addendum - berkeley, california · 2019-08-21 · addendum 2 august 20, 2019 page 2 of 2 mechanical...

ADDENDUM Addendum No. 2

August 20, 2019

PROJECT: Live Oak Community Center Seismic Upgrade + Renovation OWNER: City of Berkeley

SPECIFICATION: #19-11320-C

ARCHITECT: ELS Architecture and Urban Design

Description:The following items are additions, revisions or clarifications to the bid set drawings Plan check 1 set latest revision date July 15, 2019 with Addendum 1 revisions dated 8/12/2019. This is an “instructional” addendum and these changes are not shown on any other drawings referenced, unless specifically noted. ARCHITECTURAL DRAWINGS SheetA601–Schedules‐Doors

1. Door Schedule – Revise door 002 to HM door and frame. Pair of doors to have full height weatherproof louvers, lever hardware/lock, anodized aluminum rain drip over door, weatherstripping and aluminum offset threshold.

2. Door Schedule – Add door schedule note 9 to clarify that “9. Swinging Gates type GG at 001 and 003 are framed out of ignition resistant wood similar to fencing. Construction to be 3x6 framing with 1x6 flat boards attached, with diagonal bracing. Provide gate heavy duty hinges appropriately sized for weight and size of gate, with keyed lock/ and drop bolt. Provide swivel gate wheels under gate.”

3. Door Schedule – At door schedule note 10 to clarify that “10. Rolling gate type S is framed out of ignition resistant wood similar to fencing. Construction to be 3x6 framing with 1x6 flat boards attached, with diagonal bracing. Provide (2) aluminum fence mounted gate tracks (2) with keyed lock/ and drop bolt. Provide v groove wheels and track.”

SheetA801ExteriorDetails1. 6/A801 Equipment Screen at Roof – Modify clearance at bottom of screen to provide 8”

clearance between shingle roof and siding. (in lieu of 1’-6”) SheetA805ExteriorDetails

2. 2/A805 – Enlarge size of mechanical equipment pad and enclosure 6’ to provide clearances shown around the larger equipment shown on 2/M202 Mechanical Enlarged Plan, Addendum 1.

STRUCTURAL DRAWINGS FRPShopDrawingsprovidedbySimpsonStrongTie,dated 8-14-2019 attached, provided for reference only.

Addendum 2 August 20, 2019 of 2

MECHANICAL DRAWINGS M003MechanicalEquipmentSchedules

1. Modify equipment serving Lobby 101 - see attached revised sheet M201MechanicalFloorPlans

1. Sheet Notes – Add sheet note 4 to read “4.AllexposedductworkatFiresideRoom104,TotRoom105andCraftsRoom106tobeSpiralStraightDuct,EmpowerAirTechnologiesorequal,galvanizedsteelconstruction,exposedmetalfinish.”

2. Sheet Notes – Add sheet note 5 to read “5.Provideanchoredsleepersatrooftoppiping”. See attached ASK – 001 Conduit/Piping Mounting at Roof for detail of anchorage.

3. Key Note 20 – Modify note to clarify structural framing requirements shown in italics to read “Provide (N) ceiling mounted ductless split indoor fan coil cassette unit with all associated appurtenances.Modifyexistingframingatexistingmezzanineandprovidenewframingtoaccommodatethesizeoftheunitwithintheexistingmezzanineornewmezzanineframing.SSDformoreinformation.”

4. Key Note 21 – changed to not used. 5. 1/M201 - Modify equipment serving Lobby 101 - see attached revised sheet

M203Mechanicalroofplan1. Modify equipment serving Lobby 101 - see attached revised sheet 2. Sheet Notes – Add sheet note 4 to read “4.Provideanchoredsleepersatrooftoppiping

M205MechanicalSections1. Modify equipment serving Lobby 101 - see attached revised sheet

M301MechanicalPipingDiagram1. Modify equipment serving Lobby 101 - see attached revised sheet

M403ControlDiagram1. Modify equipment serving Lobby 101 - see attached revised sheet

M501MechanicalDetails1. Modify equipment serving Lobby 101 - see attached revised sheet

ELECTRICAL DRAWINGS E112PowerPlanNewRoof

1. Sheet Notes – Add sheet note 7 to read “7. Provide anchored sleepers at roof top conduit”. See attached ASK – 001 Conduit/Piping Mounting at Roof dated 8/20/2019 for detail of anchorage.

E114PowerPlanNewRoof1. Sheet Notes – Add sheet note 3 to read “3.Provideanchoredsleepersatrooftopconduit”.

See attached ASK – 001 Conduit/Piping Mounting at Roof for detail of anchorage. See E112 for additional rooftop conduit scope of work.”

E502Details1. Detail added for conduit mounting.

E602Details1. Panel schedule updated to omit FCU 8.

PLUMBING DRAWINGS P201–PlumbingNewWorkPlan

1. Sheet Notes – Add sheet note 4 to read “4.AtFCU5,FCU6andFCU7providedrainsinmezzanine.”

2. PipingforFCU8eliminated.P202–PlumbingNewWorkEnlargedPlans

1. Sheet Notes – Add sheet note 10 to read “10.Provideanchoredsleepersatrooftoppiping”.See attached ASK – 001 Conduit/Piping Mounting at Roof for detail of anchorage.

P404Details1. Detail added for pipe mounting.

END OF NARRATIVE

Vince Taboada

Text Box

ASK-001 els 08/20/2019 Live Oak Community Center Renovation

Vince Taboada

Rectangle

Vince Taboada

Group

Vince Taboada

Line

Vince Taboada

Group

Vince Taboada

Line

Vince Taboada

Group

Vince Taboada

Line

Vince Taboada

Group

Vince Taboada

Line

Vince Taboada

Group

Vince Taboada

Line

Vince Taboada

Group

Vince Taboada

Line

Vince Taboada

Group

Vince Taboada

Line

Vince Taboada

Snapshot

Vince Taboada

Text Box

(E) T&G ROOF DECK

Vince Taboada

PolyLine

Vince Taboada

Text Box

ASPHALT SHINGLE ROOF ASSEMBLY (TPO SIMILAR)

Vince Taboada

PolyLine

Vince Taboada

PolyLine

Vince Taboada

Text Box

WATERPROOF MEMBRANE

Vince Taboada

PolyLine

Vince Taboada

Line

Vince Taboada

Text Box

GSM FLASHING AT ASPHALT SHINGLE ROOF, TPO MEMBRANE AT TPO ROOF

Vince Taboada

PolyLine

Vince Taboada

Text Box

REDWOOD 2X SLEEPER @ 8'-0" O.C. MAX

Vince Taboada

PolyLine

Vince Taboada

Text Box

CONT. SEALANT AT ALL PENETRATIONS

Vince Taboada

Text Box

CONDUIT, OR PIPING (SEE ELEC / PLUMBING DRAWINGS)

Vince Taboada

Line

Vince Taboada

Snapshot

Vince Taboada

Snapshot

Vince Taboada

Text Box

2x4 BLOCKING AS REQUIRED

Vince Taboada

Text Box

WOOD SCREW, TYP., 1/4" THROUGH PLYWD SHEATHING

Vince Taboada

Text Box

HEAT WELD / SEALANTE LAP

Vince Taboada

Text Box

EQUIPMENT SUPPORT BRACKET

Vince Taboada

Text Box

CONDUIT / PIPING MOUNTING AT ROOF

FRP SYSTEM NOTESPART 1 GENERAL

1.01 DESCRIPTION

A. This specification section shall define the minimum requirements of the externally bonded composite strengthening

system.

1.02 REFERENCES

A. General

1. The latest reference edition available on the day of bid invite shall be used for all standards.

B. American Concrete Institute (ACI)

1. ACI 440.7R, Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening

Unreinforced Masonry Structures

2. ACI Repair Application Procedures (RAP) No. 1 through No. 7

C. American Society for Testing and Materials (ASTM)

1. ASTM D3039, Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials

2. ASTM D4263, Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method

3. ASTM D4541, Standard Test Method for Pull-Off Strength for Coatings Using Portable Adhesion Testers

4. ASTM D7522, Standard Test Method for Pull-Off Strength for FRP Bonded to Concrete Substrate

5. ASTM D7565, Standard Test Method for Determining Tensile Properties of Fiber Reinforced Polymer Matrix

Composites Used for Strengthening of Civil Structures

6. ASTM E84, Standard Test Method for Surface Burning Characteristics of Building Materials

D. ICC Evaluation Service (ICC-ES)

1. AC125, Acceptance Criteria for Concrete and Reinforced and Unreinforced Masonry Strengthening using Externally

Bonded Fiber-Reinforced Polymer (FRP) Composite Systems

2. AC178, Acceptance Criteria for Inspection and Verification of Concrete and Reinforced and Unreinforced Masonry

Strengthening using Fiber-Reinforced Polymer (FRP) Composite Systems

1.03 SUBMITTALS

A. Manufacturers' Product Data

1. Current ICC Evaluation Service Report for the proposed materials.

2. Technical data sheets for materials to be used.

3. Safety data sheets (SDS) for each material component.

4. Installation instructions, including temperature restrictions, moisture limitations, surface preparation methods, curing

times, and finish requirements.

B. Calculations and Drawings

1. Design calculations and shop drawings for the composite system shall be compliant with ACI 440.7R and must be

stamped and signed by Civil or Structural Engineer registered in the state that the project site resides in.

2. Shop drawings, at a minimum, must detail the necessary surface preparation, composite system to be used, number

of layers, locations, end details, primary fiber direction, and finish requirements.

C. Applicator Qualification

1. Written documentation from the composite system manufacturer that the contractor has completed the

manufacturer's training program and has been trained to install the proposed system.

1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. All products shall be delivered, stored, and handled according to the manufacturer's recommendations.

B. Materials shall be clearly labeled and delivered in factory-sealed containers with manufacturing dates and shelf lives

easily identifiable.

C. Materials shall be stored in a protected area free of moisture and UV exposure, with temperatures between 45°F and

95°F.

PART 2 PRODUCTS

2.01 FRP COMPOSITE STRENGTHENING SYSTEM

A. The FRP composite strengthening system has been preapproved and shall be a Composite Strengthening

System™ supplied by Simpson Strong-Tie®, Inc., 5956 W. Las Positas

Boulevard, Pleasanton, CA 94588, Phone: 925.560.9000, Fax: 925.847.1605.

1. Fabric

a. CSS-CUGF27: Code listed, unidirectional glass fabric.

2. Epoxy Adhesive

a. CSS-ES: Epoxy saturant and primer.

3. Epoxy Paste

a. CSS-EP: Epoxy paste and filler.

b. CSS-ES thickened with fumed silica: Epoxy paste and filler.

c. FX-702: Oven-Dried Rounded Silica Filler.

4. Coating

a. FX-207: Slurry Seal.

PART 3 EXECUTION OF WORK

3.01 SURFACE PREPARATION

A. Surfaces to be wrapped shall be clean, sound, and free of standing water at time of application. All dust, laitance, grease,

curing compounds, and other foreign materials that may hinder the bond must be removed before installation.

B. Cracked substrates with cracks wider than 0.01 inch must be pressure injected with epoxy prior to FRP installation.

C. Existing concave and convex surfaces (including mortar joints) must be filled/transitioned with epoxy paste or a suitable

repair mortar. To repair voids, CSS-EP or CSS-ES thickened with fumed silica may be extended with FX-702 at no more

than a 1:1 ratio by volume.

3.02 SURFACE MOUNTED APPLICATION

A. Verify ambient and masonry surface temperatures are between 45°F and 95°F.

B. Apply two coats of epoxy primer using a nap roller, allowing the first coat to soak in for several minutes when using

fabrics.

C. Apply epoxy paste where minor surface defects are present, to fill in masonry joints and apply a thin layer where all FRP

will be installed.

D. Allow the primer and/or paste to become tacky to the touch before applying the saturated fabric.

E. When manually saturating fabric, precut sheets to required length using heavy duty shears before saturating with hand

rollers. If mechanically saturating fabric with rollers, cut sheets using heavy duty shears either before or after they go

through the epoxy bath. In both cases, ensure full fabric saturation is achieved.

F. Apply the saturated fabric to the installation surface and remove entrapped air using hand pressure, rollers, or trowels.

G. Apply additional layers as necessary to meet the project requirements, ensuring each layer is firmly adhered to the

previous layer.

H. Feather all fabric seams/edges with epoxy paste.

I. Confirm that intimate contact between composite system and substrate will be maintained throughout the curing process.

J. Apply finish coating after full epoxy cure, lightly sanding epoxy surfaces before installation.

3.03 QUALITY CONTROL

A. Field Monitoring

1. The work performed in the preceding sections of Part 3 of this specification will be field monitored by the Owner's

Special Inspection Agency and will be paid for by the owner. The surface preparation shall be checked immediately

before application of the composite system materials. Periodic inspection shall be provided during the application

process.

2. The special inspector shall create daily reports that document the following:

a. Date and time of installation.

b. Ambient temperature, relative humidity, and weather conditions.

c. Substrate surface temperature and dryness.

d. Surface preparation method.

e. Surface cleanliness description.

f. Fabric batch numbers.

g. Epoxy batch numbers, mix ratios, and mixing times.

h. Application locations.

i. Conformance with installation procedures.

j. Location and size of any delaminations/voids identified or repaired.

