No. C23724

PROJECT:	CLOVIS WEST HIGH SCHOOL – AQUATIC IMPROVEMENTS

ADDENDUM NO. 2 ..................................................................................................DATE:	01/21/2022 PAGE 2

PROJECT:	CLOVIS WEST HIGH SCHOOL – AQUATIC IMPROVEMENTS

ADDENDUM NO.2......................................................................................................DATE:	01/21/2022 PAGE 3

2. Alternate Bid 1: Finishes on Shade Structure

2. Alternate Bid 1: Demolition of Dive Tower

ALTERNATE BID NO. 1: Finishes on Shade Structure. 1. Base Bid: Shade Structure as indicated on Drawings. 2. Alternate:
a. MCM PANELS, METAL FRAMING, GYPSUM BOARD Sheathing, and any other materials related to Exterior Finishes on the shade canopy to be incorporated into this bid.
b. CHAIN LINK FENCING - Galvanized fence integrated with MCM PANEL element.
c. CAST-IN-PLACE CONCRETE - Mowstrip at Base of MCM PANEL element

“ALTERNATE BID NO. 1: Demolition of Dive Tower a.	BASE BID: Leave the dive tower, protect.
b.	ALTERNATE BID: Remove the dive tower, and all .”

PROJECT:	CLOVIS WEST HIGH SCHOOL – AQUATIC IMPROVEMENTS

ADDENDUM NO.2......................................................................................................DATE:	01/21/2022 PAGE 4

ADDITIVE ALTERNATE BID 1: DEMOLITION OF DIVE TOWER
•	Demolition of the Concrete Columns, Spiral Stairs, and all other elements of the 10M Concrete Dive tower.

ADDITIVE ALTERNATE BID: SELECTIVE DEMOLITION, Remove and Dispose of Dive Tower Spiral Stairs, Concrete Columns, and all other elements of the 10M Dive Tower. Protect all surrounding elements during the demolition process.

AD2

AD2

1 21/2022 6:30:32 AM
E Users\andrewv\Documents\1944_CWHS_Aquatics_Improvments_V18_andrewv.rvt

6
	A R C H I T E C T U R E	·	P L A N N I N G ·	I N T E R I O R S
	Project No:	1944
	
	Robert L. Petithomme AIA     · Antonio J. Avila AIA     ·     DeDe Darnell ASID Grant E. Dodson AIA     · Michael K. Fennacy AIA     · Andrew A. Corral AIA
Gerardo Padron · Leslie A. Rau IIDA · Martin A. Ilic · Mathew R. Heiss AIA Michael J. Nelson       ·        Sean P. Mendoza AIA        ·       William Brandle AIA
		
		Date:	01/11/2022
	
		Scale:	1" = 10'-0"
	
		Copyright 2021 Darden Architects
	
	790 N. West Avenue · Fresno, California 93711 · 559 448-8051 · Fax559 446-1765
		
Clovis West High School - Aquatic Improvements Clovis Unified School District
1070 E Teague Ave. Fresno, CA 93720
	
AD2-AX01

Remove, salvage and re-install handrail
Protect pool steps and plaster 11

34

34	2

34

Remove, salvage and re-install handrail
Protect pool steps and plaster 11

No. C23724

Partial Site Demolition Plan	DSA File No: 10-H3
DSA Appl No: 02-119318

4"
1' - 9"
3 5/8"
3"
8' - 5 7/8"
3 5/8"
3 5/8"
1/2"
EQ
5 5/8"
10"
2' - 3"
4 3/4"
2 3/4"
2 3/4"
2 3/8"
1"
10"
2' - 1 7/8"
1 1/2"
1/4"
10"
10"

1/4"

Project
1/21/2022 6:32:03 AM
E:\Users\andrewv\Documents\1944_CWHS_Aquatics_Improvments_V18_andrewv.rvt

METAL FRAMING, Track

STEEL AND FABRICATIONS, Steel Plate. 3/8" Plate x 2" at 24" on center. 3/8" Gusset on each side of Plate. Coordinate the locations with chain link trade. See Structural

CHAIN LINK, 4 1/2" Terminal Posts
with 4" Line Posts. Secure to Steel Plate with 12-Ga x 3/4" Brace Bands at 24" o.c.

