70FA5018R00000013_B413_AMENDMENT_A00003_FINAL_08-13-2018.pdf

ADDENDUM MEMORANDUM

Work Order Number: 90155-009

Solicitation Number: 70FA5018R00000013

Project: Building 413 Historic Rehabilitation and Code Compliance

Date: 8 August 2018

Subject: Addendum #3

BUILDING 413 HISTORIC REHABILITATION AND CODE COMPLIANCE – ADDENDUM #3

7 AUGUST 2018

The following modifications shall be incorporated into the Contract Documents:

ADD 3.1: ADDITION OF FALL PROTECTION ANCHORS SPECIFICATION

Description: Add Fall Protection Anchors Specification (112433) to project requirements.

ADD specification 112433 “Fall Protection Anchors”

ADD 3.2: ADDITION OF INFRASTRUCTURE FOR MICROPHONES AND SPEAKERS

Description: Added conduit and backbox information to support ceiling mounted conferencing devices.

REPLACE Drawing Sheet T1-001 and Sheet T1-201 with revised drawing sheets attached.

ADD 3.3: MODIFICATIONS TO PIPE ROUTING

Description: Hydronic piping in 2nd floor ceiling adjusted.

REPLACE Drawing Sheet M1-103 with revised drawing sheets attached.

ADD 3.4: MODIFICATIONS TO JOISTS FOR DUCTWORK

Description: Modify existing floor joists and add sistered joists to support ductwork openings in existing floor.

REPLACE Drawing Sheets S1-005, S1-104, and S1-105 with revised drawing sheets attached.

UNCLASSIFIED

Building 413 Historic Rehabilitation and Code Compliance Issued For Construction

Solicitation No. 70FA5018R00000013 August 6, 2018

FALL PROTECTION ANCHORS 112433 - 1

SECTION 112433 - FALL PROTECTION ANCHORS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Fixed roof anchor.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Fixed roof anchor.

B. Shop Drawings:

1. Fixed roof anchor including signed and sealed calculations.

1.4 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in the design, fabrication, and installation of fall protection systems and maintenance equipment with at least 5 years of successful documented experience.

B. Installer Qualifications: If different than the manufacturer, shall be approved by the manufacturer for the installation of their products.

C. Loading and Safety Assurance: Work of this Section to meet the requirements of governing codes and jurisdiction and to comply with properly engineered loading and safety criteria for the intended use.

D. Liability Insurance: Manufacturer shall have specific liability insurance (products and completed operations) insurance in the amount of $2,000,000.00 minimum. This insurance shall cover the failure of any part of the fall protection system and equipment installed or supplied on this project.

Building 413 Historic Rehabilitation and Code Compliance Issued For Construction

Solicitation No. 70FA5018R00000013 August 6, 2018

FALL PROTECTION ANCHORS 112433 - 2

1.5 DELIVERY, STORAGE, AND HANDLING

A. Protect from corrosion, deformation, and other types of damage. Store items in an enclosed area free from contact with soil and weather. Remove and replace damaged items with new items.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Structural Carbon Steel: ASTM A36/A36M, ASTM A 1011.

B. Structural Tubing: ASTM A500/A500M.

C. Steel Pipe: ASTM A53/A53M, Type E or S, Grade B.

D. Anchor Bolts: ASTM A307. Where exposed, shall be of the same material, color, and finish as the metal to which applied.

1. Bolts, Nuts, Studs and Rivets: ASME B18.2.2 or ASTM A307.

2. Powder Actuated Fasteners: Follow safety provisions of ASSE/SAFE A10.3.

3. Washers: Provide plain washers to conform to ASME B18.21.1. Provide beveled washers for American Standard beams and channels, square or rectangular, tapered in thickness, and smooth. Provide lock washers to conform to ASME B18.21.1.

2.2 FABRICATION FINISHES

A. Galvanizing: Hot-dip galvanize items specified to be zinc-coated, after fabrication where practicable. Galvanizing: ASTM A123/A123M, ASTM A153/A153M, ASTM A653/A653M or ASTM A924/A924M, G90, as applicable.

B. Galvanize: Anchor bolts, grating fasteners, washers, and parts or devices necessary for proper installation, unless indicated otherwise.

C. Repair of Zinc-Coated Surfaces: Repair damaged surfaces with galvanizing repair method and paint conforming to ASTM A780/A780M or by application of stick or thick paste material specifically designed for repair of galvanizing, as approved by Contracting Officer. Clean areas to be repaired and remove slag from welds. Heat surfaces to which stick or paste material is applied, with a torch to a temperature sufficient to melt the metallics in stick or paste; spread molten material uniformly over surfaces to be coated and wipe off excess material.

