7731A-36-P2.3-49 Expansion Joints

April 1, 2016

9/5/2014 MOSCONE EXPANSION Moscone Project No. 7731A Expansion Joints

ADDENDUM #2 RFP Package: #7731A-36-P2.3-49 Expansion Joints

TO: Bidders

RFP DUE DATE: April 06, 2016 at 2:30 PM

This Addendum is supplemental to the RFP for Expansion Joints dated March 9, 2016.

1. Replace attached Exhibit F1 and Attachment A dated April 1, 2016 with previous Exhibit F1 dated March 8, 2016. a. Removed Aluminum tube steel from Scope of Work under item 6 and Attachment A.

END OF ADDENDUM #2 EXHIBIT F1 Expansion Joints Scope of Work and Criteria

WEBCOR BUILDERS

April 1, 2016

Expansion Joints Bid Package 7731A-36-P2.3-49

Moscone Center Expansion Project Phases 2 and 3

SECTION 1: SCOPE OF WORK:

The Expansion Joints Scope of Work (Subcontractor Work or Work) shall include the cost of all necessary labor, material, equipment, supplies, and supervision required to complete the Expansion Joints for the Moscone Center Expansion Project in accordance with the Contract Documents, which are identified in Exhibit A of the Standard Long Form Subcontract. Although the work to be performed by Subcontractor is not necessarily found in one particular portion of the plans and specifications, Subcontractor should generally perform and coordinate the work associated with all contract documents included but not limited to the following specifications:

SPEC SECTION SECTION TITLE Division 01 General Requirements 05 50 00 Metal Fabrications (as it applies to your Work) 07 92 00 Joint Sealants 07 95 13 Expansion Joint Cover Assemblies 08 44 00 Curtain Wall Components (as it applies to your Work)

EXHIBITS TITLE AND DATE Exhibit A List of Contract Documents dated 2/04/2016 Exhibit F Moscone Center Project Manual dated 11/12/2015 Exhibit H Project Schedule dated 09/28/2015 Exhibit H1 Moscone Convention Schedule dated 09/18/2015 Exhibit H2 Project Logistics Plan Exhibit F1 7731A-36-P2.3-49 Bid Package dated 3/9/2016

The listing of the specification sections above does not limit Subcontractor’s obligations to only those sections, and Subcontractor is responsible for all requirements included in and reasonably inferable from the Contract Documents.

Exhibit F1 Scope of Work and Criteria Page 1 of 3 V1.0

Subcontractor Contractor Initial Initial

EXHIBIT F1 Expansion Joints Scope of Work and Criteria

WEBCOR BUILDERS

SECTION 2: SPECIFIC INCLUSIONS:

As a further clarification, the Subcontractor shall furnish and install the Expansion Joints as outlined in the Contract Documents. The Subcontractor Work shall include, but not necessarily be limited to, all general project requirements set forth in the Project Manual (Exhibit F) and the following trade specific requirements:

1. Seismic and Expansion Joints: Subcontractor shall design, furnish and install all expansion joint assemblies per the Contract Documents, including but not limited to the following: Expansion joints in interior and exterior walls, floors, ceilings, concrete slabs on metal decks, roof, and building envelope systems. Subcontractor shall furnish and install all associated and required components for expansion joint assemblies including but not limited to the following: Fire barriers, moisture barriers, anchor bolts, fasteners, centering and/or control bars, bellows, gaskets, pans and frames, base plates, flashings and sheet metal, sealants and backer rod, fire rated joint covers and silicone sheet membranes per the Contract Documents. 1.1 Include all required components of all joints indicated in the contract documents labeled as EJC-1, EJC-2, EJC-3, EJC-4, EJC-5, EJC-6, EJC-7, EJC-8, and EJC-9. 1.2 Include replacement of seismic joint cover at the North building stair landing per P3/A1.300.22 and detail 3 on P3/A1.300.24. 1.3 Include preformed foam seismic seal at West Bridge in accordance with Specification 07 92 00 2.2.G. Reference drawings P23-A1.8.15 and P23-A1.8.20. 1.4 Subcontractor shall furnish and install all silicon sheet flashing in accordance with Specification 084400 2.4.A. Reference details 5 and 25 on P23-A8.8.03 and detail 31 on P23-A8.8.11. 2. Mock-up: Subcontractor to include Visual- and Testing Mock-ups for each type of expansion joint cover in accordance with Specification 07 95 13 1.6.E. 3. Finish: Subcontractor to include all finishes as shown in the contract documents, including any priming, coatings and paint. 4. Shimming/Leveling: Subcontractor shall provide and install any shims, grout leveling or filling as required to complete the Subcontractor Work. 5. Touch-Up: Include all touch-up and field paint as described in Contract Specifications. 6. Fasteners, Anchorage and Supports: Subcontractor shall design, furnish and install all expansion joint supports per the Contract Documents, including but not limited to the following: Bent aluminum plates, bent steel plates, stainless steel formed plates and steel angles. Also, provide all soldering, welding, seaming, fasteners, cleats, and any other attachment methods and accessories necessary or required to complete this scope of work. 7. Exterior and Interior Caulking and Sealants: Subcontractor shall furnish and install all caulking and sealants at exterior and interior expansion joint assemblies as required and indicated in the Contract Documents. All exterior sealant joints shall be furnished and installed water tight. Caulking application must be reviewed and approved in writing by the caulking manufacturer. Subcontractor shall guarantee sealant compatibility with other finished or unfinished surfaces.

