NC ANG SAT ADF Addendum No 4.pdf

ADDENDUM #4

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FSB Federal Design Group 5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

Date: 7/9/2021 Project: COMBINED:

FJRP052994 C-17 Conv: Add/Alter Small Air Terminal Bldg 5 FJRP199040 C-17 Conv: Air Drop Facility

Prepared By: Linda L. Phillips, AIA Sr. Project Manager

ADDENDUM #4

The drawings and specifications for this project are not yet bid or under contract. Therefore, the following clarifications and modifications should be issued to bidders and made a part of the Issued for Bid documents so that any related costs may be captured in the bids submitted to the government for review. The following documents have been revised accordingly, and the corresponding changes clouded and denoted as Addendum #4 on the drawing sheets. Please replace the revised documents with the like numbered or titled document provided herewith and insert the new specification section provided.

COMBINED SPECIFICATIONS:

1. TABLE OF CONTENTS - Reissued to reflect the following:

a. Revised to add Section 083323 – OVERHEAD COILING DOORS

b. Revised to delete Section 104416 – FIRE EXTINGUISHERS

2. SECTION 083323 – OVERHEAD COILING DOORS – To be added to Volume 2 of the Specifications and to the Table of Contents.

SMALL AIR TERMINAL DRAWINGS:

1. Sheet G-101 – LIFE SAFETY PLAN

2. Sheet SB101 – FOUNDATION PLAN – Revised reinforcing notes.

3. Sheet SB301 – FOUNDATION DETAILS – Revised reinforcing notes.

4. Sheet SF201 – FRAMING ELEVATIONS – Revised detail notes.

5. Sheet SF501 – FRAMING DETAILS – Revised detail note.

6. Sheet AE401 – ENLARGED PLANS AND INTERIOR ELEVATIONS – Revises toilet room elevations.

7. Sheet AE604 – ROOM FINISH SCHEDULE – Revises finishes, floor transitions, notes and designations.

AIR DROP FACILITY DRAWINGS:

8. Sheet G-101A – LIFE SAFETY PLAN

9. Sheet AE303A – WALL SECTIONS - Revised detail notes to indicate wall clips.

Addendum #4 July 9, 2021

FSB | DefineDesignDeliver

10. Sheet AE304A – WALL SECTIONS - Revised detail notes to indicate wall clips.

11. Sheet AE305A – WALL SECTIONS - Revised detail notes to indicate wall clips.

12. Sheet AE501A – DETAILS - Revised detail notes to indicate wall clips.

13. Sheet AE503A – DETAILS - Revised detail notes to indicate wall clips.

END OF ADDENDUM #4

NORTH CAROLINA AIR NATIONAL GUARD

SMALL AIR TERMINAL ADD/ALTER AIR DROP FACILITY

PROJECT FJRP052994 PROJECT FJRP199040

Addendum #4

Issue Date: July 9, 2021

COMBINED BID PACKAGE PROJECT MANUAL

050024

Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

11949

SEAL

050568

ENGINEE

R

NORTH CAROLINA ANG FJRP052994 SMALL AIR TERMINAL

CHARLOTTE, NC FJRP199040 AIR DROP FACILITY

Addendum #3 Table of Contents

June 29, 2021 TOC - 2

TABLE OF CONTENTS

VOLUME 1 OF 4

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

AS PROVIDED BY THE NORTH CAROLINA AIR NATIONAL GUARD

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 011000 – SUMMARY OF THE WORK

SECTION 011416 – COORDINATION WITH NORTH CAROLINA AIR NATIONAL GUARD

SECTION 013100 – PROJECT MANAGEMENT AND COORDINATION

SECTION 013200 – CONSTRUCTION PROGRESS DOCUMENTATION

SECTION 013300 – SUBMITTAL PROCEDURES

SECTION 013329 – SUSTAINABILITY REPORTING

SECTION 014000 – QUALITY CONTROL

SECTION 014200 – REFERENCES

SECTION 015000 – TEMPORARY FACILITIES AND CONTROLS

SECTION 015930 – SECURITY REGULATIONS

SECTION 015950 – SAFETY AND HEALTH

SECTION 015960 – HAZARDOUS MATERIAL STORAGE AND DISTRIBUTION

SECTION 016000 – PRODUCT REQUIREMENTS

SECTION 017000 – EXECUTION REQUIREMENTS

SECTION 017329 – CUTTING AND PATCHING

SECTION 017419 – CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

SECTION 017700 – CLOSEOUT PROCEDURES

SECTION 017820 – OPERATION AND MAINTENANCE DATA

SECTION 017839 – PROJECT RECORD DOCUMENTS

SECTION 018200 – DEMONSTRATION AND TRAINING

DIVISION 02 - EXISTING CONDITIONS

SECTION 024119 - SELECTIVE DEMOLITION AND REMEDIATION

DIVISION 03 - CONCRETE

SECTION 030130 - MAINTENANCE OF CAST-IN-PLACE CONCRETE

SECTION 033000 - CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

SECTION 042000 - UNIT MASONRY

SECTION 042113 - THIN BRICK MASONRY

SECTION 047315 - MANUFACTURED THIN STONE MASONRY

SECTION 047200 – CAST STONE MASONRY

DIVISION 05 - METALS

SECTION 051200 - STRUCTURAL STEEL FRAMING

Addendum #3 Table of Contents

June 29, 2021 TOC - 3

SECTION 052100 – STEEL JOIST FRAMING

SECTION 053100 - STEEL DECKING

SECTION 054000 – COLD FORMED METAL FRAMING

SECTION 055000 - METAL FABRICATIONS

SECTION 055113 - METAL PAN STAIRS

SECTION 055133 - ALTERNATING TREAD STEEL STAIRS

SECTION 055213 - PIPE AND TUBE RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

SECTION 061000 - ROUGH CARPENTRY

SECTION 061600 - SHEATHING

SECTION 064116 - PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

SECTION 068300 - COMPOSITE PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 072100 - THERMAL INSULATION