3. For fabric systems, the contractor shall create a minimum of two material sample sets daily. Each set will consist of

two 12 in. by 12 in. panels made of two layers of saturated fabric and the sets shall be taken at different times during

the working shift so that it is representative of maximum variances in material/site conditions. Prepare samples on a

flat, level surface covered with heavy-duty vinyl (or similar). Prime vinyl with epoxy saturant, place saturated layers,

and apply a top coat of epoxy saturant. Samples shall be cured at the site under the same environmental conditions

as the production work they represent and must be marked with sample date, time, epoxy/fabric batch numbers, and

installation locations.

B. Field Testing

1. Adhesion Tests

a. Pull-off tests shall be conducted in accordance with ASTM D7522 and/or ASTM D4541 and performed on flat

surfaces. 3 tests shall be executed on each type of substrate or surface preparation method used, with a

minimum of 3 tests per 1000 square feet of surface area covered. Testing shall be done on an area adjacent to

strengthening locations with substrate, surface preparation, and orientation (i.e. overhead, vertical, etc.) that

are representative of that being strengthened. Before pull-off tests are performed, the composite system shall

be allowed to reach full cure.

b. Adhesion tests shall exhibit failure in the masonry substrate.

C. Lab Testing

1. Tension Tests

a. General

i. Lab tension tests are only required when structural performance criteria is specified.

ii. Tension tests shall be performed to verify the tensile strength, strain, and modulus of the composite

strengthening system based on the nominal layer thickness reported on the manufacturer's data sheet and

used in the design calculations.

iii. The composite tensile properties used in the design calculations must be lower than the average of the test

results unless calculations are performed with the reported average tensile properties show that the

strengthening requirements are satisfied.

b. Fabric Systems

i. One panel from a minimum of 15% of all sample sets shall be selected for tension testing performed in

accordance with ASTM D7565 and/or ASTM D3039.

D. Defects

1. Small delaminations less than 2 square inches are acceptable so long as the delaminated area is less than 5% of

the total laminate area and there are no more than 10 such delaminations per 10 square feet.

2. Large delaminations greater than 25 square inches shall be locally cut away and a new material shall be applied

with an equivalent number of layers and sufficient development length overlaps.

3. Delaminations between 2 square inches and 25 square inches shall be injected with epoxy or replaced, depending

on the size, number of delaminations, and locations.

E. Remedial Measures

1. If the composite tensile properties used in the design calculations are higher than the average of the laboratory test

results, design calculations shall be resubmitted, showing that the target design performance has been achieved. If

this is not the case, additional layers shall be applied until the target design performance is reached.

JOB NO.

SHEET:

SCALE:

DATE:

NAME:

Ple

asa

nto

n, C

A 9

45

88

59

56

W

. L

as P

osita

s B

lvd

.

SIM

PS

ON

S

TR

ON

G-T

IE

, C

O. IN

C.

TH

ER

E IS

N

O E

QU

AL

Te

l: (8

00

) 9

99

-5

09

9

RE

VIS

IO

NS

NO

.D

AT

E

Fa

x: (9

25

) 8

47

-1

59

77

We

b site

: w

ww

.stro

ng

tie

.co

m

OF SHEETS

DE

SIG

N D

OC

UM

EN

TS

B

Y:

DA

TE

O

F D

OC

UM

EN

TS

(D

.O

.D

.):

BE

RK

EL

EY

, C

A 9

47

04

13

01

S

HA

TT

UC

K A

VE

ES-190405C

FRP

N.T.S.

B.E.

08-14-2019

LIV

E O

AK

C

OM

MU

NIT

Y C

EN

TE

R

61

ID

A S

TR

UC

TU

RA

L E

NG

IN

EE

RS

07

/2

3/2

01

9

EXP: 6/30/2020

08/15/2019

6 7 8 9 9 6 10 119 15 9

D.6

E

F

G

G.1

I

H

G.4

1

3

D.9

.

FOUNDATION - PARTIAL PLAN

N

(N) FRP AT LINE D.9, TYP.

WHEN WALL THICKNESS VARIES,

PROVIDE REPAIR MORTAR RAMP PER

DETAIL A ON THIS SHEET, FOR

HORIZONTAL FRP APPLICATION, TYP.

A

4,5,6

(E) 12" WALL AT PILASTER

FRP STRENGTHENING

(E) 8" WALL BETWEEN PILASTER

DETAIL A

(FOR HORIZONTAL STRIPS APPLICATIONS)

PROVIDE REPAIR MORTAR

RAMP WHERE THICKNESS OF

THE WALL VARIES (1:3 RATIO)

JOB NO.

SHEET:

SCALE:

DATE:

NAME:

Ple

asa

nto

n, C

A 9

45

88

59

56

W

. L

as P

osita

s B

lvd

.

SIM

PS

ON

S

TR

ON

G-T

IE

, C

O. IN

C.

TH

ER

E IS

N

O E

QU

AL

Te

l: (8

00

) 9

99

-5

09

9

RE

VIS

IO

NS

NO

.D

AT

E

Fa

x: (9

25

) 8

47

-1

59

77

We

b site

: w

ww

.stro

ng

tie

.co

m

OF SHEETS

DE

SIG

N D

OC

UM

EN

TS

B

Y:

DA

TE

O

F D

OC

UM

EN

TS

(D

.O

.D

.):

BE

RK

EL

EY

, C

A 9

47

04

13

01

S

HA

TT

UC

K A

VE

ES-190405C

FRP

N.T.S.

B.E.

08-14-2019

LIV

E O

AK

C

OM

MU

NIT

Y C

EN

TE

R

62

ID

A S

TR

UC

TU

RA

L E

NG

IN

EE

RS

07

/2

3/2

01

9

EXP: 6/30/2020

08/15/2019

6 7 8 9 9.6 10 119.15.9

D.6

D.9

E

F

G

G.1

I

H

G.4

LEVEL 2 - PARTIAL PLAN

N

(N) FRP AT LINE D.9, TYP.

WHEN WALL THICKNESS VARIES,

PROVIDE REPAIR MORTAR RAMP PER

DETAIL A ON THIS SHEET, FOR

HORIZONTAL FRP APPLICATION, TYP.

A

1

3

(E) 12" WALL AT PILASTER

FRP STRENGTHENING

PROVIDE REPAIR MORTAR

RAMP WHERE THICKNESS OF

THE WALL VARIES (1:3 RATIO)

(E) 8" WALL BETWEEN PILASTER

DETAIL A

(FOR HORIZONTAL STRIPS APPLICATIONS)

4,5,6

JOB NO.

SHEET:

SCALE:

DATE:

NAME:

Ple

asa

nto

n, C

A 9

45

88

59

56

W

. L

as P

osita

s B

lvd

.

SIM

PS

ON

S

TR

ON

G-T

IE

, C

O. IN

C.

TH

ER

E IS

N

O E

QU

AL

Te

l: (8

00

) 9

99

-5

09

9

RE

VIS

IO

NS

NO

.D

AT

E

Fa

x: (9

25

) 8

47

-1

59

77

We

b site

: w

ww

.stro

ng

tie

.co

m

OF SHEETS

DE

SIG

N D

OC

UM

EN

TS

B

Y:

DA

TE

O

F D

OC

UM

EN

TS

(D

.O

.D

.):

BE

RK

EL

EY

, C

A 9

47

04

13

01

S

HA

TT

UC

K A

VE

ES-190405C

FRP

N.T.S.

B.E.

08-14-2019

LIV

E O

AK

C

OM

MU

NIT

Y C

EN

TE

R

63

ID

A S

TR

UC

TU

RA

L E

NG

IN

EE

RS

07

/2

3/2

01

9

EXP: 6/30/2020

08/15/2019

F

7899.1

OPEN

OPENOPEN

OPEN OPEN

OPEN

D.9 E

STEP 1: IN-PLANE SHEAR STRENGTHENING

HORIZONTAL FRP - ELEVATION AT GRID D.9

SECTION A

HORIZONTAL FRP STRENGTHENING, TYP.

0'-8

"

F

(E) CONC. SOG

0 - 1/2" GAP, TYP.

A

4

LEVEL 1

ROOF

+25' - 0"

APPLY 2 LAYERS OF CSS-CUGF27

(2-SIDES), 25" WIDE STRIPS @ 41" MAX.

O.C., ORIENTED HORIZONTALLY, TYP.

FIBER DIRECTION, TYP.

5'-6"

10

'-7

"

12

'-2

"1

0'-3

"

12

'-2

"1

0'-3

"

(E) WALL

10

'-7

"

5'-6"

NOTE:

IF STEEL IS TO COME IN CONTACT WITH CARBON FIBER, GLASS

FABRIC SHOULD BE USED AS A DIELECTRIC BARRIER.

JOB NO.

SHEET:

SCALE:

DATE:

NAME:

Ple

asa

nto

n, C

A 9

45

88

59

56

W

. L

as P

osita

s B

lvd

.

SIM

PS

ON

S

TR

ON

G-T

IE

, C

O. IN

C.

TH

ER

E IS

N

O E

QU

AL

Te

l: (8

00

) 9

99

-5

09

9

RE

VIS

IO

NS

NO

.D

AT

E

Fa

x: (9

25

) 8

47

-1

59

77

We

b site

: w

ww

.stro

ng

tie

.co

m

OF SHEETS

DE

SIG

N D

OC

UM

EN

TS

B

Y:

DA

TE

O

F D

OC

UM

EN

TS

(D

.O

.D

.):

BE

RK

EL

EY

, C

A 9

47

04

13

01

S

HA

TT

UC

K A

VE

ES-190405C

FRP

N.T.S.

B.E.

08-14-2019

LIV

E O

AK

C

OM

MU

NIT

Y C

EN

TE

R

64

ID

A S

TR

UC

TU

RA

L E

NG

IN

EE

RS

07

/2

3/2

01

9

EXP: 6/30/2020

08/15/2019

F

7899.1

OPEN

OPENOPEN

OPEN OPEN

OPEN

STEP 2: OUT-PLANE FLEXURAL STRENGTHENING

VERTICAL FRP - ELEVATION AT GRID D.9

SECTION A

VERTICAL FRP STRENGTHENING, TYP.

0'-8"

F

(E) CONC. SOG

0 - 1/2" GAP, TYP.

A

5

LEVEL 1

ROOF

+25' - 0"

5'-6"

10'-7"

12'-2"

10'-3"

12'-2"

10'-3"

(E) WALL

D.9 E


APPLY 1 LAYER OF CSS-CUGF27

(2-SIDES), 5" WIDE STRIPS @ 27" MAX.

O.C., ORIENTED VERTICALLY, TYP.

10'-7"

5'-6"

NOTES:

1. STRIPS ON STEP 1 ARE NOT SHOWN FOR CLARITY

2. IF STEEL IS TO COME IN CONTACT WITH CARBON FIBER,

GLASS FABRIC SHOULD BE USED AS A DIELECTRIC BARRIER.

JOB NO.

SHEET:

SCALE:

DATE:

NAME:

Ple

asa

nto

n, C

A 9

45

88

59

56

W

. L

as P

osita

s B

lvd

.

SIM

PS

ON

S

TR

ON

G-T

IE

, C

O. IN

C.

TH

ER

E IS

N

O E

QU

AL

Te

l: (8

00

) 9

99

-5

09

9

RE

VIS

IO

NS

NO

.D

AT

E

Fa

x: (9

25

) 8

47

-1

59

77

We

b site

: w

ww

.stro

ng

tie

.co

m

OF SHEETS

DE

SIG

N D

OC

UM

EN

TS

B

Y:

DA

TE

O

F D

OC

UM

EN

TS

(D

.O

.D

.):

BE

RK

EL

EY

, C

A 9

47

04

13

01

S

HA

TT

UC

K A

VE

ES-190405C

FRP

N.T.S.

B.E.

08-14-2019

LIV

E O

AK

C

OM

MU

NIT

Y C

EN

TE

R

65

ID

A S

TR

UC

TU

RA

L E

NG

IN

EE

RS

07

/2

3/2

01

9

EXP: 6/30/2020

08/15/2019

F

7899.1

OPEN

OPENOPEN

OPEN OPEN

OPEN

D.9 E

STEP 3: IN-PLANE FLEXURAL STRENGTHENING

VERTICAL FRP - ELEVATION AT GRID D.9

SECTION A

F

(E) CONC. SOG

FILL CORNERS WITH PASTE,

2" MIN. RADIUS, TYP.

LEVEL 1

ROOF

+25' - 0"

(E) WALL

NOTES:

1. STRIPS ON STEP 1 & 2 ARE NOT SHOWN FOR CLARITY

2. IF STEEL IS TO COME IN CONTACT WITH CARBON FIBER,

GLASS FABRIC SHOULD BE USED AS A DIELECTRIC BARRIER.

9'-8" 2'-8 1/2"3'-9 1/2" 5'-9" 6'-0" 6'-3" 9'-8"5'-6"

2 LAYERS OF CSS-CUGF27, 25" WIDE

STRIP, APPLIED ON BOTH FACES OF

THE WALL, ORIENTED VERTICALLY




1 LAYER OF CSS-CUGF27, 12.5" WIDE















0 - 1/2" GAP, TYP.


