The following items are intended to revise and clarify the Drawings and the Project Manual.

Transcription

1 CHARLOTTESVILLE, VA 6 Charlotte Park Drive, Suite 0 Charlotte, NC 87-9 t: f: UNC Charlotte Union Parking Deck Expansion SKA Project No SCO ID No A March 6, 07 Subject: Addendum #0 Bidder is hereby notified that this Addendum#0 shall hereby become a part of the Contract Documents, and shall be attached to the Project Manual for the Project. The following items are intended to revise and clarify the Drawings and the Project Manual. The bidder shall see that his Sub-Bidders are in full receipt of the information contained herein. Note that the Pre-Bid Meeting Minutes constitute Addendum #0. Refer to Sheet S0.. Refer to Structural Design Data: Foundation Notes. Delete reference to subsurface report indicated and refer to ECS Reports of Subsurface Exploration for UNC Charlotte Union Deck Expansion (ECS Projects 08-8 and 08-8-C dated Sept 8, 06 and Jan, 07 respectively). These reports are provided in the Project Manual.. Delete reference to Composite Beam Notes. Refer to Sheet S.. Refer to Grade Beam Schedule. GB is required for both the Base Bid and Alternate #6. Refer to section /S.. Grade beam width and depth are indicated in schedule as H and B respectively.. Refer to section /S.. Continue caisson/drilled pier spiral or tie reinforcement through the grade beam cap to the underside of the horizontal grade beam reinforcement. Delete Overlapping U ties indicated. Refer to Sheet S. 6. Refer to Foundation Plan. Grade Beam GB7 extends continuously on line F from x to. 7. Grade beam reinforcement and dimensional properties shall extend to the far side of intersected grade beam or grade beam cap. Terminate all top bars with 90 degree standard hook around intersected grade beam top horizontal reinforcement. 8. Refer to Foundation Plan. Caissons depicted on plan are NOT TO SCALE. Refer to Drilled Pier Schedule for size. 9. Refer to section /S.. CMU wall from grade beam through level shall be " thick nominal. Delete " NOM dimension reference. Reinforcement size and spacing is unchanged. Where wall is below exterior grade, grout all cells and cavity solid. Provide dowels to match vertical reinforcement with 90 degree standard hook; lap 8 bar diameters with vertical reinforcement. QUALITY. INTEGRITY. INNOVATION. Structural Mechanical Electrical-Plumbing-Fire Protection Building Solutions-Roofing-Waterproofing

2 0. S mark on Foundation Plan indicates a Grade Beam or Continuous Footing Step. Refer to /S8.. Provide stepped reinforcement to match all continuous reinforcement.. Provide turned down slab edge of interior slab onto grade beam at all transitions from interior slab to exterior pavement (typical). Provide # x 6'- with 90 degree hook at 8" center-tocenter and () additional # bars continuous in turned down portion. Refer to Sheet S... Refer to Foundation Plan for Alternate #6. All walls for the addition shall be " thick castin-place concrete reinforced with # at 8" center-to-center each way each face. Vertical reinforcement at corners and mullions of openings shall be as indicated for column types indicated ( and 6).. Architectural Drawing AD. is to be added to the Contract (see attached).. Architectural Drawings A., A., A., A., A. and A. are revised (see attached).. Structural Drawings S., S., S., S., S. and S7. are revised (see attached). 6. Refer to Pre-Bid Meeting Minutes (Addendum # 0), Note D..iv. UNC Charlotte to provide locations of tops for water and electrical services. Contractor shall provide services to trailers. 7. Refer to Pre-Bid Meeting Minutes (Addendum # 0), Note D..vi. Time of day restrictions will not be placed on deliveries to the site. 8. Refer to Pre-Bid Meeting Minutes (Addendum #0), Note D..vii. Regarding noise restrictions; Noise generating equipment and vibrations shall start after 8:00 am and end at dusk. Coordinate hours of work with Owner when school is not in session. Work hour restrictions may be waived or changed during these times. 9. Refer to Sheet E. and Partial Plan /E.. Change reference to outlets from L60A to Provide () L60R outlets. 0. Refer to General Demolition Note B on Sheet E.. A mandatory pre-bid walkthrough is not required. Submitted by: Timothy E. Cook, PE Senior Project Manager, Structural Engineering Group - Charlotte Attachments: New Architectural Drawing AD. Revised Architectural Drawings A., A., A., A., A. and A. Revised Structural Drawings S., S., S., S., S. and S7. --END OF ADDENDUM #0-- UNC Charlotte Union Parking Deck Expansion Bidding Document Holders March 6, 07 UNC Charlotte Union Parking Deck Expansion Addendum #0 Page of SKA Project No (SCO ID No A

3 6 Charlotte Park Dr, Suite 0 Charlotte, NC 87-9 t: f: x x x x x x x x x remain the property of compensation to SKA. Copyright 06 by SKA permitted under the United States Copyright Act of 976, of /6/07 ::00 PM AD. AD. AD. TEMPORARY CAR BARRIER TO BE PROVIDED ONCE WALL PANELS ARE DEMOLISHED; DRAWINGS DEMOLISH EXTERIOR WALL AND VENEER, SEE ELEVATIONS TEMPORARY CAR BARRIER TO BE PROVIDED ONCE WALL PANELS ARE DEMOLISHED; DRAWINGS DN DEMOLISH EXTERIOR WALL AND VENEER, SEE ELEVATIONS REFER TO STRUCTURAL FOR REMOVAL & COVERING OF PRECAST PANEL EMBED PLATES TEMPORARY CAR BARRIER TO BE PROVIDED ONCE WALL PANELS ARE DEMOLISHED; DRAWINGS DN REMOVE STRIPES & TEMPORARILY RESTRIPE TO MATCH LVL DRIVE LANES, SEE FUNCTIONAL DRAWINGS FOR STRIPING REQUIREMENTS DEMOLISH EXTERIOR WALL AND VENEER, SEE ELEVATIONS DN REMOVE STRIPES & TEMPORARILY RESTRIPE TO MATCH LVL DRIVE LANES, SEE FUNCTIONAL DRAWINGS FOR STRIPING REQUIREMENTS South Tryon Street, Suite 00 Charlotte, North Carolina 88 (t) 70/7-666 JPA Project No. 6SKA00 CABLE RAILING TO BE DEMOLISHED; CABLE RAILING TO BE DEMOLISHED; AD. EDGE OF LEVEL BELOW REFER TO STRUCTURAL FOR REMOVAL & COVERING OF PRECAST PANEL EMBED PLATES TEMPORARY CAR BARRIER TO BE PROVIDED ONCE WALL PANELS ARE DEMOLISHED; DRAWINGS COMPACT AD. COMPACT AD. COMPACT /6/7 ADDENDUM.8a. xw. DEMOLISH EXTERIOR WALL AND VENEER, SEE ELEVATIONS EQ EQ UP NO PARKING DN COMPACT EGRESS STAIR TO REMAIN OPEN TO PUBLIC.8a. xw. DEMOLISH EXTERIOR WALL AND VENEER, SEE ELEVATIONS UP COMPACT NO PARKING DN TEMPORARY CAR BARRIER TO BE PROVIDED ONCE WALL PANELS ARE DEMOLISHED; EGRESS STAIR TO REMAIN OPEN TO PUBLIC.8a. xw. DEMOLISH EXTERIOR WALL AND VENEER, SEE ELEVATIONS UP COMPACT NO PARKING DN TEMPORARY CAR BARRIER TO BE PROVIDED ONCE WALL PANELS ARE DEMOLISHED; EGRESS STAIR TO REMAIN OPEN TO PUBLIC SCO ID #6-67-0A ARCHITECTURAL DEMOLITION PLANS EQ EQ 6" 6" AD. AD. AD. x x x.8 x x. x.6 x x x.8 x x. x.6 x x x.8 x x. x.6 DEMOLITION PLAN LEVELS & DEMOLITION PLAN /" = '- /" = '- /" = '- DEMOLITION PLAN LEVEL PSP 0//7 PROJECT NORTH AD.