CHAIN LINK, Fence and Fence Fabric.
1" fabric. Typical at the Shade Structure condition

		
EQ
	EQ

		B-B
	
1/8"

3 1/2"
	
7 1/2"

					

1 3/8"

					

METAL FRAMING, Shot Pin to steel at 12" on center

STEEL AND FABRICATIONS, Wide Flange Beam.
See Structural

	

3' - 2"

	
3' - 2"

		
1/4"

METAL FRAMING, Connector Simpson FCB43.5
See Structural
METAL FRAMING, See Structural

METAL FRAMING, Connector Simpson FCB47.5
See Structural

1	2	3	4	5	6	7	8	9	10	11	12	13	14	15	16	17	18	19	20

R	2 1/4"	3"

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

7 1/2" +/-

SHEET METAL, Continuous Shaped Furring, 20 Ga.
with #8 SMS at 16" OC

SHEET METAL,
Architectural, Parapet Cap with Drive Cleated seams.
Typical.	

SHEET METAL,
Cleat, 3" Long at 32" o.c. with (2) #8 SMS

METAL FRAMING, 18 Ga Tracks
secure legs and flanges with #8 SMS at 16" o.c.	33-0"

SHEET METAL, 20-Ga Stainless Steel Sheet.	TOS Sized to fit field conditions; as indicated. With
Drive Cleat seams. Secure at 16" o.c. with #12 SMS screw with EPDM washers. Extend past wide flange beam

ELECTRICAL,
(E) Salvage Light Fixture; SpecGrade LED AFL-800-4000k Sports Lighting Fixture.
See Electrical

STEEL AND FABRICATIONS, 5" x 5" x 7/8" Steel Angle.

MCM PANELS, Water Barrier

MCM PANELS, System

GYPSUM BOARD, Sheathing. Back Scarf for curves

STEEL AND FABRICATIONS, See Structural

MCM PANELS, Reveal

		
	A

STEEL AND FABRICATIONS, Penetration Detail Where Occurs.

A7
D2-AX02

DSA File No.: 10-H3

DSA Application No.:

02-119318

R

Agency Approval

Q

SHEET METAL Continuous 20-Ga Cleat, with #8 SMS at 16" o.c.

20'-4 3/4"
TOP MCM PANELS, Water Barrier. Extend over parapet as indicated, with Penetration Flashing. Install prior to the shaped furring.

SEALANTS,
Backer Rod and Sealant

METAL DECK, Metal Deck	A.E.S.S.

A.E.S.S.

SECTION A-
	A

STEEL AND FABRICATIONS, 10" x 12 1/2" x 3/8" Steel Plate. Weld to W12x87 at Flanges.

ELECTRICAL, Mounting Bracket

Q

3' - 0"

Typ

METAL DECK, Metal Deck,

P

MCM PANELS, Fastners, #12 SMS @ 16" O.C.

MCM PANELS, System See Detail     N8
SD/A502

1"

A-A

MCM PANELS, Fastners, #12
SMS @ 16" O.C.	NOT USED	METAL FRAMING, See Structural	P

N

4 3/4"
7 7/8"

2' - 5 3/4"
NOT
USED

MCM PANELS, Water Barrier.
Extend over metal framing as indicated, Install prior to metal panel Z-Girts. Install Penetration Flashing as indicated over MCM PANELS.

METAL FRAMING, Continuous
150ZG-43 (1 1/2") Z-Girt in 10' lengths. Shot Pin to steel at 12" on center

GYPSUM BOARD, Sheathing.

PLAN

N8 3/4"= 1'-0"

20' TOP

STEEL AND FABRICATIONS, Light Fixture at Column

METAL FRAMING, Track

STEEL AND FABRICATIONS, See Structural

4"	1' - 0"	4"

14'-0" BOS

2' - 1 7/8"

N

STEEL AND FABRICATIONS See Structural

M

STEEL AND FABRICATIONS, See Structural

L

20' TOS
J1     Typ. AD2-AX02

M11

1" =1'-0"

MCM PANELS, Section at Curved Beam

STEEL AND FABRICATIONS, See Structural

MCM PANELS, Fastners, #12 SMS @ 16" O.C.

M18

1" =1'-0"

M

METAL PANELS, Perforated Panels Section

L

3"
9 1/4"
EQ
7' - 5 1/4".