2.3 FIXED ROOF ANCHOR PERFORMANCE REQUIREMENTS

A. Characteristics: Fall protection strap anchors designed to connect to the building structure given the different mounting conditions encountered.

1. Exposed top of anchor shall be completely watertight.

Building 413 Historic Rehabilitation and Code Compliance Issued For Construction

Solicitation No. 70FA5018R00000013 August 6, 2018

FALL PROTECTION ANCHORS 112433 - 3

2. Anchor shall be configured to allow the flashing to slip easily into place over the top of the anchor and allow the sealing of the flashing to the anchor and adjacent roofing.

3. Material: Hot dipped galvanized; tensile strength, size and wall thickness as required by anchor design.

4. Connection to Building Structure: Coordinate with structural framing at retro-fit roof framing.

B. Source Manufacturers: Subject to their ability to conform to the requirements of this Section and the Drawings, the following manufacturers are acceptable:

1. SuperAnchor / (855) 301-4575 / www.superanchor.com

2. Guardian Fall Protection Inc. (800) 466-6385/www.guardianfall.com.

3. Pro-Bel (800) 461-0575/www.pro-belgroup.com.

4. Atlas Anchor Systems (206) 870-7840/www.atlas-anchor.com.

C. Design Criteria: AISC S342L and AISC SG 971. Fall protection anchors shall be designed by either the manufacturer or a single, separate company specializing in both the design and installation of fall protection systems and that has been trained and is authorized to design the manufacturer’s fall protection systems. Design fall protection anchors that comply with all

OSHA Std 1910.66-I requirements and the references listed above and provide a safe, functional anchor point.

1. Industry Standards: Anchors shall conform to accepted industry standards and engineering principles and shall be designed by a Professional Engineer qualified in the design of fall protection equipment, its application and safety requirements. Design anchor that is compatible with fall protection industry standard equipment.

2. Design Data: Anchor design shall be engineered and stamped by a Structural Engineer currently licensed in the State in which the project is constructed, who is experienced and qualified in the design of fall protection systems, their application and safety requirements. Design the connection of the fall protection anchors to the building structure to resist the design loads required by OSHA without overstressing any part of the system components or the structure beyond allowable values.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine building structure and job conditions before commencement of work. Commencement of work will denote acceptance of building structure and job conditions.

3.2 INSTALLATION

A. Install fall protection equipment in accordance with the manufacturer’s design and installation instructions and conforming to OSHA requirements and this Section.

http://www.superanchor.com/

Building 413 Historic Rehabilitation and Code Compliance Issued For Construction

Solicitation No. 70FA5018R00000013 August 6, 2018

FALL PROTECTION ANCHORS 112433 - 4

1. All field welding shall be done by welders certified by the local jurisdiction having authority.

2. Attach anchors securely to building structural members in accordance with manufacturer’s design to achieve the full design load of the anchor.

3. Install anchorage and mounting devices required for the installation of each product.

B. Completed installation shall be completely watertight.

3.3 FIELD QUALITY CONTROL

A. Employ/assign quality control personnel to monitor the work of this Section for conformance to the requirements of this Section and to good construction practices. Contractor is solely responsible for managing and controlling the quality of the work and conformance with the requirements of this Section.

B. Tests: Engage an independent testing and inspection agency to perform field inspections and tests as required to ensure proper installation of each support unit and prepare test reports validating installation.

1. Coordinate inspection of field connections by independent testing company when connections are accessible and prior to cover.

2. Provide testing agency with access to the work to allow required inspections and testing.

3. Correct deficiencies or remove and replace any work that inspections and test reports indicate do not comply with specified requirements.

4. Testing agency shall confirm current qualifications of each field welder working on this project.

5. Testing agency shall inspect each anchor field weld for conformance with the manufacturer’s design requirement as well as conformance with AWS.

6. Non-conforming work will be reinspected and tested for compliance at Contractor’s expense.

C. Inspections: Verify that all work done under this section has been completed correctly and that all installed products function properly. Adjust items where necessary to ensure satisfactory operation. Field verify that the structure at each anchor connection location conforms to the size and layout shown on the Drawings.