Exhibit F1 Scope of Work and Criteria Page 2 of 3 V1.0

Subcontractor Contractor Initial Initial

EXHIBIT F1 Expansion Joints Scope of Work and Criteria

WEBCOR BUILDERS

8. Coordination: Coordinate with other trades whose work is adjacent to, penetrates, or ties into flashing systems including curtain wall, metal soffits, electrical outlets, scuppers, roof drains, flashings, expansion joints, vent piping and weeps, etc. to ensure a water tight system and no gaps in scope. 9. Protection: Subcontractor to protect all finish surfaces. Provide all masking, covering, and clean up required to prevent damage to any finish surfaces. 10. Hoisting: Subcontractor to include all loading, unloading, hoisting, staging, rigging, work platforms, scaffolding, boom lifts, fork lifts, scissor lifts or other means necessary for the complete operation of work installed by this Subcontractor. 11. Design Coordination: Subcontractor shall provide all required design coordination including at a minimum Coordination with the Contractor, Architect, Consultants, Inspection Agencies, and all adjacent Subcontractors of all critical criteria, limitations, and requirements necessary for all fully functional systems. Subcontractor shall actively coordinate with Concrete and Metal Stud/Drywall Subcontractors for all required block-outs, depressions, curbs, and other concrete elements as they relate to the proper installation of scope items. 12. Debris Boxes: Subcontractor shall include all debris boxes necessary for your Work. As indicated in Exhibit F – Project General Requirements, Contractor may elect to do a Project wide debris box usage program. Due to site limits there will be limited debris boxes allowed on Project site at any one time. 13. LEED: Subcontractor to comply with LEED Performance Requirements outlined in the Contract Documents. 14. Attachment A: Attachment A has been provided with specific details highlighted to illustrate general delineation of scope between this Subcontractor and other trades. Delineation on specific details applies to all similar details and should be used as a guide in conjunction with the Contract Documents and Scope of Work and Criteria.

Exhibit F1 Scope of Work and Criteria Page 3 of 3 V1.0

Subcontractor Contractor Initial Initial

747 Howard Street, San Francisco, CA 94103

Architect / Structural Engineer:

SKIDMORE, OWINGS & MERRILL LLP ONE FRONT STREET, SAN FRANCISCO, CA 94111

Associate Architect:

Consultant:

Seal & Signature: Date:

Issued For: No.: Description: Date:

95% CONSTRUCTION MAY 15, 2015 DOCUMENTS - REV. 1

FLUID APPLIED WATER BARRIER 2

EXTERIOR SHEATHING

3X3 STEEL SUPPORT ANGLE

GALVNIZED SHEET METAL FLASHING DUCT ATTACHMENT, RE: MECH ALUM. PANEL, FIN-1 DUCT ATTACHMENT, RE: MECH

ALUMINUM SHAPE

EXTERIOR SHEATHING 1/2"

6X6 PRIMED STEEL TUBE 4" INSECT SCREEN ALUM. EXTRUSION ASSEMBLY, FIN-1 DIM PT

1/2" 4" 1/4" GALVANIZED SHEET METAL FLASHING GRL-3, FIN-1 GRL-3, FIN-1 NOT FOR INSECT SCREEN CONSTRUCTION

GALVANIZED SHEET METAL FLASHING DIM PT Key Plan:

BENT 1/4" ALUMINUM PLATE ZONE SECTOR 10" GRILLE @ ALUM. SOFFIT MISSION STREET 1' - 0" - 1' EJC - 1 SCALE: 6" = 1'-0" 02 01

01 02 03 04 05 06 07 08 02 FOURTH STREET

09 10 11 12 THIRD STREET 13 14 15 16

NORTH 03 True BENT 1/4" ALUMINUM PLATE North 17 18 19 20 FOLSOM STREET

Sheet Name:

EMBEDDED STEEL ANGLE, RE: STRUCT EXTERIOR DETAILS

AC-1, RE: STRUCT.

Project No.:

212125 Drawn By:

TEAM Checked By:

BDC, CKB P2/3 Scale:

6" = 1'-0" SEISMIC JOINT AT WEST BRIDGE @ GRILLE Sheet No.: SCALE: 6" = 1'-0" 07 A8.1.12

5/12/2015 8:43:58 PM c Copyright Skidmore, Owings & Merrill LLP 2015 3 1/2"

T 1 1/2" 1 1/2"

T T

P P

1 I 1/4"

DIM PT 1/16" 1/16" M M

I I

D D 4 1/2" 1' - 1" D 1/4"

" 1/2"

/ 2 1/4" 1/2" 10 1/2" 2" 2 5/8"

1 RE:PLANS FOR WALL TYPE ALUMINUM KNIFE 3 747 Howard Street,

1/4" " PLATE San Francisco, CA 94103

1/2" 1

6 RE: ELEVATIONS FOR

1 ALUMINUM CLOSURE PANEL STAINLESS STEEL

1 / RE: ELEVATIONS FOR GLASS 1 W/ MINERAL WOOL SEX BOLT GLASS TYPE

" . TYPE

" " Architect / Structural Engineer:

" CR1 1

/ ALUMINUM GLAZING

CHANNEL, FIN-2

1 CHANNEL, FIN-2

ALUMINUM SPLICE

2 PLATE, FIN-2

1 1/4" 1/4"

CR1 1

STRUCTURAL SILICONE DIM PT

" SEALANT

2 / SKIDMORE, OWINGS & MERRILL LLP

8 ONE FRONT STREET, SAN FRANCISCO, CA 94111

7/8" X 7/8" CLAD ALUMINUM 4

2 GLAZING CHANNEL / Associate Architect:

FORMED ALUMINUM PANNEL, FIN-2 " BENT ALUMINUM PLATE, FIN-2

7 3 DIM PT MITER, WELD & GRIND STRUCTURAL SILICONE SEALANT SMOOTH PRIOR TO RE: ELEVATIONS "

FINISHING 4

1/2" 8 Consultant:

1/8" ' 1 STOREFRONT JAMB @ FIN @ SHADOWBOX CLOSURE SCALE: 6" = 1'-0" 06

Consultant:

T T

P P

M M

I I 1/4" D 1 3/4" 2 1/2" 1/4" 5 3/4" 7 1/4" 2 5/8" D 1/4"

" Seal & Signature: Date:

/ TRANSOM INTERSECTION @ WALL 1

CR1 1 4 SCALE: 6" = 1'-0" /

T ALUMINUM TUBE,

P FORMED ALUMINUM FIN-2 STAINLESS STEEL

D COVER PLATE, FIN-2 I COUNTERSUNK SCREW

1/4" L

" 1/4"

" 1' - 2 7/8" A

4 G 35

/ I

1 DIM PT A P2/3 - A8.1.13

Issued For: No.: Description: Date:

2 90% CONSTRUCTION MAR 20, 2015 ALUMINUM FIN, FIN-2 DOCUMENTS 95% CONSTRUCTION APR 17, 2015 1/2" 3 1/8"

" DOCUMENTS

4 / RE: ELEVATIONS FOR 95% CONSTRUCTION MAY 15, 2015

1 GLASS TYPE DOCUMENTS - REV. 1 CR1 1 1 PHASE 2/3 ADDENDUM B SEP 18, 2015 RE: ELEVATIONS FOR ALUMINUM KNIFE 2 PHASE 2/3 ADDENDUM D FEB 4, 2016 GLASS TYPE PLATE ALUMINUM GLAZING STAINLESS STEEL CR1 1

CHANNEL, FIN-2 SEX BOLT "

" ALUMINUM TUBE,

ALUMINUM PANEL, 4

' FIN-2 FIN-2 ALUMINUM GLAZING 1 ALUMINUM TUBE CHANNEL, FIN-2 STEEL TUBE,

8 RE:STRUCT

/ 2

1 EJC-1 DIM PT

1/4" 2 1/4" "

/ 3 TOP OF JT PRIMED 5X6 STEEL TUBE 1

ALUMINUM EXTRUSION, FIN-2 PRIMED 6X10 STEEL TUBE

L7 X 4 X 3/8

SCHEDULED PARTITION

1' - 1 7/8"

1 EXPANSION JOINT @ VISITOR INFORMATION CENTER PLAN ABOVE TRANSOM 1 SCALE: 6" = 1'-0" 22

1/4" 3 1/2"

T 1 1/2" 1 1/2"

1 D 1/16" 1/16" ALUMINUM EXTRUSION, FIN-2 DIM PT

CR1 1 DIM PT

/ 1/2" 4 5 TOP OF JT

" 3 3/8"

" 1 CR1 1

4 CR1 1

ALUMINUM EXTRUSION, FIN-2

CR1 1

ALUMINUM GLAZING

ALUMINUM SPLICE PLATE, FIN-2

CHANNEL, FIN-2

8 RE: ELEVATIONS FOR

1 P GLASS TYPE NOT FOR

D BENT ALUMINUM PLATE BEYOND 1' - 2 7/8" 1/4" 2 5/8" 3/4" CONSTRUCTION

RE: ELEVATIONS FOR Key Plan: GLASS TYPE CR1 1 STOREFRONTTRANSOM @ SHADOWBOX CLOSURE ALUMINUM GLAZING SCALE: 6" = 1'-0" 03 ZONE SECTOR CHANNEL, FIN-2 MISSION STREET DRAIN TUBE T

STRUCTURAL SILICONE SEALANT

01 I FORMED ALUMINUM

M P2/3 - A8.1.14 COVER PLATE, FIN-2 I 1' - 0" 6 3/8" 1/4" D 01 EJC-1 CR1 1 2 5/8" 1/4" 1/4" CR1 1 " ALUMINUM TUBE, FIN-2 01 02 03 04 4

/ DIM PT 1 RE:PLANS FOR WALL TYPE 05 06 07 08 RE: ELEVATIONS FOR CR1 1 02 FOURTH STREET

09 10 11 12 THIRD STREET GLASS TYPE

13 14 15 16 2 STEEL TUBE ALUMINUM GLAZING CHANNEL, NORTH 03 FIN-2 True North 17 18 19 20

STEEL ANGLE ALUMINUM SPLICE PLATE, FIN-2 FOLSOM STREET

" 1/4"

4 Sheet Name:

/ 1/2"

1 3/4"

RE: ELEVATIONS FOR 1/8" 1 1/2" GLASS TYPE 1/2" DIM PT EXTERIOR DETAILS ALUMINUM GLAZING 5/8"

CHANNEL, FIN-2 1/4" 1/8" 1 1/2" 3/4" 1/2"

ALUMINUM TUBE,

- BENT ALUMINUM PLATE, FIN-2

1 FIN-2 STRUCTURAL SILICONE SEALANT ALUMINUM TUBE

9 Project No.:

212125 PRIMED 5X6 STEEL TUBE ALUMINUM CLOSURE PANEL W/ STEEL TUBE Drawn By: MINERAL WOOL RE:STRUCT TEAM RE: PLANS FOR WALL TYPE FORMED ALUMINUM Checked By: PANEL, FIN-2 BDC, CKB P2/3 Scale:

6" = 1'-0"

Sheet No.: EXPANSION JOINT @ VISITOR INFORMATION CENTER PLAN BELOW TRANSOM STOREFRONT JAMB AT SHADOWBOX CLOSURE SCALE: 6" = 1'-0" 19 SCALE: 6" = 1'-0" 01 A8.1.13

2/4/2016 10:52:51 PM c Copyright Skidmore, Owings & Merrill LLP 2015 PLANTING SOIL, RE: STRUCTURAL

LIGHT POLE FIXTURE 747 Howard Street, San Francisco, CA 94103

P RE: LANDSCAPE FOR DECKING, D FRAMING AND SUPPORTS MOUNTING PLATE Architect / Structural Engineer: FIXED TO FOOTING ALIGN DIM PLANTING SOIL PT

" CONC. FOOTING

4 CONDUIT THROUGH SKIDMORE, OWINGS & MERRILL LLP CYLINRICAL ONE FRONT STREET, SAN FRANCISCO, CA 94111 FOOTING RT-1 Associate Architect:

PROTECTION SHEET I

DRAIN MAT A

V CONCRETE CAST IN PLACE CONCRETE RE: STRUCTURE RETAINING WALL RT-1 RE: STRUCTURE

Consultant: 11 1/2" WATERPROOFING @ PLANTER EDGE

M WOOD @ CONCRETE TERRACE SITE LIGHT POLE BASE ON FOOTING

P D SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 22 11 05 Consultant:

D 8" 5 3/4" Seal & Signature: Date: PLANTING SOIL, 1 1/4" 1/4" RE: LANDSCAPE NOTE: TIE NEW TO EXISTING WATERPROOFING MULTI - COMPONENT HANDRAIL, WHERE OCCURS POLYURETHANE SEALANT RE: LANDSCAPE FOR DECKING 1 1/2" AND FRAMING RE: LANDSCAPE FOR LIGHT POLE FIXTURE 04 TERMINATION BAR DECKING & CONNECTIONS TO P2/3 - A1.8.16 CONCRETE