24" M

IN

.

EX

TE

NS

IO

N, T

YP

.

11'-8"

0" M

IN

. E

XT

EN

SIO

N, T

YP

.

0" MIN. EXTENSION, TYP.

FRP STRENGTHENING, TYP.

FX-207 COATING (40MILS), FULLY COVER ALL

FRP FABRIC, TYP.

COVERAGE WITH FX-207

A

6

FRP STRENGTHENING, TYP.

24" M

IN

. E

XT

EN

SIO

N, T

YP

.

0 - 1/2" GAP, TYP.

JOB NO.

SHEET:

SCALE:

DATE:

NAME:

Ple

asa

nto

n, C

A 9

45

88

59

56

W

. L

as P

osita

s B

lvd

.

SIM

PS

ON

S

TR

ON

G-T

IE

, C

O. IN

C.

TH

ER

E IS

N

O E

QU

AL

Te

l: (8

00

) 9

99

-5

09

9

RE

VIS

IO

NS

NO

.D

AT

E

Fa

x: (9

25

) 8

47

-1

59

77

We

b site

: w

ww

.stro

ng

tie

.co

m

OF SHEETS

DE

SIG

N D

OC

UM

EN

TS

B

Y:

DA

TE

O

F D

OC

UM

EN

TS

(D

.O

.D

.):

BE

RK

EL

EY

, C

A 9

47

04

13

01

S

HA

TT

UC

K A

VE

ES-190405C

FRP

N.T.S.

B.E.

08-14-2019

LIV

E O

AK

C

OM

MU

NIT

Y C

EN

TE

R

66

ID

A S

TR

UC

TU

RA

L E

NG

IN

EE

RS

07

/2

3/2

01

9

EXP: 6/30/2020

08/15/2019

CU

1

CU

3

50

LOCATION

90.0

OUTDOOR CONDENSING UNIT OF SOCIAL HALL SCHEDULE

90.0 96 35

EQUIP.I.D.

MOCP

AMPS

REFRIGERANT COOLING COILSERVICE NO.

TYPE

TYPE

HEAT PUMP

MIN. COOLINGCAPACITY, MBH

R410A

GAS LINECONN.

IN.

LIQUIDLINE

CONN.

IN.

COMPRESSOR DATA

TYPE QUANTITY

1 3/83/4 1INVERTERHERMETIC

NOTES:

REFERTO

DRAWING

MIN. HEATINGCAPACITY, MBH

AMBIENTAIR TEMP

°F

CAPACITYCONTROL

%

80

AMPS

MANUFACTURER ORAPPROVED EQUAL

CARRIER

1. PROVIDE ELECTRICAL DISCONNECT SWITCH.

2. PROVIDE REFRIGERANT PIPING COMPLETE WITH INSULATION PER MANUFACTURER'S RECOMMENDATION ON SIZES AND ACCESSORIES.

3. PROVIDE CONCRETE HOUSEKEEPING PAD, SUPPORTS AND SEISMIC RESTRAIN AS PER CODE REQUIREMENTS.

SCROLL

HEATING AND

COOLING COILS

50HEAT PUMP 90.0 R410A 1 3/83/4 1INVERTERHERMETIC

REFERTO

DRAWING

90.0 96 80 35HEATING AND

COOLING COILS

CARRIER

SCROLL

MCA OPERATINGWEIGHT

LBS

485

485

REMARKS

SEENOTESBELOW

SEENOTESBELOW

REFRIGERANT

R-410A

R-410A

REFRIGERANT

LBS

26.8

23

TYPE AMOUNT

FCU

6

FCU

7

FCU

5

FCU

4

FCU

3

FCU

2

FCU

1

VRF SYSTEM (FAN COIL INDOOR UNIT) SCHEDULE

EQUIP.I.D.

REFRIGERANT COIL DATATYPE


NOTES:


TOTAL SENSIBLE

48 46

DB WB DB WB

76 65 55 53 48

DB DB

70 85

CFM CFM

1440 NA

MAXIMUM CIRCUITAMPS @

208V/3PH/60HZ

AMPS

15

MOCP @208V/3PH/60HZ

AMPS

4

AIR FILTER

CLEANABLE

FILTER

LBS

420

REMARKS

SEENOTESBELOW


CARRIER

36 34 76 65 55 53 38 70 85 1050 NA 15 4 CLEANABLE

FILTER

420 SEENOTESBELOW

CARRIER

36 34 76 65 55 53 38 70 85 1050 NA 15 4 CLEANABLE

FILTER

420 SEENOTESBELOW

CARRIER

60 58 76 65 55 53 66 70 85 1750 NA 15 5 CLEANABLE

FILTER

450 SEENOTESBELOW

CARRIER

12 9 76 65 55 53 13.5 70 85 700 NA 15 2.0 CLEANABLE

FILTER

13.2 SEENOTESBELOW

CARRIER

12 10 76 63 55 53 13.5 70 85 460 NA 15 0.9 CLEANABLE

FILTER

13.2 SEENOTESBELOW

CARRIER

19 14 76 63 55 53 21.5 70 85 700 NA 15 2 CLEANABLE

FILTER

13.2 SEENOTESBELOW

CARRIER

AREA

SERVE

CLASSROOM(104)

ROOFTOPHEAT PUMP

UNIT

ENT. AIR

TEMP. °FLVG. AIR

TEMP. °F

ENT. AIR

TEMP. °FLVG. AIR

TEMP. °F

SUPPLY AIR

FLOW RATE

OUTDOOR AIR

FLOW RATE

MAX.OPERATING

WEIGHT

CLASSROOM(104a)

ROOFTOPHEAT PUMP

UNIT

CLASSROOM(105)

ROOFTOPHEAT PUMP

UNIT

CLASSROOM

(106)

ROOFTOPHEAT PUMP

UNIT

CASSETTE

CASSETTE

ADMINROOM(119)

1. VRF SYSTEM SHALL BE HEAT PUMP.

2. PROVIDE WIRED PROGRAMMABLE THERMOSTAT AND ELECTRICAL DISCONNECT SWITCH.

3. PROVIDE REFRIGERANT PIPING COMPLETE WITH INSULATION PER MANUFACTURER'S RECOMMENDATION ON SIZES AND ACCESSORIES.

4. PROVIDE CONDENSATE DRAIN PIPING COMPLETE WITH INSULATION.

5. PROVIDE SUPPORTS AND SEISMIC RESTRAIN AS PER LATEST EDITION OF SMACNA AND CALIFORNIA MECHANICAL CODE REQUIREMENTS.

ADMINROOM(120)

RECEPTIONROOM(115)

CASSETTE

CU

2

LBS

2 X 78026

LOCATION

288.0

CLASSROOM VRF SYSTEM (CONDENSING UNIT) SCHEDULE

320.0 96 2 X 70

OPERATINGWEIGHT

REMARKSEQUIP.I.D.

SEENOTESBELOW

MINIMUM POWERSUPPLY @

208V/3PH/60HZ

KW

REFRIGERANT COOLING COILSERVICE FCUNO.

FCU-1 TO FCU-8

TYPE

TYPE

HEAT PUMP


R410A

GAS LINECONN.

IN.

LIQUIDLINE

CONN.

IN.

COMPRESSOR DATA

TYPE QUANTITY

1 3/83/4 2INVERTERDRIVEN

NOTES:1. PROVIDE ELECTRICAL DISCONNECT SWITCH.2. PROVIDE REFRIGERANT PIPING COMPLETE WITH INSULATION PER MANUFACTURER'S RECOMMENDATION ON SIZES AND ACCESSORIES.3. PROVIDE CONCRETE HOUSEKEEPING PAD, SUPPORTS AND SEISMIC RESTRAIN AS PER CODE REQUIREMENTS.

REFERTO

DRAWING


AMBIENTAIR TEMP

°F

CAPACITYCONTROL

%

80

MINIMUM CIRCUITAMPS @

208V/3PH/60HZ

AMPS


CARRIER

A

22

2

2

e saurchitec uretrban design

SHEET NUMBER:

PROJECT NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

201320.21

ARCHITECT:ELS Architecture & Urban Design2040 Addison StreetBerkeley, CA 94704TEL: 510.549.2929

STRUCTURAL ENGINEER:IDA STRUCTURAL ENGINEERS, INC1629 TELEGRAPH AVENUE, SUITE 300OAKLAND, CA 94612TEL: (510) 834-1629

MECHANICAL,ELECTRICAL AND

PLUMBING ENGINEERS:YEI ENGINEERS, INC.7677 OAKPORT ST. SUITE 200OAKLAND, CA 94621TEL: (510) 383-1050

CIVIL ENGINEERS:BKF ENGINEERS300 FRANK OGAWA PLAZA, #380OAKLAND, CA 94612TEL: (510) 899-7300

PROJECT TEAM:

STAMP:

PERMIT SET

MECHANICALEQUIPMENT SCHEDULES

M003

04/22/19

CITY OF BERKELEY

PUBLIC WORKS DEPARTMENT

LIVE OAKCOMMUNITY

CENTERUPGRADE

1947 CENTER STREET, 4TH FL

BERKELEY, CA 94704

1301 Shattuck Ave

Berkeley, CA 94704

M30258

S

TA T E OF CA L IFORNIA

RE

GIS

TE

RE

DPROFESSIONA

LEN

GIN

EE

R

ME C H A N I C A

L

PA

TR

I CK R . M A L

LI L

LI N

REVISION

NUMBER DATE DESCRIPTION

A 07/15/19 PLAN CHECK 1SET

2 08/20/19 ADDENDUM 2

FA

CP

FA

AF

AA

B

D

E

F

G

H

I

D.6

G.4

G.1

6 7 8 9 10 11

9.1 9.66.2

CF

1

104

FIRESIDE

ROOM

102

THEATER

103

THEATER

LOBBY

105

TOT ROOM

106

CRAFTS

ROOM

111

KITCHEN

112

WOMEN'S RM

113

MEN'S RM

114

SOCIAL HALL

110

JANITOR

109

STORAGE101

LOBBY

108

STORAGE

107

HALLWAY

115

RECEPTION

118

HALLWAY116

WOMEN'S RM

117

MEN'S RM

119

ADMIN

120

ADMIN

121

STORAGE

20

20

1

CF

11

20

EF

14 5

T

(N) MULTISTAGE EF CONTROL SWITCH

T

T

T

T

CU

1

CU

2

FCU

7

FCU

6

FCU

5

AT 2ND FLR, SEE 4/M202

AT 2ND FLR, SEE 3/M202

A

M204

11

12

EF

2

B

M204

25 26

A1

460A1

460

7

8 8

7

8

9

10

RG & RL

RG & RL 13

1617RG & RL

RG & RL 15 (TYP)

23

23

RG & RL 17

23

T23

23

T

24

RG & RL 19

RG & RL 18

23

T

23

T T

RC

1

RC

2

1 2 3 4

5

12"ø SA

RG&RL PIPING UP AND CONNECT TO EACH ROOFTOP FCU. SEE SHEET M203

22

22

22

M202

2

B1

1240A1

460

A1

460

B1

1240 A1

460

B1

1240 A1

460

A3

580

B2

2300 A3

580

14"ø SA 12"ø SA 12"ø SA 12"ø SA 12"ø SA 16"ø SA 16"ø SA

A

C

27

2

M205

1

M205

A3

580A3

5807 A2

230

A2

230

A2

230A2

230

A2

230

A2

230

111

RESTROOM

B4

50

B4

50

B4

50

6"ø

EA

6"ø

EA

25 26

C1

M202

1

D9

2 2 2 2

C

M204

CU

3

RG & RL 14

A

33

1

A1

390

10"ø SA

TRANSFER GRILLE18"x12"

2


SHEET NUMBER:

PROJECT NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

201320.21






KEY PLAN:

PROJECT TEAM:

STAMP:

PERMIT SET

MECHANICAL FLOORPLANS

M201

04/22/19

CITY OF BERKELEY


LIVE OAKCOMMUNITY

CENTERUPGRADE


BERKELEY, CA 94704

1301 Shattuck Ave

Berkeley, CA 94704

1/8" = 1'-0"1MECH - LEVEL 1 NEW WORK

SHEET NOTES:

1. REFER TO DRAWING M001 FOR MECHANICAL GENERAL NOTES, ABBREVIATION AND LEGEND.

2. CONTRACTOR SHALL REPAIR ALL SURFACES DAMAGED OR AFFECTED BY THE DEMOLITION OPERATIONS WITH FINISH TO MATCH EXISTING CONDITION.

3. CONTRACTORS SHALL DISPOSE ALL DEMOLISHED EQUIPMENT, PIPING, ASSOCIATED ACCESSORIES AND MATERIALS OFF PROJECT SITE. NO DEMOLISHED EQUIPMENT AND/OR MATERIALS SHALL BE TURNED OVER TO THE DISTRICT, COUNTY OR OTHER GOVERNMENT AGENCY.

4. ALL EXPOSED DUCTWORK AT FIRESIDE ROOM 104, TOT ROOM 105 AND CRAFTS ROOM 106 TO BE SPIRAL STRAIGHT DUCT, EMPOWER AIR TECHNOLOGIES OR EQUAL, GALVANIZED STEEL CONSTRUCTION, EXPOSED METAL FINISH.

