KEYNOTES APPLY TO THIS SHEET ONLY

L.8

M

M.2 M.8

N

N.2

P

P.8

Q

Q.8

R S

1.1

1.3

1.8

2.1

2.3

2.4

2.5

2.6

2.7

2.8

2.9

2.10

3.2

3.7

E17

E13

E6 E13

E14

E2

E10

E9

E8

E7

E19

E20

E5

E3.

E11

E17

E4

E7

E16

E8

E9

E10

E20

E19

E15

E5

E18

E2

E18

E6

E17

VTR

TOWER D

TOWER C

A3

A-525

C3

A-522

A1

A-522

D3

A-526

A1

A-522

D3

A-526

C3

A-522

A1

A-522 A1

A-522

A-524B1

M

A T

C H

L

IN

E A

A

-1

M

A T

C H

L

IN

E A

A

-1

A-202B1

M.3 N.1

E5 E5

E5

E5

E5

E5

E5

E5 E5

E5

E3

TYPICAL EACH PANEL

TYPICAL EACH PANEL

Sc Sc

Sc Sc

LEGEND:

NEW GUTTER LINER

NEW COPPER

NEW TRANSLUCENT SKYLITE ROOF PANELS

INSPECT AND RE-SOLDER ALL OPEN EXISTING

COPPER SEAMS. ASSUME 20LF OF SEAMS TO

BE RE-SOLDERED AT EAST AND WEST SIDES.

PROVIDE NEW PMMA COATING

Sc

RD

EXISTING SCUPPER. SEE A1/A-523

APPLY PMMA FLASHING IN THE EXISTING

ROOF DRAIN TO THE EXTEND POSSIBLE.

CLEAN, PREPARE, AND PAINT STRAINER.

VTR EXISTING VTR

REPLACE ROOF PANELS,

BATTENS AND/ OR BATTEN CAPS

EXISTING GLAZED ROOF PANELS TO REMAIN

NAVIGATION

LUCE

MACDONOUGH

HALL

STREET

SCOTT NATATORIUM

KEYPLAN:

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

T

V

Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

W

A S

H

IN

IG

T

O N

D .C

N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

A N

N A

P O

L

IS

M

D

U S

N A

V A

L A

C A

D E

M Y

A N

N A

P O

L

IS

M

D

F Y

P R

O

JE

C T

DES PROD DIR

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE: ON FILE

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

FIRE PROTECTION

P U

B L

IC

W

O R

K S

D E

P A

R T

M E

N T

A N

N A

P O

L

IS

1 2 3 4 5

A

B

C

D

R E

P A

IR

M

A C

D O

N O

U G

H H

A L

L B

L D

G

PLAN NORTH

1662221

8/26/2021

R E

P R

IN

T

R

E

IS

S U

E F

U L

L S

H E

E T

A

U G

A R

C H

IT

E

C T

U R

A L

P

A R

T

IA

L

R O

O F

E

A S

T

P

LA

N

A-173

JVS DKA ES

13136125

FINAL 04/09/2021

1/8" = 1'-0" A3

PARTIAL ROOF PLAN - EAST

PLAN NORTH

4'0 8' 16'

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

1/8" = 1'-0"

E2 NEW GUTTER LINER. SEE A1 AND A3/A-523

E3 INSPECT AND REPAIR ROOF TO WALL FLASHING WHERE

DAMAGED PER A1/A-521 (ASSUME 20LF AT EACH TOWER

OR TOTAL OF 80LF). REPLACE SEALANT ON ENTIRE

LENGTH.

E4 REPAIR REGLET. SEE C3/A-525

E5 REPAIR HOLE AND PANEL AND AREAS OF POOR

PATCHES. REPAIR PER C4/A-525 FOR DAMAGED AREA 1"

TO 2". REPAIR PER C1/A-525 FOR DAMAGED AREA 0" TO 1".

E6 EXISTING SNOWGUARD TO REMAIN. MODIFY BASE.

C1/A-522 AND PICTURE 35. TYPICAL AT EACH PANEL.

E7 PROVIDE NEW COPPER DOWNSPOUT. ROUTE TO GUTTER

E8 NEW 4" X 5" COPPER GUTTER

E9 COPPER PANELS TO REMAIN UNDER THE GUTTER ARE

NOT SHOWN FOR CLARITY.

E10 MODIFY EXISTING STEEL PIPE AS NEEDED TO DRAIN IN

GUTTER. SEE A3/A-521

E11 REMOVE AND REPLACE SEALANT AT COPPER TO STONE

WALL FLASHING. COAT WITH PMMA. SEE C2/A-522

E13 REPLACE 19 PANELS APPROX. 12' LONG AT LOCATION OF

EXISTING SNOW GUARDS.