4 0 F ' - 8' - 8 /" 9' - " SITE STAIR -SEE CIVIL DRAWINGS ' - 7 /" 8' - 0 /" ' - 8' - 9 /" ' - 8' - 8" ' - 8' - 8" ' - 8' - 8" ' - 8' - 8" ' - 8' - 8" ' - ' - " BIKE LOCKERS, NIC 08' x A. MARK 0 A. ' - 7' - /" HM HM HM HM NR x DOOR SIZE DOOR WD HGT THK MATERIAL x A. DOOR TYPE 7' - " FRAME MATERIAL ' - " FRAME F FRAME TYPE FIRE RATING HARDWARE SET 0 ' - 7' - /" HM HM HM HM NR 07 ' - 6" 7' - /" HM HM HM HM NR REMARKS DOOR SCHEDULE GENERAL NOTES. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.. PRIME AND PAINT ALL HM FRAMES & DOORS, COLOR TO MATCH GREEN ON DOORS AND FRAMES.. ALL FRAMES " HM FRAME WITH " HEAD-FULLY GROUTED. ALL DOORS SOLID FLUSH HM FLOOR PLAN GENERAL NOTES. EXISTING WALLS TO REMAIN ARE INDICATED IN HALFTONE. ALL OTHER WALLS SHOWN ARE NEW.. REFER TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINET LOCATIONS.. DIMENSIONS ARE TAKEN TO FINISH FACE OF WALLS AND PARTITIONS UNLESS NOTED OTHERWISE.. ALL MASONRY DIMENSIONS ARE NOMINAL U.N.O.. ALTERNATE: AT UNDERSIDE OF NEW STRUCTURE ABOVE, INCLUDING ALTERNATE DECK AND BEAMS, COAT WITH PERMEABLE WHITE FINISH COAT DECK UNDERSIDE FLOOR PLAN LEGEND WALL / PARTITION - COORDINATE WITH PARTITION SCHEDULE NEW DOOR - SHOWN WITH DOOR TAG remain the property of compensation to SKA. Copyright 06 by SKA permitted under the United States Copyright Act of 976, of 6 Charlotte Park Dr, Suite 0 Charlotte, NC 87-9 t: f: /6/07 ::9 PM 8' - 8" A. FEC FIRE EXTINGUISHER CABINET ' - 8' - 8" E. ' - 9" A. 60' - ' - 8' - 8" ' - ' - 7" ' - " STRUCTURAL EXPANSION JOINTS x x6 FULL HEIGHT CHAIN LINKFENCE IN EXISITNG OPENING FULL HEIGHT CHAINLINK FENCE x7 x8 E. South Tryon Street, Suite 00 Charlotte, North Carolina 88 (t) 70/7-666 JPA Project No. 6SKA00 C.6 C. ' - 7" 6' - 7" ' - " 6" ' - 6' - " FEC FULL HEIGHT CHAINLINK DOUBLE GATE, 6'- WIDE FEC C. A. 7' - " 8' - 8" ' - 6' - " ' - " ROOF DRAIN DOWN FROM ABOVE(SEE PLUMBING) /6/7 ADDENDUM ' GV EXPANSION JOINT 6' - 9' - ' - ' - ' - A. UP A. ELEV 0 07 A. SEE NOTE ELEC 0 6 A. " ' - 7" 8' - 8" A. ' - " 0 0 ' - 6" A. ' - " 6" ' - " VENDING MACHINES BY OWNER ' - " ' - ITS 0 A. A. A. A. NOTE - ROOM FINISHES FLOOR: SEAL CONCRETE WALLS: LINE INTERIOR OF ROOM WITH DAMPPROOFING, & " XPS RIGID INSULATION(R7.6) & /" FRT PLYWOOD. PAINT WITH WHITE EPOXY PAINT. CEILING: FASTEN " XPS RIGID INSULATION (R)TO ROOF DECK. SEE ELECTRICAL DRAWINGS FOR LIGHTING. ' - ' - ' - ' - 8" ' - ' - ' - 8" ' - ' - 8' - 8" ' - ' - 8" ' - " 8" EXP JOINT ' - 6' - 9' - 6" UP FEC STR 0.8a. xw. SCO ID #6-67-0A FLOOR PLAN LEVEL & DOOR SCHEDULE 6' - " JMK LEVEL WEST /" = '- 6 7 x A. x x.8 x x. x.6 x x6 x7 x8 PSP 0//7 A. PROJECT NORTH