5. PROVIDE ANCHORED SLEEPERS AT ROOF TOP PIPING

N

1

2

3

4

6

7

9

5

10

11

12

13

14

8

KEY NOTES:

PROVIDE (N) FIVE BLADE CEILING FAN WITH COMPLETE CONTROL, SUPPORT AND SEISMIC BRACING.

PROVIDE (N) ROOFTOP REFRIGERANT FAN COIL UNIT ON THE ROOF, COMPLETE WITH CONTROLS, REFRIGERANT PIPING (RG/RL), DRAIN PIPING, SUPPORTS, FRESH AIR DUCTWORK AND SEISMIC BRACING, ROOF CURB AND ALL OTHER ASSOCIATED APPURTENANCES. SEAL AND FLASH WATERTIGHT.

REMOVE AND REPLACE (E) FURNACE GAS TYPE WITH (N) HEATING AND COOLING COILS HEAT PUMP WITH COMPLETE CONTROL, SUPPORTS AND SEISMIC BRACING.

PROVIDE (N) ROOF EXHAUST FAN (REF-1) WITH COMPLETE CONTROL, SUPPORTS AND ROOF CURB ON THE ROOF.

PROVIDE (N) 14”X14” EA DUCT RISER UP TO REF-1 @ ROOF COMPLETE WITH EXHAUST AIR GRILLE FITTINGS AND SUPPORTS.

PROVIDE (N) ROOFTOP FCU HEAT PUMP WITH COMPLETE CONTROL, REFRIGERANT PIPING (RG/RL), DRAIN PIPING, SUPPORTS, FRESH AIR DUCTWORK AND SEISMIC BRACING.

PROVIDE (N) 16”X16” SA DUCT RISER UP TO ROOFTOP FCU @ ROOF WITH FITTINGS AND SUPPORTS.

PROVIDE (N) 16”X16” RA DUCT RISER UP TO ROOFTOP FCU @ ROOF WITH RETURN AIR GRILLE FITTINGS AND SUPPORTS.


PROVIDE (N) 20”X20” RA DUCT RISER UP TO ROOFTOP FCU @ ROOF WITH RETURN AIR GRILLE FITTINGS AND SUPPORTS.

PROVIDE (N) VRF OUTDOOR CONDENSING UNIT SHALL BE SUPPORTED BY A CONCRETE BASE EXTENDING NOT LESS THAN 3” ABOVE ADJOINING GRADE. FOR DETAIL REFER TO STRUCTURAL DRAWING 12/S005.

PROVIDE (N) VRF OUTDOOR CONDENSING UNIT (HEAT PUMP) SHALL BE SUPPORTED BY A CONCRETE BASE EXTENDING NOT LESS THAN 3” ABOVE ADJOINING GRADE. FOR DETAIL REFER TO STRUCTURAL DRAWING 12/S005.

REFRIGERANT PIPING TO VRF OUTDOOR HEAT PUMP, COMPLETE W/ FLOOR MOUNTED RG & RL PIPE SUPPORTS AND WITH ALL ASSOCIATED APPURTENANCES.

REFRIGERANT PIPING TO OUTDOOR HEAT PUMP, COMPLETE W/ FLOOR MOUNTED RG & RL PIPE SUPPORTS AND WITH ALL ASSOCIATED APPURTENANCES.

15

17

18

19

20

21

22

23

24

25

26

REFRIGERANT PIPING TO ROOFTOP FCU HEAT PUMP ON THE ATTIC SPACE FLOOR, COMPLETE W/ FLOOR MOUNTED RG & RL PIPE SUPPORTS AND WITH ALL ASSOCIATED APPURTENANCES. FOR PIPE SIZE REFER TO SHEET M301.

RG & RL PIPE RISERS W/MIN 2 WALL-MOUNT GALV STL PIPE SUPPORTS TOP AND BOTTOM.

REFRIGERANT PIPING TO HEATING AND COOLING COILS (HEAT PUMP), COMPLETE W/ FLOOR MOUNTED RG & RL PIPE SUPPORTS AND WITH ALL ASSOCIATED APPURTENANCES.

REFRIGERANT PIPING TO HEATING AND COOLING COILS (HEAT PUMP), COMPLETE W/ HANGERS AND CHANNEL STRUT SUPPORTS. THE EXPOSED LINES IN THE SOCIAL HALL SHALL BE ROUTED ON THE SOUTH SIDE OF THE BEAM WITH ALL ASSOCIATED APPURTENANCES. FOR PIPE SIZE REFER TO SHEET M301.

REFRIGERANT PIPING TO FAN COIL CASSETTE UNITS, COMPLETE W/ HANGERS AND CHANNEL STRUT SUPPORTS. THE EXPOSED LINES IN THE SOCIAL HALL SHALL BE ROUTED ON THE SOUTH SIDE OF THE BEAM WITH ALL ASSOCIATED APPURTENANCES. FOR PIPE SIZE REFER TO SHEET M301.

PROVIDE (N) CEILING MOUNTED DUCTLESS SPLIT INDOOR FAN COIL CASSETTE UNIT WITH ALL ASSOCIATED APPURTENANCES. MODIFY EXISTING FRAMING AT EXISTING MEZZANINE AND PROVIDE NEW FRAMING TO ACCOMMODATE THE SIZE OF THE UNIT WITHIN THE EXISTING MEZZANINE OR NEW MEZZANINE FRAMING. SSD FOR MORE INFORMATION.

NOT USED.

FOR DRAIN PIPING SEE PLUMBING DRAWING.

LOW VOLTAGE WIRED CONTROLLER THERMOSTAT FOR FAN COIL UNIT. MOUNT ON WALL AT 48” A.F.F. SET AT 70 DEG.F.

LOW VOLTAGE WIRED CONTROLLER THERMOSTAT FOR HP-1 AND HP-2 COILS. MOUNT ON WALL AT 48" A.F.F.

PROVIDE (N) CEILING FAN INCLUDING WITH EXHAUST AIR GRILLE, CEILING SUPPORT, EXHAUST DUCT UP TO ROOF, AND CONTROL SYSTEM, OCCUPIED SENSOR WITH ALL ASSOCIATED APPURTENANCES.

PROVIDE 6ø EXHAUST DUCTWORK FROM CEILING MOUNTED EXHAUST FAN UP TO ROOF AND 3 FEET ABOVE THE ROOF WITH CAP.

REUSE (E) KITCHEN HOOD AT NEW LOCATION AND PROVIDE ALL (N) DUCTWORK CONNECTION FROM (E) ROOF KITCHEN HOOD IN THE MENTIONED LOCATION.

27

M30258

S


RE

GIS

TE

RE

DPROFESSIONA

LEN

GIN

EE

R

ME C H A N I C A

L

PA

TR

I CK R . M A L

LI L

LI N

REVISION



A1 07/17/19 UPDATE A1

1 08/12/19 ADDENDUM 1

2 08/20/19 ADDENDUM 2

16

A

A1A1

BID ALTERNATE KITCHEN OPTION(SEE 5/M202 FOR BASE BID KITCHEN OPTION)

A1

BID ALTERNATE KITCHEN OPTION

A1

1

2

2

B

D

E

F

G

H

I

D.6

G.4

G.1

6 7 8 9 10 11

9.1 9.66.2

FCU

31 2 1 2 1 2

7

6

1 2

9

8

A

M204

3 4 5

EF

1

B

M204

1 2 3 4 5

7

6

7

6

12

FCU

1

FCU

2

FCU

4

18"

36"

36"

18"11 TYP

A

C10 10 10

RG&RL PIPING UP FROM BELOW ROOF. CONNECT TO EACH ROOFTOP FCU. SEE SHEET M201 FOR CONTINUATION

2

M205

13

D9

(E) EXHAUST FANA

14 14 14 14

15A

AAAA


SHEET NUMBER:

PROJECT NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

201320.21






PROJECT TEAM:

STAMP:

PERMIT SET

MECHANICAL ROOFPLAN

M203

04/22/19

CITY OF BERKELEY


LIVE OAKCOMMUNITY

CENTERUPGRADE


BERKELEY, CA 94704

1301 Shattuck Ave

Berkeley, CA 94704

1/8" = 1'-0"1MECHANICAL ROOF PLAN NEW WORK

SHEET NOTES:

1. REFER TO DRAWING M001 FOR MECHANICAL GENERAL NOTES, ABBREVIATION\ AND LEGEND.


3. CONTRACTORS SHALL DISPOSE ALL DEMOLISHED EQUIPMENT, PIPING, ASSOCIATED ACCESSORIES AND MATERIALS OFF PROJECT SITE. NO DEMOLISHED EQUIPMENT AND/OR MATERIALS SHALL BE TURNED OVER TO THE DISTRICT, COUNTY OR OTHER GOVERNMENT AGENCY.

4. PROVIDE ANCHORED SLEEPERS AT ROOF TOP PIPING.

KEY NOTES:

PROVIDES (N) ROOFTOP OF REFRIGERANT FAN COIL UNIT, WITH COMPLETE CONTROL, REFRIGERANT PIPING (RG/RL), DRAIN PIPING, SUPPORTS, FRESH AIR DUCTWORK AND SEISMIC BRACING WITH ALL OTHER ASSOCIATED APPURTENANCES

PROVIDE (N) ROOFTOP CURB ON (N) ROOF OPENING .SEAL AND FLASH WATERTIGHT WITH ALL ASSOCIATED APPURTENANCES.

PROVIDE (N) ROOFTOP CURB ON (N) ROOF OPENING FOR EF-1 .SEAL AND FLASH WATERTIGHT WITH ALL ASSOCIATED APPURTENANCES.

PROVIDE (N) ROOF EXHAUST FAN (EF-1) WITH COMPLETE CONTROL, SUPPORTS AND ROOF CURB ON THE ROOF WITH ALL ASSOCIATED APPURTENANCES.

PROVIDE (N) 14”X14” EA DUCT RISER UP TO EF-1 @ ROOF COMPLETE WITH FITTINGS AND SUPPORTS AND ALL ASSOCIATED APPURTENANCES.


PROVIDE (N) 16”X16” RA DUCT RISER UP TO ROOFTOP FCU @ ROOF WITH EXHAUST AIR GRILLE FITTINGS, SUPPORTS AND ALL ASSOCIATED APPURTENANCES.

PROVIDE (N) 20”X20” SA DUCT RISER UP TO ROOFTOP FCU @ ROOF WITH FITTINGS, SUPPORTS AND ALL ASSOCIATED APPURTENANCES.

PROVIDE (N) 20”X20” EA DUCT RISER UP TO ROOFTOP FCU @ ROOF WITH EXHAUST AIR GRILLE FITTINGS AND SUPPORT WITH ALL ASSOCIATED APPURTENANCES.

REFRIGERANT PIPING ON THE ROOF TO ROOFTOP FAN COILS UNITS (HEAT PUMP). COMPLETE W/ ROOF MOUNTED RG&RL PIPE SUPPORTS AND WITH ALL ASSOCIATED APPURTENANCES. SEE M301 FOR PIPE SIZE.

FAN COIL UNIT CLEARANCE AREA.

PROVIDE 6ø EXHAUST DUCTWORK FROM CEILING MOUNTED EXHAUST FAN UP TO ROOF AND 3 FEET ABOVE THE ROOF WITH CAP.

PROVIDE 6ø EXHAUST DUCTWORK FROM CEILING MOUNTED EXHAUST FAN UP TO ROOF AND 3 FEET ABOVE THE ROOF WITH CAP. PROVIDE (N) ROOF CURB WITH MANUFACTURED FLASHING.

REFER TO M003 FAN COIL UNITS SCHEDULE FOR AREA SERVED.

REFER TO M002 EXHAUST FANS SCHEDULE FOR AREA SERVED.