SECTION 072119 - FOAMED-IN-PLACE INSULATION

SECTION 072726 - FLUID-APPLIED AIR AND WATER RESISTIVE BARRIER SYSTEM

SECTION 074113.16 – STANDING SEAM METAL ROOF PANLS

SECTION 074213.19 - INSULATED METAL WALL PANELS

SECTION 075419 - POLYVINYL-CHLORIDE (PVC) ROOFING

SECTION 076200 - SHEET METAL FLASHING AND TRIM

SECTION 077200 - ROOF ACCESSORIES

SECTION 077253 – SNOW GUARDS

SECTION 078413 - PENETRATION FIRESTOPPING

SECTION 078446 - FIRE-RESISTIVE JOINT SYSTEMS

SECTION 079200 - JOINT SEALANTS

SECTION 079500 – EXPANSION CONTROL

VOLUME 2 OF 4

DIVISION 08 - OPENINGS

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

SECTION 081416 - FLUSH WOOD DOORS

SECTION 083113 - ACCESS DOORS AND FRAMES

SECTION 083313 - COILING COUNTER DOORS

SECTION 083323 – OVERHEAD COILING DOORS

SECTION 084113 - ALUMINUM-FRAMED ENTRANCES AND WINDOWS

SECTION 084523 – FIBERGLASS SANDWICH-PANEL ASSEMBLIES

SECTION 086200 – UNIT SKYLIGHTS

SECTION 087100 - DOOR HARDWARE

SECTION 088000 - GLAZING

DIVISION 09 - FINISHES

SECTION 090690 - COLOR SCHEDULE

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

SECTION 092900 - GYPSUM BOARD

Addendum #3 Table of Contents

June 29, 2021 TOC - 4

SECTION 093013 - CERAMIC TILING

SECTION 095113 - ACOUSTICAL PANEL CEILINGS

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

SECTION 096519 - RESILIENT TILE FLOORING

SECTION 096723.15 – FUEL RESISTIVE RESINOUS FLOORING

SECTION 096813 - TILE CARPETING

SECTION 097200 - DRY ERASE WALLCOVERING

SECTION 097800 - FIBERGLASS REINFORCED PLASTIC PANELS

SECTION 099113 - EXTERIOR PAINTING

SECTION 099123 - INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

SECTION 101423 - PANEL SIGNAGE

SECTION 102113.19 - PLASTIC TOILET COMPARTMENTS

SECTION 102213 - WIRE MESH PARTITIONS

SECTION 102239 - RETRACTABLE WALL SYSTEM

SECTION 102600 - WALL AND DOOR PROTECTION

SECTION 102800 - TOILET, BATH, AND LAUNDRY ACCESSORIES

SECTION 104413 - FIRE EXTINGUISHER CABINETS

SECTION 104416 - FIRE EXTINGUISHERS

SECTION 105113 - METAL LOCKERS

SECTION 107316 - MANUFACTURED CANOPIES

DIVISION 11 - EQUIPMENT

SECTION 111323 - BAGGAGE SCALE EQUIPMENT

SECTION 115213 - PROJECTION SCREENS

DIVISION 12 - FURNISHINGS

SECTION 122413 - ROLLER WINDOW SHADES

SECTION 123661.16 - SOLID SURFACING COUNTERTOPS

SECTION 124813 - ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

SECTION 133419 - METAL BUILDING SYSTEMS

DIVISION 14 - CONVEYING EQUIPMENT

SECTION 142123 - ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

SECTION 211100 - FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING

SECTION 211313 - WET PIPE SPRINKLER SYSTEMS

SECTION 213113 - ELECTRIC-DRIVE, CENTRIFUGAL FIRE PUMPS

SECTION 213119 - CONTROLLERS FOR FIRE-PUMP DRIVERS

SECTION 213413 - PRESSURE-MAINTENANCE PUMPS

DIVISION 22 - PLUMBING

Addendum #3 Table of Contents

June 29, 2021 TOC - 5

SECTION 220513 - COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

SECTION 220517 - SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

SECTION 220518 - ESCUTCHEONS FOR PLUMBING PIPING

SECTION 220519 - METERS AND GAGES FOR PLUMBING PIPING

SECTION 220523.12 - BALL VALVES FOR PLUMBING PIPING

SECTION 220523.14 - CHECK VALVES FOR PLUMBING PIPING

SECTION 220529 - HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

SECTION 220533 - HEAT TRACING FOR PLUMBING PIPING

SECTION 220548.13 - VIBRATION CONTROLS FOR PLUMBING PIPING AND EQUIPMENT

SECTION 220553 - IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

SECTION 220716 - PLUMBING EQUIPMENT INSULATION

SECTION 220719 - PLUMBING PIPING INSULATION

SECTION 221116 - DOMESTIC WATER PIPING

SECTION 221119 - DOMESTIC WATER PIPING SPECIALTIES

SECTION 221123.13 - DOMESTIC-WATER PACKAGED BOOSTER PUMPS

SECTION 221123.21 - INLINE, DOMESTIC-WATER PUMPS

SECTION 221313 - FACILITY SANITARY SEWERS

SECTION 221316 - SANITARY WASTE AND VENT PIPING

SECTION 221319 - SANITARY WASTE PIPING SPECIALTIES

SECTION 221319.13 - SANITARY DRAINS

SECTION 221413 - FACILITY STORM DRAINAGE PIPING

SECTION 221423 - STORM DRAINAGE PIPING SPECIALTIES

SECTION 221429 - SUMP PUMPS

SECTION 221513 - GENERAL-SERVICE COMPRESSED-AIR PIPING

SECTION 221519 - GENERAL-SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS

SECTION 223400 - FUEL-FIRED, DOMESTIC-WATER HEATERS

SECTION 224213.13 - COMMERCIAL WATER CLOSETS

SECTION 224213.16 - COMMERCIAL URINALS

SECTION 224216.13 - COMMERCIAL LAVATORIES

SECTION 224216.16 - COMMERCIAL SINKS

SECTION 224223 - COMMERCIAL SHOWERS

SECTION 224713 - DRINKING FOUNTAINS

VOLUME 3 OF 4

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

SECTION 230513 - COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

SECTION 230518 - ESCUTCHEONS FOR HVAC PIPING

SECTION 230523.12 - BALL VALVES FOR HVAC PIPING

SECTION 230523.14 - CHECK VALVES FOR HVAC PIPING

SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

SECTION 230548.13 - VIBRATION CONTROLS FOR HVAC

SECTION 230553 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC

SECTION 230713 - DUCT INSULATION

SECTION 230719 - HVAC PIPING INSULATION

SECTION 230923 - DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR HVAC

***(6) SUBSECTIONS REMOVED FROM TABLE OF CONTENTS

SECTION 231123 – FACILITY NATURAL-GAS PIPING

SECTION 232113 - HYDRONIC PIPING

SECTION 232116 - HYDRONIC PIPING SPECIALTIES

Addendum #3 Table of Contents

June 29, 2021 TOC - 6

SECTION 232123 - HYDRONIC PUMPS

SECTION 232300 - REFRIGERANT PIPING

SECTION 232513 - WATER TREATMENT FOR CLOSED-LOOP HYDRONIC SYSTEMS

SECTION 233113 - METAL DUCTS

SECTION 233300 - AIR DUCT ACCESSORIES

SECTION 233346 - FLEXIBLE DUCTS

SECTION 233416 - CENTRIFUGAL HVAC FANS

SECTION 233423 - HVAC POWER VENTILATORS

SECTION 233436 – AIR CIRCULATION FANS

SECTION 233600 - AIR TERMINAL UNITS

SECTION 233713.13 – AIR DIFFUSERS

SECTION 233713.23 – AIR REGISTERS AND GRILLES

SECTION 235123 - GAS VENTS

SECTION 235216 - CONDENSING BOILERS

SECTION 235523.13 - LOW-INTENSITY, GAS-FIRED, RADIANT HEATERS

SECTION 237313.16 - INDOOR, SEMI CUSTOM AIR HANDLING UNITS

SECTION 237423.13 - PACKAGED, DIRECT-FIRED, OUTDOOR, HEATING-ONLY MAKEUP-AIR UNITS

SECTION 238126 - SPLIT-SYSTEM AIR-CONDITIONERS

SECTION 238239.16 - PROPELLER UNIT HEATERS

SECTION 238416.13 – OUTDOOR, MECHANICAL DEHUMIDIFICATION UNITS

DIVISION 25 - INTEGRATED AUTOMATION

NOT APPLICABLE

DIVISION 26 - ELECTRICAL

SECTION 260513 – MEDIUM VOLTAGE CABLES

SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

SECTION 260523 - CONTROL-VOLTAGE ELECTRICAL POWER CABLES

SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION 260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 260543 – UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

SECTION 260544 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING

SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 260573.13 - SHORT-CIRCUIT STUDIES

SECTION 260573.16 - COORDINATION STUDIES

SECTION 260573.19 - ARC-FLASH HAZARD ANALYSIS

SECTION 260923 - LIGHTING CONTROL DEVICES

SECTION 260936 – MODULAR DIMMING CONTROLS

SECTION 260943.23 – RELAY BASED LIGHTING CONTROLS

SECTION 261213 – LIQUID-FILLED MEDIUM VOLTAGE TRANSFORMERS

SECTION 262416 – PANELBOARDS

SECTION 262713.10 30 - ELECTRIC METERS

SECTION 262726 - WIRING DEVICES

SECTION 262913.03 - MANUAL AND MAGNETIC MOTOR CONTROLLERS

SECTION 262923 - VARIABLE-FREQUENCY MOTOR CONTROLLERS

SECTION 264113 - LIGHTNING PROTECTION FOR STRUCTURES

SECTION 264313 - SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS

SECTION 265100 - INTERIOR LIGHTING

SECTION 265119 - LED INTERIOR LIGHTING

SECTION 265619 - EXTERIOR LIGHTING

Addendum #3 Table of Contents

June 29, 2021 TOC - 7

VOLUME 4 OF 4

DIVISION 27 - COMMUNICATIONS

SECTION 270526 - GROUNDING AND BONDING FOR COMMUNICATIONS

SECTION 270528 - PATHWAYS FOR COMMUNICATIONS SYSTEMS

SECTION 270536 - CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

SECTION 270544 - SLEEVES AND SLEEVE SEALS FOR COMMUNICATIONS PATHWAYS AND CABLING

SECTION 271100 - COMMUNICATIONS EQUIPMENT ROOM FITTINGS

SECTION 271513 - COMMUNICATIONS COPPER HORIZONTAL CABLING

SECTION 275116 - PUBLIC ADDRESS SYSTEMS

SECTION 275313 - CLOCK SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

SECTION 283176 - FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

SECTION 310100 – SUBSURFACE EXPLORATION

SECTION 311000 – SITE CLEARING

SECTION 312000 – EARTH MOVING

SECTION 312319 – DEWATERING

SECTION 316600 - HELICAL PIERS w/Boring Logs Exhibit

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 321200 – PAVING AND SURFACING

SECTION 321313 – CONCRETE PAVING

SECTION 323113 - FENCING

SECTION 329113 - SOIL PREPARATION

SECTION 329200 - TURF AND GRASSES

SECTION 329300 - PLANTS

DIVISION 33 - UTILITIES

SECTION 330505 – WATER SANITARY AND DRAINAGE SITE PIPING

SECTION 334400 – STORMWATER UTILITY EQUIPMENT

DIVISION 34 - TRANSPORTATION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

DIVISION 40 - PROCESS INTEGRATION

Addendum #3 Table of Contents

June 29, 2021 TOC - 8

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

SECTION 412213.15 - BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING

SECTION 4122223.13 – PARACHUTE LIFT SYSTEM

DIVISION 42 - PROCESS HEATING, COOLING, AND DRYING EQUIPMENT

DIVISION 43 – 99

SECTION 083323 - OVERHEAD COILING DOORS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Insulated service doors.