DIM MOUNTING PLATE FIXED 5/8" PLANTING SOIL, 1/4" PT Issued For: TO SLAB No.: Description: Date: 2'-10" TYP. RE: LANDSCAPE TOPPING SLAB 50% CONSTRUCTION DEC 18, 2014 DOCUMENTS 90% CONSTRUCTION MAR 20, 2015 CAST IN PLACE CONC DOCUMENTS RE: STRUCTURE FOR REBAR 95% CONSTRUCTION APR 17, 2015 DOCUMENTS CAST IN PLACE CONCRETE 1 95% CONSTRUCTION JUN 19, 2015 RE: STRUCTURE DOCUMENTS - REV. 2 RT-1 2 PHASE 2/3 ADDENDUM A AUG 7, 2015 DIM 3 PHASE 2/3 ADDENDUM C DEC 4, 2015 PT STRUCTURAL SLAB RE: STRUCT

6" CONDUIT THROUGH SLAB

RE: STRUCTURE RIGID POLYSTYRENE FILL, RE:STRUCTURE WOOD @ CONCRETE TERRACE SITE LIGHT POLE BASE SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" PROTECTION SHEET 10 04 RE: STRUCTURE RT-1

WOOD @ CONCRETE TERRACE M RIGID POLYSTYRENE FILL, I

P RE:STRUCTURE SCALE: 3" = 1'-0" D 21 1% SLOPE, TYP

DIM M

I P GALV SHEET METAL PT D FLASHING BEHIND

I P 7" D THROUGH-WALL SCUPPER RE: STRUCTURE CAST IN PLACE CONC EQ EQ WITH GALVANIZED SHEET RE: STRUCTURE METAL FLASHING DRAINAGE MAT RE: LANDSCAPE FOR FILL PROTECTION SHEET

CAST IN PLACE CONC RT-1 RE: STRUCTURE SITE WALL @ EXISTING STRUCTURE DIM SCALE: 3" = 1'-0" 1 1/2" 34 FILTER FABRIC PT

I P EXISTING STRUCTURE 1' - 0" D RIGID POLYSTYRENE FILL, RE:STRUCTURE NOSING @ CONCRETE TERRACE CAST IN PLACE CONCRETE, SCALE: 3" = 1'-0" DIM THROUGH-WALL SCUPPER WITH 09 RE: STRUCTURE PT GALV SHEET METAL FLASHING SEE AXON ON P2/3-12/A1.8.20 WEEP @ STRUCTURAL WALL

I SCALE: 3" = 1'-0"

R DRAINAGE MAT 03

3 1/2"

PREFORMED FOAM O PROTECTION SHEET

SEISMIC SEAL RT-1 D

P 1 1/4" 1/4" D DIM 1 1/2" 2 1/2" 1" PT AC-1 3/4" 3/4" 3/4" 1/4" NOT FOR RIGID POLYSTYRENE FILL, 1 1/2" 1% SLOPE, TYP. CONSTRUCTION RE:STRUCTURE RE: LANDSCAPE FOR CRA17 3 DECKING & CONNECTIONS TO 2" CONCRETE 1/ R Key Plan:

4 DIM

5 STRUCTURAL SITE WALL @ WEEP 1 PT MEPAI #10 BLACK GROUND FILLED ZONE SECTOR SCALE: 3" = 1'-0" TOOLED DEMARCATION STRIPS, 20 MISSION STREET INTERIOR LVR VALUE OF 8.4 OR LESS CAST IN PLACE CONC RE: STRUCTURE FOR REBAR CAST IN PLACE CONC,

I P RE: STRUCTURE DRAINAGE MAT D 01 RE: STRUCTURE RT-1 CONCRETE SLAB 01 02 03 RE: LANDSCAPE FOR FILL CONC CORNER @ CONCRETE TERRACE 02 FOURTH STREET SCALE: 3" = 1'-0" 08 THIRD STREET PREFORMED FOAM SEISMIC SEAL CAST IN PLACE CONC 04 05 06 RE: STRUCTURE NORTH 03 True EXTERIOR STAIR NOSING North RIGID POLYSTYRENE FILL, FOLSOM STREET RE:STRUCTURE SCALE: 6" = 1'-0" 02 Sheet Name:

I STEEL DOWEL, P SITE DETAILS RE: STRUCTURAL D

D CAST IN PLACE CONC DRAINAGE MAT CAST IN PLACE CONC RE: STRUCTURE RE: STRUCTURE STEEL DOWEL, PROTECTION SHEET RE: STRUCTURE HIGH TRAFFIC POLYURETHANE SEALANT 02 RT-1 1/4" 1/4" P2/3 - A1.8.15 Project No.: DIM STRUCTURAL TOPPING SLAB 212125 PT RE: STRUCTURAL EXISTING STRUCTURE 1% SLOPE, TYP Drawn By: DIM DIM EXISTING STRUCTURE PT TEAM PT Checked By:

COMPRESSIBLE FILL BDC, CKB P2/3 Scale:

As indicated SECTION @ WALL UNDER WEST BRIDGE STRUCTURAL SITE WALL @ EXISTING STRUCTURE INTERIOR CORNER @ CONC TERRACE TYPICAL EXTERIOR STAIR Sheet No.: SCALE: 3" = 1'-0" 31 SCALE: 3" = 1'-0" 19 SCALE: 3" = 1'-0" 07 SCALE: 3" = 1'-0" 01 A1.8.15

12/3/2015 11:26:25 PM c Copyright Skidmore, Owings & Merrill LLP 2015 04 01 P2/3 - A8.1.17 P2/3 - A8.1.17

747 Howard Street, San Francisco, CA 94103 DIM PT Architect / Structural Engineer: 1' - 5" 1/2" 1 1/8" 1/4"

QBD 042-007.1 1 RT-1 DIM PT GRAVEL

BALLAST 1/8"

