Addendum_2_compiled.pdf

7601 Jefferson NE, Suite 100 / Albuquerque, NM 87109 / 505.761.9700 / dpsdesign.org

Addendum

Addendum No.: 002 Date: 11-25-2015

Project: Fort Yuma Health Care Center Project No.: 08-0110 / 15-0020

From: Dekker/Perich/Sabatini 7601 Jefferson St. NE, Suite 100 Albuquerque, NM 87109

To: Michael Young

This Addendum forms a part of the Bid Documents and modifies the Bid Documents issued by Dekker/Perich/Sabatini (D/P/S) and dated 10/15/2015. Acknowledge receipt of this Addendum on the Bid Form. Failure to do so may subject the Bidder to disqualification. All other provisions of the Bid Documents shall remain unchanged.

1. Sheet S101D – FOUNDATION PLAN AREA D: plan drawing has been updated to indicate construction thickness of exterior slab at receiving area.

2. Sheet S501 – FOUNDATION DETAILS: Detail A3 has been added indicating turndown dimensions for exterior slab at receiving area.

3. Sheet A521 – Exterior Details: Detail E5 was added to indicate turndown dimensions for building apron.

All other provisions of the Contract Documents shall remain unchanged. This addendum is hereby made a part of the Contract Documents to the same extent as those provisions contained in the original documents and all itemized listings thereof.

End of Addendum

10 000 5 000 3 500 5 500 9 000 9 000 7 000

MATCH LINE

M A

T C

H

L I N

E

1 700

10 000 5 000 3 500 5 500 9 000 9 000 7 000

MATCH LINE

M A

T C

H

L I N

E

1 700

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

CF 460

[-830]

CF 460

[-830]

C F

CF 460

[-830]

CF 460

[-830]

CF 460

[-830]

D1

S202

D1

S202

C3

S203

E4

S204

C5

S203

E3

S204

C1

S203

A5

S203

A1

S203

A1

S203

SHEET S101C

S H

E E

T

S

E

CF 760

[-830]

CF 760

[-650]

CF 760

[-650]

2 100

2 550

A6

S501

A6

S501

A5

S501

A5

S501

TYP

TYP

TYP

TYP

3 414

E3

S504

F

F

5 758 4 850

B2

S501

B2

S501

SIM

A4

S501

A4

S501

B2

S501

B2

S501

A4

S501

SIM

A4

S501

SIM

B2

S501

A4

S501

A4

S501

A4

S501

SIM

D2

S501

B2

S501

B2

S501

A4

S501

D4

S501

D4

S501

CF 900

[-830]

CF 900

[-830]

CF1 300

[-830]

B2

S501

SIM 1

C4

S502

1 015

7 610

2 490

SIM

4 646

2 5201 290

CF 760

[-650]

B1

S502

F

3 100

C2

S501

C2

S501

1 200

1 200

SEE A033 FOR ADDITIONAL EQUIPMENT

FOUNDATIONS IN THIS AREA.

SIM

TYP

A4

S501

SIM

SIM

TYP

A4

S501

SIM

D2

S501

SIM

2 000

E1

S204

S501

C4

TYP

C3

S501

D4

A3

S501

SIM

1 125mm THICK SLAB ON GRADE WITH #13 @ 460 OC. EW

2 SLAB CONTROL JOINT LAYOUT. SEE E2/S501.

3 ELONGATED BLOCKOUT TO FACILITATE CONNECTION AT

BRACED FRAME TYP. SEE DETAIL E3/S501.

4 COORDINATE SLAB RECESS DEPTH AND LOCATION WITH

INTERIOR ARCHITECTURAL PLANS.

5 200 CONCRETE SLAB-ON-GRADE W/ #13 @ 300 OC EW W/ 38

THICK TOPPING SLAB FOR BULK STORAGE SYSTEM.

COORDINATE LIMITS WITH STORAGE SUPPLIER. NO TOPPING

SLAB AT SIM. REFER TO FF&E FOR FINAL MANUFACTURER

SPECIFICATIONS AND PRODUCT DETAIL REQUIREMENTS.

6 SLAB DEPRESSION FOR ARCHITECTURAL FLOOR FINISH.

COORDINATE WITH CIVIL PAVING AND ARCHITECTURAL.

7 EXTEND TOP AND BOTTOM REINFORCING IN F2600 TO MATCH

DIMENSIONS SHOWN.