E14 REMOVE AND REINSTALL SNOW GUARD AT REPLACED

PANELS.

E15 EXISTING COPPER ROOF. INSPECT AND RESOLDER

SEAMS. ASSUME MIN 30LF OF COPPER JOINTS TO BE

RESOLDERED. ITEM IS COVERED BY "ADDITIONAL ROOF

REPAIRS" ON SHEET A-170.

E16 REPLACE PANEL UNDER CORNICE AND ASSOCIATED

ROOF TO WALL FLASHING

E17 PROVIDE NEW COPPER CLADDING AT CLERESTORY.

MATCH ORIGINAL CONDITION.

E18 SLOPE EXISTING STONE GUTTER TO SCUPPERS (DRAINS)

E19 PROVIDE FULLY SOLDERED SCUPPER AND COLLECTOR

HEAD AND COAT WITH PMMA. CONNECT TO NEW

DOWNSPOUT. SEE B3/A-522

E20 NEW COPPER DOWNSPOUT. ROUTE TO THE GUTTER. SEE

A1/A-526

KEYNOTES APPLY TO THIS SHEET ONLY

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

T

V

Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

W

A S

H

IN

IG

T

O N

D .C

N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

A N

N A

P O

L

IS

M

D

U S

N A

V A

L A

C A

D E

M Y

A N

N A

P O

L

IS

M

D

F Y

P R

O

JE

C T

DES PROD DIR

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO : DATE :

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

FIRE PROTECTION

P U

B L

IC

W O

R K

S D

E P

A R

T M

E N

T A

N N

A P

O L

IS

1 2 3 4 5

A

B

C

D

R E

P A

IR

M

A C

D O

N O

U G

H H

A L

L B

L D

G

R E

P R

IN

T

R

E

IS

S U

E F

U L

L S

H E

E T

A

U G

P

LU

M

B

IN

G D

O M

E S

T

IC

W A

T E

R O

V E

R A

LL

S C

O T

T P

O O

L F

IL

T

E R

L E

V E

L P

LA

N

PL109

1662221

BMK DLG JJB

13136526

ADDENDUM 08/19/2021

1. DRAWINGS HAVE BEEN PRODUCED FROM

EXISTING BUILDING CONSTRUCTION DOCUMENTS.

SOME DISCREPANCIES MAY EXIST. CONTRACTOR

MUST FIELD VERIFY DIMENSIONS AND SIZES

SHOWN AND MAKE ADDITIONAL MEASUREMENTS

FOR SIZES OR DIMENSIONS NOT SHOWN.

2. CONTRACTOR MUST MAKE ALL NECESSARY FIELD

MEASUREMENTS OF EXISTING EQUIPMENT, PIPING,

HVAC, PLUMBING, ELECTRICAL, COMMUNICATION,

STRUCTURAL, AND ARCHITECTURAL ELEMENTS TO

VERIFY DIMENSIONS SHOWN ON DRAWINGS AND

TO PROVIDE DIMENSIONS NOT SHOWN ON

DRAWINGS PRIOR TO FABRICATION OF ANY WORK.

CONTRACTOR MUST MODIFY WORK AS

NECESSARY BASED ON VERIFICATION OF

DIMENSIONS. COST OF MODIFICATIONS DUE TO

LACK OF VERIFICATION OF EXISTING DIMENSIONS

BY FIELD MEASUREMENT MUST BE PAID BY

CONTRACTOR.

GENERAL NOTES:

5'-0"

WIDTH

1'-0" 1'-0"1'-6" 1'-6"

L E

N G

T H

1'-0" 7"

/4

/4

1'-1 3/4"

2'-1 3/4"

E Q

E Q 1

L E

N G

T H

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

1'-8"

1'-0"

G.1

2.2 2.22.2

I.1

TYPE P3

HELICAL

PIER (TYP)

OF 3;

CAPACITY =

25 KIPS EA

PILE CAP

TYPE P4

HELICAL

PIER (TYP)

OF 5;

CAPACITY =

25 KIPS EA

PILE CAP

TYPE P5

℄ HELICAL PIERS

HELICAL

PIER (TYP)

OF 4;

CAPACITY =

25 KIPS EA

STABILITY HELICAL

PIER (TYP) OF 4;

CAPACITY = 10 KIPS EA

E M

B E

D

T.O. PILE CAP

= +5'-0" (±)

T.O. 1ST FLOOR SLAB

= +7'-0" (±)

THREADED ANCHOR RODS

W/ DOUBLE NUT & WASHER

BASE PLATE PER SCHEDULE, WITH 1/4"

LEVELING PLATE AND 1-1/2"