1

2

3

4

5

6

N

7

8

9

10

11

12

13

M30258

S


RE

GIS

TE

RE

DPROFESSIONA

LEN

GIN

EE

R

ME C H A N I C A

L

PA

TR

I CK R . M A L

LI L

LI N

REVISION



2 08/20/19 ADDENDUM 2

14

15

A

2

2

LEVEL 1+0' - 0"

THEATER MEZZ+9' - 8"

ROOF+25' - 0"

EFGHI G.4 G.1 D9

FCU

6

FCU

5

FCU

7

RG/RLRG/RL, AC

M501

1 TYPICAL CASSETTE TYPE FCU DETAIL

RG/RL INSIDE MEZZANINE

A

A

A

1

LEVEL 1+0' - 0"

THEATER MEZZ+9' - 8"

7 8 9 10 119.1 9.6

A

M204

FCU

1

FCU

2

FCU

3

FCU

4

A1

460

A1

460

A1

460

A1

460A1

460

A1

460

A3

580

A3

580

A3

580

A3

580

A2

230

A2

230

A2

230

A2

230A2

230

A2

230

14"ø SA 12"ø SA

16"ø SA

12"ø SA 12"ø SA

16"ø SA

12"ø SA 12"ø SA

16"ø SA

16"ø SA 16"ø SA20"ø SA

C

M204

B2

2300

B1

1240B1

1240

B1

1240 VD (TYP)

AAAA

2


SHEET NUMBER:

PROJECT NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

201320.21






PROJECT TEAM:

STAMP:

PERMIT SET

MECHANICAL SECTIONS

M205

04/22/19

CITY OF BERKELEY


LIVE OAKCOMMUNITY

CENTERUPGRADE


BERKELEY, CA 94704

1301 Shattuck Ave

Berkeley, CA 94704

1/4" = 1'-0"1MECHANICAL SECTION

1/4" = 1'-0"2MECHANICAL SECTION

A

M30258

S


RE

GIS

TE

RE

DPROFESSIONA

LEN

GIN

EE

R

ME C H A N I C A

L

PA

TR

I CK R . M A L

LI L

LI N

REVISION



1 08/12/19 ADDENDUM 1

2 08/20/19 ADDENDUM 2

MMY-MAP1206HT9P-UL MMY-MAP1206HT9P-UL MMY-AP240S6HT9P-UL

FCU-1

Rooftop Unit Indoor Unit

40QQ-036AAA3-0A0

FCU-2


40QQ-036AAA3-0A0

FCU-3


40QQ-036AAA3-0A0

FCU-4


40QQ-060AAA3-0A0

RBM-BY105UL

RBM-BY105UL

RBM-BY205UL

FCU-5

4-Way Cassette Type

MMU-AP0122H2UL

FCU-6

4-Way Cassette Type

MMU-AP0122H2UL

RBM-BY55UL

FCU-7

4-Way Cassette Type

MMU-AP0212H2UL

RBM-BY55UL

RBM-BY305UL

FCU

6

FCU

7

FCU

5

FCU

4

FCU

3

FCU

2

FCU

1

CU

2

CU

1

3/8" RL

3/8" RL

B2

3/8" RL

1/2" RL

B2

3/8" RL

5/8" RL

B1

1/4" RL

1/4" RL

B33/8" RL

3/8" RL

B3

5/8" RL

3/8" RL

B03/4" RL

5/8" RG

5/8" RG

5/8" RG

7/8" RG

5/8" RG

1-1/8" RG

3/8" RG

3/8" RG

5/8" RG

5/8" RG

1-1/8" RG

5/8" RG

1-3/8" RG

2


SHEET NUMBER:

PROJECT NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

201320.21






PROJECT TEAM:

STAMP:

PERMIT SET

MECHANICAL PIPINGDIAGRAM

M301

04/22/19

CITY OF BERKELEY


LIVE OAKCOMMUNITY

CENTERUPGRADE


BERKELEY, CA 94704

1301 Shattuck Ave

Berkeley, CA 94704

NTS1MECHANICAL PIPING DIAGRAM

M30258

S


RE

GIS

TE

RE

DPROFESSIONA

LEN

GIN

EE

R

ME C H A N I C A

L

PA

TR

I CK R . M A L

LI L

LI N

REVISION



2 08/20/19 ADDENDUM 2

INTERNET

9

CU

1

FCU

1

4

1

42

FCU

2

FCU

3

FCU

4

FCU

5

FCU

7

CONTROL WIRING (TYP)

CONTROLWIRING (TYP)

4

1

4

1

4

1

FCU

6

4

2

4

2

2

8

ETHERNET CABLE (CAT 6)

INTERNET CABLE

7

E

POWER SUPPLY 120 VAC

6

1 1 1 1 1 1 1 1 1

6

CU

1EF

1

SF

1

CU

1

SF

1

FCU

1

FCU

2

FCU

3

FCU

4

FCU

5

FCU

6

FCU

7

NOTE:

1. PROVIDE PELICAN WIRELESS EXTENDED RANGE REPEATERS (MIN. 2) TO MAINTAIN STRONG COMMUNICATION SIGNAL TO ALL THERMOSTATS, CONTORLLERS AND ETHERNET GATEWAY.


SHEET NUMBER:

PROJECT NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

201320.21






PROJECT TEAM:

STAMP:

PERMIT SET

CONTROL DIAGRAM

M403

04/22/19

CITY OF BERKELEY


LIVE OAKCOMMUNITY

CENTERUPGRADE


BERKELEY, CA 94704

1301 Shattuck Ave

Berkeley, CA 94704

NTS1VRV HEAT PUMP FCU/CU SYSTEM CONTROL DIAGRAM

NTS2HVAC CONTROL SYSTEM ARCHITECTURE

KEY NOTES:

24V THERMOSTAT INTERFACE MODULE SUPPLIED BY CARRIER VRV PUMP MANUFACTURER. INSTALL INSIDE THE ROOFTOP FAN COIL UNIT. COMPLY WITH MANUFACTURER INSTALLATION INSTRUCTION.

24V THERMOSTAT INTERFACE MODULE SUPPLIED CARRIER VRV PUMP MANUFACTURER. INSTALL ABOVE CEILING AS NEAR AS POSSIBLE TO CEILING CASSETTE FAN COIL UNIT. COMPLY WITH MANUFACTURER INSTALLATION INSTRUCTION.

24V THERMOSTAT INTERFACE MODULE SUPPLIED CARRIER VRV PUMP MANUFACTURER. INSTALL ABOVE CEILING AS NEAR AS POSSIBLE TO WALL MOUNTED FAN COIL UNIT. COMPLY WITH MANUFACTURER INSTALLATION INSTRUCTION.

CONNECT 24V THERMOSTAT INTERFACE MODULE TO ROOM WALL MOUNTED PELICAN THERMOSTAT COMPLETE WITH CONTROL WIRING AND CONDUIT.

NOT USED.

PELICAN – PEARL ECONOMIZER CONTROLLER COMPLETE WITH ELECTRICAL PANEL, IDENTIFICATION, CONTROL WIRING, SUPPORTS AND ASSOCIATED APPURTENANCES.

PELICAN – ETHERNET GATEWAY

HIGH-SPEED INTERNET ROUTER.

PELICAN-Z8 CONTROLLER COMPLETE WITH ELECTRICAL PANEL, IDENTIFICATION, CONTROL WIRING, SUPPORTS AND ASSOCIATED APPURTENANCES.

1

2

3

4

5

6

7

8

M30258

S


RE

GIS

TE

RE

DPROFESSIONA

LEN

GIN

EE

R

ME C H A N I C A

L

PA

TR

I CK R . M A L

LI L

LI N

REVISION



2 08/20/19 ADDENDUM 2

9

A

A

A

2

ROD STIFFENER (TYP.)

HEXAGON JAM NUT WITH

WASHER FACE, TOP AND

BOTTOM (TYP.)

GASKET (TYP.)

14 GAUGE G.I. SHEET METAL

STRAP @ 1 1/2" WIDE

INSULATION (WHERE REQUIRED)

RIGID DUCT

CHANNEL TRANSVERSE BRACE

CHANNEL LONGITUDINAL BRACE

1/2" x 1 1/4" HEX HEAD CAP SCREWS

& CHANNEL NUTS (TYP.)

ADJUSTABLE HINGE (TYP.)

DETAILS SHOWN ARE SIMILAR FOR NON-BRACED ROUND DUCT SUPPORT WITH BRACING

OMITTED.

NOTE:

ALL THREADED ROD

1.

(2) 3/8"ø THRU BOLT, LOCK WASHER AND NUT

SUPERSTRUT A-1200 CHANNEL

PROVIDE SUPPORTS 5'-6" MAX. ON CENTERAND AT EVERY CHANGE OF DIRECTION

PIPING WITH INSULATION AS SPECIFIED

BOLT AND NUT

6"x6" REDWOOD SLEEPER SHAPEDAS REQUIRED FOR PITCH/SLOPE.SET IN FULL COVERAGE MASTIC

MASTIC

PIPE CLAMP SUPERSTRUT 702

PROVIDE CARBON STEEL SHEETMETAL PIPE SHIELD OVERALUMINUM JACKET AT SUPPORTSSIMILAR TO SUPERSTRUT C-790.

6-1/2"øx3" LONG LAG BOLTS

(E) GROUND FLOOR

ADJUSTABLELIFT 22 IN.

NTS4TYPICAL BRANCH DUCT

NTS2TYPICAL FLEXIBLE DUCT CONNECTION

NTS3ROUND DUCT HANGER AND BRACING DETAIL

NTS5TYPICAL DUCT FITTINGS

NTS1TYPICAL CASSETTE TYPE FCU DETAIL

NTS7TYPICAL ROUND DUCT SUPPORT

NTS8TYPICAL REFRIGERANT PIPE OUTDOOR SUPPORT DETAIL

1

2

3

2

1

2

2

45°

4"

45°

2" MINIMUM

W

R=2W

45°

D

R=1.25D(SUPPLY OR RETURN)

BRANCH DUCT

(SUPPLY OR RETURN)

MAIN DUCT

BRANCH DUCT

(SUPPLY OR RETURN)

VD

(SUPPLY OR RETURN)

MAIN DUCT

BRANCH DUCT

VD

MAIN DUCT

BRANCH DUCT

MAIN DUCT

2" 2"

REFER TO SMACNA, HVAC DUCT CONSTRUCTION STANDARDS.

NOTE:

30° MAX ONCONTRACTIVE FLOW

30° MAX ONCONTRACTIVEFLOW

U-STRIP (TYP.)

SHEET METAL

COLLAR (TYP.)STEEL ANGLE

DUCT (TYP.)

SCREW @ 6" O.C.

INSULATIONOUTLINE OF DUCT

CANVAS CONNECTOR

@6" O.C.

FLEXIBLE DUCT

BOLT & NUT

CENTERLINE R=3W/2STD RADIUS ELBOWDETAIL 90°

R=1.25D

2" X 16 GAUGE20

3/16" X 2"

1/8" X 2"

1/8" X 1-1/2"

OVER 60

60

40

2" X 18 GAUGE10

STRAPLOAD RATEDFASTENER

STRAP

3/8" ALLTHREADED ROD

SHEET METAL SCREWOR POP RIVETS

ROUND DUCTS

20

OVER 60

60

40

SEE NOTE 4 BELOW10

SEE NOTE 5 BELOW

SEE NOTE 5 BELOW

SEE NOTE 6 BELOW

SEE NOTE 7 BELOW

48

84

60

1-1/2" X 1-1/2" X 1/8"36

2" X 2" X 1/8"

2" X 2" X 1/8"

2" X 2" X 1/8" 3/8"

1/4"

5/16"

1/4"

1" X 1" X 1/8"

1" X 1" X 1/8"

1" X 1" X 1/8"

1" X 1" X 1/8"

1"x16 GA (2) SEISMICSWAY BRACINGSTRAP

1"x16 GA (2)SEISMIC SWAYBRACING STRAP

NUT WITH WASHER(TYP. OF 2)

(TYP)

(TYP.)

INSTALL ROD STIFFENERWHEN LENGTH EXCEEDSTHE SCHEDULE LENGTH:

1/2

5/8

7/8

3/4

3/8

31

43

37

19

25

KEY NOTES:

1. SPACED VERTICALLY NOT MORE THAN 12' ON CENTERS.

2. SPACED HORIZONTALLY NOT MORE THAN 10' ON CENTERS.

3. SPACED NOT MORE THAN 8' ON CENTERS.

4. SAME GAUGE AS GALV. STEEL DUCT, 1" WIDE; OR NO. 18 GAUGE GALV. STEEL WIRE ON 10' CENTERS.

5. SAME GAUGE AS GALV. STEEL DUCT, 1" WIDE; OR NO. 8 GAUGE GALV. STEEL WIRE TIED TO 1" GALV. STEEL BAND AROUND DUCT ON 10' CENTERS.

6. SAME GAUGE AS GALV. STEEL DUCT, 1-1/2" WIDE ON 6' CENTERS.

7. SAME GAUGE AS GALV. STEEL DUCT, 1-1/2" WIDE ON 4' CENTERS.

REFER TO BEAM AND DECK

ATTACHMENTS DETAILS FOR

APPLICABLE CONTINUATION.

REFER TO B-LINE COOPER OR EQUAL

CHANNEL TYPE AND LOAD RATING

BASED ON BEAM SPAN FOR UNIFORM

AND CONCENTRATED LOADING.

VERTICAL

MAX.DUCT ø

IN.

METAL STRAP OR ANGLEBRACKET

(SEE NOTE 1 BELOW)

HORIZONTAL

METAL STRAP OR ANGLEBRACKET

(SEE NOTE 2 BELOW)

TRAPEZE-TYPE SUPPORTS

HORIZONTALSUPPORT ANGLE

(SEE NOTE 3 BELOW)RNDROD

ANGLE

HANGER

ROD SIZE,IN.

MAX. ROD LENGTH,IN.

CEILINGMOUNTEDCASSETTE FANCOIL UNIT

CL

CL

SA SA

RA

CONDENSATE DRAIN PIPE(REFER TO PLUMBINGDRAWINGS)

REFRIGERANTLIQUID PIPE

REFRIGERANTSUCTION PIPE

3/8"ø ALLTHREADED ROD(TYP. OF 4)

HANGER BRACKET(TYP. OF 4)

SPRINGISOLATOR(TYP. OF 4)

CEILING

TYPICAL CASSETTE TYPE FCU WITH SPRING ISOLATORS.DWG

SPRING TYPEVIBRATIONISOLATION

RUBBERIN SHEAR

HANGER ROD OR ASPER MANUFACTURE'SRECOMMENDATION

MAX.DUCT ø

IN.