8 POST TO BEAR ON CONTINUOUS FOUNDATION.

REV

ISSUE: 10.15.15 - SUBMITTAL 3

PROJECT NO: 08-0110.001

CAD DWG FILE: 08-0110-S101D.dwg

DRAWN BY:

CHECKED BY:

SHEET TITLE

DATE DESCRIPTION

CONSULTANTS

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

E

21 3 4 5 6

D

C

B

A

D

C

B

A

21 3 4 5 6

11/25/15

B

A

D

E

S101D

FOUNDATION PLAN

AREA D

WORF

MACFARLANE

11/25/15 ADDENDUM 2

FOUNDATION PLAN

AREA D

1:100

5M0 1M

ISOLATION

JOINT 30# FELT

BASE PLATE

BELOW

CONTROL

JOINT OR

CONSTRUCTION

JOINT

L

R

BASE PLATE

BELOW

ISOLATION

JOINT 30#

FELT

R

CONTROL JOINT

OR CONSTRUCTION

JOINT.

BASE PLATE BELOW

R

NOTES:

SPLICE LENGTHS ARE TYPICAL UNLESS OTHERWISE NOTED ON

PLANS AND DETAILS.

SPLICES SHALL BE STAGGERED AT LEAST 610 AND BARS SHALL

BE LAPPED ONLY WHERE INDICATED ON DRAWINGS OR AS

SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER.

VERTICAL WALL REINFORCING SHALL LAP A MINIMUM OF 48

DIAMETER AT CONSTRUCTION JOINTS.

WELDED WIRE FABRIC SHALL LAP A MINIMUM OF 200 AT SPLICES.

FOR HORIZONTAL BARS WITH MORE THAN 300 OF FRESH

CONCRETE CAST BELOW THE SPLICE OR EMBEDMENT, LENGTHS

SHALL BE 130% OF THAT SHOWN.

NOTE:

COORDINATE WITH EQUIPMENT TO BE INSTALLED.

L

M

E C

H A

N I C

A L

E Q

U I P

M E

N T

U

N

O

O

N

E Q

U I P

M E

N T

D

E T

A I L

SEE PLAN

CONCRETE SLAB ON

GRADE SEE PLAN

FOR REINF

S E

E

S C

H E

D

75 CLR TYP

50 NON-SHRINK

GROUT

FOR COLUMN, BASE

PLATE AND BOLT

DETAILS, SEE PLAN

COLUMN ISOLATION

JOINT

TOP REINF

SEE SCHEDULE

BOTTOM REINF

SEE SCHEDULE

EQ

SEE PLAN

EQ

#13 VERTICAL

@ 400 OC W/ STD

HOOK, ALTERNATE

DIRECTIONS

#13

REINF SEE

SCHED

#13 CONTINUOUS

@ 300 OC HORIZ

AT OPENINGS

GREATER THAN 1800

WIDE, PROVIDE

MULTIPLE HAIRPINS

75 CLR

TYP)

S E

E

S C

H E

D

SEE

PLAN

M A

X

EQ EQ

BOTTOM

REINF SEE

SCHEDULE

CONTINUE STEM

WALL REINF

THROUGH

FOOTING BEYOND,

CONTINUE FOOTING

REINFORCING

THROUGH

COLUMN FOOTING

(4) #13 VERT DOWELS

W/ (2) #10 TIES

75 CLR TYP

50 NON-

SHRINK

GROUT

FOR COLUMN, BASE

PLATE AND BOLT

DETAILS, SEE PLAN

COLUMN ISOLATION

JOINT

(4) #13 VERT

DOWELS W/

(2) #10 TIES

SEE PLAN

S E

E

S C

H E

D

SEE PLAN

SEE PLAN

SEE PLAN

TOP REINF

SEE SCHED

ISOLATION JOINT

30# FELT.

STEM WALL

CONTINUOUS

FOOTING

LEAN CONCRETE

FILL

PIPE TRENCHES

PARALLEL TO FOOTINGS

NOT PERMITTED WITHIN

THESE LINES

WRAP PIPE WITH

COMPRESSIBLE

MATERIAL

NO PIPES SHALL

PASS THROUGH

CONTINUOUS

FOOTING

M I N

M I N

CONTINUOUS

FOOTING, SEE

PLAN

POUR JOINT

SLEEVE WITH ID

MIN 50 GREATER

THAN OD OF PIPE,

CENTER PIPE IN

SLEEVE HOLE

NO PIPES SHALL PASS THROUGH

CONTINUOUS FOUNDATION

PLACE CONCRETE FILL

AROUND SLEEVES BEFORE

POURING FOUNDATION. FILL

SHALL BE SAME WIDTH AS

CONTINUOUS FOOTING & FULL

WIDTH OF PIPE TRENCH.