SKIDMORE, OWINGS & MERRILL LLP ONE FRONT STREET, SAN FRANCISCO, CA 94111 27 P2/3 - A8.1.17 Associate Architect:

GRAVEL FORMED ALUMINUM COPING, FIN-3 EJC-1

RT-2 BEYOND

Consultant:

Seal & Signature: Date: SLOPE TO PREVENT SLOPE STANDING WATER

RT-1 ALUMINUM PANEL, FIN-3

EJC-1 Issued For: SLOPE TO PREVENT SLOPE STANDING WATER EXTRUDED SILICONE SHEET GUTTER No.: Description: Date: ALUMINUM 90% CONSTRUCTION MAR 20, 2015 CHANNEL, FIN-2 DOCUMENTS 95% CONSTRUCTION APR 17, 2015 DOCUMENTS 1/4" DRAINAGE TUBE 95% CONSTRUCTION MAY 15, 2015 DOCUMENTS - REV. 1 1 PHASE 2/3 ADDENDUM B SEP 18, 2015 3/4" EJC-1

ALUMINUM PANEL, 1/4" STRUCTURAL SILICONE FIN-2 RE: ELEVATIONS FOR GLASS TYPE ALUMINUM GLAZING CHANNEL, FIN-2

CR1 1

2 5/8" 1/4"

PLAN @ EJC SECTION @ EJC SCALE: 6" = 1'-0" 27 SCALE: 6" = 1'-0" 04

DIM PT EXTRUDED ALUMINUM 04 CHANNEL, FIN-13 1/4" FORMED ALUMINUM P2/3 - A8.1.17 1 1/8" 1' - 5 3/4" COPING, FIN-2 1/4" BENT STEEL PLATE

10 3/8" 1 1/2"

FORMED ALUMINUM COPING, FIN-2 ALUMINUM SUPPORT POST

RT-2 RIGID INSULATION BENT STEEL PLATE GRAVEL

27 NOT FOR P2/3 - A8.1.17 RIGID INSULATION CONSTRUCTION 11 3/8"

Key Plan: RT-1 ZONE SECTOR

QBD 042-007.1 1 MISSION STREET RIGID INSULATION

BENT STEEL PLATE ALUMINUM GLAZING 2" CHANNEL, FIN-2 01 02 03 04 1 3/8" 05 06 07 08 RT-2 02 3/4" FOURTH STREET

09 10 11 12 THIRD STREET CR1 1 CONCRETE SLAB, RE:STRUCT 13 14 15 16

1 1/2" NORTH 03 True North 17 18 19 20

EJC-1 FOLSOM STREET CR1 1 SILICONE SHEET Sheet Name: EXTRUDED ALUMINUM DRAINAGE TUBE STEEL BEAM, RE:STRUCT GRILLE, FIN-3 EXTERIOR DETAILS GL-1E FIN BEYOND

FIREPROOFING RE: ELEVATIONS FOR GLASS TYPE

1/4" 2 3/4" 8 7/8" 1/2" Project No.: 212125 Drawn By:

TEAM Checked By:

SECTION @ EJC GLASS FIN WALL HEAD BDC, CKB P2/3 Scale: SCALE: 6" = 1'-0" 25 SCALE: 6" = 1'-0" 01

Sheet No.: A8.1.17

9/17/2015 8:57:29 PM c Copyright Skidmore, Owings & Merrill LLP 2015 FLUID APPLIED M WATER BARRIER 2 DIM PT. 6" 1/4" 2 7/8" CPS-2, PTD-5

2" RIGID INSULATION 747 Howard Street, San Francisco, CA 94103 FORMED ALUMINUM PRIMED STEEL TUBE SHEET WATERPROOFING Architect / Structural Engineer:

EXTERIOR SHEATHING MULTI COMPONENT POLYURETHANESEALANT SHEET WATERPROOFING

MULTI COMPONENT SKIDMORE, OWINGS & MERRILL LLP POLYURETHANESEALANT ONE FRONT STREET, SAN FRANCISCO, CA 94111

Associate Architect: EJC-5

Consultant:

Consultant: SILICONE SHEET

EJC-7 STAINLESS STEEL FORMED PLATE Seal & Signature: Date:

GL-2D

STAINLESS STEEL CLAD ALUMINUM GLAZING CHANNEL

DIM PT. 1/4" 1

Issued For: No.: Description: Date:

90% CONSTRUCTION MAR 20, 2015 DOCUMENTS 1' - 4 1/8" - 1' 95% CONSTRUCTION APR 17, 2015 DOCUMENTS 95% CONSTRUCTION MAY 15, 2015 DOCUMENTS - REV. 1 1 PHASE 2/3 ADDENDUM D FEB 4, 2016 7 5/8" 2" 1/2" 1' - 1 3/8" STAINLESS STEEL CURB PLATE 1/8"

5 3/4" 2 1/4"

FORMED ALUMINUM COLUMN COVER, FIN-2

SPRAYED FIREPROOFING

6" EJC-6 FORMED ALUMINUM CLIP 1/2" 1' - 0" - 1'

STEEL COLUMN, RE: STRUCT

1/4" NOT FOR 1' - 1 7/8" CONSTRUCTION

Key Plan:

ZONE SECTOR

MISSION STREET

EXPANSION JOINT @ PASEO BRIDGE, PLAN 01 SCALE: 6" = 1'-0" 02 01 02 03 04 05 06 07 08 02 FOURTH STREET

09 10 11 12 THIRD STREET 13 14 15 16

NORTH 03 NEW CONCRETE SLAB EJC-6 EXISTING ESPLANADE True North 17 18 19 20 CONCRETE SLAB FOLSOM STREET

Sheet Name:

EXTERIOR DETAILS

Project No.:

212125 Drawn By:

TEAM Checked By:

BDC, CKB P2/3 Scale:

6" = 1'-0" EXPANSION JOINT @ EXISTING ESPLANADE SLAB Sheet No.: SCALE: 6" = 1'-0" 01 A8.6.03

2/4/2016 9:58:09 PM c Copyright Skidmore, Owings & Merrill LLP 2015 5/12/2015 8:55:38 PM EXPANSION JOINT@BRIDGE