MAX.DUCT ø

IN.

6PIPING MOUNTING AT ROOFNTS

2


SHEET NUMBER:

PROJECT NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

201320.21






PROJECT TEAM:

STAMP:

PERMIT SET

MECHANICAL DETAILS

M501

04/22/19

CITY OF BERKELEY


LIVE OAKCOMMUNITY

CENTERUPGRADE


BERKELEY, CA 94704

1301 Shattuck Ave

Berkeley, CA 94704

M30258

S


RE

GIS

TE

RE

DPROFESSIONA

LEN

GIN

EE

R

ME C H A N I C A

L

PA

TR

I CK R . M A L

LI L

LI N

A

A

REVISION



2 08/20/19 ADDENDUM 2

A

FA

CP

SBSB TSW

GF

CI

GF

CI

GF

CI

GF

CI

GF

CI

GF

CI

GFCI

GFCI

J

J

GF

CI

JGFCI

J

J

J

J J

GF

CI

GFCI

B

D

E

F

G

H

I

D.6

G.4

G.1

6 7 8 9 10 119.1 9.66.2

PANEL B

LIGHTING CONTROL PANEL

(N) FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM CONTROL PANEL

MAIN SWITCHBOARD

(E) PANEL S

E113

1

E113

2

E113

3

CRAFTS ROOM

106

TOT ROOM

105(E) FIRESIDE ROOM

104THEATER LOBBY

103

(E) THEATER

102

(E) STAGE

137

MAIN LOBBY

101

STORAGE

108

HALLWAY

107

STORAGE

109

KITCHEN

110

(E) WOMEN'S RM

112

(E) MEN'S RM

113

OFFICE

120

STORAGE

121

ADMIN

119

(E) HALLWAY

118

MEN'S RM

117

WOMEN'S RM

116

RECEPTION

115

(E) DRESSING ROOM

136

(E) DRESSING ROOM

135

(E) SOCIAL HALL

114

MANUAL TRANSFER SWITCH

GENERATOR TAP BOX

(N) RESTROOM

111

WH

4

IWH

1

M

M

CU

2

CU

1

M

M

M

FCU

6

FCU

5

FCU

7

STORAGE

109B

1 2 3 4 5

PANEL C

PANEL D

CF

1

CF

2

+42"

1

2

2

2

1

3

3

2

2

4

4

4

12

4

8

8

86

10

6

5

75

75

5 7

9

9

9

13,15 RESTROOM

122

A

C

C - 1,2,3,48#10, 1#10G, 3/4"C

C - 6,8,106#10, 1#10G, 3/4"C

14,16,18

14,16,18 ~

~

~

~

~

~

14,16,18

D - 14,16,183#10, 1#10G, 3/4"C

16

1616

16

16

20

20

D - 202#12, 1#12G, 3/4"C

C - 5,7,16,188#10, 1#10G, 3/4"C

18

M

1,3,5

2,4,6

8,10,12

D - 2,4,63#4, 1#10G, 1"C

D - 8,10,123#4, 1#10G, 1"C

D - 1,3,53#6, 1#10G, 3/4"C

PANEL A 1

2

18

18

20

24

22

22

C - 18,20,22,248#10, 1#10G, 3/4"C

4

4

4

4

4PANEL E

C - 13,152#10, 1#10G, 3/4"C

C - 122#12, 1#12G, 3/4"C

14C - 142#12, 1#12G, 3/4"C

C - 92#12, 1#12G, 3/4"C

7

5 5 5

7

9

9

9

9

9

8

8

38,40,42

8

E - 5,7,8,98#10, 1#10G, 3/4"C

E - 38,40,423#10, 1#10G, 3/4"C

21

14

2

29

29

S

22

8

23

+42"

E - 31,33,353#1, 1#8G, 1-1/4"CE - 37,39,413#4, 1#10G, 1"C

12

12

5

E - 21,234#10, 1#10G, 3/4"C

E - 2,12,296#10, 1#10G, 3/4"C

E - 142#10, 1#10G, 3/4"C D9

GFCIGFCI

GFCI

6

D - 7,9,113#6, 1#10G, 3/4"C

M

GFCI /WP

6

6

6

S 8

S

S

8

8

S

9

7

S

S

10

10

E - 192#12, 1#12G, 3/4"C

ELECTRIC RANGE

KITCHEN HOOD 11

GARBAGE DISPOSAL

A

A

A

A

A

A

A

A

A

A

A

A

12TYP

E112

2 BID ALTERNATE

KITCHEN OPTION(SEE 2/E112 FOR

BASE BID KITCHEN OPTION)

CU

3

7,9,11

M

SD - 262#12, 1#12G, 3/4"C

M

S

A - 92#12, 1#12G, 3/4"C

EF

2

EF

3

1 10

10

E

F

D.6

9 9.1 9.6

D9

GFCI

GFCI

2

2 2 +42"

E - 21,234#10, 1#10G, 3/4"C

GFCI

GFCI+42"

PANEL E

E - 2,12,296#10, 1#10G, 3/4"C

29

21 23

4


SHEET NUMBER:

PROJECT NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

201320.21






PROJECT TEAM:

STAMP:

PERMIT SET

POWER PLAN NEW -LEVEL 1

E112

04/22/19

CITY OF BERKELEY


LIVE OAKCOMMUNITY

CENTERUPGRADE


BERKELEY, CA 94704

1301 Shattuck Ave

Berkeley, CA 94704

1/8" = 1'-0"1POWER PLAN NEW - LEVEL 1

N

SHEET NOTES:

1. SEE SHEET E001 FOR GENERAL NOTES, ABBREVIATIONS, AND LEGEND

2. ALL EQUIPMENT SHOWN ARE NEW, UNO.

3. CONTRACTOR TO MAINTAIN CONTINUITY AND POWER TO UNAFFECTED EQUIPMENT, LOADS, DEVICES, ETC OUTSIDE OF PROJECT BOUNDARIES.

4. SEE DRAWING E611 FOR SINGLE LINE.

5. SEE DRAWING E602 AND E603 FOR PANEL SCHEDULES.

6. ALL EXPOSED CONDUITS SHALL BE GROUPED AND CONDENSED IN ORDERLY MANNER. PROVIDE MOCKUP OF CONDUIT ROUTING FOR ARCHITECTURAL REVIEW PRIOR TO INSTALLATION.

7. PROVIDE ANCHORED SLEEPERS FOR ROOFTOP CONDUITS. SEE DETAIL 5, DWG E502.

KEY NOTES:

RECONNECT (E) LOADS TO (N) PANEL.

PROVIDE (N) RECEPTACLE AT (E) RECEPTACLE LOCATION.

HOME RUN (N) 2#12, 1#12G IN (E) CONDUIT.

SEE SINGLE LINE FOR FEEDER AND RACEWAY REQUIREMENTS. FEEDER CONDUITS TO SWITCHBOARD SHALL BE ROUTED ON ROOF.

PROVIDE CORD REEL DROP DOWN RECEPTACLE. MOUNT ON CEILING.

PROVIDE 60A, NEMA 3R DISCONNECT.

PROVIDE 30A DISCONNECT.

PROVIDE 20A, 3 PHASE MOTOR RATED TOGGLE SWITCH SICONNECT WITHIN SIGHT OF EQUIPMENT. COORDINATE WITH MECHANICAL CONTRACTOR FOR FINAL LOCATIONS

PROVIDE 30A, 2 POLE TOGGLE SWITCH DISCONNECT OF EQUIPMENT.

PROVIDE 20A TOGGLE SWITCH DISCONNECT WITHIN SIGHT OF LOAD EQUIPMENT.

PROVIDE CONNECTION TO RELOCATED KITCHEN HOOD. COORDINATE WITH MECHANICAL CONTRACTOR FOR FINAL LOCATION.

PROVIDE PRINTED IDENTIFICATION DIFFERENTIATING CONTROLLED AND UNCONTROLLED RECEPTACLES. RECEPTACLES SHALL BE CONTROLLED BY SAME OCCUPANCY SENSOR CONTROLLING LIGHTS WITHIN THE SAME ENCLOSED ROOM.

1

2

3

4

5

E14107

S


RE

GIS

TE

RE

DPROFESSIONA

LEN

GIN

EE

R

EL E C T R I C A

L

GE

OR

G E W K C H

EU

NG

REVISION



1 08/12/19 ADDENDUM 1

2 08/20/19 ADDENDUM 2

6

7

8

9

10

11

A12

1/8" = 1'-0"2POWER PLAN NEW - BASE BID KITCHEN

1

1

1

1

12

2

B

D

E

F

G

H

I

D.6

G.4

G.1

6 7 8 9 10 119.1 9.66.2

M M M M

FCU

1

FCU

2

FCU

3

FCU

4

1 2 3 4 5

A

C

D9

D-13,15,173#12, 1#12, 3/4"C

D-19,21,233#12, 1#12, 3/4"C

D-31,33,353#12, 1#12, 3/4"C

C-172#12, 1#12, 3/4"C

GFCI/WP

1

1

1

D-25,27,293#12, 1#12, 3/4"C

12

1

12

12 12

GFCI/WPGFCI/WPGFCI/WP

M

EF

1S

D - 222#120, 1#12G, 3/4"C

2


SHEET NUMBER:

PROJECT NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

201320.21






PROJECT TEAM:

STAMP:

PERMIT SET

POWER PLAN NEW -ROOF

E114

04/22/19

CITY OF BERKELEY


LIVE OAKCOMMUNITY

CENTERUPGRADE


BERKELEY, CA 94704

1301 Shattuck Ave

Berkeley, CA 94704

1/8" = 1'-0"1POWER PLAN NEW - ROOF

N

E14107

S


RE

GIS

TE

RE

DPROFESSIONA

LEN

GIN

EE

R

EL E C T R I C A

L

GE

OR

G E W K C H

EU

NG

REVISION



1 08/12/19 ADDENDUM 1

2 08/20/19 ADDENDUM 2

SHEET NOTES:

1. SEE SHEET E001 FOR GENERAL NOTES, ABBREVIATIONS, AND LEGEND

2. ALL EQUIPMENT SHOWN ARE NEW, UNO.

3. PROVIDE ANCHORED SLEEPERS FOR ROOFTOP CONDUITS. SEE DETAIL 5, DWG E501. SEE E112 FOR ADDITIONAL ROOFTOP CONDUIT SCOPE OF WORK.

KEY NOTES:

PROVIDE 30A, NEMA 3R DISCONNECT.

PROVIDE 20A TOGGLE SWITCH DISCONNECT.

1

A

A

1

2 1

2

GROUNDING CONDUCTORAS SHOWN ON PLAN

GROUND CONNECTORNEMA TWO-HOLE LUG DRILL & TAP2 HOLES FOR 3/8"-16 UNC BOLTS

EXOTHERMIC WELD

FINISHED GRADE

NOTE:GROUND GRID CONNECTORAS SHOWN ON PLAN

COPPER CLAD GROUNDROD 3/4" DIA. x 10' LONG

FINISHED GRADE

2'-0"

GROUND ROD

MARKING ON COVER

PROVIDE "GROUND ROD"

CONNECTOR

ROD-TO-WIRE

PEA GRAVEL FILLED

#4/0 B.S. CUGROUND WIRE

COPPER CLAD STEEL3/4" DIA. X 10' LONG

REINFORCED BOX

GROUND ROD BOX

8 1/2"x 11 3/4" INSIDE

DIM. HIGH DENSITY

18"

2"

3"

6"

24"

MIN

. FR

OM

FIN

AL

GR

AD

E

BEDDING MATERIAL

(AS REQUIRED)

FINAL GRADE

PVC CONDUIT QUANTITY AS NEEDED CONDUITSPACING SHALL BE 3" MIN EDGE TO EDGE

1-6# AWG CU BARESTRANDED GROUND

MAGNETICALLY DETECTABLE WARNING TAPEPLACE A MINIUMUM OF 12" BELOW FINISHEDGRADE

SELECT BACKFILL 95%COMPACTION


SHEET NUMBER:

PROJECT NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

201320.21






PROJECT TEAM:

STAMP:

PERMIT SET

DETAILS

E502

04/22/19

CITY OF BERKELEY


LIVE OAKCOMMUNITY

CENTERUPGRADE


BERKELEY, CA 94704

1301 Shattuck Ave

Berkeley, CA 94704

12" = 1'-0"1DETAIL EQUIPMENT GFROUND CONNECTOR

12" = 1'-0"2DETAIL GROUND ROD

12" = 1'-0"3DETAIL GROUND WELL

12" = 1'-0"4DETAIL - TRENCHING

E14107

S


RE

GIS

TE

RE

DPROFESSIONA

LEN

GIN

EE

R

EL E C T R I C A

L

GE

OR

G E W K C H

EU

NG

REVISION



2 08/20/19 ADDENDUM 2

NTS5DETAIL CONDUIT MOUNTING AT ROOF

2

Ckt.