STEM WALL

S E

E

S C

H E

D

C

L R

T Y

P

50 NON-SHRINK

GROUT

FOR COLUMN, BASE

PLATE AND BOLT

DETAILS, SEE PLAN

COLUMN

ISOLATION JOINT

TOP REINF

SEE SCHEDULE

BOTTOM REINF

SEE SCHEDULE

EQUAL

SEE PLAN

EQUAL

6 #13 VERT DOWELS

W/ 2 #10 TIES

SEE PLAN

3 #13 @ 300 OC

EACH FACE

75 CLR

TYP

#16 @ 150 OC

WHERE OCCURS, SEE PLAN

40200 40200 40200 40200

402004020040200

40200 40200 40200 40200 40200 40200

402004020040200402004020040200

40200 40200 40200 40200 40200

C2

S501

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN

#13 @ 300 OC EACH WAY

CONSTRUCTION JOINT

40200

40200

SLAB-ON-GRADE

COLUMN FOOTING

PIPE NEAR CONTINUOUS PIPE NEAR CONTINUOUS

STEM WALL FOOTING COLUMN FOOTING

SEE PLAN

SLAB DEPTH AT SLAB

RECESS

SLAB RECESS, SEE PLAN

S E

E

P L A

N

MIN

SEE PLAN

SEE PLAN

S E

E

P L A

N

1-#13

S E

E

P L A

N

SPLICE LENGTH,

SEE SCHEDULE.

COLUMN,

SEE PLAN

SEE PLAN

SEE PLAN

PIPE

SEE PLAN

D 2D

MIN

2D

MIN

FOOTING

PRESSURE

BOUNDARY

LEAN

CONCRETE

ENCASEMENT

EXTEND MIN OF

2D PAST THE

WIDTH OF THE

SPREAD FOOTING

#13 VERTICAL @ 400

OC WITH STANDARD

HOOK, TURNED

ALTERNATE

DIRECTIONS

30# FELT JOINT

#13 CONTINUOUS @

400 OC HORIZONTAL

EQEQ

75 CLEAR TYP

EQ

200 (1 000 AT SIM1)

EQ

SEE PLAN

REINFORCING, SEE

SCHEDULE

150 MAX SEE PLAN

SEE PLAN

C152x1.092mm @ 400 OC, WINDOW AT SIM. WALL

TWO SIDES AT SIM1

150, 200 @ CURTAIN

WALL SYSTEM

SEE PLAN

S E

E

S C

H E

D

COMPRESSIBLE FILLER

STIFF ENOUGH TO

SUPPORT WET CONCRETE

75 CLR TO SLEEVE

SLEEVE W/ INSIDE DIMENSIONS =

PIPE OUTSIDE DIMENSIONS +

50mm, CENTER PIPE IN BLOCKOUT

2 - #13 x 2000mm LONG

CENTERED ON PIPE SLEEVE

IN ADDITION TO MAIN

STEMWALL REINFORCING

SEE PLAN

SEE PLAN

PIPE

CONTINUOUS FOOTING,

SEE PLAN

-450 MINIMUM PIPE

INVERT WITHOUT

LOWERING CONT

FOOTING

50 CLR TO SLEEVE

BLOCKOUT BLOCKOUT

NOTE:THIS DETAIL SHALL ONLY BE USED

WHERE ROOF DRAINAGE PIPE

PENETRATES STEM WALL. COORDINATE

LOCATION WITH PLUMBING SHEETS.

CENTER REINFORCING

IN SLAB TYPICAL WITH

SUPPORT CHAIRS

SAWCUT 3 x 1/3rd

DEPTH OF SLAB

SEE PLAN

SEE S002

VAPOR RETARDER,

SEE SPECIFICATIONS

NOTE: CONTRACTOR SHALL COORDINATE

BLOCKOUT LIMITS AT STEM WALLS TO ALLOW

FOR PLACEMENT OF COLUMN & BASE PLATE.

IF COORDINATION DOESN'T TAKE PLACE BASE

PLATE MAY INTERFER WITH STEM WALL.