2' - 6 1/2" MOVEMENT 5" SCALE: 1 1/2" =1'-0" 1/2" 1 SCALE: /"158 11/2" 15/8" 1/2" 1' -01/2"

3 5/8" 1/4"

M D I P

T M 34 DIM PT. 1/4" TAPERED RIGIDINSULATION TAPERED SUPPORTS ALUMINUM FORMED ALUMINUMCOPING,FIN-2 FORMED SEALANT POLYURETHANE MULTI-COMPONENT SHEET WATERPROOFING EXTERIOR SHEATHING PTD-5C CPS-2, GALVANIZED RCCHANNEL DOWNCONC.SLAB,RE:STRUCT TURNED 2 APPLIEDWATERBARRIER FLUID ENLARGED EXPANSIONJOINT@BRIDGE DIM PT P2/3 -A8.6.01 32 BRIDGE COPING @CPS WALL MOVEMENT ALIGN 5" P2/3 -A8.1.32 P2/3 -A8.6.01 05A LINE OFBEAM LINE MATTE BLACK MATTE ,PTD- FLASHING GALV. SHEET 32 SIM SCALE: 3" =1'-0" 3" SCALE: SCALE: 6" =1'-0" 6" SCALE: 28

1/2"

VARIES 21 DIM PT T.O.J. DIM PT. SUPPORT PLATE BENT ALUMINUM COPING, FIN-2 FORMED ALUMINUM P2/3 -A8.1.32 05A TAPERED RIGIDINSULATION TAPERED FLASHING SHEETMETAL GALVANIZED CEMENT PLASTERCASING CEMENT POLYURETHANE SEALANT POLYURETHANE SEALANT POLYURETHANE SEALANT SHEET WATERPROOFING EXTERIOR SHEATHING 2" RIGIDINSULATION MULTI-COMPONENT MULTI-COMPONENT MULTI-COMPONENT CPS-2, PTD-5C CPS-2, W/ WEEPS W/ EJC-5

DIM PT. 1/4" /"91/4" 2 7/8" EXPANSION JOINT @BRIDGE HEAD SCALE: 6" = 1'-0" 6" SCALE: PLATE BENTALUMINUM 1/4" POLYURETHANE SEALANT MULTI-COMPONENT EJC-7 SILICONE SHEET SHAPE FORMED ALUMINUM FINISH GYP W/SCHEDULED CFMF TUBE BEAM PRIMED STEEL 4" CFMF STRUCT CONC. SLAB,RE: 01 P2/3 Key Plan: o:Dsrpin Date: Description: No.: Date: Seal &Signature: Consultant: Consultant: Associate Architect: Architect / Structural Engineer: / Structural Architect Issued For: Issued Sheet Name: NORTH Sheet No.: Sheet EXTERIOR DETAILS ONE FRONT STREET, SAN FRANCISCO, CA94111 STREET,SANFRANCISCO, FRONT ONE ZONE DOCUMENTS -REV.1 95% CONSTRUCTION North True 03 02 01 SKIDMORE, OWINGS & MERRILL LLP OWINGS &MERRILL SKIDMORE, San Francisco,CA94103 CONSTRUCTION 747 HowardStreet, 747

FOURTH STREET NOT FOR A8.6.04 c

91 112 11 08 10 07 04 09 06 03 05 02 01 17 Copyright Skidmore, Owings & Merrill LLP 2015 Owings& Merrill Skidmore, Copyright FOLSOM STREET MISSION STREET SECTOR 14 18 516 15 19 Scale: Checked By: Drawn By: No.: Project MAY 15,2015 MAY As indicated As 212125 20 BDC, CKB BDC, TEAM

THIRD STREET WIRE MESH RE: A8.1.03 FOR

DIM PT REINFORCEMENT 1/4" MORE INFORMATION 2' - 7" EJC - 2, CONC TO MATCH ADJ 1' - 5 3/4" CONC SLAB WIRE MESH

1% SLOPE DIM PT DIM PT DIM PT REINFORCEMENT 2' - 6" 747 Howard Street, EJC - 2, CONC TO MATCH ADJ San Francisco, CA 94103 CONC SLAB 5"

1% SLOPE 1/4" 1/4" CONCRETE TO Architect / Structural Engineer: MATCH STRUCTURAL SLAB

5 1/2" MIN CLR STRUCTURAL SLAB

5 1/2" MIN CLR 10" SKIDMORE, OWINGS & MERRILL LLP SEISMIC COVER ATTACHMENT CONC LEDGE, ONE FRONT STREET, SAN FRANCISCO, CA 94111 ANGLE BY MANUFACTURER SEISMIC COVER RE: STRUCT ATTACHMENT Associate Architect: ANGLE BY MANUFACTURER QBD 042-003 1 2' - 2" 1' - 2" EJC - 1

QBD 042-003 1 Consultant: QBD 042-003 1

QBD 042-003 1

Consultant: QBD 042-003 1 EJC - 1

4" Seal & Signature: Date: CONCRETE WALL, QBD 042-003 1 RE: STRUCTURAL

RF-1 4" DRAIN @ BASE OF TRENCH RE: PLUMB DRAIN @ BASE OF TRENCH RE: RF-1 PLUMB QBD 042-003 1 QBD 042-003 1

Issued For: TUBE STEEL ROOF COVER BOARD, 1/2" No.: Description: Date: FRAMING FOR DRAIN BODY 90% CONSTRUCTION MAR 20, 2015 TUBE STEEL DOCUMENTS 95% CONSTRUCTION APR 17, 2015 MEMBRANE SUBSTRATE FRAMING FOR DOCUMENTS BOARD DRAIN BODY 95% CONSTRUCTION MAY 15, 2015 DOCUMENTS - REV. 1 1 PHASE 2/3 ADDENDUM B SEP 18, 2015