5 6 Charlotte Park Dr, Suite 0 Charlotte, NC 87-9 t: f: x6 x x x x 7 6 remain the property of compensation to SKA. Copyright 06 by SKA permitted under the United States Copyright Act of 976, of SHEET A... SHEET A. ALTERNATE 7 COAT EXISTING PRECAST PANELS -CLEAN & FINISH ALL EXISTING & NEW PRECAST CONCRETE PANELS IN SILICONE ELASTOMERIC COATING TO MATCH BRICK. FINISH EXTERIOR FACE, BOTTOM AND TOP PLANES OF PANELS. DO NOT PAINT COLUMNS. -CLEAN & FINISH FACE & SIDES OF COLUMN PANELS ' - 6" A. CABLE RAILING-SEE STRUCTURAL DRAWINGS LEVEL 6 ' - " A. STEEL CABLE GUARDRAILS DRAWINGS BASE: DARK GREY BRUSHED CONCRETE TOPPING, FINISH FRONT AND UNDERSIDE OF BEAMS ADD ALT: FRP PANELS CLIPPED TO EDGE OF STRUCTURE, WRAP FRONT AND UNDERSIDE OF BEAMS POLE LIGHTS; SEE ELECTRICAL BRICK VENEER OVER CONCRETE CAST STONE CAPITAL (CS-6) AND BASE (CS-7) BRICK PILASTERS CS- CS- /6/07 :: PM ' - " SHEET A. SHEET A.. MATCH LINE CHAIN LINK FENCE NORTH ELEVATION /8" = '- ' - CJ, TYPICAL ' - 0 /8" CS- CS- CS-B AT PILASTERS CAST STONE WATERTABLE (CS-A) ROWLOCK SILL- SEE SECTION /A. ' - 8" ' - /8" ' - 8" TYPICAL OPENING WITH ALTERNATE DOUBLE SOLIDER AND HEADER STRETCHER COURSE SEE SECTION /A. /" BRICK REVEAL COURSES 0' - " LEVEL ' - 8" LEVEL ' - 8" LEVEL ' - 8" EXST LEVEL -' - South Tryon Street, Suite 00 Charlotte, North Carolina 88 (t) 70/7-666 JPA Project No. 6SKA00 F E. C.6 C. C. A. STANDING SEAM METAL ROOF CAST STONE BRACKETS (CS-9) /6/7 ADDENDUM ' - 9 /8" A. A. MORTARED CAST STONE JOINTS, TYP. CS- CS- CS- CS- CS-B AT PILASTERS CS-A CS-6 CS-7 CAST STONE SILL (CS-0) CS-0B CAST STONE COPING CS- CS- ' - " LEVEL ' - 8" LEVEL ' - 8" SCO ID #6-67-0A EXTERIOR ELEVATIONS ' - ' - " BRICK REVEAL COURSES LEVEL ' - 8" 8' - 8" CONTROL JOINTS, TYP. ROWLOCK SILL, TYP. TYPICAL OPENING WITH ALTERNATE DOUBLE SOLIDER AND HEADER STRETCHER COURSE SEE SECTION /A. EXST LEVEL -' - JMK PSP 0//7 WEST ELEVATION /8" = '- A. PROJECT NORTH A.

6 E. A..8a. xw. 6' - ' - 6" PROVIDE NEW INFILL STEEL GUARDRAILS MATCHING EXISTING AT INFILL PANELS PROVIDE NEW INFILL PRECAST PANELS AT DEMOLISHED PILASTERS EXISTING PRECAST PANELS NEW CURTAIN WALL TO MATCH EXISTING INFILL TO SLAB AT LEVEL 6 ' - " 6 Charlotte Park Dr, Suite 0 Charlotte, NC 87-9 t: f: WEST ELEVATION AT EXISTING DECK /8" = '- A. PROVIDE ALLOWANCE TO REBUILD AND RECONFIGURE EXISTING TOWER ELEVATION WHERE NEW SLAB IS CONSTRUCTED ' - " remain the property of compensation to SKA. Copyright 06 by SKA permitted under the United States Copyright Act of 976, of /6/07 ::7 PM A. E. F STANDING SEAM ROOF RECESS IN PRECAST PANEL. SEE RCP /A. PRECAST WALL RECESS IN PRECAST PANEL. SEE RCP /A. LEVEL 6 ' - " ' - " CAST STONE BRACKETS CS-9 OPENING CAST STONE SILL CS-0 AT OPENING CAST STONE SILL CS-0B ' - " CAST STONE BRACKETS CS-9 CAST STONE SILL 0-B OPENING CAST STONE SILL CS-0 ' - " STEEL CABLE RAILING ABOVE CONCRETE WALL; LEVEL ' - 8" STEEL CABLE RAILING ABOVE CONCRETE WALL; LEVEL ' - 8" STEEL CABLE RAILING ABOVE CONCRETE WALL; LEVEL ' - 8" A. BRICK VENEER OVER PRECAST PANEL TYP STAIR TOWER LEVEL ' - 8" LEVEL ' - 8" LEVEL ' - 8" A. A. STRUCTURAL BEAMS AND SLAB LEVEL ' - 8" PRECAST STAIR AND STEEL RAILINGS STEEL CABLE GUARDRAIL; LEVEL ' - 8" LEVEL ' - 8" South Tryon Street, Suite 00 Charlotte, North Carolina 88 (t) 70/7-666 JPA Project No. 6SKA00 ' - EXST LEVEL -'- BRICK VENEER OVER CMU BRICK VENEER OVER PRECAST PANEL TYP STAIR TOWER EXST LEVEL -'- ELEC 0 ITS 0 EXST LEVEL -'- A. EAST ELEVATION /8" = '- CMU WALL WITH INTEGRAL COLOR 6 STAIR TOWER - NORTH ELEVATION /8" = '- 7 x x x.8 x x. x.6 A. STAIR TOWER - EAST ELEVATION /8" = '- /6/7 ADDENDUM CS- STANDING SEAM METAL ROOF CAST STONE BRACKETS (CS-9) CAST STONE SILL (CS-0) CS-0B AT ELEVATION A. BEYOND A. A. A. A. CS- CS- CS- CS- CS-B AT PILASTERS CS-A CS-6 CS-7 NEW COLUMN EXPANSION JOINT EXISTING STAIR TOWER AND DECK LEVEL 6 ' - " ' - " LEVEL ' - 8" LEVEL ' - 8" SCO ID #6-67-0A EXTERIOR ELEVATIONS BRICK REVEAL COURSES ' - LEVEL ' - 8" A. /8" = '- 9' - /8" SOUTH ELEVATION ' - " ' - 9 /" CJ, TYPICAL EXST LEVEL -'- JMK PSP 0//7 A. PROJECT NORTH