NOTE: OMIT SLAB AT SIM1

L

E

L E

C T

R I C

A L

E Q

U I P

M E

N T

PAVEMENT &

CORBEL

OMIT RECESS

@ SIM

SPEED DOWEL OR EQUAL

PER SPECS. @ 900 OC

SEE PLAN

#13 @ 300

S E

E

S C

H E

D

75 CLR TYP

COLUMN ISOLATION JOINT

TOP REINF

SEE SCHEDULE

BOTTOM REINF

SEE SCHEDULE

SEE PLAN

SEE PLAN

SEE PLAN

(20) #13

VERT

DOWELS W/

(3) #10 TIES

SEE PLAN

SEE PLAN

SEE PLAN

RAMMED EARTH,

SEE ARCH.

S E

E

A

R C

H

B6

S501

CONC. CAP

SEE ARCH.

S E

E

A

R C

H

S E

E

P

L A

N

SEE PLAN

RAMMED EARTH,

SEE ARCH.

(12) #19 BARS

SPACED AS NOTED.

#13 TIES AT 300 OC

75 CLR TYP

SEE PLAN

S E

E

S C

H E

D

CONT T152x1.4 mm

RAMMED EARTH

WALL

CONT CONC CAP WITH 2-#13 CONT

CENTERED IN CAP. CAP SHALL BE

ANCHORED TO STUDS AS NOTED

IN ARCH SPECIFICATIONS. CAP

SHALL BE TREATED AS

ARCHITECTURAL CONCRETE PER

RAMMED EARTH SPECIFICATIONS.

S E

E

A

R C

H

SECTION @

SEE PLAN

SEE PLAN

SEE PLAN

250 250

SEE

PLAN

100 PRECAST CONC COVER CAST IN 2

M LONG SEGMENTS. PROVIDED 4

LIFTING LUGS PER PANEL CAST 300mm

FROM EACH CORNER OF SEGMENT.

LUG TO BE FLUSH TO FINISHED FLOOR.

PIPING, SEE MECHANICAL

AND FIRE PROTECTION.

LAP, SEE

SCHEDULE

VERTICAL BAR AT

CORNER TO MATCH

WALL REINFORCING

(WALL ONLY)

VERTICAL BAR AT

CORNER TO MATCH

WALL REINFORCING

(WALL ONLY)

TYPICAL

INTERIOR

TYPICAL

CORNER

SPLICE LENGTH,

SEE SCHEDULE.

SPLICE LENGTH,

SEE SCHEDULE.

WALL, FOOTING INTERSECTION

(1) 16Ø F1554 HOOKED

ANCHOR ROD W/ 200

EMBED @ 300 OC

S E

E

A

R

CL

CL

SEE ARCH

#13 @ 300 OC

EACH WAY

COLUMN FOOTING

(1) 16Ø F1554 HOOKED

ANCHOR ROD W/ 220 EMBED

@ 800 OC OMIT AT SIM

LAP, SEE

SECHEDULE

DRILL & EPOXY

REBAR IN PLACE

AS NOTED

DRILL & EPOXY

REBAR IN PLACE

AS NOTED

C O

N T

O

C

E A

C

E

25 THICK PLYWOOD CONTINUOUS

BEHIND RAMMED EARTH.

NOTE: STUD WALL BACK UP FOR RAMMED EARTH WALL IS

INTENDED TO SUPPORT RAMMED EARTH IN ITS FULLY

CONSTRUCTED CONDITION. CONTRACTOR MAY NEED TO

PROVIDE TEMPORARY SHORING FOR RAMMED EARTH WALL

DURING CONSTRUCTION. DETERMINATION OF IF TEMPORARY

SHORING IS REQUIRED AND SHORING DESIGN BY CONTRACTOR.

SECTION AT

SEE PLAN

SEE PLAN

S E

E

S C

H E

D

300 300

T152x1.092mm

#13 CONTINUOUS

@300 OC HORIZONTAL

EACH FACE

#13 VERTICAL

@ 400 OC EF

(1) 16Ø F1554

HOOKED ANCHOR

ROD WITH 200

EMBED @ 1200 OC

C152x1.092mm

@ 400 OC

SILL, SEE SCHEDULE.

OMIT AT SIM

WINDOW ,

SEE ARCH.