B. Related Requirements:

1. Section 055000 "Metal Fabrications" for miscellaneous steel supports.

1.2 ACTION SUBMITTALS

A. Product Data: For each type and size of overhead coiling door and accessory.

1. Include construction details, material descriptions, dimensions of individual components, profiles for slats, and finishes.

2. Include rated capacities, operating characteristics, electrical characteristics, and furnished accessories.

3. Include description of automatic closing device and testing and resetting instructions.

B. Shop Drawings: For each installation and for special components not dimensioned or detailed in manufacturer's product data.

1. Include plans, elevations, sections, and mounting details.

2. Include details of equipment assemblies, and indicate dimensions, required clearances, method of field assembly, components, and location and size of each field connection.

3. Include points of attachment and their corresponding static and dynamic loads imposed on structure.

4. For exterior components, include details of provisions for assembly expansion and contraction and for excluding and draining moisture to the exterior.

5. Show locations of controls, locking devices, and other accessories.

6. Include diagrams for power, signal, and control wiring.

C. Samples for Initial Selection: Manufacturer's finish charts showing full range of colors and textures available for units with factory-applied finishes.

1. Include similar Samples of accessories involving color selection.

1.3 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer.

Addendum #4 July 9, 2021

OVERHEAD COILING DOORS

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FJRP052995 SMALL AIR TERMINAL

FJRP199040 AIR DROP FACILITY

1.4 CLOSEOUT SUBMITTALS

A. Maintenance Data: For overhead coiling doors to include in maintenance manuals.

1.5 QUALITY ASSURANCE

A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer for both installation and maintenance of units required for this Project.

B. Regulatory Requirements: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines .

PART 2 - PRODUCTS

2.1 MANUFACTURERS, GENERAL

A. Source Limitations: Obtain overhead coiling doors from single source from single manufacturer.

1. Obtain operators and controls from overhead coiling door manufacturer.

2.2 PERFORMANCE REQUIREMENTS

A. Structural Performance, Exterior Doors: Capable of withstanding the design wind loads.

1. Design Wind Load: Uniform pressure (velocity pressure) of 30 lbf/sq. ft., acting inward and outward.

2. Testing: According to ASTM E 330.

3. Deflection Limits: Design overhead coiling doors to withstand design wind load without evidencing permanent deformation or disengagement of door components.

4. Operability under Wind Load: Design overhead coiling doors to remain operable under design wind load, acting inward and outward.

B. Windborne-Debris Impact Resistance: Provide impact-protective overhead coiling doors that pass missile-impact and cyclic-pressure tests according to ASTM E 1996 for Wind Zone 1.

1. Large-Missile Test: For overhead coiling doors located within 30 feet of grade.

2.3 DOOR ASSEMBLY

A. Insulated Service Door: Overhead coiling door formed with curtain of interlocking metal slats.

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B. Operation Cycles: Door components and operators capable of operating for not less than 20,000 . One operation cycle is complete when a door is opened from the closed position to the fully open position and returned to the closed position.

C. Air Infiltration: Maximum rate of 0.08 cfm/sq. ft. at 15 and 25 mph when tested according to

ASTM E 283.

D. Curtain R-Value: 8.0 deg F x h x sq. ft./Btu.

E. Door Curtain Material: Galvanized steel.

F. Door Curtain Slats: Flat profile slats of 1-7/8-inch to 3-1/4-inch center-to-center height.

1. Insulated-Slat Interior Facing: Metal.

2. Gasket Seal. Manufacturer's standard continuous gaskets between slats.

G. Bottom Bar: Two angles, each not less than 1-1/2 by 1-1/2 by 1/8 inch thick; fabricated from hot-dip galvanized steel and finished to match door.

H. Curtain Jamb Guides: Galvanized steel with exposed finish matching curtain slats.

I. Hood: Match curtain material and finish.

1. Shape: Square.

2. Mounting: Face of wall.

J. Locking Devices: Equip door with slide bolt for padlock .

K. Electric Door Operator:

1. Usage Classification: Light duty, up to 10 cycles per hour.

2. Operator Location: Top of hood.

3. Motor Exposure: Interior.

4. Emergency Manual Operation: Chain type.

5. Obstruction-Detection Device: Automatic electric sensor edge on bottom bar.

a. Sensor Edge Bulb Color: Black.

6. Control Station(s): Interior mounted .

L. Curtain Accessories: Equip door with weatherseals.

M. Door Finish:

1. Powder-Coated Finish: Color as selected by Architect from manufacturer's full range.

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2.4 MATERIALS, GENERAL

A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

2.5 DOOR CURTAIN MATERIALS AND CONSTRUCTION

A. Door Curtains: Fabricate overhead coiling-door curtain of interlocking metal slats, designed to withstand wind loading indicated, in a continuous length for width of door without splices.

Unless otherwise indicated, provide slats of thickness and mechanical properties recommended by door manufacturer for performance, size, and type of door indicated, and as follows:

1. Steel Door Curtain Slats: Zinc-coated (galvanized), cold-rolled structural steel sheet;

complying with ASTM A 653/A 653M, with G90 zinc coating; nominal sheet thickness (coated) of 0.028 inch; and as required.

2. Insulation: Fill slats for insulated doors with manufacturer's standard thermal insulation complying with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively, according to ASTM E 84 or UL 723. Enclose insulation completely within slat faces.

3. Metal Interior Curtain-Slat Facing: Match metal of exterior curtain-slat face, with minimum steel thickness of 0.010 inch.

B. Curtain Jamb Guides: Manufacturer's standard angles or channels and angles of same material and finish as curtain slats unless otherwise indicated, with sufficient depth and strength to retain curtain, to allow curtain to operate smoothly, and to withstand loading. Slot bolt holes for guide adjustment. Provide removable stops on guides to prevent overtravel of curtain, and a continuous bar for holding windlocks.

2.6 HOODS

A. General: Form sheet metal hood to entirely enclose coiled curtain and operating mechanism at opening head. Contour to fit end brackets to which hood is attached. Roll and reinforce top and bottom edges for stiffness. Form closed ends for surface-mounted hoods and fascia for any portion of between-jamb mounting that projects beyond wall face. Equip hood with intermediate support brackets as required to prevent sagging.

1. Galvanized Steel: Nominal 0.028-inch- thick, hot-dip galvanized steel sheet with G90 zinc coating, complying with ASTM A 653/A 653M.

2.7 LOCKING DEVICES

A. Slide Bolt: Fabricate with side-locking bolts to engage through slots in tracks for locking by padlock, located on both left and right jamb sides, operable from coil side.

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B. Safety Interlock Switch: Equip power-operated doors with safety interlock switch to disengage power supply when door is locked.

2.8 CURTAIN ACCESSORIES

A. Weatherseals for Exterior Doors: Equip each exterior door with weather-stripping gaskets fitted to entire exterior perimeter of door for a weather-resistant installation unless otherwise indicated.

1. At door head, use 1/8-inch- thick, replaceable, continuous-sheet baffle secured to inside of hood or field- installed on the header.

2. At door jambs, use replaceable, adjustable, continuous, flexible, 1/8-inch- thick seals of flexible vinyl, rubber, or neoprene.

2.9 COUNTERBALANCING MECHANISM

A. General: Counterbalance doors by means of manufacturer's standard mechanism with an adjustable-tension, steel helical torsion spring mounted around a steel shaft and contained in a spring barrel connected to top of curtain with barrel rings. Use grease-sealed bearings or self-lubricating graphite bearings for rotating members.

B. Counterbalance Barrel: Fabricate spring barrel of manufacturer's standard hot-formed, structural-quality, seamless or welded carbon-steel pipe, of sufficient diameter and wall thickness to support rolled-up curtain without distortion of slats and to limit barrel deflection to not more than 0.03 in./ft. of span under full load.

C. Counterbalance Spring: One or more oil-tempered, heat-treated steel helical torsion springs.

Size springs to counterbalance weight of curtain, with uniform adjustment accessible from outside barrel. Secure ends of springs to barrel and shaft with cast-steel barrel plugs.

D. Torsion Rod for Counterbalance Shaft: Fabricate of manufacturer's standard cold-rolled steel, sized to hold fixed spring ends and carry torsional load.