7 GLAZING SCHEDULE x. x x x x x0 ALTERNATE 7 x9 COAT EXISTING PRECAST PANELS -CLEAN& FINISH ALL EXISTING PRECAST CONCRETE PANELS IN SILICONE ELASTOMERIC COATING TO MATCH BRICK. FINISH EXTERIOR FACE, BOTTOM AND TOP PLANES OF PANELS. DO NOT PAINT COLUMNS. -CLEAN& FINISH FACE & SIDES OF COLUMN PANELS x8 x7 SHEET A... x6 SHEET A. x GL- /" CLEAR GLASS GL-T /" CLEAR TEMPERED x ' - 6" LEVEL 6 ' - " 6 Charlotte Park Dr, Suite 0 Charlotte, NC 87-9 t: f: ' - " remain the property of compensation to SKA. Copyright 06 by SKA permitted under the United States Copyright Act of 976, of LEVEL ' - 8" /6/07 ::0 PM LEVEL ' - 8" LEVEL ' - 8" EXST LEVEL EXISTING NORTH ELEVATION /8" = '- BRICK VENEER SOLDIER COURSE AIR CAVITY CONTINUOUS MTL FLASHING & WEEPS BRICK VENEER SOLDIER COURSE AIR CAVITY CONTINUOUS MTL FLASHING & WEEPS 8" " CURTAIN WALL HEAD SHEET A.. PRECAST WALL PANEL SHEET A. MATCH LINE 8" " CURTAIN WALL GLAZING CURTAIN WALL SILL WITH FLASHING PAN AND END DAMS; TYP. CAST STONE BRACKET BEYOND (CS-9) CAST STONE BAND (CS-0) DAMPPROOFING-WRAP TOP OF PRECAST PRIOR TO CAST STONE INSTALLATION -' - South Tryon Street, Suite 00 Charlotte, North Carolina 88 (t) 70/7-666 JPA Project No. 6SKA00 CURTAIN WALL HEAD CURTAIN WALL HEAD BRICK VENEER 8 /" /" " BRICK BEYOND CURTAIN WALL HEAD - /" = '- DOUBLE GLAZED CURTAIN WALL PANEL 7 /" /" /" " /" BRICK BEYOND CURTAIN WALL HEAD - LEVEL /" = '- GLAZE NORTH AND EAST WALL WINDOW OPENINGS AT SIM A. A. GL- CURTAIN WALL HEAD/JAMB - TOWER /" = '- STANDING SEAM METAL ROOF CAST STONE BRACKETS (CS-9) PRECAST SILL (CS-0) CS-0B GLAZE NORTH AND EAST WALL WINDOW OPENINGS AT SIM 9 GL- GL- GL- PRECAST WALL PANEL AIR CAVITY CURTAIN WALL SILL - TOWER /" = '- STANDING SEAM METAL ROOF CAST STONE BRACKETS (CS-9) CAST STONE SILL (CS-0) /6/7 ADDENDUM 9 /" " /" /" " " 8" SSG HORIZONTAL MULLION DOUBLE GLAZED CURTAIN WALL PANEL 6 CURTAIN WALL MULLION DETAIL /" = '- /" = '- CURTAIN WALL GLAZING CURTAIN WALL SILL WITH FLASHING PAN AND END DAMS; TYP. CAST STONE BAND (CS-) /" 9 /" " " 9 /" " " CURTAIN WALL JAMB CURTAIN WALL GLAZING CURTAIN WALL SILL WITH FLASHING PAN AND END DAMS; TYP. BRICK ROWLOCK SILL CURTAIN WALL GLAZING CURTAIN WALL - " SSG JAMB SEALANT - BOTH SIDES GL- 8 A. A. 7 A. 6 A. GL-T A. ' - 0 /8" GL-T AT TOWER TYPICAL CAST STONE COPING CS- ' - " LEVEL ' - 8" LEVEL ' - 8" LEVEL ' - 8" CS- CS- BRICK REVEAL COURSES BRICK ROW LOCK SILL CS- CS- BRICK REVEAL COURSES CAST STONE WATERTABLE GL-T GL-T GL-T GL-T GL-T GL-T GL-T GL-T GL-T GL-T GL-T GL-T CS-0B ' - " LEVEL ' - 8" LEVEL ' - 8" LEVEL ' - 8" SCO ID #6-67-0A ELEVATION ALTERNATES /" BRICK VENEER BRICK VENEER A. EXST LEVEL -'- EXST LEVEL -'- AIR CAVITY AIR CAVITY JMK CURTAIN WALL SILL - LEVEL /" = '- CURTAIN WALL SILL - LEVEL /" = '- WEST ELEVATION /8" = '- ALTERNATE STAIR TOWER GLAZING SOUTH ELEVATION /8" = '- ALTERNATE STAIR TOWER GLAZING PSP 0//7 A. PROJECT NORTH

8 6 Charlotte Park Dr, Suite 0 Charlotte, NC 87-9 t: f: remain the property of compensation to SKA. Copyright 06 by SKA permitted under the United States Copyright Act of 976, of CS- /6/07 :: PM BRICK VENEER ON PRECAST PANEL TYP STAIR TOWER ALTERNATING BRICK HEADER/STRETCHER ARCH LEVEL ' - 8" ' - PRE-ENGINEERED ARCH BRICK SUPPORT SYSTEM TYP. OPENINGS /" BRICK REVEALS TYP 9' - /8" -' - CS- CS- CS- SIM A. A. 8' - A. 8' - 8' - FLUSH STRUCK MORTAR JOINTS AT CAST STONE PEICES, COLOR TO MATCH CAST STONE, TYP BRICK VENEER WITH CAST STONE CAST STONE CAPITAL AND BASE South Tryon Street, Suite 00 Charlotte, North Carolina 88 (t) 70/7-666 JPA Project No. 6SKA00 BRICK VENEER PILASTERS ENTRY ELEVATION /" = '- ' - " CS-6 A. LEVEL ' - 8" CS- CS- A. ' - ' - 8" ' - /8" ' - " 7' - " BRICK VENEER WITH CAST STONE LEVEL ' - 8" CABLE GUARDRAILS; SEE STRUCTURAL /6/7 ADDENDUM ROWLOCK SILL- SEE SECTION /A. SIM /8" /8" ' - /8" ' - /8" ' - /8" ' - ' - ' - BRICK VENEER ON PRECAST PANEL TYP STAIR TOWER CS- TYPICAL OPENING WITH ALTERNATE DOUBLE SOLIDER AND HEADER STRETCHER COURSE- SEE SECTION /A. /" BRICK REVEAL COURSES ROWLOCK SILL- SEE SECTION /A. LEVEL ' - 8" LEVEL ' - 8" EXST LEVEL CS-A SMOOTH TRANSITION BETWEEN CAST STONE PROFILES CS-B AT BASE OF BRICK PILASTER ' - " 8' - 8' - 8' - 8' - ' - 8" ' - " CS-7 LEVEL ' - 8" FLUSH STRUCK MORTAR JOINTS AT CAST STONE PEICES, COLOR TO MATCH CAST STONE, TYP LEVEL ' - 8" TYPICAL OPENING WITH ALTERNATE DOUBLE SOLIDER AND HEADER STRETCHER COURSE- SEE SECTION /A. /" BRICK REVEAL COURSES ROWLOCK SILL- SEE SECTION /A. GRADE MIN 8" BELOW SILL EXST LEVEL SCO ID #6-67-0A ENLARGED EXTERIOR ELEVATIONS /8" -' - -' - PEDESTRIAN ENTRANCE ELEVATION /" = '- TYPICAL BAY ELEVATION /" = '- BRICK CONTROL JOINT, TYP. COLOR TO CUSTOM MATCH MORTAR. JMK PSP 0//7 PROJECT NORTH A.