OMIT AT SIM

SEE PLAN

REINFORCEMENT,

SEE SCHEDULE

75 TYP

EQ

EQ

SEE PLAN

S E

E

S C

H E

D

REINFORCING, SEE

SCHEDULE

#13 CONTINUOUS @

400 EF OC HORIZONTAL

30# FELT JOINT

SEE PLAN

C152x1.092mm

STUDS @ 400 OC TYP

STUDS, SEE ARCH

COMPRESSIBLE FILLER

STIFF ENOUGH TO

SUPPORT WET CONCRETE

CONT T152x1.092 mm

(1) 16Ø F1554 HOOKED

ANCHOR ROD W/ 200

EMBED @ 1200 OC

#13 VERTICAL @ 400 OC

WITH STANDARD HOOK

EF, TURNED ALTERNATE

DIRECTIONS

EQ EQ

TYP PIPE

B3

STEM WALL FOOTING

1 : 20

S501S101A

D2

THICKENED STEMWALL

1 : 20

S501S101A

C4

REINFORCING PLAN VIEW

1 : 20

S501S101A

B4

SECTION @ MECH TRENCH

1 : 20

S501S101B

C3

RAMMED EARTH WALL

1 : 20

S501S101B

B6

SECTION AT CANOPY PIER

1 : 20

S501S501

C5

ELEVATION AT CANOPY PIER

1 : 20

S501S101A

E5

THROUGH STEM WALL

NTS

S501S101A

E6

TYP SLAB DEPRESSION

1 : 20

S501S101A

B2

STEMWALL AND FOOTING

1 : 20

S501S101A

A6

@ INTERIOR

1 : 20

S501S101A

A5

AT PERIMETER

1 : 20

S501S101A

A1

HOUSEKEEPING PAD

1 : 20

S501S101D

A4

AT DOORWAY

1 : 20

S501S101A

B1

PIPE BELOW FOUNDATION

1 : 20

S501S101A

C2

FOOTING ELEVATION

1 : 20

S501S101D

C1

FOOTING SECTION

1 : 20

S501S501

D4

AT SHEAR KEY

1 : 20

S501S101A

E4

LAP SPLICE SCHEDULE

1 : 20

S501S101A

E3

ISOLATION JOINT DETAILS

1 : 20

S501S101A

E2

TYP SLAB JOINTS

1 : 20

S501S101A

E1

CONSTRUCTION

1 : 20

S501S101A

CONTINUOUS WATER STOP

CENTER ON WALL

#13@ 300 OC

EACH WAY

#13@ 300 OC

EACH WAY

CONT L 76x76x9.5

C

L R

PL 13x150x150@ 1200 OC

WITH 2-16Øx100 EMBED

H.A.S. CENTERED

VERTICALLY ON PLATE

AT 100mm SPACING TYP

VENEER ANCHOR SEE

SPECIFICATION FOR

TYPE AND SPACING

SEE

PLAN

SEE PLAN

C3

S502

500 AT SIM

50 CLR

M

A X

1220 MAX

PROVIDE (2) ADDITIONAL

#16 BARS EACH SIDE OF

OPENING AND EXTEND 610

BEYOND THE OPENING

PROVIDE #16

CORNER BARS

x 1220 LONG

50 CLR

REINFORCING NOT REQUIRED AT OPENINGS

LESS THAN 225 SQUARE.

D1

REINFORCING SLAB OPENING

1 : 20

OPENING

ALL FOUNDATION SHEETS

(2) - #13 CONT IN

ARCH CONC CURB

CORD HVAC DIFFUSER W/

ARCH/MEP DRAWINGS

T152-1.4

C152-1.4

(4) C152-1.4 JAMB

@ 1300

T152-1.4

(2) C152-1.4

C152-1.4

@ 300, TYP

SEE ARCH

SEE EARTHWORK

PREPARATION REQUIREMENTS

CENTER

REINFORCING IN

SLAB WITH

SUPPORT CHAIRS

COMPACTED FILL

PER FOUNDATION

NOTES ON SHEET

S-001

10 MIL VAPOR

RETARDER, SEE

SPECS

CONCRETE

SLAB-ON-GRADE,

SEE PLAN FOR

REINFORCEMENT

SCRATCH

CONDUIT INTO

SUBGRADE TYP

S E

E

P

L A

N

A2

CONDUIT UNDER SLAB

1 : 20

S501S101D

A3

TURN DOWN SLAB EDGE

1 : 20

S501S101D

#13 @ 400 OC

(2) #13 CONT

SEE PLAN

SEE PLAN

S501

FOUNDATION DETAILS

WORF

MACFARLANE

11/25/15 ADDENDUM 2

REV

ISSUE: 10.15.15 - SUBMITTAL 3

PROJECT NO: 08-0110.001

CAD DWG FILE: 08-0110-S501.dwg

DRAWN BY:

CHECKED BY:

SHEET TITLE

DATE DESCRIPTION

CONSULTANTS

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

E

21 3 4 5 6

D

C

B

A

D

C

B

11/25/15

B4 JAMB DETAIL

1:5 KEYED ON WINDOW SHEETA603 A521

D5 PARAPET DETAIL

1:5XX A521

C5 HEAD DETAIL

1:5A603 A521

B5 SILL DETAIL

1:5A603 A521

A5 SECTION DETAIL

1:5A322 A521

08 41 13.24

07 92 00.01

03 30 00.02

03 30 00.05

07 92 00.01

08 41 13.06

07 92 00.01

07 71 13.01

05 41 00.01

07 24 00.01

06 16 43.01

07 24 00.01

06 16 43.01

09 29 00.21

07 92 00.01

06 10 00.08

07 24 00.01

06 16 43.01

09 29 00.21

07 92 00.01

06 10 00.08

07 92 00.01

03 30 00.02

03 30 00.05

07 24 00.01

07 24 00.18

03 30 00.01

07 24 00.45

06 16 43.01

08 41 13.06

07 92 00.02

07 24 00.45

09 29 00.15

09 29 00.15

07 92 00.02

07 24 00.45

05 41 00.02

08 41 13.01

12 21 23.01

05 41 00.01

07 92 00.02

05 41 00.11

08 11 13.08

08 11 13.02

08 71 00.01

08 11 13.04

07 92 00.01

06 16 43.01

07 24 00.45

07 24 00.01

07 24 00.18

09 29 00.21

07 21 00.09

05 41 00.10

09 29 00.21

07 92 00.01

07 24 00.01

07 24 00.45

06 16 43.01

08 11 13.04

07 92 00.02

07 21 00.09

07 71 13.02

07 54 23.02

07 24 00.45

05 41 00.02

07 92 00.01

08 41 13.01

06 10 00.08

07 24 00.45

06 16 43.01

09 29 00.21

05 41 00.01

07 24 00.01

07 21 00.09

07 24 00.43

07 54 23.27

07 21 00.01

07 21 00.11

WRAP ROOF MEMBRANE OVER

STUD TRACK AND ADHERE TO

SHEATHING ON THE OUTSIDE

FACE OF WALL, LAPPING OVER

FLUID APPLIED MEMBRANE

07 21 00.01

A3 SECTION DETAIL

1:5A325 A521

A1 HEAD DETAIL

1:5A601 A521

07 21 00.11

07 21 00.13

B1 JAMB DETAIL

1:5A601 A521

C4 SEISMIC DETAIL

1:5A513 A521

A4 HEAD DETAIL

1:5A324 A521

08 41 13.01

07 92 00.01

07 24 00.37

07 24 00.01

07 24 00.45

06 16 43.01

B3 SILL DETAIL

1:5A326 A521

12 48 00.01

08 41 13.01

C3 DETAIL @ SOFFIT

1:5A326 A521

D3 HEAD DETAIL

1:5A326 A521

B2 OUTSIDE CORNER

1:5A326 A521

07 42 43.01

07 27 26.01

06 16 43.01

05 41 00.01

07 21 00.09

D4 HEAD DETAIL

1:5A329 A521

09 54 36.01

09 54 36.02

09 54 36.03

06 16 43.01

07 24 00.02

07 24 00.40

07 21 00.09

06 16 43.01

07 24 00.02

07 24 00.40

06 16 43.01

07 24 00.02

07 21 00.09

08 41 13.01

08 41 13.01

09 22 16.01

07 21 00.11

07 24 00.45

07 21 00.09

07 21 00.11

09 22 16.01

07 21 00.09

08 41 13.01

07 26 00.01

07 92 00.01

SEE A3/A521 FOR

BALANCE OF

INFORMATION

REFERENCE KEYNOTES

07 26 00.01

07 21 00.11

08 44 23.01

08 44 23.18

08 41 13.24

08 41 13.40

E2 JAMB DETAIL

1:5A521

08 41 13.01

07 92 00.01

07 24 00.37

07 24 00.01

07 24 00.45

06 16 43.01

09 29 00.21

07 21 00.09

07 21 00.13

07 24 00.37