E. Brackets: Manufacturer's standard mounting brackets of either cast iron or cold-rolled steel plate.

2.10 ELECTRIC DOOR OPERATORS

A. General: Electric door operator assembly of size and capacity recommended and provided by door manufacturer for door and operation-cycles requirement specified, with electric motor and factory-prewired motor controls, starter, gear-reduction unit, solenoid-operated brake, clutch, control stations, control devices, integral gearing for locking door, and accessories required for proper operation.

1. Comply with NFPA 70.

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2. Control equipment complying with NEMA ICS 1, NEMA ICS 2, and NEMA ICS 6, with NFPA 70 Class 2 control circuit, maximum 24-V ac or dc.

B. Usage Classification: Electric operator and components capable of operating for not less than number of cycles per hour indicated for each door.

C. Door Operator Location(s): Operator location indicated for each door.

1. Top-of-Hood Mounted: Operator is mounted to the right or left door head plate with the operator on top of the door-hood assembly and connected to the door drive shaft with drive chain and sprockets. Headroom is required for this type of mounting.

D. Motors: Reversible-type motor with controller (disconnect switch) for motor exposure indicated.

1. Electrical Characteristics:

a. Phase: Polyphase.

b. Volts: 460 V.

c. Hertz: 60.

2. Motor Size: Minimum size as indicated. If not indicated, large enough to start, accelerate, and operate door in either direction from any position, at a speed not less than 8 in./sec. and not more than 12 in./sec., without exceeding nameplate ratings or service factor.

3. Operating Controls, Controllers, Disconnect Switches, Wiring Devices, and Wiring:

Manufacturer's standard unless otherwise indicated.

4. Coordinate wiring requirements and electrical characteristics of motors and other electrical devices with building electrical system and each location where installed.

E. Limit Switches: Equip each motorized door with adjustable switches interlocked with motor controls and set to automatically stop door at fully opened and fully closed positions.

F. Obstruction Detection Devices: External entrapment protection consisting of indicated automatic safety sensor capable of protecting full width of door opening. For non-fire-rated doors, activation of device immediately stops and reverses downward door travel.

1. Electric Sensor Edge: Automatic safety sensor edge, located within astragal or weather stripping mounted to bottom bar. Contact with sensor activates device. Connect to control circuit using manufacturer's standard take-up reel or self-coiling cable.

G. Control Station: Three-button control station in fixed location with momentary-contact push-button controls labeled "Open" and "Stop" and sustained- or constant-pressure push-button control labeled "Close."

1. Interior-Mounted Units: Full-guarded, surface-mounted, heavy-duty type, with general-purpose NEMA ICS 6, Type 1 enclosure.

Addendum #4 July 9, 2021

OVERHEAD COILING DOORS

083323 - 6

NORTH CAROLINA ANG

CHARLOTTE, NC VOLUME 2 OF 4

H. Emergency Manual Operation: Equip each electrically powered door with capability for emergency manual operation. Design manual mechanism so required force for door operation does not exceed 25 lbf.

I. Emergency Operation Disconnect Device: Equip operator with hand-operated disconnect mechanism for automatically engaging manual operator and releasing brake for emergency manual operation while disconnecting motor without affecting timing of limit switch. Mount mechanism so it is accessible from floor level. Include interlock device to automatically prevent motor from operating when emergency operator is engaged.

J. Motor Removal: Design operator so motor may be removed without disturbing limit-switch adjustment and without affecting emergency manual operation.

2.11 GENERAL FINISH REQUIREMENTS

A. Comply with NAAMM/NOMMA's "Metal Finishes Manual for Architectural and Metal Products (AMP 500-06)" for recommendations for applying and designating finishes.

B. Appearance of Finished Work: Noticeable variations in same piece are not acceptable.

Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

2.12 STEEL AND GALVANIZED-STEEL FINISHES

A. Powder-Coat Finish: Manufacturer's standard baked-on finish consisting of prime coat and thermosetting topcoat. Comply with coating manufacturer's written instructions for cleaning, pretreatment, application, and minimum dry film thickness.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates areas and conditions, with Installer present, for compliance with requirements for substrate construction and other conditions affecting performance of the Work.

B. Examine locations of electrical connections.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Install overhead coiling doors and operating equipment complete with necessary hardware, anchors, inserts, hangers, and equipment supports; according to manufacturer's written instructions and as specified.

Addendum #4 July 9, 2021

OVERHEAD COILING DOORS

083323 - 7

NORTH CAROLINA ANG

CHARLOTTE, NC VOLUME 2 OF 4

B. Install overhead coiling doors, hoods, controls, and operators at the mounting locations indicated for each door.

C. Accessibility: Install overhead coiling doors, switches, and controls along accessible routes in compliance with regulatory requirements for accessibility.

D. Power-Operated Doors: Install according to UL 325.

3.3 STARTUP SERVICE

A. Engage a factory-authorized service representative to perform startup service.

1. Perform installation and startup checks according to manufacturer's written instructions.

2. Test and adjust controls and safety devices. Replace damaged and malfunctioning controls and equipment.

3.4 ADJUSTING

A. Adjust hardware and moving parts to function smoothly so that doors operate easily, free of warp, twist, or distortion.

1. Adjust exterior doors and components to be weather-resistant.

B. Lubricate bearings and sliding parts as recommended by manufacturer.

C. Adjust seals to provide tight fit around entire perimeter.

3.5 DEMONSTRATION

A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain overhead coiling doors.

END OF SECTION 083323

Addendum #4 July 9, 2021

OVERHEAD COILING DOORS

083323 - 8

NORTH CAROLINA ANG

CHARLOTTE, NC VOLUME 2 OF 4

UP

FIRE

COMM

102CORRIDOR

ELEC

UNISEX

RAMP

CARGO

FLEET STOR

JOINT

INSPECTION

LOCKERS

PPE

TRAINING

BAG

FLEET

OFFICE

117 COFFEE

JAN

ELEV

BAGGAGE

SCAN

CORRIDOR

FLEET

WORK

MEN

WOMEN

STAIR #1

PALLET

BUILD-UP

LAV TRUCK

CIRCULATION

Hoistway Req.

Depth Min. 6'-11" Width Min. 8'-6"

BAGGAGE

CHECK-IN

PASSENGER

HOLDING

TRAVEL DISTANCE (41'-0")

TRAVEL DISTANCE(70'-0")

TRAVEL DISTANCE

(58'-0")

TRAVEL DISTANCE (73'-0")

TRAVEL DISTANCE (88'-0")

TRAVEL DISTANCE (105'-0")

PASSENGER

HOLDING

STERILE

H

R

H R

1 HR

H

R

H

R

1 HR

3 2

CORRIDOR

BAGGAGE

SCAN

PUMP ROOM

132 1

1 HR

1 HR

H

R

H R

1 HR1 HR

H

R

H R

H

R

H R

BAGGAGE /

PALLET

COMMON PATH

(50'-0")

LIFE SAFETY LEGEND

ONE HOUR FIRE BARRIER1 HR

38'-0"

TRAVEL

DISTANCE

DENOTES

EXIT ROUTE

DENOTES

BUILDING EXIT

BREAK POINT

OCCUPANT LOAD NUMBER

AT EXIT COMPONENT

EXIT COMPONENT MAXIMUM

OCCUPANT CAPACITY NUMBER

# OCCUPANT LOAD FACTOR PER

UFC 3-600-01, TABLE 10-1

CLEAN AGENT TYPE FIRE EXTINGUISHER -

WALL BRACKET

MOUNTED AT 54" AFF

MULTI-PURPOSE TYPE FIRE EXTINGUISHER -

SEMI-RECESSED

MOUNTED AT 54" AFF

MULTI-PURPOSE TYPE FIRE EXTINGUISHER -

WALL BRACKET

MOUNTED AT 54" AFF

PLUMBING FIXTURES

FIXTURE TYPE REQ. #

BUSINESS (B) - 38 OCCUPANTS

W.C. (MEN)

W.C. (WOMEN)

LAV. (MEN)

LAV. (WOMEN)

TOTALS (ROUND UP)

W.C. (MEN) 0.39+0.76+0.06 2

W.C. (WOMEN) UNISEX

LAV. (MEN)

LAV. (WOMEN) UNISEX

D.F. 1

SERVICE SINK

STORAGE AND MECHANICAL- [(S-1)] - 12 OCCUPANTS

W.C. (MEN) 1 PER 100 0.06

W.C. (WOMEN)

LAV. (MEN)

LAV. (WOMEN)

IBC 2018 TABLE 403.1

LOAD FACTOR (LF) (OCC/LF)

1 PER 100

1 PER 100

1 PER 100

(6/100)

1 PER 25 FOR FIRST(50) (19/25) 0.76

0.48

1.21

(19/40) 0.48

ACTUAL

CALC.