9 Level '-" CAST STONE PROFILE A. Sim ' - " ' - 8" STRUCTURAL COLUMN BEYOND WITH CAST STONE CAP BEYOND CIP WALL- BRICK VENEER ON " AIR GAP BRICK TIES 6" OC EACH DIRECTION STRUCTURAL COLUMN BEYOND ' - " ' - 6" TYP ' - " ' - " ' - 8" CAST STONE WALL CAP SLOPE TOP TO DRAIN PROFILE CS- CAST STONE PROFILE - CS- CIP. CONCRETE SLAB, WALL AND BEAMS; SEE STRUCTURAL BRICK VENEER ON " AIR GAP BRICK TIES 6" OC EACH DIRECTION PROVIDE WEEPS EVERY 6" OC AND CONTINUOUS ' - " ' - " ' - " ' - 8" CAST STONE WALL CAP SLOPE TOP TO DRAIN PROFILE CS-8 CAST STONE PROFILE - CS- STRUCTURAL COLUMN BRICK VENEER ON " AIR GAP BRICK TIES 6" OC EACH DIRECTION ' - " PROVIDE WEEPS EVERY 6" OC AND CONTINUOUS ' - PROVIDE WEEPS EVERY 6" OC AND CONTINUOUS ' - " remain the property of compensation to SKA. Copyright 06 by SKA permitted under the United States Copyright Act of 976, of 6 Charlotte Park Dr, Suite 0 Charlotte, NC 87-9 t: f: /6/07 :: PM GROUT SOLID ' - 8" CAST STONE PROFILE CS- SIM A. Sim ' - 8" CAST STONE PROFILE - CS- SIM A. ' - 8" CAST STONE PROFILE CS- SIM '-8" Level Level '-8" A. Sim ' - 0 /8" " ' - ' - " /8" /8" ' - 8" ' - 8" ' - /8" CAST STONE CAP PROFILE CS- SIM CIP WALL- CIP COLUMN BEYOND 8" CMU BRICK VENEER ON " AIR GAP BRICK TIES 6" OC EACH DIRECTION PROVIDE WEEPS EVERY 6" OC AND CONTINUOUS TUBE WEEPS EVERY 6" OC IN GROUT JOINT BETWEEN CAST STONE UNITS CAST STONE PROFILE CS-7 CAST STONE PROFILE CS-B AND PLATE CIP WALL- BRICK VENEER ON 6" AIR GAP BRICK TIES 6" OC EACH DIRECTION BRICK VENEER ON " AIR GAP BRICK TIES 6" OC EACH DIRECTION /" BRICK REVEAL TYP " CMU Level '-8" temp first floor 6'- " /8" ' - /8" ' - /8" ' - /8" ' - /8" ' - 8" ' - 8" CAST STONE CAP - CS-6 BRICK VENEER ON " AIR GAP BRICK TIES 6" OC EACH DIRECTION PROVIDE WEEPS EVERY 6" OC AND CONTINUOUS CAST STONE PROFILE - CS-7 CAST STONE PROFILE CS-B TUBE WEEPS EVERY 6" OC IN GROUT JOINT BETWEEN CAST STONE UNITS Sim A. AND PLATE " CMU BRICK VENEER ON 6" AIR GAP BRICK TIES 6" OC EACH DIRECTION /" BRICK REVEAL TYP LEVEL ' - 8" ' - 6" ' - 6" A. ' - A. A. ' - 0 /8" " TYP 8" '-6" TYP ' - 0 /8" ' - ' - ' - /8" /8" 7 /8" /8" ' - 8" ' - 8" ' - /8" 9 COURSES ' - " ' - " 6 COURSES ' - 8" CAST STONE CAP BEYOND PROFILE CS TYP BOTH SIDES OF CAPITAL. FV NOTCH REQUIRED AT CORE /" HOLE THROUGH BRICK AND CAST STONE FOR CABLE RAILS CABLE RAILING BY STRUCTURAL, TYP LEVEL &, () /" STEEL RAILS, BLACK FINISH. CENTER ON COLUMN LINE CAST STONE COPING, SLOPE TOP TO DRAIN, CS- BRICK PILASTER BEYOND DRAWINGS BRICK VENEER ON " AIR GAP BRICK TIES 6" OC EACH DIRECTION CIP CONCRETE SLAB, WALL AND BEAMS; SEE STRUCTURAL PROVIDE WEEPS EVERY 6" OC AND CONTINUOUS GROUT SOLID CAST STONE PROFILE CS- BRICK PILASTER BEYOND ' - 0 /" CAST STONE BASE BEYOND CS-7 CORE /" HOLE THROUGH BRICK AND CAST STONE FOR CABLE RAILS CABLE RAILING, TYP LEVEL () /" STEEL RAILS, BLACK CAST STONE COPING, SLOPE TOP TO DRAIN. PROFILE CS-A CIP WALL- DAMP PROOFING " CMU /" BRICK REVEAL ALTERNATE DOUBLE SOLIDER AND HEADER STRETCHER COURSE-SEE ELEVATION PROVIDE WEEPS EVERY 6" OC AND CONTINUOUS GALVANIZED LINTEL-SEE STRUCTURAL BRICK JAMBS, CONTINUE REVEAL COURSE ' - 8" 0' - ' - 8" LEVEL ' - 8" LEVEL ' - 8" /6/7 ADDENDUM South Tryon Street, Suite 00 Charlotte, North Carolina 88 (t) 70/7-666 SCO ID #6-67-0A JPA Project No. 6SKA00 WALL SECTIONS ROWLOCK SILL DETAIL TYP A. Sim A. Sim ' - /8" PROVIDE WEEPS EVERY 6" OC AND CONTINUOUS GROUT SOLID FOUNDATION DRAIN, SEE CIVIL Level VARIES PROVIDE WEEPS EVERY 6" OC AND CONTINUOUS GROUT SOLID FOUNDATION DRAIN, SEE CIVIL EXST LEVEL -' - A. 8" MIN VARIES PROVIDE WEEPS EVERY 6" OC AND CONTINUOUS GROUT SOLID FOUNDATION DRAIN, SEE CIVIL " CMU 6" CMU EXST LEVEL JMK PSP 0//7 WALL SECTION THROUGH PILASTER /" = '- /" = '- WALL SECTION AT STRUCTURAL COLUMN TYP WALL SECTION BETWEEN PILASTERS /" = '- PROJECT NORTH A.