07 24 00.37

255 300

D1 JAMB @ GATE

1:5A103 A521

05 50 00.50

05 50 00.53

05 50 00.51

05 50 00.52

05 50 00.54

07 24 00.01

05 50 00.57

05 50 00.51

05 50 00.52

07 24 00.01

GATE SECTION

05 50 00.58

05 50 00.58

07 21 00.11

07 95 00.05

05 50 00.59

05 50 00.59

07 54 23.27

07 54 23.02

07 24 00.45

06 16 43.01

07 71 13.03

07 24 00.40

07 24 00.45

07 24 00.45

07 24 00.41

07 24 00.45

07 24 00.01

07 24 00.18

07 92 00.01

X

X

X

X

X

E5 BUILDING APRON

1:5A325 A521

03 30 00.05

03 30 00.27

03 30 00.01 - CAST-IN-PLACE CONCRETE

03 30 00.02 - EXPANSION/ISOLATION JOINT FILLER STRIP

03 30 00.05 - CONTINUOUS BUILDING APRON: 100 THICK, 450 WIDE

1:50 SLOPE

03 30 00.27 - 102 x 102 MW13.3 X MW13.3

05 41 00.01 - STEEL STUD; 152

05 41 00.02 - STEEL TRACK

05 41 00.10 - BOXED HEADER, SEE S505 FOR HEADER/LINTEL

DETAIL

05 41 00.11 - STEEL STUD, SEE S505 FOR STUD DETAIL AT

OPENINGS

05 41 00.20 - 1.092 mm HAT CHANNEL - 2 PER COPING ANCHOR CLIP

05 50 00.50 - GATE - COLUMN HSS 102x102x4.8

05 50 00.51 - GATE - PERIMETER FRAME - HSS 102x51x4.8

05 50 00.52 - GATE - SCREEN INFILL - BAR STOCK - 75x4.8 - 100 OC

05 50 00.53 - GATE - SECURING ANGLE - L 102x76x7.9

05 50 00.54 - GATE - STRIKER PLATE - 3MM THICKNESS

05 50 00.57 - GATE - SELF CLOSING STAINLESS STEEL HINGE

05 50 00.58 - 64x64x4.8 CONT HSS

05 50 00.59 - LINDAPTER HB12-1 BOLT @ 600 OC MAX

06 10 00.08 - 50 THICK PLYWOOD BLOCKING

06 16 43.01 - GLASS-MAT GYPSUM SHEATHING BOARD

07 21 00.01 - 25 FOAM PLASTIC BOARD INSULATION

07 21 00.09 - GLASS FIBER BLANKET INSULATION- R13

07 21 00.11 - SPRAY POLYURETHANE FOAM INSULATION IN BOXED

HEADER

07 21 00.13 - SPRAY POLYURETHANE FOAM INSULATION IN JAMB /

HEADER

07 24 00.01 - 50 EXTERIOR INSULATION AND FINISH SYSTEM

07 24 00.02 - DIRECT APPLIED EXTERIOR FINISH SYSTEM

07 24 00.18 - STARTER TRACK

07 24 00.37 - CUSTOM TRIM, EXTRUDED ALUMINUM

07 24 00.40 - DRIP

07 24 00.41 - SLOPE TO DRAIN

07 24 00.43 - EIFS FINISH COAT

07 24 00.45 - FLUID APPLIED VAPOR PERMEABLE AIR/WATER

RESISTIVE BARRIER

07 26 00.01 - UNDER-SLAB VAPOR RETARDER - SEE S502 FOR

INSTALLATION DETAILS

07 27 26.01 - FLUID APPLIED MEMBRANE AIR BARRIER

07 42 43.01 - ALUMINUM COMPOSITE WALL PANEL- DRY JOINT

SYSTEM

07 42 43.03 - 4 ALUMINIM COMPOSITE PANEL

07 42 43.04 - FACTORY APPLIED SILICONE SEALANT

07 42 43.05 - 10 WEEP HOLE, 600 ON CENTER

07 42 43.06 - FACTORY APPLIED CONTINUOUS ALUMINUM

EXTRUSION

07 42 43.08 - BRIDGE PLATE UNDER ADJACENT PANEL EXTRUSION

07 42 43.09 - SHIM AS REQUIRED

07 42 43.10 - CONTINUOUS EXTRUDED VINYL WIPER GASKET

07 42 43.11 - 150 BRIDGE PLATE BEYOND AT TYPICAL VERTICAL