3+2 UR

0.25+0.48+0.06 1

0.8

1 PER 25 FOR FIRST(50)

1 PER 40 FOR FIRST(80)

1 PER 40 FOR FIRST(80)

0.75+0.76+0.06 1.57

0.25+0.48+0.06 0.8

0.06

0.06

0.06

(19/40)

(19/25) 0.76

(6/100)

(6/100)

(6/100)

ASSEMBLY (A) - 98 OCCUPANTS

W.C. (MEN)

W.C. (WOMEN)

LAV. (MEN)

LAV. (WOMEN)

1 PER 125 (49/125) 0.39

0.25

(49/200) 0.25

1 PER 65

1 PER 200

1 PER 200

(49/200)

(49/65) 0.75

CORR

DCC

ADMIN

IDO

SIPR

ATOC

UNISEX

UNISEX

CONF

CORR

216SUPERVISOR

/ MANAGER

CORR

TO LIBRARY

/ HOTEL / QC

BREAKRM

LOAD

PLANNING

CORR

CORRIDOR

ADMIN

MECH.

STAIR #1

ELEV

OPEN TO BELOW

ROOF BELOW

TRAVEL DISTANCE (89'-8")

TRAVEL DISTANCE (90'-8")

TRAVEL DISTANCE

(32'-0")

(49'-0")

H

R

H R

1 HR

H

R

H

R

1 HR

1 1

2 2

STAIR IS NOT AN ACCESSIBLE MEANS OF

EGRESS. ACTUAL STAIR LOAD IS 25

OCCUPANTS. STAIR WIDTH IS 38". THIS

INCLUDES HANDRAIL PROTRUSION IN

CLEARANCE DIMENSION. STAIR IS IN

COMPLIANCE WITH IBC 2018, SECTION

1011.2, EXCEPTION 1.

COMMON

PATH

(40'-0")

COMMON

PATH

(29'-0")

ROOMS SHALL BE CLASSIFIED AS

BUSINESS PER 2018 IBC, CHAPTER 3,

SECTION 303, PARAGRAPH 303.1.2,

OCCUPANCY LEGEND

ASSEMBLY

BUSINESS

STORAGE

UNOCCUPIED

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

2000 East Lamar Blvd, Suite 600 Arlington, TX 76006 fsb-ae.com

Architecture Engineering Planning Frankfurt Short Bruza / Texas

817.588.3010

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

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20180720

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CODE AND LIFE SAFETY PLAN

G-101

JMI

OAE

MBP

SCALE 1/8" = 1'-0"

CODE AND LIFE SAFETY GROUND FLOOR PLAN

CODE SUMMARY

USE AND OCCUPANCY: (IBC 2018)

INDIVIDUAL CLASSIFICATION OF OCCUPANCY

ASSEMBLY: GROUP A-3 (SECTION 303.4)

BUSINESS: GROUP B (SECTION 304.1)

STORAGE: GROUP S-1 (SECTION 311.1)

PRELIMINARY CODE ANALYSIS BASED ON NON

SEPARATED MIXED USE OCCUPANCY USING THE MOST

RESTRICTIVE OCCUPANCY CLASSIFICATION S-1

(508.3.2)

OCCUPANCY GROUP(S) (NFPA 101-2018):

INDIVIDUAL CLASSIFICATION OF OCCUPANCIES:

ASSEMBLY (SECTION 6.1.2)

BUSINESS (SECTION 6.1.11)

STORAGE- ORDINARY HAZARD (SECTION 6.1.13)

TYPE OF CONTRUCTION (IBC 2018 TABLE 601):

TYPE II-B WITH SPRINKLER SYSTEM

ALLOWABLE HEIGHT (IBC 2018):

75 FT PER TABLE 504.3

ACTUAL HEIGHT: 28'-4" FT

ALLOWABLE AREA (IBC 2018):

PER SECTION 507.5, 507.6 UNLIMITED AREA FOR TWO

STORY

SPRINKLERED GROUP A, B AND S.

ACTUAL AREA: 15,243 GSF

SCALE 1/8" = 1'-0"

CODE AND LIFE SAFETY SECOND FLOOR PLAN

0 4' 8' 16'

1/8" = 1'-0"

N

1 ADDENDUM #1 03/03/2021

2 ADDENDUM #4 07/09/2021

Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

11949

SF202

SF202

SF202

SF202

A A

BB

CC

DD

EE

FF

15'-11" 15'-11" 15'-11" 15'-11" 14'-7" 2'-8" 17'-3" 10" 20'-3" 25'-1"

/8

/2

8"

11 1/2"

7 1/2"

/2

/2

8"

SB301

SB301

3 3

EXISTING SPOT

FOOTING TYP

EXISTING

CONTINUOUS

FOOTING TYP

SB501

SB501

SB501

SB501

H S S 4X

4X 1/

B P 1 H

S S 4X

4X 1/

B P

H S S 4X

4X 1/

B P

H S S 4X

4X 1/

B P

F

H S S 4X

4X 1/

B P

F

F2

F2

H S S 4X

4X 1/

B P 2 H

S S 4X

4X 1/

B P

H S S 6X

6X 1/

B P13

F3

F2 F2

H S S 6X6X1/4

BP7 F3

H S S 4X

4X 1/

B P

H S S 4X

4X 1/

B P

H S S 4X

4X 1/

B P 6 H

S S 4X

4X 1/

B P 6 H

S S 4X

4X 1/

B P

H S S 4X

4X 5/

B P

F

H S S 4X

4X 1/

B P

F

H S S 4X

4X 1/

B P

F

H S S 4X

4X 5/

B P

H S S 4X

4X 1/

B P

F

H S S 4X

4X 1/

B P12

F4

H S S 4X

4X 1/

B P 12H

S S 4X

4X 1/

B P

H S S 4X

4X 1/

B P

H S S 4X

4X 1/

B P

/2

2 1/2" 2

/2

/2

7 3/8" 13'-0 5/8" 2'-3"

/2

/8

/2

/2

/2

/8

/2

8'-0 5/8"7 3/8" 15'-3 5/8"

10"

/2

F5 F5

F6F6

7 5/16"

9'-0 11/16" 5'-11"

F7 F7

FOUNDATION PLAN NOTES

1. ALL CMU WALLLS TO SIT ON EXISTING SLAB.

2. EXISTING EXTERIOR STAIR UNDER NEW CANOPY

TO REMAIN AND BE REPAIRED. REFER

ARCHITECTURE.

8" REINFORCED CMU ELEVATOR SHAFT WALL.

FULLY GROUTED WITH #5 VERTICAL BARS AT

16" ON CENTER AND #5 HORIZONTAL IN BOND

BEAM AS INDICATED IN ELEVATOR SHAFT

SECTIONS.

8" REINFORCED CMU WALL. WITH #5 VERTICAL

BARS AT 24" ON CENTER AND #5 HORIZONTAL

IN BOND BEAM AT 4'-0" ON CENTER.

COORDINATE FINAL LOCATIONS WITH

ARCHITECTURE.

EXISTING CMU WALL

REMOVE EXISTING COLUMN. EXISITNG

FOOTING TO REMAIN.

18"x18"x24" DEEP SUMP. LOCATE PER

ELEVATOR MFGR REQUIREMENTS.

REFER DETAIL 1/SF201

REFER DETAIL 2/SF201

REFER DETAIL 3/SF201

REFER DETAIL 1/SF202

6" REINFORCED CMU STAIR SHAFT WALL

FULLY GROUTED WITH #5 VERTICAL BARS

AT 24" OC AND #5 HORIZONTAL BARS IN

BOND BEAMS AT 4'-0" OC.

HELICAL PIER UNDERPINNING WITH BRACKETS

TO EXISTING SPREAD FOOTINGS FOR

ELEVATOR PIT EXCAVATION. PROVIDE 50 KIP

SERVICE LOAD CAPACITY AT EACH SPREAD

FOOTING.

ANTICIPATED EXTENTS OF SLAB DEMOLITION

AND REPLACEMENT FOR ELEVATOR PIT

CONSTRUCTION. CONTRACTOR TO SIZE FOR

SOIL LAY-BACK DURING CONSTRUCTION.