10 BRICK TIE 6" OC TYP CONCRETE BEAM- /" CONTINUOUS DAMP PROOFING BRICK VENEER WITH BRICK TIES EVERY 6" EACH WAY CAVITY DRAINAGE MATERIAL THRU WALL FLASHING WITH WEEP EVERY 6" OC CAST STONE- PROFILE CS-, WEDGE ANCHORS, remain the property of compensation to SKA. Copyright 06 by SKA permitted under the United States Copyright Act of 976, of 6 Charlotte Park Dr, Suite 0 Charlotte, NC 87-9 t: f: /6/07 :: PM WALL PANEL DETAIL /" = '- CABLE RAILING SLOPE TOP OF CIP WALL /"/FT TYP FLUSH MORTAR JOINT BETWEEN CIP WALL AND CAST STONE CAST STONE-PROFILE CS-A WEDGE ANCHOR /" " 7 /8" /8" STEEL PLATE,, CUT BRICK AT TOP COURSE TO FIT AROUND ANGLE TYP AND PLATE BRICK TIE 6" OC TYP South Tryon Street, Suite 00 Charlotte, North Carolina 88 (t) 70/7-666 JPA Project No. 6SKA00 CAST STONE WALL CAP SLOPE TOP TO DRAIN PROFILE CS- ' - WALL DETAIL BETWEEN PIERS /" = '- CIP WALL DRAWINGS 6" CAST STONE PROFILE - CS-, WEDGE ANCHORS, ' - " WEDGE ANCHORS, ' - " ' - " ' - 8" LEVEL ' - 8" CAVITY DRAINAGE MATERIAL BRICK TIE 6" OC TYP THRU WALL FLASHING WITH WEEP EVERY 6" OC DAMPPROOFING SHIMS AS REQ'D- ALTERNATE DOUBLE SOLIDER AND HEADER STRETCHER COURSE-SEE ELEVATION CUT BRICK AT BOTTOM COURSE TO FIT AROUND ANGLE TYP /6/7 ADDENDUM DAMP PROOFING TUBE WEEP EVERY 6" OC /" ' - 7 /8" /8" CAVITY DRAINAGE MATERIAL WEDGE ANCHOR- THRU WALL FLASHING WITH WEEP EVERY 6" OC CAST STONE PROFILE CS- SIM TUBE WEEP AT EVERY CJ, CIP BEAM CAST STONE PROFILE CS-6 BEYOND HEADER DETAIL LEVEL OPENINGS /" = '- SLOPE SLOPE /" 8" MIN AND PLATE DRAWINGS CIP BEAM DRAWINGS CUT BRICK CAVITY DRAINAGE MATERIAL BRICK VENEER WITH BRICK TIES EVERY 6" EACH WAY THRU WALL FLASHING WITH WEEP EVERY 6" OC MIN BRICK COURSE BELOW GRADE SEE ELEVATION FOR BRICK REVEALS GROUT SOLID FOUNDATION DRAIN, SEE CIVIL SCO ID #6-67-0A EXTERIOR DETAILS EXST LEVEL CAST STONE COLUMN TOP BEYOND PROFILE CS--TYP BOTH SIDES OF COLUMN TYP. FV NOTCH REQUIRED AT CONTINUOUS DAMPPROOFING-EXTEND OVER FOUNDATION BRICK VENEER BEYOND JMK PIER CAPITAL DETAIL /" = '- BASE OF WALL AT BRICK /" = '- GROUT SOLID CMU WALL CONCRETE FOUNDATION PSP 0//7 A. PROJECT NORTH