END OF SECTION 112433

GENERAL NOTES

AC

AFF

AFG

AHU

AWG AMERICAN WIRE GAUGE

ABOVE FINISHED FLOOR

ALTERNATING CURRENT

ABOVE FINISHED GRADE

AIR HANDLING UNIT

AMPERESAMP

ACS ACCESS CONTROL SYSTEM

ADA

AHJ

AM AMPLITUDE MODULATION

AP ACCESS POINT

APC ANGLE PHYSICAL CONNECTOR

AV AUDIOVISUAL

A/E ARCHITECT/ENGINEER

AP ACCESS PROVIDER

AMERICAN WITH DISABILITIES ACT

AUTHORITY HAVING JURISDICTION

ACT ACOUSTICAL CEILING TILE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

BUILDINGBLDG

BAS BUILDING AUTOMATION SYSTEM

BCT

BER

BIM

BMS BUILDING MANAGEMENT SYSTEM

BMS

BTS

BC BONDING CONDUCTOR

BONDING CONDUCTOR FOR

TELECOMMUNICATIONS

BD BUILDING DISTRIBUTOR

BIT ERROR RATE

BALANCED MAGNETIC SWITCH

BASE TRANSCEIVER STATION

CAD

CAN

CAT

CATV

COMPUTER AIDED DESIGN

CAMPUS AREA NETWORK

CATEGORY

CBC COUPLED BONDING CONDUCTOR

CD CAMPUS DISTRIBUTOR

CD CONSTRUCTION DOCUMENT

CER COMMON EQUIPMENT ROOM

CMP COMMUNICATIONS PLENUM

CMR COMMUNICATIONS RISER

CONSOLIDATION POINT

CRAC

CTR

CP

CR COMPUTER ROOM

COMPUTER ROOM AIR CONDITIONER

COMMON TELECOMMUNICATIONS ROOM

CDMA CODE DIVISION MULTIPLE ACCESS

BUILDING INFORMATION MODELING

CELL CELLULAR

BICSI BUILDING INDUSTRY CONSULTING SERVICES

INTERNATIONAL

CCTV CLOSED CIRCUIT TELEVISION

COMMUNITY ANTENNA TELEVISION

COMSAT COMMUNICATIONS SATELLITE

CR CARD READER

DRAWINGDWG

EF

FAAP

FACP

FC

FT FOOT OR FEET

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR PANEL

EMT

DECIBELDB

DBM DECIBEL MILLIWATT

DAS DISTRIBUTED ANTENNA SYSTEM

DC DIRECT CURRENT

DD DESIGN DEVELOPMENT

DD DESIGN DOCUMENT

DS DISTRIBUTION SYSTEM

DVR DIGITAL VIDEO RECORDER

EBC EQUIPMENT BONDING CONDUCTOR

ENTRANCE FACILITY

EMI ELECTROMAGNETIC INTERFERENCE

EMR ECLECTROMAGNETIC RADIATION

ELECTRICAL METALLIC TUBING

EP ENTRANCE PROTECTOR

EPO EMERGENCY POWER OFF

ER EQUIPMENT ROOM

ESS ELECTRONIC SECURITY SYSTEM

FA FIRE ALARM

FIBER CONNECTOR

FCC FEDERAL COMMUNICATIONS COMMISSION

FD FLOOR DISTRIBUTOR

FM FREQUENCY MODULATION

FMC FLEXIBLE METAL CONDUIT

FMT FLEXIBLE METAL TUBING

FO FIBER OPTIC

FOV FIELD OF VIEW

DEMARC DEMARCATION POINT

FSO FREE SPACE OPTICS

DBI DECIBEL ISOTROPIC

DTF DISTANCE TO FAULT

FSL FREE SPACE LOSS

DOOR POSITION SENSORDPS

EOC EMERGENCY OPERATIONS CENTER

HH

HZ HERTZ

HANDHOLE

GB GIGABIT

GHZ GIGAHERTZ

IN INCH OR INCHES

GE GROUNDING EQUALIZER

GEC GROUNDING ELECTRODE CONDUCTOR

GPON

GUI

GIGABIT PASSIVE OPTICAL NETWORK

GRAPHICAL USER INTERFACE

HDA

HDTV

HC HORIZONTAL CROSS-CONNECT

HD HIGH DEFINITIION

HORIZONTAL DISTRIBUTION AREA

HVAC HEATING, VENTILATION, & AIR CONDITIONING

IC INTERMEDIATE CROSS-CONNECT

ID INSIDE DIAMETER

ID INTERMEDIATE DISTRIBUTOR

IDC INSULATION DISPLACEMENT CONNECTOR

IDF INTERMEDIATE DISTRIBUTION FRAME