FF

15'-11" 15'-11" 15'-11" 15'-11" 14'-7" 2'-8" 17'-3"

EXISTING

STAIRS TO

REMAIN

11"

3'-0" 6'-0" 11"

EDGE OF BUILDING

2'-6" 2'-6"

12" MAX TOTAL

DEPTH X 8" MAX

WIDTH COL, TYP

ALL FRAME AND

PORTAL COL

SB501

PORTAL FRAME

F7F7F7

F7 F7 F7

EXISTING EXTERIOR CONC

PAVEMENT TO REMAIN

4930 MINUTEMAN WAY

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Architecture Engineering Planning Frankfurt Short Bruza / Texas

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SHEET TITLE:

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PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

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PROJECT MANAGER:

C

B

A

D

C

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A

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20180720

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FOUNDATION PLAN

SB101

BJW

KAC

BJW

0 4' 8' 16'

1/8" = 1'-0"

N

SCALE 1/8" = 1'-0"

FOUNDATION / SLAB PLAN

SCALE 1/8" = 1'-0"

FOUNDATION / SLAB PLAN

ISOLATED FOOTING SCHEDULE

FOOTING MARK WIDTH LENGTH THICKNESS

F1 5'-6" 5'-6" 2'-0"

F2 4'-0" 4'-0" 2'-0"

F3 5'-0" 10'-6" 1'-2"

F4 2'-0" 3'-0" 1'-2"

F5 1'-6" 8'-0"

F6 4'-0" 10'-6"

F7 5'-0" 5'-0"

1'-6"

1'-2"

NOTES:

1. FOOTING F5 WITH 2 HELICAL PIERS AT 17k EACH

2. EXISTING FOOTING F7 WITH NEW HELICAL PIERS

TO SUPPORT EXISTING FOOTING DURING

ELEVATOR PIT CONSTRUCTION. PROVIDE 50k

TOTAL SUPPORT CAPACITY TO BE LEFT IN PLACE.

HELICAL PIERS TO BE SYMETRIC ABOUT FOUNDATION .

3. PROVIDE (6) #5 REINFORCING BARS EACH WAY IN

BOTTOM OF FOOTING F1.

4. PROVIDE (4) #5 REINFORCING BARS EACH WAY IN

BOTTOM OF FOOTING F2.

5. TOP OF ALL NEW FOOTINGS ARE AT FINISHED FLOOR

ELEVATION IN THIS BUILDING.

2'-6"

1 ADDENDUM #4 07/09/2021

TOP OF SLAB

100'-0"

SECOND FLOOR

FRAMING

111'-4"

ROOF FRAMING

124'-8"

F

3" 1'-7" 7'-8 3/8" 10" 3"

WATERSTOP

TYP

10" CONC WALL

W/ #4 AT 8" OC

HORIZ AND VERT

DEMO EXISTING SLAB

EXIST CONT

FOOTING

24" CONC SLAB W/

#5 BARS AT 12" OC EW

(TOP AND BOT)

8"

118'-8"

122'-0"

EL

EL

EL

1/4"x7 1/2" PLATE W/ 1/2"x16" DBA AT 16" OC

TO MATCH CMU VERTICAL REINF.

PLUG WELD TO EXISTING BEAM WITH

3/4" PLUG WELDS AT 16" OC

110'-8"

108'-0"

EL

EL

128'-0"

C L R

C L R

CLR

3"

MIN

WATERPROOFING

MEMBRANE

#5x2'-0" DOWELS

AT 16" OC EPOXY

6" INTO EXIST

GRADE BEAM

1'-7" CONC WALL

TO MATCH EXIST

GRADE BEAM WIDTH

#4 BARS AT 8" OC

HORIZ AND VERT

#4 DOWELS

AT 16" OC

20"

SAW CUT OPENING

IN EXIST SLAB FOR

PIT EXCAVATION

REPLACE INTERIOR SLAB

WITH 6" CONC W/ #4 @ 16" OC

EW ON VAPOR RETARDER

OVER 6" SAND FILL

GROUT FILL NOTCH TO

MAKE SLOPING LEDGE

L5x3-1/2x5/16" W/

1/2" Ø EPOXY ANCHORS

AT 16" OC (5" EMBED)

TO SUPPORT DECK

# 4 DWLS x 1'-6" @ 16" OC

EPOXY 6" INTO EXISTING SLAB

(TYP AT SLAB REPLACEMENT)

15.00°

L3x3x3/16" W/

1/2" Ø EPOXY ANCHORS

AT 16" OC AT ALL 4 WALLS

(5" EMBED)

CREAT NEW JOIST SEAT

PER 6/SF502

GROUT CMU WALL

SOLID AROUND JOIST

CUT JOIST FLUSH WITH CMU WALL

AFTER JOIST WEB MEMBERS ARE

ADDED AND WALL IS CONSTRUCTED

REMOVE OLD

JOIST END

AFTER JOIST IS

SUPPORTED ON

NEW CMU WALL

TOP OF SLAB

100'-0"

SECOND FLOOR

FRAMING

111'-4"

ROOF FRAMING

124'-8"

4 5

3" 10"

EXISTING CONC

SLAB TYP

CMU ELEVATOR

SHAFT WALL

REFER PLAN TYP

WATERSTOP TYP

10" CONC WALL W/

#6 BARS AT 12" OC

VERT EACH FACE

W/ (2) #4 BARS AT

10" OC HORIZ TYP

DEMO EXISTING SLAB

30" CONC SLAB W/

#6 BARS AT 12" OC

EACH WAY TOP

AND BOTTOM

2'-3" 8'-8 3/4" 4'-11 1/4"

3"10"

128'-0"

126'-0"

122'-0"

119'-4"

115'-4"

110'-8"

108'-0"

104'-0"

124'-0"

EL

EL

EL

EL

EL

EL

EL

EL

EL

L3x3x3/16" W/

1/2" Ø EPOXY ANCHORS

AT 16" OC AT ALL 4 WALLS

(5" EMBED)

PL 6x6x3/8" W/

(2) 3/8" x4" HSA AT EACH

ROOF BEAM BEARING

WELD TO BEAM

3/16 3

L3x3x3/16" W/

1/2" Ø EPOXY ANCHORS

AT 16" OC (5" EMBED)

#4 DOWELS

AT 16" OC

20"

SAW CUT OPENING

IN EXIST SLAB FOR

PIT EXCAVATION

REPLACE INTERIOR SLAB

WITH 6" CONC W/ #4 REINF @ 16" O.C.E.W.

ON VAPOR RETARDER OVER 6" SAND FILL

# 4 DWLS x 1'-6" @ 16" O.C.

EPOXY 6" INTO EXISTING SLAB

(TYP AT SLAB REPLACEMENT)

WATERPROOFING

MEMBRANE

1'-6"

NOTE: PIT LADDER SUPPLIED

AND INSTALLED BY

ELEVATOR SUPPLIER.

1" BAR GRATING OVER SUMP.

SUMP EDGE FRAMING

L1-1/4"x1-1/4"x1/4" W/ 3/8" Ø x 4" HSA AT 12" OC

#5 X 3'-4" DOWELS @ 16" O.C. AT

ELEVATOR SHAFT WALLS. EMBED 1'-4"

BELOW FF ELEVATION.1

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

2000 East Lamar Blvd, Suite 600 Arlington, TX 76006 fsb-ae.com

Architecture Engineering Planning Frankfurt Short Bruza / Texas

817.588.3010

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

MAY 29, 2020

20180720

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P ro je c t

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S m a ll T e rm in a l B ld g

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FOUNDATION DETAILS

SB301

BJW

KAC

BJW

SCALE 3/4" = 1'-0"

SECTION THROUGH ELEVATOR PIT

1 SCALE 3/4" = 1'-0"

SECTION THROUGH ELEVATOR PIT

1' 3'2'0

3/4" = 1'-0"

1 ADDENDUM #4 07/09/2021

24" LONG DOWELS, SIZE AND SPACING

TO MATCH VERTICAL REINFORCING OF

NEW CMU WALLS. EPOXY INTO SLAB

(4" EMBED). TYP EXCEPT AT ELEVATOR

SHAFT WALLS.

TOP OF SLAB

100'-0"

SF201

ROOF FRAMING

111'-6 1/2"

FIELD VERIFY

M

IN

V E

R

IF

Y

F

IE

L D

R O

COORD W/ ARCH

3'-4" RO

HSS4X4X3/16

H S

S X

X

/1

H S

S X

X

/1

EXISTING ROOF

FRAMING

3/16

TYP

TOP OF SLAB

100'-0"

SECOND FLOOR

FRAMING

111'-4"

SF201

M A

X

V E

R

IF

Y

F

IE

L D

R O

COORD W/ ARCH

6'-4" RO

EXISTING ROOF

FRAMING

HSS8X8X3/16

H S

S X

X

/1

H S

S X

X

/1

3/16

TYP

TOP OF SLAB

100'-0"

F

ROOF FRAMING

111'-6 1/2"

FIELD VERIFY

VERIFY

11"

FIELD

M A

X

V E

R

IF

Y

F

IE

L D

VERIFY

6 1/2"

FIELD

1/2"

M

IN

EXISTING PRECAST

WALL PANEL

EXISTING ROOF

AND FRAMING

1/4"x4" PLATE

(NS ONLY)

1/8" BENT PLATE

CLOSURE

3/16

TYP

TYP

2 @12

TYP

TYP

1/2 12

TYP

L3x3x1/4x4" W/

3/4" DIA HILTI

HAS HAD ROD

AND HILTI

HY-200 EPOXY

(OR EQUAL)