-0"

-4
	3/4
	"

9' - 5".
2 3/4"
2 3/4"	1' - 1"	2 3/4"

K

J

STEEL AND FABRICATIONS, Perforated Panel, Type 1, 3/16" x 48" x 120" Panels with 30% Open Area. Hot Dipped Galvanized after fabrication. Attach with #12 TEK @ 12" O.C.

10'-7" BOS

K

J

J1	MCM PANELS, Section at Front Facia

3" =1'-0"

J8	MCM PANELS, Section at Front Facia

3/4"= 1'-0"
2

H

MCM PANELS, System. See Detail     N8
SD/A502

STEEL AND FABRICATIONS, See Structural

MCM PANELS, Fastners, #12 SMS @ 16" O.C.

NOT USED	H

G

F

E

D

2 1/4"	3"

SHEET METAL,
Cleat, 3" Long at 32" o.c. with (2) #8 SMS

SHEET METAL, Continuous Shaped Furring, 20 Ga.
with #8 SMS at 16" OC

SHEET METAL Continuous 20-Ga Cleat, with #8 SMS at 16" o.c.

20'-4 3/4" TOP

MCM PANELS, Water Barrier. Extend over parapet as indicated, with Penetration Flashing. Install prior to the shaped furring.

SEALANTS,
Backer Rod and Sealant

MCM PANELS, Fastners, #12 SMS @ 16" O.C.

MCM PANELS, System See Detail       N8
SD/A502

METAL FRAMING, Connector Simpson FCB49.5
See Structural

METAL FRAMING, See Structural

7 1/2" ±

NOT USED 9 1/2"

SHEET METAL, Architectural, Parapet Cap with Drive Cleated seams. Typical.

METAL FRAMING, 18 Ga Tracks secure legs and flanges with #8 SMS at 16" o.c.

SHEET METAL, 20-Ga Stainless Steel. Sized to fit field conditions as indicated. Drive Cleat seams.

METAL DECK, Metal Deck

1' - 8 5/8"
2' - 1 7/8"
MCM PANELS, Water Barrier

E7

1 1/2"= 1'-0"

1' - 1 1/8"
NOT USED

5 5/8"
1' - 8"

MCM PANELS, Panels at Column

METAL FRAMING, Stud

GYPSUM BOARD, Sheathing

MCM PANELS

MCM PANELS, System, Typ.

SHEET METAL, Flashing

E11

1" =1'-0"

CHAIN LINK, Chain Link at MCM Panels

2' - 1 7/8"

METAL FRAMING, Track

3 5/8"
4'-5 5/8" TOS

MCM PANELS, Reveal

Clovis West High School - Aquatic Improvements Clovis Unified School District
1070 E Teague Ave. Fresno, CA 93720

2

SHADE STRUCTURE DETAILS

Drawing

G

F

E

D

SEALANT, Rod and Sealant

C	SHEET METAL, Cleat

1' - 0"
NOT USED

B	7 5/8" ±

STEEL AND FABRICATIONS, Plastic Putty, All Around

STEEL AND FABRICATIONS, 1/8" Cover Plate, Paint to Match Metal Panel. Ease all edges.

SEALANTS, Sealant, All around., Match color of MCM Panel Finish, Typ

MCM PANELS, Fastners, #12 SMS @ 16" O.C.

METAL FRAMING, See Structural Drawings

MCM PANELS, System See Detail     N8
SD/A502

GYPSUM BOARD, Sheathing. Cut into 4" strips for curve. Typ.
1' - 0"

CAST-IN-PLACE CONCRETE Concrete Mow Strip and curb.. Extend 12" Past face of structure. Adjust slope of mow strip to fit up with landscaping.

NOT USED

STEEL AND FABRICATIONS, Penetration Detail Were Occurs

A7 AD2-AX02

CAST-IN-PLACE CONCRETE Concrete Walk.

Architect

No.	Revision/Submission 2               AD2

Revision

No. C23724	C

Date 01/21/22

B

A

A1	MCM PANELS, Section at Side Facia

3" =1'-0"

B-B

A7

3" =1'-0"

Plastic Steel Putty All Around after welding

STEEL AND FABRICATIONS, Metal Panel Penetration at Steel Connection

A11	MCM PANELS, Section at Curved Beam

1" =1'-0"

DesignedDesigner

Scale:	As indicated     Drawn By: Author

Project Number:     1944 Checked BChecker

Date:	01/11/2022 ReviewedApprover

Copyright 2021 Darden Architects

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SD/A207	A
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AD2-AX02