INTERSECTION

07 42 43.12 - SEAL TAPE

07 42 43.13 - FIELD APPLIED CONTINUOUS FOAM CLOSURE

07 42 43.14 - FIELD APPLIED SEALANT

07 42 43.15 - FASTENER AS SPECIFIED, 600 ON CENTER MAXIMUM

07 42 43.17 - FIELD APPLIED CONTINUOUS ALUMINUM EXTRUSION

07 54 23.02 - THERMOPLASTIC POLYOLEFIN MEMBRANE

07 54 23.27 - 16 COVER BOARD

07 62 00.02 - CONTINUOUS CLEAT

07 71 13.01 - MANUFACTURED ROOF COPING

07 71 13.02 - COPING ANCHOR CLIP

07 71 13.03 - CONTINUOUS CLEAT

07 92 00.01 - BACKER ROD AND SEALANT

07 92 00.02 - SEALANT

07 95 00.05 - EXTERIOR ARCHITECTURAL JOINT SYSTEM -

PREFORMED CELLULAR FOAM

08 11 13.02 - EXTERIOR DOOR

08 11 13.04 - EXTERIOR STEEL FRAME

08 11 13.08 - JAMB ANCHOR

08 41 13.01 - ALUMINUM FRAMED STOREFRONT SYSTEM

08 41 13.06 - SILL FLASHING. SET IN BED OF SEALANT.

08 41 13.24 - ALUMINUM BRAKE METAL TRIM

08 41 13.40 - SLIP CONNECTION AT BRAKE METAL JOINT COVER

08 44 23.01 - STRUCTURAL-SEALANT-GLAZED CURTAIN WALL

SYSTEM

08 44 23.18 - RETAINER CLIP

08 71 00.01 - DOOR HINGE

08 90 00.01 - ARCHITECTURAL LOUVER - 3000 WIDE BY 2000 HIGH -

SEE C1/A521 AND A604.

09 22 16.01 - GYPSUM BOARD CEILING ON GRID SUSPENSION

SYSTEM

09 29 00.15 - U-BEAD

09 29 00.21 - GYPSUM WALLBOARD, TYPE-X

09 54 36.01 - LINEAR WOOD CEILING SYSTEM

09 54 36.02 - BLACK ACOUSTIC BLANKET

09 54 36.03 - PERIMETER TRIM

12 21 23.01 - ROLLER SHADE

12 48 00.01 - FLOOR MAT, SEE DETAIL B2/I613

23 00 00.02 - MECHANICAL DUCT

A2 HORIZONTAL JOINT

1:2.5TYPICAL A521

C2 INSIDE CORNER

1:2.5TYPICAL A521

07 42 43.12

07 42 43.08

07 42 43.09

07 42 43.15

07 42 43.04

07 42 43.10

07 42 43.11

07 42 43.06

07 42 43.05

07 42 43.06

07 42 43.04

07 42 43.03

07 27 26.01

07 42 43.06

07 42 43.03

07 27 26.01

07 42 43.14

07 42 43.17

07 42 43.06

07 42 43.13

07 42 43.03

07 42 43.04

07 42 43.06

07 27 26.01

07 71 13.01

07 62 00.02

07 71 13.02

07 54 23.02

WRAP ROOF

MEMBRANE OVER

STUD TRACK AND

ADHERE TO

SHEATHING ON THE

OUTSIDE FACE OF

WALL, LAPPING OVER

UNDERLAYMENT

D2 PARAPET

1:2.5TYPICAL A521

C1 LOUVER DETAILS

1:10A326 A521

07 92 00.01

23 00 00.02

07 24 00.01

07 24 00.18

05 41 00.01

08 90 00.01

07 71 13.0105 41 00.20

07 54 23.02

07 54 23.02

07 54 23.27

06 16 43.01

07 24 00.45

07 24 00.01

A521

EXTERIOR DETAILS

AGOYO

PARRILL

11/25/15 ADDENDUM 2

REV

ISSUE: 10.15.15 - Submittal 3

PROJECT NO: 08-0110.001

CAD DWG FILE: 08-0110-A521.dwg

DRAWN BY:

CHECKED BY:

SHEET TITLE

DATE DESCRIPTION

CONSULTANTS

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

E

21 3 4 5 6

D

C

B

A

D

C

B

P M

HermanA Image

HermanA Text Box 11.25.15