EMBED 4"

TOP OF SLAB

100'-0"

SF201

ROOF FRAMING

111'-6 1/2"

FIELD VERIFY

R O

V E

R

IF

Y

F

IE

L D

M A

X

COORD W/ ARCH

3'-4" RO

HSS4X4X3/16

H S

S X

X

/1

H S

S X

X

/1

EXISTING ROOF

FRAMING

3/16

TYP

TOP OF SLAB

100'-0"

B

ROOF FRAMING

111'-6 1/2"

FIELD VERIFY

VERIFY

11"

FIELD

M A

X

V E

R

IF

Y

F

IE

L D

2" 8" 1"

M

IN

EXISTING PRECAST

WALL PANEL

EXISTING ROOF

AND FRAMING

1/4"x4" PLATE

(NS ONLY)

NEW BRICK AS

REQ'D

3/16

TYP

TYP

TYP

3/16 2 @12

TYP

2 @12

TYP

1/4" PLATE LINTEL

L3x3x1/4x4" W/ 3/4"

DIA HILTI HAS

ROD AND HILTI

HY-200 EPOXY

(OR EQUAL)

EMBED 4"

TOP OF SLAB

100'-0"

SECOND FLOOR

FRAMING

111'-4"

F

VERIFY

11"

FIELD

M A

X

V E

R

IF

Y

F

IE

L D

4" 6"

M

IN

EXISTING PRECAST

WALL PANEL

EXISTING FLOOR

AND FRAMING

1/4"x4" PLATE

(NS ONLY)

NEW BRICK AS

REQ'D

3/16

TYP

2@12

TYP

TYP

3/16 2 @12

TYP

1/4" PLATE LINTEL

L3x3x1/4x4" W/ 3/4"

DIA HILTI HAS

ROD AND HILTI

HY-200 EPOXY

(OR EQUAL)

EMBED 4"

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

2000 East Lamar Blvd, Suite 600 Arlington, TX 76006 fsb-ae.com

Architecture Engineering Planning Frankfurt Short Bruza / Texas

817.588.3010

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

MAY 29, 2020

20180720

LLP

P ro je c t

N o

F

J R

P

C h a rl o tt e A

N G

B a s e C

D

IA

N

C

N o rt h

C a ro li n a A ir N a ti o n a l G u a rd

C -1

C o n v e rs io n

A d d

/A lt e r

S m a ll T e rm in a l B ld g

C :\U s e rs

\b a w

\D o cu m e n ts \M y R e v it\8

S tru b w illh o ite .rv t

/8 /2

:2

:4

P

M

FRAMING ELEVATIONS

SF201

BJW

KAC

BJW

SCALE 3/4" = 1'-0"

FRAMING ELEVATION

1' 3'2'0

3/4" = 1'-0"

SCALE 3/4" = 1'-0"

FRAMING ELEVATION

SCALE 1" = 1'-0"

SECTION DETAIL

SCALE 3/4" = 1'-0"

FRAMING ELEVATION

SCALE 1" = 1'-0"

SECTION DETAIL

SCALE 1" = 1'-0"

SECTION DETAIL

0 6" 1' 2'

1" = 1'-0"

1 ADDENDUM #4 07/09/2021

SECOND FLOOR

FRAMING

111'-4"

F

10"

8"

/2

/2

B E

A M

B O

N D

B E

A M

B O

N D x x x

3/4"x4" HEADED STUD

REFER PLAN

1/4" CONT BENT PLATE

EDGE ANGLE

9"5

/2

EXISTING 8" CMU

3/4" HAS ROD W/ HY-200

EPOXY (OR EQUAL)

AT 24" OC IN EXIST

GROUTED CELLS

EMBED 4"

(2) ADD'L #5 VERT

AT BEAM BEARING

#4 BENT DOWEL

AT 24" OC

ALT HOOK DIR

20"

3/16

TYP

3/4"x6"x8" BEARING PL W/ (2) 1/2" Ø x12" DBA

3/16 2 AT 12

TYP

GROUT

SOLID

STEEL BEAMS

REFER PLAN

1/4" WEB STIFF PL

(NS AND FS)

CONC SLAB REFER PLAN

ANCHOR TO CMU W/ (1)

1/4" TAPCON AT 12" OC

AS REQ"D

x

SF501

SECOND FLOOR

FRAMING

111'-4"

F

2 1/2"

7 1/2" x x x

3/4"x4" HEADED STUD

REFER PLAN

1/4" CONT BENT PLATE

EDGE ANGLE

/2

3/4" HAS ROD W/ HY-200

EPOXY (OR EQUAL)

AT 24" OC IN EXIST

GROUTED CELLS

EMBED 4"

3/16 2 AT 12

TYP

EXISTING 8" CMU

AND COLUMN

HSS COLUMN

REFER PLAN

REFER TYPICAL

CONNX DETAILS

STEEL BEAMS

REFER PLAN

CONC SLAB

REFER SLAB

9"5

/2

SECOND FLOOR

FRAMING

111'-4"

7 1/2" x x x

3/4"x4" HEADED STUD

REFER PLAN

1/4" CONT BENT PLATE

EDGE ANGLE

6 1/2"5

/2

EXISTING 8" CMU

3/4" HAS ROD W/ HY-200

EPOXY (OR EQUAL)

AT 24" OC IN EXIST

GROUTED CELLS

EMBED 4"

#4 BENT DOWEL

AT 24" OC

ALT HOOK DIR

20"

3/16 2 AT 12

TYP

CONC SLAB REFER PLAN

ANCHOR TO CMU W/ (1)

1/4" TAPCON AT 12" OC

AS REQ'D

x

/2

/2

B E

A M

B O

N D

B E

A M

B O

N D

HSS COLUMN

REFER PLAN

STEEL BM

REFER PLAN

BLOCKOIUT WALL (BEYOND)

AS REQ'D FOR BEAM (BEYOND)

AND GROUT SOLID

REFER TO TYPICAL

CONNX DETAILS

NEW 8" CMU

BEYOND

SECOND FLOOR

FRAMING

111'-4"

4"

/2 x x x

3/16 2 AT 12

TYP

1/4" CONT BENT PL

EDGE ANGLE

4"

/2

CONC SLAB

REFER PLAN

STEEL BEAM

REFER PLAN

REFER TO TYPICAL

CONNX DETAILS

1/2" Ø x 1'-6" DBA

LOCATED EACH

SLEEVE MOUNT

1 1/2" Ø STD PIPE

REMOVABLE GUARDRAIL

SYSTEM REFER ARCH

2" Ø STD PIPE SLEEVE

MOUNT W/ 1/2" Ø THRU BOLT

CAP BOT OF SLEEVE

TYP

HSS COLUMN

REFER PLAN

SECOND FLOOR

FRAMING

111'-4"

7 5/8" 2 1/2" 7 1/2"

/2

/8

B E

A M

B O

N D

B E

A M

B O

N D x x x

CONC SLAB

REFER PLAN

x

1/4" CONT BENT PL

EDGE ANGLE W/

1/2" Ø x1'-6" DBA

AT 24" OC

7"

/2

STEEL BEAM

REFER PLAN

REFER TO TYPICAL

CONNX DETAILS

HSS COLUMN

REFER PLAN

EXTEND VERT REINF

TO TOP OF WALL

8" CMU WALL

5/8" X 1'-6" THREADED ROD @ 24"

O.C. THRU STD HOLES IN BENT

PLATE. POST-INSTALL INTO CMU

WITH EPOXY (16" EMBED).