11 F NEW " FP 8" SET RAIL HT AT " ABOVE GD- 6" S7. FIN DECK BEYOND COL E. GD- E. B6 S9 S9 S0 C. 9'-" 9'-" " GD- " GD- 8" " CW GD- GD- GD- NEW " FP E. E. 7'-6" '-6" 8'-9" '- /" 8'-6 /" 8'-7" 7'-" A. A. 8'-7" B B B B C C8 C8 '- '- '- '- '- '- 7'-6" '-6" 6'- 6'- '- B0 B8 B7 B7 B6 B B6 B B B B B B B C C6 E.8 E.8 C.6 C. PC STAIRS AND LANDINGS W/ FIELD TOPPED LANDINGS PRECAST WALLS S7. SEE /S7. FOR EJ FILLER PRECAST CONC FLOOR PLANKS W/ N.W. TOPING SLOPED TO DRAIN B S. S7 6 S S S S S S S S S S S S9 S. ELEV S7. S7. S6 (-0'-") S S B C B C B0 B0 B9 B7 B7 B B6 B C B0 B0 B9 B7 B B0 B0 B9 GD- S S S S C C C C S S S S S SEE /S7. FOR EJ FILLER (AT DRAIN) GD- GD- S S S C C S S7. S S S S (-'-) (-'-) (-'-) (-'-) (-'-) C (-'-) AREA OF THICKENED SLAB S B8 (-'-") AREA OF THICKENED SLAB (-'-") B C B B C B 6 (AT DRAIN TYP) S 6.8 (-0'-8") S (-0'-8") S S B9 B7 C B6 C B6 C B 7 x NEW " FP S7. S S S S7. S7. S6 S6 S6 S6 S7. S7. B8 C B8 x (AT DRAIN) 8 S7. (-0'-6") GD- RELOCATED 6" NEW " FP B9 C B8 x S REMOVE EXISTING BARRIER CABLES AND REANCHOR AT LINE. TYP ALL LEVELS FOR DRIVE AROUND ACCESS. S7. C B0 B86 S7..8a. xw. SET CONC RAIL HT AT " ABOVE FIN DECK FROM GRID LINE 'F' TO 'E' SEE /S7. FOR EJ FILLER CONTRACTOR SHALL CHIP AND REMOVE EXISTING CONCRETE FOR RECESSING OF EJ WING ALL LEVELS. F SECTION CUTS FOR EXPANSION JOINTS APPLY TO ALL SUSPENDED FLOORS remain the property of compensation to SKA. Copyright 06 by SKA permitted under the United States Copyright Act of 976, of 6 Charlotte Park Dr, Suite 0 Charlotte, NC 87-9 t: f: /6/7 ADDENDUM SCO ID #6-67-0A 6067 /6/07 8:: AM LEVEL FRAMING PLAN S. /" = '- C C C C C C S7. '-6"EXPANSION JOINT '- '- '- '- '- '- 7'-6" '-6" x x 8 x.8 x x. x.6 TEC RJW LEVEL FRAMING PLAN S. /" = '- TEC 0/7/07 S.

12 F '- '- '- '- '- '- 7'-6" '-6" 6'- 8'- 8'- '- B0 B B B B B B B S S S7. 6 S S S S S C C6 E.8 E x S7. x 8 x S F 6 Charlotte Park Dr, Suite 0 Charlotte, NC 87-9 t: f: '-" NEW " FP B C S S S S S S S S S GD- remain the property of compensation to SKA. Copyright 06 by SKA permitted under the United States Copyright Act of 976, of B8 B B (-'-) B B B7 B8 B9 B0 SET CONC RAIL HT AT " ABOVE FIN DECK FROM GRID LINE 'F' TO 'E' 6067 /6/07 8:: AM AREA OF THICKENED SLAB E. E. (-0'-8") 8" SET RAIL HT AT " ABOVE GD- 6" FIN DECK BEYOND COL E. GD- E. B6 B7 S9 S9 S0 (-'-) NEW " FP GD- C8 C GD- C C C C 7'-6" '-6" (-'-") C B8 C B8 C B86 S7. S S S S S S S6 C.6 C. C. 60'-0 /" 7'- /" 7'-" " GD- C8 " GD- B7 B7 B6 B B6 8" " CW GD- GD- NEW " FP B7 B A. A. 8'-7" PC STAIRS AND LANDINGS W/ FIELD TOPPED LANDINGS PRECAST WALLS 8" PRECAST CONC SLAB CONC W/ FLOOR #@8" PLANKS O/C E.W. W/ N.W. BOTT TOPING SLOPED TO DRAIN B B B B S S9 ELEV S6 (-0'-") S S (AT DRAIN) B C B0 B0 B9 B6 B0 C C C C C S S S S S S B0 C B9 S S B7 (-'-) (-'-) (-'-) B0 B0 C B9 (-'-) AREA OF THICKENED SLAB GD- GD- S S B8 (-'-") B B (AT DRAIN TYP) C B S (-0'-8") S S B9 B6 B6 C B S6 S6 S6 S7..8a. xw. /6/7 ADDENDUM SCO ID #6-67-0A LEVELS & FRAMING PLAN C C C C C C S7. '- '- '- '- '- '- 7'-6" '-6" x x 8 x.8 x x. x.6 TEC RJW TEC LEVEL & FRAMING PLAN 0/7/07 S. /" = '- S.

13 F 9'-" B6 '- '- '- '- '- '- 7'-6" '-6" 6'- 8'- 8'- '- B6 B6 B6 B6 B66 S7 S8 S7. S8 E.8 E S8 S9 S8 S8 x S7. B67 x C 8 x B68 S0 C6 EXTEND ALL COLS ON LINES 'F', '' AND '' " ABOVE FIN DECK F 6 Charlotte Park Dr, Suite 0 Charlotte, NC 87-9 t: f: '-" NEW " FP C S7 S8 S8 S8 S8 S9 S8 S8 S0 GD- remain the property of compensation to SKA. Copyright 06 by SKA permitted under the United States Copyright Act of 976, of B B8 B B (-'-) B B6 B60 B6 B6 B6 SET RAIL CONC HT RAIL AT " HT AT ABOVE " FIN ABOVE DECK FIN BEYOND DECK FROM COL GRID LINE 'F' TO 'E' 6067 /6/07 8:: AM E. E. (-0'-8") 8" C C SET RAIL HT AT " ABOVE GD- 6" FIN DECK BEYOND COL E. GD- E. S S S 7'-6" '-6" C8 B69 GD- B70 (-'-) AREA OF THICKENED SLAB GD- (-'-") C B B87 B NEW " FP 0 S7. C B88 C B89 S7. S7 S8 S8 S8 S8 S S S S S 8'-9" (-'-) C.6 C. C. '- /" 8'-6 /" 8'-7" 7'-" " B B B GD- " GD- B76 B7 B7 B69 8" B6 " CW GD- GD- NEW " FP B70 B77 A. A. 8'-7" HSS 8x8x /8" COLS ABOVE PRECAST WALLS () PC STAIRS AND LANDINGS W/ FIELD TOPPED LANDINGS PRECAST WALLS PRECAST CONC FLOOR PLANKS W/ N.W. TOPING SLOPED TO DRAIN B C8 S7 ELEV S0 S7 C (-0'-") S8 S7 (AT DRAIN) B78 B B0 B9 C INDICATES INTERIOR COL TO BE EXTENDED ABOVE DECK FOR LIGHTING S8 B79 B S8 S8 S8 S8 B0 B9 C B80 B B0 B9 C GD- GD- S8 S8 S8 S7. S8 (-'-) (-'-) (-'-) AREA OF THICKENED SLAB S8 B8 (-'-") B B (AT DRAIN TYP) B C S (-0'-8") S S B8 B9 B8 B7 S S S B6 B7 B8 C C C S7. S S S B6 9 S7. "EXPANSION JOINT TO MATCH EXISTING C C C B B0 B9 B B B S S S S7. 0 S7. 0 S7. B7 B B0 B9 6 S7. S S 7 S7. S7. S7..8a. xw. /6/7 ADDENDUM SCO ID #6-67-0A FRAMING PLAN - BASE BID '-6"EXPANSION JOINT INFILL AREA THIS LEVEL ONLY '- '- '- '- '- '- 7'-6" '-6" 6'- 9'-6" 6'-6" x x 8 x.8 x x. x.6 TEC RJW TEC 0/7/07 FRAMING PLAN S. /" = '- S.