METAL DECK MEMBRANE SUBSTRATE BOARD

METAL DECK SEISMIC JOINT @ DRAIN SCALE: 3" = 1'-0" 28 WIRE MESH REINFORCEMENT

EJC - 2, CONC

DIM PT 3' - 6 3/4" TO MATCH 1/4" ADJ CONC 1% SLOPE SLAB

SEISMIC JOINT @ DRAIN ON ELEVATOR LANDING SCALE: 3" = 1'-0" 03

5 1/2" MIN STRUCT SLAB

QBD 042-003 1

RF - 1

EJC - 1

NOT FOR CONSTRUCTION

TUBE STEEL FRAMING FOR Key Plan: DRAIN BODY ZONE SECTOR

MISSION STREET

01 METAL DECK 01 02 03 04 05 06 07 08 02

SEISMIC JOINT @ TURN TO ELEVATOR LANDING FOURTH STREET

09 10 11 12 THIRD STREET SCALE: 3" = 1'-0" 26 13 14 15 16

NORTH 03 12.2 13.4 14 14.5 15 16.4 True North 17 18 19 20 31 21 25 FOLSOM STREET P3 - A5.3.14 P3 - A7.1.12 P3 - A5.5.02 Sheet Name: CUSTOM NOTCHED SEISMIC JOINT EXTERIOR DETAILS COVER PREFORMED FOAM SEISMIC SEAL

EJC-2 4" - 1' N.1 8' - 1" - 8' 3" M.9 1% MIN Project No.: EJC-2 EJC-2SLOPE EJC-2 EJC-2 EJC-2 9" - 5'

1' - 3" - 1' 26 212125 EJC-2 P2/3 - A8.8.02 Drawn By: 10" 03 MIN 2' - 6" - 2' 1' - 5" 10' - 0" 10' - 0" 2" - 1' 10' - 0" 10' - 0" TEAM 1% MIN 2' - 7" - 2' P2/3 - A8.8.02 SLOPE EJC-2 EJC-2 EJC-2 EJC-2 EJC-2 EJC-2 EJC-2 EJC-2 EJC-2 EJC-2 EJC-2 EJC-2 EJC-2 EJC-2 EJC-2 1' - 3" FOR SESIMIC MOVEMENT Checked By: FOR GRADING, SEISMIC JOINT, SLOPE DOWN, 2' - 7" 3' - 11" 6' - 1"7' - 6" 13' - 9"6' - 3" 6' - 3" 12' - 4"6' - 1" 6' - 5" 13' - 4 3/4"6' - 11 3/4" 6' - 11 1/4" 13' - 0 1/4"6' - 1" 10' - 0" 5' - 0" 6' - 1" 3' - 11" 7' - 6" 3' - 7" RE: LANDSCAPE BDC, CKB RE: LANDSCAPE TURN DOWN P2/3 Scale: EDGE OF STRUCTURAL SLAB BELOW As indicated EDGE OF SITE 28 Sheet No.: SLAB BELOW P2/3 - A8.8.02 SEISMIC JOINT PLAN SCALE: 1/4" = 1'-0" 01 A8.8.02

9/17/2015 9:01:02 PM c Copyright Skidmore, Owings & Merrill LLP 2015 747 Howard Street, San Francisco, CA 94103

Architect / Structural Engineer:

SKIDMORE, OWINGS & MERRILL LLP ONE FRONT STREET, SAN FRANCISCO, CA 94111

Associate Architect:

EXTERIOR SHEATHING

FLUID APPLIED WATER BARRIER 2

SILICONE SHEET FLASHNG

DIM PT Consultant:

ALUMINUM PANEL, FIN-3 7" REPAIR AND FINISH TO MATCH EXPECTED MOVEMENT EXISTING, CEMENT PLASTER Consultant: WEST BRIDGE PANELS @ EXISTING WALL SCALE: 3" = 1'-0" 05

Seal & Signature: Date:

Issued For: No.: Description: Date:

P 25 EJC -2

I 90% CONSTRUCTION MAR 20, 2015

D P2/3 - A8.8.03 DOCUMENTS 95% CONSTRUCTION APR 17, 2015 DOCUMENTS 1' - 4 1/2" PVR-1 95% CONSTRUCTION MAY 15, 2015 DOCUMENTS - REV. 1 DIM PT

1 1/2" STAINLESS STEEL TUBE DIM PT 13 P2/3 - A8.8.03

1 1" STAINLESS STEEL TUBE

1 STAINLESS STEEL WIRE MESH

3 28 P2/3 - A1.8.18 05 P2/3 - A8.8.03

FORMED "

(E) STRUCTURE 1

" 1/8"

ALUMINUM '

- 3/8"

3/8"

' COPING, FIN-2

3 RC CHANNEL (E) CEMENT PLASTER

1' - 7 1/2" "

4 CIP

TOPPING SLAB /

" (E) STRUCTURE

5 MULTI-COMPONENT 8"x8" WWF POLYURETHANE SEALANT DIM PT

(E) CEMENT (E) DOORS PLASTER SOFFIT NEW CONCRETE CURB

STRUCTURAL FOAM 4

1 RE: STRUCTURAL

EXTERIOR SHEATHING 9

CPS-2 , PTD TO MATCH 1' - 6" 1" EXISTING (E) CIP STAIRS NOT FOR CONSTRUCTION (E) SIDEWALK PARAPET @ WEST BRIDGE NORTH LANDING FLR 1 - LOBBY LEVEL EL: 0' - 0" Key Plan: SCALE: 3" = 1'-0" 15 ( +21' - 0" CD ) DIM PT ZONE SECTOR WEST BRIDGE SECTION MISSION STREET SCALE: 1/2" = 1'-0" 02 01

01 02 03 04

T 05 06 07 08

P 02

M FOURTH STREET I EXISTING WALL BEYOND

09 10 11 12 THIRD STREET CONCRETE PAVING, D BB.3 RE: LANDSCAPE (E) OFFICE 13 14 15 16 MANAGEMENT NORTH 03 RIGID POLYSTYRENE FILL, 1/8" 1/8" PVR-1 True North 17 18 19 20 RE:STRUCTURE FOLSOM STREET 1" 7" EJC-9 1/4" EJC-2 (E) STAINLESS Sheet Name: EXPECTED MOVEMENT PEDESTAL SUPPORTS SILICONE SHEET 25 STEEL SWING GATE FLASIHNG 8"x8" WWF DIM PT P2/3 - A8.8.03 EXTERIOR DETAILS 8"x8" WWF RE: LANDSCAPE EJC-2