SECOND FLOOR

FRAMING

111'-4"

1'-6" 1'-6"

/2 x x x

3/4"x4" HEADED STUD

REFER PLAN

1/4" CONT BENT PL

EDGE ANGLE

17"

/2

3/16 2 AT 12

TYP CONC SLAB

REFER PLAN

x

1/2" Ø x 3'-0" DBA

AT 24" OC

STEEL BEAM

REFER PLAN

SECOND FLOOR

FRAMING

111'-4"

6 1/4" x x x

3/4"x4" HEADED STUD

REFER PLAN

1/4" CONT BENT PL

EDGE ANGLE

5 1/2"

/2

3/16 2 AT 12

TYP CONC SLAB

REFER PLAN

x

/2

STEEL BEAM

REFER PLAN

SECOND FLOOR

FRAMING

111'-4"

7 1/2"5 5/8"7'-9 7/16"3 13/16"

/2

/2

1/2"

1 1/2"

2"

/2

/2

/2

(2) 3/4" Ø HAS ROD W/

HY-200 EPOXY (OR EQUAL)

IN GROUTED CELLS

BOTH WALLS

EMBED 4"

(2) 3/4" Ø

A325 BOLTS

L4x4x1/4

STRIP BEAM FLNG'S

AS REQ'D

CONT 1/4" BENT PL

EDGE ANGLE

STEEM BEAM

REFER PLAN

/2

/2

/2

/2 x x x

3/4"x4" HEADED STUD

REFER PLAN

3/16 2 AT 12

TYP

CONC SLAB

REFER PLAN

3/4" HAS ROD W/ HY-200

EPOXY (OR EQUAL)

AT 24" OC IN EXISTING

GROUTED CELLS

EMBED 4"

1/4" CONT BENT PL

EDGE ANGLE

7"

/2

STEEL BEAM

REFER PLAN

EXISTING 8" CMU

NEW 6" CMU

REFER PLAN

SECOND FLOOR

FRAMING

111'-4"

10" x x x

3/4"x4" HEADED STUD

REFER PLAN

1/4" CONT BENT PL

EDGE ANGLE

9"

/2

3/16 2 AT 12

TYP CONC SLAB

REFER PLAN

x

3/4" HAS ROD W/ HY-200

EPOXY (OR EQUAL)

AT 24" OC IN EXIST

GROUTED CELLS

EMBED 4"

/2

STEEL BEAM

REFER PLAN

REFER TO TYPICAL

CONNX DETAILS

EXIST ROOF

FRAMING BEYOND

EXISTING CMU

HSS COLUMN

REFER PLAN

SECOND FLOOR

FRAMING

111'-4"

C

10" x x x

3/4"x4" HEADED STUD

REFER PLAN

1/4" CONT BENT PL

EDGE ANGLE

9"

/2

3/16 2 AT 12

TYP CONC SLAB

REFER PLAN

x

3/4" HAS ROD W/ HY-200

EPOXY (OR EQUAL)

AT 24" OC IN EXIST

GROUTED CELLS

EMBED 4"

STEEL BEAM

REFER PLAN

EXISTING WALL AND

FLOOR FRAMING

SECOND FLOOR

FRAMING

111'-4"

7 1/2"VERIFY

4"

/2 x x x

3/4"x4" HEADED STUD

REFER PLAN

3/16 2 AT 12

TYP

1/4" CONT BENT PL

EDGE ANGLE

6 1/2"

/2

CONC SLAB

REFER PLAN

EXISTING FLOOR

FRAMING

NOTE

CONTRACTOR TO

VERIFY SLAB EDGE

LOCATION

STEEL BEAM

REFER PLAN

REFER TO TYPICAL

CONNX DETAILS

SECOND FLOOR

FRAMING

111'-4"

B

/2 x x x x

STEEL BEAM

REFER PLAN

STEEL BEAM

REFER PLAN

HSS COLUMN

REFER PLAN

REFER TO TYPICAL

CONNX DETAILS

3/4"x4" HEADED STUD

REFER PLAN

CONC SLAB

REFER PLAN

SECOND FLOOR

FRAMING

111'-4"

7 5/8" 7 1/2"

/2 x x x x

1/4" CONT BENT PL

EDGE ANGLE W/

1/2" Ø x1'-6" DBA

AT 24" OC

14"

/2

ELEVATOR DOOR

SUPPORT AS REQ'D

BY MANUF

CMU JAMB AT

ELEVATOR DOOR

8" SOLID GROUTED CMU

REFER TO DETAILS FOR

VERT REINF AND BOND

BEAM LOCATIONS

3/16 2 AT 12

TYP CONC SLAB

REFER SLAB

3/4"x4" HEADED STUD

REFER PLAN

3/4" Ø HAS ROD W/ HY-200

EPOXY (OR EQUAL) AT 24" OC

IN GROUTED CELLS BEYOND

EMBED 4"

1/4" BENT PL EDGE

ANGLE (BEYOND)

6 1/2"

/2

SECOND FLOOR

FRAMING

111'-4"

/2

/2 "3

1/2"

1 1/2"

2" x x x

5 1/2"

/2

3/16

TYP CONC SLAB

REFER SLAB

3/4"x4" HEADED STUD

REFER PLAN

3/4" Ø HAS ROD W/ HY-200

EPOXY (OR EQUAL) AT 24" OC

IN GROUTED CELLS

EMBED 4"

1/4" CONT BENT PL

EDGE ANGLE

8" SOLID GROUTED CMU

REFER TO DETAILS FOR

VERT REINF AND BOND

BEAM LOCATIONS

/2

/2

/2

(2) 3/4" Ø HAS ROD W/

HY-200 EPOXY (OR EQUAL)

IN GROUTED CELLS

EMBED 4"

STEEL BEAM

REFER PLAN

(2) 3/4" Ø

A325 BOLTS

L4x4x1/4

STRIP BEAM FLNG'S

AS REQ'D

SECOND FLOOR

FRAMING

111'-4"

VERIFY

4"

7 1/2"1'-3 1/2"

6 1/2"

/2

3/16 2 AT 12

TYPCONC SLAB

REFER SLAB

1/4" CONT BENT PL

EDGE ANGLE

xxxx

/2

3/4"x4" HEADED STUD

REFER PLAN

EXISTING FLOOR

FRAMING

REFER TO TYPICAL

CONNX DETAILS

STEEL BEAMS

REFER PLANTYP

1 1/2"

TYP

1 1/2"

1/4" FULL HEIGHT

WEB STIFF

(NS AND FS)

HSS COLUMN

REFER PLAN

3/4" CAP PLATE

NOTE

CONTRACTOR TO VERIFY

SLAB EDGE LOCATION

SECOND FLOOR

FRAMING

111'-4"

6"

/2

6"

STEEL BEAM

REFER PLAN

8" BOND BEAM

8" CMU WALL

(2) ADD'L #5 VERT

AT BEAM BEARING

3/16 2 AT 12

TYP

CONC SLAB REFER PLAN

ANCHOR TO CMU W/ (1)

1/4" TAPCON AT 12" OC

AS REQ"DREFER TYPICAL

CONNX DETAILS

GROUT

SOLID

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

2000 East Lamar Blvd, Suite 600 Arlington, TX 76006 fsb-ae.com

Architecture Engineering Planning Frankfurt Short Bruza / Texas

817.588.3010

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

MAY 29, 2020

20180720

LLP

P ro je c t

N o

F

J R

P

C h a rl o tt e A

N G

B a s e C

D

IA

N

C

N o rt h

C a ro li n a A ir N a ti o n a l G u a rd

C -1

C o n v e rs io n

A d d

/A lt e r

S m a ll T e rm in a l B ld g

C :\U s e rs

\b a w

\D o cu m e n ts \M y R e v it\8

S tru b w illh o ite .rv t

/8 /2

:2

:4

P

M

FRAMING DETAILS

SF501

BJW

KAC

BJW

SCALE 1" = 1'-0"

FRAMING SECTION

0 6" 1' 2'

1" = 1'-0"

SCALE 1" = 1'-0"

FRAMING SECTION

SCALE 1" = 1'-0"

FRAMING SECTION

SCALE 1" = 1'-0"

FRAMING SECTION

SCALE 1" = 1'-0"

FRAMING SECTION

SCALE 1" = 1'-0"

FRAMING SECTION

SCALE 1" = 1'-0"

FRAMING SECTION

SCALE 1" = 1'-0"

FRAMING SECTION

SCALE 1" = 1'-0"

FRAMING SECTION

SCALE 1" = 1'-0"

FRAMING SECTION

SCALE 1" = 1'-0"

FRAMING SECTION

SCALE 1" = 1'-0"

FRAMING SECTION

SCALE 1" = 1'-0"

FRAMING SECTION

SCALE 1" = 1'-0"

FRAMING SECTION

SCALE 1" = 1'-0"

FRAMING SECTION

SCALE 1" = 1'-0"

FRAMING SECTION

1 ADDENDUM #4 07/09/2021

LOC

5 7 8

C C

D D

MEN

WOMEN

AE401

AE401

A3A3

A3

2'-5 5/8" 4'-2 3/4" 10'-1 1/8" 2'-11 1/4" 2'-11 3/8" 3'-7 1/4" 3'-6" 7'-2 3/8" 2 1/2"

D4

A1

A3

D2

A1

D4D4

A2A2

A3

/4

3'-0" 1" 5'-0"

D4

A2A1

A3

A5

A5

A3 F1

A2

A2A2

A2

D4

D4

A6

A1

A1

1'-11 3/8"4'-11 3/4"D4

/8

/4

/8

A1

1'-6" 1'-6"

1"

1'-6" 1'-6"

/8

6 6

/8

/8

/8

125A124A

9 7/8"

/8

/8

5'-0" 1" 3'-0" 1" 3'-0"

5 5

D4

/4

2'-5 5/8" 1'-4 1/2" 1'-8 1/8" 4'-0 5/8"…