14 F NEW " FP (-0'-8") 8" C C SET RAIL HT AT " ABOVE GD- 6" FIN DECK BEYOND COL E. GD- E. B9 S S S C. " GD- " GD- 8" " CW GD- GD- GD- NEW " FP E.8 E.8 E. E. C.6 C. 9'-" 9'-" 7'-6" '-6" 8'-9" '- /" 8'-6 /" 8'-7" 7'-" A. A. 8'-7" HSS 8x8x /8" COLS ABOVE PRECAST WALLS () PC STAIRS AND LANDINGS W/ FIELD TOPPED LANDINGS PRECAST WALLS PRECAST CONC FLOOR PLANKS W/ N.W. TOPING SLOPED TO DRAIN S7. TYP B9 B9 B9 B9 B9 C8 C B '- '- '- '- '- '- 7'-6" '-6" 6'- 8'- 8'- '- B98 B97 B97 B9 B6 B96 B B B B B6 S S S S S S6 S S S7 S S C8 S S8 C (-0'-") S S S (AT DRAIN) B8 B0 B0 B00 B99 B0 B0 B7 B9 B0 B0 B00 B99 B0 B0 B0 B00 B99 GD- S S S S S S S S C S S GD- GD- S S S C S7. S S TYP (-'-) (-'-) (-'-) (-'-) (-'-) (-'-) C S7. TYP B B06 B0 B0 B0 6 S 6.8 S S S B B0 B09 B08 B07 7 S S6 S S AREA OF THICKENED SLAB S (-'-") AREA OF THICKENED SLAB (-'-") (AT DRAIN TYP) C (-0'-8") S8 S8 S8 S8 x B6 B7 B8 C C C B S S S C B6 9 S7. B7 B B "EXPANSION JOINT TO MATCH EXISTING C C C B8 B0 B9 x C B B B 8 NEW " FP B S S S S S B7 0 S7. 0 S7. B B0 B9 GD- FROM x TO x FROM x TO x 0 S7. FROM x x C S S S B B9 x B8 S7. S7. TYP S7 TYP C C6 B B0.8a. xw. EXTEND ALL COLS ON LINES 'F', '' AND '' " ABOVE FIN DECK SET RAIL HT AT " ABOVE FIN DECK BEYOND COL F remain the property of compensation to SKA. Copyright 06 by SKA permitted under the United States Copyright Act of 976, of 6 Charlotte Park Dr, Suite 0 Charlotte, NC 87-9 t: f: /6/7 ADDENDUM SCO ID #6-67-0A 6067 /6/07 8:7:7 AM FRAMING PLAN - ALTERNATE BID # '-6"EXPANSION JOINT INFILL AREA THIS LEVEL ONLY '- '- '- '- '- '- 7'-6" '-6" 6'- 9'-6" 6'-6" x x 8 x.8 x x. x.6 Designer Author Checker 0/7/07 FRAMING PLAN - ALTERNATE BID # S. /" = '- S.

15 x x x 7 6 AT EACH PC JOINT (TYP) LE CONT AT BRICK LVL (TYP) VERT JT AT COLUMN (LVL ) (TYP) CONT AT PC LVL (TYP) VERT JT EACH END EACH SPANDREL (TYP) 00# 6 Charlotte Park Dr, Suite 0 Charlotte, NC 87-9 t: f: ' - " remain the property of compensation to SKA. Copyright 06 by SKA permitted under the United States Copyright Act of 976, of LEVEL ' - 8" LEVEL ' - 8" L L L L L L L L L L L 6067 /6/07 8::8 AM L L LEVEL ' - 8" L L S. TYPICAL CAST IN PLACE INSERT W/ ASKEW HEAD BOLT " = '- EXST LEVEL -' - S. North - Lintels /" = '- F E. C.6 C. C..8a. xw. AT EACH PC JOINT LVL (TYP) CONT AT BRICK LVL (TYP) CONT AT PC LVL (TYP) VERT JT AT COLUMN (LVL ) (TYP) VERT JT EACH END EACH SPANDREL (TYP) L L L L L L L L L L L LEVEL ' - 8" L L LEVEL ' - 8" L L EXST LEVEL -' - S. CONT AROUND PERIMETER OF STAIR (TYP) West - Lintels /" = '- 6 7 x x x.8 x x. x.6 AT EACH PC JOINT LVL (TYP) VERT JT AT COLUMN (LVL ) (TYP) CONT AT PC LVL (TYP) VERT JT EACH END EACH SPANDREL (TYP) ' - " LEVEL ' - 8" CONT AT BRICK LVL (TYP) LINTELS - ELEVATIONS SCO ID #6-67-0A Revision LEVEL ' - 8" Mark Date /6/7 ADDENDUM ' - " LEVEL ' - 8" L L L L L L L L L LEVEL ' - 8" L EXST LEVEL -' - Designer Author Checker S. South - Lintels /" = '- S S770 /" = '- 0/7/07 S.

16 6 Charlotte Park Dr, Suite 0 Charlotte, NC 87-9 t: f: remain the property of compensation to SKA. Copyright 06 by SKA permitted under the United States Copyright Act of 976, of 6067 /6/07 8::9 AM EXP JT DECK PERIMETER EXP JT VERTICAL JT DECK PERIMETER EXP JT WINGED SEALING GLAND - SECTION S7. " = '- S7. 6" = '- S7. " = '- EXP JT OFFSET COL / WALL S7. " = '- EXP JT STAIR / ELEVATOR BLDG S7. 6" = '- 6 EXP JT STAIR / ELEVATOR BLDG S7. 6" = '- /6/7 ADDENDUM SCO ID #6-67-0A SECTION AND DETAILS ADDED SHEET Designer Author Checker 0/7/07 S7.