1

3

5

7

9

11

13

15

17

19

21

23

25

27

29

31

33

35

37

39

41

Panel

Bus

Main

Lugs

NEMA

Description

(E) EXIT LIGHTS

(E) HOUSE LITE DIMMER

SPARE

(E) UNIDENTIFIED

RESTROOM 111 - EXHAUST FAN EF-3

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

Type:

C

H

K

L

M

R

A

100A

100A

---

1

CB

20/1

20/1

20/1

20/1

15/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

Type

L

L

H

Computer

HVAC

Kitchen

Lighting

Misc.

Recept.

Total

Load

200

1000

172

Connected

-

3,688

-

1,351

-

3,060

8,099

Ph.

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

Voltage

KAIC

Location

Mounting

Remark

Load

1080

540

360

151

360

180

360

180

1758

1758

0

Demand

-

4,567

-

1,689

-

3,060

9,316

208/120V, 3PH, 4W

22

STAGE ROOM 137

SURFACE

Type

R

R

R

L

R

R

R

R

H

H

H

=

CB

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/3

Ph.

A

B

C

26

Description

(E) STAGE

SPARE

(E) RECEPT ORCHESTRA PIT

SPARE

(E) RECEPT STAGE SOUTH WALL

SPARE

SPARE

LTG - RM 111, MEZZ NORTH, EXTERIOR ELEC RM

RECP - RM 135

RECP - RM 135 GFCI

RECP - RM 136

RECP - RM 136 GFCI

PANEL HR-1

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

3218

3801

1080

Amps

Ckt.

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

40

42

Ckt.

1

3

5

7

9

11

13

15

17

19

21

23

25

27

29

31

33

35

37

39

41

Panel

Bus

Main

Lugs

NEMA

Description

LIGHTING - RM 104

LIGHTING - RM 105,106

LIGHTING - RM 114

LIGHTING - RM 114

LIGHTING - PERIMETER THEATER

LIGHTING - PERIMETER

(E) BASKETBALL LIGHTS

EMERGENCY LIGHTING UPS

SPARE

SPARE

SPARE

SPARE

SPARE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

Type:

C

H

K

L

M

R

B

225A

225A

---

1

CB

20/1

20/1

20/1

20/1

20/1

20/1

50/3

20/1

20/1

20/1

20/1

20/1

20/1

Type

L

L

L

L

L

L

L

L

L

L

Computer

HVAC

Kitchen

Lighting

Misc.

Recept.

Total

Load

704

880

928

928

156

312

4000

4000

4000

1446

Connected

-

-

-

36,884

-

-

36,884

Ph.

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

Voltage

KAIC

Location

Mounting

Remark

Load

257

72

499

555

1500

1500

5000

5000

5000

84

63

Demand

-

-

-

36,884

-

-

36,884

208/120V, 3PH, 4W

22

ELECTRICAL CLOSET (RECEPTION)

SURFACE

Type

L

L

L

L

L

L

L

L

L

L

L

=

CB

20/1

20/1

20/1

20/1

20/1

20/1

60/3

20/1

20/1

20/1

20/1

20/1

20/1

Ph.

A

B

C

102

Description

LIGHTING - RM 101,103,107, 118

SIGNAGE LIGHTING

LTG - RM 108,109,110,111,112,,113, MECH YD

LIGHTING - RM 115,116,117,119,120,121

NORTH TENNIS LIGHTS

(E) SOUTH TENNIS LIGHTS

(E) TENNIS COURTS

LIGHTING - MEZZANINE WEST

LIGHTING - MEZZANINE EAST

SPARE

SPARE

SPARE

SPARE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

12974

11671

12239

Amps

Ckt.

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

40

42

Ckt.

1

3

5

7

9

11

13

15

17

19

21

23

25

27

29

31

33

35

37

39

41

Panel

Bus

Main

Lugs

NEMA

Description

RECP - RM 119,120

RECP - RM 119

RECP - RM 114

RECP - RM 114

RECP - RM 101,103, H20 FOUNTAIN

FIRE DUCT DETECTOR

WATER HEATER - RM 122

RECP - ROOF

WATER HEATER WH-1- ATTIC

WATER HEATER WH-2 - ATTIC

SPARE

SPARE

SPARE

SPARE

(E) STAGE A.V. CAB

(E) UNIDENTIFIED

(E) UNIDENTIFIED

(E) UNIDENTIFIED

Type:

C

H

K

L

M

R

C

100A

100A

---

1

CB

20/1

20/1

20/1

20/1

20/1

20/1

30/2

20/1

20/2

30/2

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

Type

R

R

R

R

R

R

R

R

R

R

R

R

R

Computer

HVAC

Kitchen

Lighting

Misc.

Recept.

Total

Load

1000

1000

720

540

860

50

2050

2050

720

1000

1000

2000

2000

Connected

-

-

-

-

-

26,750

26,750

Ph.

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

Voltage

KAIC

Location

Mounting

Remark

Load

900

1260

360

1500

1500

500

200

900

180

1140

2080

1140

100

Demand

-

-

-

-

-

18,375

18,375

208/120V, 3PH, 4W

22

ELECTRICAL CLOSET (RECEPTION)

SURFACE

Type

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

=

CB

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

60/3

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

20/1

Ph.

A

B

C

51

Description

RECP - RM 119,120,121

RECP - RM 116,117 ELEC CLOSET, H20 FOUNTAIN

RECP - RM 115

RECP - RM 115

TELE COMM RECP - RM 115

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR PANEL

RECP RM 108, 109, 109B

RECP - EXTERIOR EAST

PANEL HR-2

SUPPLY FAN SF-2 CONTROLLER

SPARE

SPARE

SPARE

SPARE

(E) UNIDENTIFIED

(E) UNIDENTIFIED

(E) UNIDENTIFIED

(E) UNIDENTIFIED

10430

10650

5670

Amps

Ckt.

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

40

42

Ckt.

1

3

5

7

9

11

13

15

17

19

21

23

25

27

29

31

33

35

37

39

41

Panel

Bus

Main

Lugs

NEMA

Description

CU-1

CU-3

FCU-1

FCU-2

FCU-3

FCU-4

SPACE

SPACE

SPACE

Type:

C

H

K

L

M

R

D

225A

225A

---

1

CB

50/3

50/3

15/3

15/3

15/3

15/3

Type

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

Computer

HVAC

Kitchen

Lighting

Misc.

Recept.

Total

Load

4203

4203

4203

4203

4203

4203

481

481

481

481

481

481

481

481

481

481

481

481

Connected

-

66,071

-

-

-

-

66,071

Ph.

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

Voltage

KAIC

Location

Mounting

Remark

Load

5452

5452

5452

5452

5452

5452

591

591

591

240

348

8

Demand

-

68,797

-

-

-

-

68,797

208/120V, 3PH, 4W

22

ELECTRICAL CLOSET (HALLWAY)

SURFACE

Type

H

H

H

H

H

H

H

H

H

H

H

H

H

=

CB

60/3

60/3

20/3

20/1

15/1

15/1

15/1

20/1

20/1

Ph.

A

B

C

191

Description

CU-2

CU-2

FCU-5, FCU--6, FCU-7

SOCIAL HALL - CEILING FAN CF-1, CF-2

HALLWAY 107 - EXHAUST FAN EF-1

(E) RESTROOM 116,117 - EXHAUST FAN

RESTROOM 122 - EXHAUST FAN EF-2

SPARE

SPARE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

22073

22173

21825

Amps

Ckt.

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

36

38

40

42


SHEET NUMBER:

PROJECT NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

201320.21






PROJECT TEAM:

STAMP:

PERMIT SET

PANEL SCHEDULES

E602

04/22/19

CITY OF BERKELEY


LIVE OAKCOMMUNITY

CENTERUPGRADE


BERKELEY, CA 94704

1301 Shattuck Ave

Berkeley, CA 94704

E14107

S


RE

GIS

TE

RE

DPROFESSIONA

LEN

GIN

EE

R

EL E C T R I C A

L

GE

OR

G E W K C H

EU

NG

REVISION



2 08/20/19 ADDENDUM 2

SHEET NOTES:

1. EXISTING LOADS ARE BASED ON AS-BUILT DRAWINGS AND LIMITED FIELD VISITS. LOADS ARE ESTIMATED AND SHALL BE VERIFIED.

2. PROVIDE COMPUTER PRINTED FIELD PANEL SCHEDULE INSERTS

A

A

A

A

2

FA

CP

FA

AF

AA

B

D

E

F

G

H

I

D.6

G.4

G.1

6 7 8 9 10 11

9.1 9.66.2

N

(E) 6" SS

(E) 6" SS

(E) 6" SS

(E) 4" SS

104

FIRESIDE

ROOM

102

THEATER

103

THEATER

LOBBY

105

TOT ROOM

106

CRAFTS

ROOM

133

STORAGE

111

KITCHEN

112

WOMEN'S RM

113

MEN'S RM

114

SOCIAL HALL

110

JANITOR

109

STORAGE

101

LOBBY

108

STORAGE

107

HALLWAY

115

RECEPTION

118

HALLWAY

116

WOMEN'S RM

117

MEN'S RM

119

ADMIN

120

ADMIN

121

STORAGE

(E) MH

(E) MH

P202

1

P203

1

P202

5

P204

1

P204

3

P202

7

P202

2

P202

3

P202

4

P202

6

P203

2

P203

3

P203

4 P204

2

P204

4

P202

8

1 2 3 4 5

(N) 1 1/2" CW, BF@ 287.13' IE

1

4" SS, BF @ 285.0' IE1 COTG

(N) 4" SS, BF

(N) 1 1/2" CW, BF

(N) FCO

1" CD

1" CD

1" CD

CO

CO

A

C

D9

FCU

6

FCU

5

FCU

7

RC

2

RC

1

3

3

3

3 3

3

1%

S

LO

PE

1%

S

LO

PE

A

4

1

1

1

12

E

F

D.6

9

9.1 9.6

D9


SHEET NUMBER:

PROJECT NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

201320.21






PROJECT TEAM:

STAMP:

PERMIT SET

PLUMBING NEW WORKPLAN

P201

04/22/19

CITY OF BERKELEY


LIVE OAKCOMMUNITY

CENTERUPGRADE


BERKELEY, CA 94704

1301 Shattuck Ave

Berkeley, CA 94704

1/8" = 1'-0"1PLUMBING NEW WORK PLAN

SHEET NOTES:

1. SEE SHEET P001 FOR PLUMBING GENERAL NOTES, LEGEND AND ABBREVIATIONS.

2. SEE SHEET P002 FOR PLUMBING SCHEDULES.

3. ALL PLUMBING WORK IS NEW WORK, UNO.

4. AT FCU-5, FCU-6 AND FCU-7, PUMP CONDENSATE TO CD PIPING IN MEZZANINE AND RUN CD PIPING DOWN IN-WALL TO LAVATORY DRAIN TAILPIECE.

KEY NOTES:

REFER TO CIVIL DRAWINGS FOR PIPING CONTINUATION.

3/4" CD PIPING RISER FROM MECHANICAL EQUIPMENT ON ROOF. REFER TO SHEET P205 FOR PIPING RISER CONTINUATION.

REFER TO MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT INFORMATION.

REFER TO DRAWING P204 FOR PLUMBING NEW WORK SCOPE BID ALTERNATE.

REFER TO DRAWINGS 2/P201 AND 2/P205 FOR PLUMBING NEW WORK SCOPE BASE BID.

BASE BID - ALL EXISTING SEWER AND VENT PIPING TO REMAIN IN PLACE.