ALUM. STIFFNER PLATE AS REQUIRED DRAINAGE MAT RT-2 DRAINAGE MAT

PROTECTION SHEET PROTECTION SHEET 7 3/4" REINFORCING SHEET SIM. Project No.: RT-2 07 07 212125 P2/3 - A8.8.04 13 P2/3 - A8.8.04 STRUCTURAL SLAB 8" - 1' Drawn By: TYP. 2' - 6" - 2' P2/3 - A8.8.03 RE: STRUCTURE CONCRETE DECK TEAM RE: STRUCTURAL Checked By: 1/4" ALUM. BENT PLATE 2' - 3" 2' - 3" BDC, CKB 8 9 P2/3 Scale: 7' - 7 1/2" 31' - 10 1/8" As indicated Sheet No.: SEISMIC JOINT COVER SEISMIC JOINT COVER SEISMIC JOINT PLAN SCALE: 3" = 1'-0" 25 SCALE: 3" = 1'-0" 13 SCALE: 1/4" = 1'-0" 01 A8.8.03

5/12/2015 8:57:10 PM c Copyright Skidmore, Owings & Merrill LLP 2015 SILICONE SHEET 16.8 CFMF 747 Howard Street, 9 3/4" 1' - 5 3/8" San Francisco, CA 94103 SLAB EDGE SLAB EDGE SLAB EDGE BELOW

Architect / Structural Engineer:

2" RIGID INSULATION GALV. SHEET METAL SADDLE FLASHING SKIDMORE, OWINGS & MERRILL LLP OPENING ONE FRONT STREET, SAN FRANCISCO, CA 94111 GALV. SHEET METAL Associate Architect:

SHEET WATERPROOFING MEMBRANE SET IN FULL CPS-2, PTD-5C BED OF SEALANT PLASTER INFILL COVER PLATE TO MATCH ADJACENT PLASTER Consultant: FINISH

P EXPANSION JOINT COVER - 3

D FORMED ALUMINUM COPING, FIN-2 1/4" Consultant: T/ PARAPET NORTH EL: 53' - 0" ( +74' - 0" CD ) PLAN DETAIL - EXPANSION JOINT COVER 2 @ LEVEL 2 SCALE: 3" = 1'-0" 17 Seal & Signature: Date: 3 1/8" MULTI COMPONENT POLYURETHANE SEALANT

CASING MOLD

SHEET WATERPROOFING WALL

EXTERIOR SHEATHING Issued For: BB.6.3 No.: Description: Date: BASIN SLAB 50% CONSTRUCTION DEC 18, 2014 HSS TUBE STL, 6" X 8" DOCUMENTS 90% CONSTRUCTION MAR 20, 2015 AXON - SILL PAN / STEP FLASH @ MEMBRANE WALL DOCUMENTS SCALE: 3" = 1'-0" 95% CONSTRUCTION APR 17, 2015 04 DOCUMENTS 95% CONSTRUCTION MAY 15, 2015 2" RIGID INSULATION PT. DOCUMENTS - REV. 1 DIM

1/4" 16.8 CFMF 9 1/2" EXTERIOR SHEATHING CPS-2, PTD-5C FLUID APPLIED WATER BARRIER 2

CPS-2, PTD-5C

SILICONE SHEET 6 1/4" CFMF AC-3

T/STEEL NORTH ROOF

EL: 51' - 6" B

( +72' - 6" CD ) 6" CUR

2" MIN. 2" FLR 2 - BRIDGE LEVEL EL: 32' - 0" SECTION DETAIL EXPANSION JNT. COVER 4 @ COPING ( +53' - 0" CD ) SCALE: 6" = 1'-0" 34

MULTI COMPONENT POLYURETHANE SEALANT

CPS-1, PTD -5C COMPRESSOION STRUT 2" RIGID INSULATION STEEL BEAM, RE: HORIZONTAL SEISMIC SEPERATION STRUCT. SPRAYED SILICONE SHEET MEMBRANE PLAN DETAIL - EXPANSION JOINT MEMBRANE WALL @ PLAZA DECK LEVEL FIREPROOFING SCALE: 3" = 1'-0" 15 SEISMIC BRACING AS REQUIRED FORMED ALUM COPING

PT. T/ PARAPET NORTH RAIN LEADER FROM DIM EL: 53' - 0" ( +74' - 0" CD ) EAST BRIDGE GUTTER 1/4" 1 1/2" NOT FOR 16.8 CONSTRUCTION

3" 1 3/4" 2' - 6 1/2" 1 5/8" Key Plan: 1' - 1 3/8" EXPANSION JOINT COVER - 2 ZONE SECTOR

MISSION STREET

3/4" CONC INFILL COVER PLATE TO MATCH ADJACENT CONC FINISH 01

01 02 03 04 05 06 07 08 FLR 2 - BRIDGE LEVEL 02 FOURTH STREET

EL: 32' - 0" FLASHING CLAMP 09 10 11 12 THIRD STREET ( +53' - 0" CD ) PLATE 15 13 14 15 16

P2/3 - A8.8.11 NORTH 03 True EXTERIOR SHEATHING North 17 18 19 20 FOLSOM STREET DOWNSPOUT NOZZLE STL ANGLE SADDLE FLASSHING Sheet Name: RE: 04/-- CONCRETE SPLASH BLOCK HSS TUBE STL, 6" X 8" EXTERIOR DETAILS

CFMF" RF - 1

Project No.: TAPERED RIGID INSULATION 212125 Drawn By:

TEAM Checked By: ADHERE SEAM BETWEEN WALL SEISMIC JOINT MEMBRANE AND BDC, CKB BASIN MEMBRANE P2/3 Scale:

SECTION DETAIL EXPANSION JNT. COVER COPING - NORTH SECTION DETAIL - EXPANSION JOINT COVER 2 @ LEVEL 2 SECTION DETAIL @ BASIN MEMBRANE WALL Sheet No.: SCALE: 6" = 1'-0" 31 SCALE: 3" = 1'-0" 13 SCALE: 3" = 1'-0" 01 A8.8.11

5/12/2015 8:57:43 PM c Copyright Skidmore, Owings & Merrill LLP 2015