NON-SHRINK GROUT

COLUMN PER SCHEDULE

SLAB ON GRADE

PER PLAN

1'-10" SQUARE UNREINFORCED

CONCRETE ENCASEMENT

CENTERED AROUND COLUMN

ISOLATION JOINT

T.O. PILE CAP

1ST FLOOR

2ND FLOOR

B.O. GIRDER

COLUMN SCHEDULE

W x

16"x16"x3/4"

2'-0"DEPTH

REINFORCING

(BOT, E.W. - UNO)P

IL

E

C A

P

BASE PLATE

SIZE (N x B x tp)

COLUMN WORKING

LOAD (KIPS)

= +5'-0" (±)

= +7'-0" (±)

= +22'-10" (±)

MARK 2.2-G.1

ANCHORS (4) 3/4" Ø

2.2-G.7 2.2-H.5 2.2-I.1 2.2-J.9 2.2-K.7 2.2-M.3 2.2-N.12.2-L.5

60 KIPS

= VARIES

W x

W x

W x

W x

W x

W x

W x

W x

TYPE TYPE P3

95 KIPS

TYPE P5

95 KIPS

TYPE P5

#6 @ 8" O.C., E.W.

80 KIPS

TYPE P4

95 KIPS

TYPE P5

105 KIPS

TYPE P5

105 KIPS

TYPE P5

105 KIPS

TYPE P5

105 KIPS

TYPE P5

16"x16"x3/4" 16"x16"x3/4" 16"x16"x3/4" 16"x16"x3/4" 16"x16"x3/4" 16"x16"x3/4" 16"x16"x3/4" 16"x16"x3/4"

(4) 3/4" Ø

2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"

(6) #6 E.W. (8) #6 E.W. (8) #6 E.W. (8) #6 E.W. (8) #6 E.W. (8) #6 E.W. (8) #6 E.W.

(4) 3/4" Ø (4) 3/4" Ø (4) 3/4" Ø (4) 3/4" Ø (4) 3/4" Ø (4) 3/4" Ø (4) 3/4" Ø

#6 @ 8" O.C., E.W.

B

PER SCHEDULE

1 1/2" 1 1/2"

N

P E

R S

C H

E D

U L E

/2

/2

COLUMN,

PER

SCHEDULE

BASE PLATE, PER

SCHEDULE

1/4

(4) 3/4"Ø THREADED

ANCHOR RODS W/

DOUBLE NUT &

WASHER, 8"

EMBEDMENT

1'-10"

CONSTRUCTION

OR CONTROL

JOINT PER PLAN

AND STRUCTURAL

NOTES (TYP)

COLUMN, PER SCHEDULE

1/4" ISOLATION JOINT

MATERIAL (TYP), PER SPECS

PLACE THIS SLAB

SECTION AFTER

ADJACENT SLAB

HAS BEEN CAST

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

T

V

Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

W

A S

H

IN

IG

T

O N

D .C

N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

A N

N A

P O

L

IS

M

D

U S

N A

V A

L A

C A

D E

M Y

A N

N A

P O

L

IS

M

D

F Y

P R

O

JE

C T

DES PROD DIR

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO : DATE :

NO SCALE

225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com

FIRE PROTECTION

P U

B L

IC

W

O R

K S

D E

P A

R T

M E

N T

A N

N A

P O

L

IS

1 2 3 4 5

A

B

C

D

R E

P A

IR

M

A C

D O

N O

U G

H H

A L

L B

L D

G

R E

P R

IN

T

R

E

IS

S U

E F

U L

L S

H E

E T

A

U G

C O

LU

M

N A

N D

P

IL

E C

A P

S C

H E

D U

LE

S-601

1662221

DPP MLH CJS

FINAL 04/09/2021

NTSS-601

A1 PILE CAP TYPES

NTSS-601

A4 TYPICAL SECTION AT COLUMN BASE

NTSS-601

B1 COLUMN SCHEDULE

NTSS-601

B5 BASE PLATE PLAN DETAIL

NTSS-601

C5

TYPICAL SLAB ON GRADE

ISOLATION JOINT AT COLUMN

2021-09-08T14:58:50-0400

2021-09-08T14:59:26-0400

2021-09-08T14:59:33-0400

2021-09-08T14:59:42-0400

2021-09-08T14:59:42-0400

2021-09-08T14:59:42-0400

2021-09-08T15:00:32-0400

2021-09-08T15:00:46-0400

2021-09-08T15:00:46-0400

2021-09-08T15:00:46-0400

2021-09-08T15:00:47-0400

2021-09-08T15:00:47-0400

2021-09-08T15:01:01-0400

2021-09-08T15:01:22-0400

2021-09-08T15:01:22-0400

2021-09-08T15:01:23-0400

2021-09-08T15:01:23-0400

2021-09-08T15:01:23-0400