1

2

M30258

S


RE

GIS

TE

RE

DPROFESSIONA

LEN

GIN

EE

R

ME C H A N I C A

L

PA

TR

I CK R . M A L

LI L

LI N

3 A

A

A

A

REVISION



A1 07/17/19 UPDATE A1

1 08/12/19 ADDENDUM 1

2 08/20/19 ADDENDUM 2

5

4

5

1/8" = 1'-0"2PLUMBING ENLARGED PLAN - SS & V - (E) KITCHEN - BASE BID

6

6

A1

A1

A1

2

B

1

(N) 2" SS,BF

(E)4"SS,BF

1

(N)2"V RISER UP

(N)2"V,BF

(N)4"SS,BF

(N)WC-1

(N)L-1

(N)2"SS,BF

(N)2"SS,BF

(N)FCO

(N)4" SS,BF(N)2"SS,BF

(N)L-1

(N) WCO

1

1(N) WCO

1

1

B

1

(N)L-1

432

(E)1 1/2" CW, BF

(N)1" CWWHA

(N)WC-1

(N)L-1

4

1

1

B

1

WH

1

7 8

(N) 3/4" T&P DRAIN

(N) 3/4" DRAIN PAN DRAIN

(N) 1 1/2"V RISER IN-WALL FROM GROUND FLR

(N) 1 1/2"V RISER IN-WALL FROM GROUND FLR

1 1/2"V ABOVE ATTIC FLR

10 11

2"V ABOVE ATTIC FLR

9

(N)2"SS RISER DN IN-WALL TO GROUND FLR

(N)1 1/2"V ABOVE ATTIC FLR

(N)2"V RISER FROM GROUND FLR

B

1

7 8

WH

1

12

(N)1/2"CW & (N)1/2"HW RISER DNIN-WALL TO GROUND FLR

(N)3/4"HW ABOVE ATTIC SPACE FLR

(N)3/4"CW ABOVE ATTIC SPACE FLR

(N)1/2"CW & (N)1/2"HW RISER DN IN-WALL TO GROUND FLR

B

7

(N) FCO

DF-1(N) 2" VTR

(N) 2" V, AC

(N) 2" SS, BF

(N) FCO

(N) 2" SS, BF

(N) 1 1/2" V

(N) 4" SS, BF

(N) 4" SS, BF

(N) 2" V RISERTO BF

18

(N) FD

19

1" CD, AC

A

2

B

7

IWH

1

WHY-1

1/2" CW,AC

1/2" CW RISERDN TO DF-1

WHA

1" CW

1 1/2" CWRISER UP TOABOVE FLR

1/2" CWRISER DN

A

WC-1

FD-1L-1

1

11

SK-213

WH

4

(E) GCO

16

(E) 1 1/2" VTR

(N) 2" SS, BF

(N) 1 1/2" V, BF

(E) 3" SS, BF

14

SK-1 13

(N) FS-1

15

(N) 1 1/2" V RISERFROM BELOW FLR

20

C

1

1

11

WH

4

(E) 3/4" CW, BF

(E) 3/4" CW, BF

(E) 3/4" CW, BF

(N) 3/4" CW

17

(N) 3/4" HWBELOW COUNTER

(N) 3/4" CWBELOW COUNTER

(N) 1/2" CWBELOW COUNTER

(N) 1/2" HWBELOW COUNTER

16

C


SHEET NUMBER:

PROJECT NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

201320.21






KEY PLAN:

PROJECT TEAM:

STAMP:

PERMIT SET

PLUMBING NEW WORKENLARGED PLANS

P202

04/22/19

CITY OF BERKELEY


LIVE OAKCOMMUNITY

CENTERUPGRADE


BERKELEY, CA 94704

1301 Shattuck Ave

Berkeley, CA 94704

SHEET NOTES:

1. REFER TO DRAWING P001 FOR PLUMBING GENERAL NOTES, ABBREVIATIONS AND LEGEND.

2. REFER TO DRAWING P002 FOR PLUMBING EQUIPMENT SCHEDULES.

3. PLUMBING SYSTEM HAS LIMITED RECORD DRAWINGS. CONTRACTOR SHALL FIELD VERIFY INSTALLATION AND ROUTING PRIOR TO PLUMBING WORK AND SHALL NOTIFY THE CITY’S REPRESENTATIVE OF EXISTING CONDITION. CONTRACTOR SHALL PROVIDE AS-BUILT CONDITION.

4. COORDINATE ALL WORK AND SHUTDOWNS WITH THE CITY’S REPRESENTATIVE. CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY SO THAT NO UTILITY SERVICE TO BUILDING WILL BE INTERRUPTED.


6. CONTRACTOR SHALL DISPOSE ALL DEMOLISHED EQUIPMENT, PIPEWORK, ASSOCIATED ACCESSORIES AND MATERIALS OFF PROJECT SITE. NO DEMOLISHED EQUIPMENT AND/OR MATERIALS SHALL BE TURNED OVER TO THE CITY, COUNTY OR OTHER GOVERNMENT AGENCY.

7. CONTRACTOR SHALL INCLUDE COST FOR SAW CUTTING AND PATCHING OF EXISTING FLOORS TO MATCH EXISTING CONDITION OR AS DIRECTED BY ARCHITECT FOR RECONNECTION TO THE EXISTING DRAIN AND VENT SYSTEMS, AND INSTALLATION OF NEW PLUMBING PIPING UNDER THE EXISTING FLOOR SLAB.

8. DEMOLISH ALL ABANDON PIPING IN-WALL AND CAP PIPING BELOW FLOOR IF NOT IN USE.

9. ALL PLUMBING WORK INDICATED IS NEW WORK, UNO.

10. PROVIDE ANCHORED SLEEPERS AT ROOTOP PIPING. SEE SHEET P404 DETAIL 3 FOR DETAIL OF ANCHORAGE.

1/4" = 1'-0"1

PLUMBING ENLARGED PLAN - SS & V -THEATER RESTROOM

1/4" = 1'-0"2

PLUMBING ENLARGED PLAN - CW & HW -THEATER RESTROOM

1/4" = 1'-0"3

PLUMBING ATTIC PLAN - SS & VTHEATER RESTROOM

1/4" = 1'-0"4

PLUMBING ATTIC PLAN - CW & HWTHEATER RESTROOM

1/4" = 1'-0"5

PLUMBING ENLARGED PLAN - SS & V -THEATER LOBBY RESTROOM

1/4" = 1'-0"6

PLUMBING ENLARGED PLAN - CW & HW -THEATER LOBBY RESTROOM

1/4" = 1'-0"7

PLUMBING ENLARGED PLAN -SS & V - CRAFTS ROOM

1/4" = 1'-0"8

PLUMBING ENLARGED PLAN -CW & HW - CRAFTS ROOM

6

(N) 1/2"CW ABOVE ATTIC SPACE FLR

(N) 1/2"HW ABOVE ATTIC SPACE FLR

(N) 3/4" T&P DRAIN TO (N) FS-1 W/ 1" AIR GAP

M30258

S


RE

GIS

TE

RE

DPROFESSIONA

LEN

GIN

EE

R

ME C H A N I C A

L

PA

TR

I CK R . M A L

LI L

LI N

N

KEY NOTES:

CONNECT (N) 4” SS PIPING TO (E) 4” SS PIPING BELOW FLOOR COMPLETE WITH FITTINGS.

CONNECT (N) 1” CW PIPING TO (E) 1 1/2” CW PIPING RISER IN-WALL AND CONNECT TO (N) WATER CLOSET FLUSH VALVE COMPLETE WITH FITTINGS AND SUPPORTS.

CONNECT (N) 1” CW PIPING RISER TO (E) 1 1/2” CW PIPING RISER IN-WALL AND RISER UP TO ATTIC SPACE COMPLETE WITH FITTINGS AND SUPPORTS.

(N) 1/2” CW AND (N) 1/2” HW PIPING RISER FROM ATTIC SPACE AND DOWN TO LAVATORY FAUCET COMPLETE WITH (N) CHROME PLATED SOLID BRASS ANGLE STOP WITH LOOSE KEY, BRAIDED STAINLESS STEEL RISER AND CHROME PLATED STEEL FLANGE.

NOT USED.

CONNECT (N) 1” CW PIPING RISER TO (E) 1 1/2” CW PIPING RISER IN-WALL AT GROUND FLOOR COMPLETE WITH FITTINGS AND SUPPORTS.

PROVIDE WATER HEATER STAND (HOLDRITE MODEL QUICKSTAND) AND ANCHOR TO ATTIC FLOOR COMPLETE WITH DRAIN PAN (HOLDRITE) AND DRAIN PIPING CONNECTION.

1

2

3

4

PROVIDE SEISMIC WATER HEATER STRAP AND ANCHOR TO ATTIC WALL.

(N) 2” P-TRAP WITH TRAP PRIMER CONNECTION AND 7”DIAMETER INDIRECT WASTE FUNNEL (ZURN MODEL Z326).

CONNECT 2 NUMBERS OF 2” V PIPING TO (E) 2” VTR PIPING COMPLETE WITH FITTINGS AND SUPPORTS.

CONNECT 1 1/2” V PIPING TO (E) 2” VTR PIPING COMPLETE WITH FITTINGS AND SUPPORTS.

CONNECT (N) 1/2” CW PIPING TO (N) 2” P-TRAP WITH TRAP PRIMER CONNECTION FITTING COMPLETE WITH IN-WALL TRAP PRIMER, ISOLATION BALL VALVE, FITTINGS AND SUPPORTS.

INSTALL (N) COUNTER MOUNTED SINK WITH (N) 1 1/2” P-TRAP WITH CLEANOUT DRAIN, (N) TUBULAR WALL BEND, AND CONNECT TO (E) 2” SS PIPING RISER BELOW COUNTER COMPLETE WITH FITTINGS.

CONNECT (N) 2” SS TO (E) 3” SS PIPING BELOW FLOOR COMPLETE WITH FITTINGS.

CONNECT (N) 1 1/2” V PIPING RISER TO (E) 1 1/2” VTR PIPING BELOW COUNTER COMPLETE WITH FITTINGS AND SUPPORTS.

11

12

15

8

9

10

PROVIDE DRAIN PAN (HOLDRITE) BELOW WATER HEATER AND SEISMICALLY STRAP WATER HEATER TO WALL BELOW COUNTER.

CONNECT (N) 3/4" CW PIPING RISER TO (E) 3/4" CW PIPING RISER BELOW COUNTER COMPLETE WITH ISOLATION BALL VALVE, FITTINGS, AND SUPPORTS.

(N) 1 1/2" V PIPING RISER DOWN TO (N) FLOOR DRAIN AND CONNECT TO (N) SS PIPING BELOW FLOOR COMPLETE WITH FITTINGS AND SUPPORTS.

(N) 1" CD RISER FROM ROOF. CONNECT CD PIPING TO LAVATORY DRAIN TAILPIECE.

(N) 1" CD RISER FROM ROOF. CONNECT CD PIPING TO SINK DRAIN TAILPIECE.

16

17

18

19

20

5

6

7

13

14

A

A

A

A

A

A

A

A

A

A

A

A

REVISION



1 08/12/19 ADDENDUM 1

2 08/20/19 ADDENDUM 2

1

1

1

1

1

1

2

2

SECTION A

ELEVATION

A A

HW

HIGH DENSITY CALCIUM SILICATEASBESTOS-FREE TREATED WITH WATERREPELLANT STRUCTURAL INSERT 100 PSIMIN. COMPRESSION STRENGTH

12 GAUGE x 1 5/8" WIDE x 1 5/8" HEIGHT

HOT-DIPPED GALVANIZED PIPE STRAP (TYP.)

STUD WALL

GALVANIZED BOLT AND CHANNEL NUT WITH SPRING

NOTES:

CW/VENTSS

HWCW/VENTSS

1. PROVIDE STRUCTURAL CALCULATIONS AND SHOP

DRAWINGS FOR ANCHORING.

2. WRAP BARE PIPE WITH VIBRA CUSHION (B-LINE

MODEL B1999).

3. REFER TO ARCHITECTURAL DWGS. FOR WALL TYPE

AND DETAIL.

UNION

WALL

WALLWRAP PERFORATED GALVANIZED STEEL STRAPAROUND WH AT LEAST ONCE COMPLETE ANDSECURE TO ADJACENT WALL STRUCTURE (ATTWO POINTS MIN.) (TYP.)

COLD WATER SUPPLY

BALL VALVE

HOT WATER SUPPLY

INSULATION

TEMPERATUREAND PRESSURERELIEF VALVE

RELIEF OUTLETWASTE

NOTE: WATER HEATER INSTALLATION SHALL COMPLY WITH THE LATESTAPPLICABLE CODES AND STANDARDS.REFER TO ARCHITECTURAL DWGS. FOR WALL TYPE AND DETAIL.

GYPSUM BOARD

WOOD FRAMING (TYP.)

1/2" DIA. HEX BOLT WITHLOCK WASHER (TYP.)

1.

2.

STAINLESS STEEL DRAINPAN (HOLDRITE MODELQP)

WATER HEATER STAND(HOLDRITE MODEL 40-S)

4X BLOCKING WITH A24TOP AND BOTTOM EACHSIDE (TYP.)

HEAT WELDED LAP

CONTINUOUS PENETRATION

CAULK GRADE SEALANT

WATER-BLOCK OR UNDER METALBAND (EVERGUARD)

PIPE

SEALANT

MIN

.

MAX.

FLASHING 2-PLY

COPPERFLASHING

(E) ROOFING. REFER TOARCHITECTURAL DRAWINGSFOR DETAIL.

PIPE

4"

4"

9"

PREMOLDED SPLIT PIPE BOOT (EVERGUARD)

STAINLESS STEELDRAW BAND

OUTDOOR NEOPRENE TAPE

(E) ROOF. REFERTOARCHITECTURALDRAWINGS FORDETAIL.

2


SHEET NUMBER:

PROJECT NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

201320.21






PROJECT TEAM:

STAMP:

PERMIT SET

PLUMBING DETAILS

P404

04/22/19

CITY OF BERKELEY


LIVE OAKCOMMUNITY

CENTERUPGRADE


BERKELEY, CA 94704

1301 Shattuck Ave

Berkeley, CA 94704

NTS1TYPICAL PIPE RISER SUPPORT DETAIL

NTS2TYPICAL ELECTRICAL HOT WATER HEATER INSTALLATION DETAIL

A

M30258

S


RE

GIS

TE

RE

DPROFESSIONA

LEN

GIN

EE

R

ME C H A N I C A

L

PA

TR

I CK R . M A L

LI L

LI N

REVISION



1 08/12/19 ADDENDUM 1

2 08/20/19 ADDENDUM 2

NTS3PIPE ON ROOF SUPPORT DETAIL

NTS4PIPING ROOF PENETRATION DETAIL

1

addendum - berkeley, california · 2019-08-21 · addendum 2 august 20, 2019 page 2 of 2 mechanical...

Documents