IDS INTRUSION DETECTION SYSTEM

IG ISOLATED GROUND

ISP

ITE

ITS

IP INTERNET PROTOCOL

IR INFRARED

INSIDE PLANT

IT INFORMATION TECHNOLOGY

INFORMATION TECHNOLOGY EQUIPMENT

INFORMATION TECHNOLOGY SYSTEM

GND GROUND

GPS GLOBAL POSITIONING SYSTEM

HDMI HIGH DEFINITION MULTIMEDIA INTERFACE

HIGH DEFINITION TELEVISION

ID IDENTIFICATION/IDENTIFIER

HD HEAT DETECTOR

JB

KV

KVA KILOVOLT AMPERE

KILOVOLT

JUNCTION BOX

KW KILOWATT

MINIMUMMIN

NATIONAL ELECTRICAL CODENEC

NEMA

NOT TO SCALENTS

NATIONAL ELECTRICAL

MANUFACTURER'S ASSOCIATION

MH

MHZ MEGAHERTZ

KB KILOBIT

KHZ KILOHERTZ

KILOMETERKM

M METER

MA MILLIAMP

MB MEGABIT

MV MILLIVOLT

MW MILLIWATT

NM NANOMETER

KVM KEYBOARD, VIDEO, MOUSE

LCD

LED

LMR

LOS

LSZH

LC LATCHING CONNECTOR

LIQUID CRYSTAL DISPLAY

LIGHT EMITTING DIODE

LAND MOBILE RADIO

LINE OF SIGHT

LP LIGHTNING PROTECTOR

LOW SMOKE ZERO HALOGEN

MC MAIN CROSS-CONNECT

MD MAIN DISTRIBUTOR

MDA MAIN DISTRIBUTION AREA

MDP MAIN DISTRIBUTION PANEL

MDU MULTI-DWELLING UNIT

MAINTENANCE HOLE

MM MULTIMODE

MPO MULTI-FIBER PUSH ON

MTR MAIN TELECOMMUNICATIONS ROOM

MUTOA

NIC NETWORK INTERFACE CARD

NIC

MAXIMUMMAX

NID NETWORK INTERFACE DEVICE

NOT IN CONTRACT

MULTI-USER TELECOMMUNICATION

OUTLET ASSEMBLY

NESC NATIONAL ELECTRICAL SAFETY

CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

LIU LIGHT INTERFACE UNIT

NVR NETWORK VIDEO RECORDER

PVC POLYVINYL CHLORIDE

RM ROOM

PTP

RU RACK UNIT

OD OUTSIDE DIAMETER

OM

OS

OFCP OPTICAL FIBER CONDUCTIVE

PLENUM

OFCR OPTICAL FIBER CONDUCTIVE RISER

OFNP OPTICAL FIBER NONCONDUCTIVE

PLENUM

OFNR OPTICAL FIBER NONCONDUCTIVE RISER

OLT OPTICAL LINE TERMINAL

OPTICAL MULTIMODE

ONT OPTICAL NETWORK TERMINAL

OPTICAL SINGLEMODE

OSP OUTSIDE PLANT

OTDR OPTICAL TIME DOMAIN REFLECTOMETER

PA PUBLIC ADDRESS

PB PULL BOX

PBX PRIVATE BRANCH EXCHANGE

PCS PERSONAL COMMUNICATIONS SERVICE

PDU

PET

POE

PON

POTS

PPE

POWER DISTRIBUTION UNIT

PE POLYETHYLENE

PROTECTED ENTRANCE TERMINAL

PM PROJECT MANAGEMENT/MANAGER

POWER OVER ETHERNET

PASSIVE OPTICAL NETWORKING

PLAIN OLD TELEPHONE SERVICE

PERSONAL PROTECTIVE EQUIPMENT

PSI POUNDS PER SQUARE INCH

POINT-TO-POINT

PTZ PAN, TILT, ZOOM

QOS QUALITY OF SERVICE

RF RADIO FREQUENCY

RFI RADIO FREQUENCY INTERFERENCE

RFI

RFID

RFP

RFQ

RGB

REQUEST FOR INFORMATION

RADIO FREQUENCY IDENTIFICATION

REQUEST FOR PROPOSAL

REQUEST FOR QUOTATION

RED, GREEN, BLUE

RJ REGISTERED JACK

RMC

RPP

RIGID METAL CONDUIT

REMOTE POWER PANEL

RAF RAISED ACCESS FLOOR

RCDD REGISTERED COMMUNICATIONS

DISTRIBUTION DESIGNER

PDS PROTECTIVE DISTRIBUTION SYSTEM

RX RECEIVE

RSSI RECEIVED SIGNAL STRENGTH INDICATOR

PID PASSIVE INFRARED DETECTOR

RCP REFLECTED CEILING PLAN

SCTP

SFF

SMA

SOW

SCREENED TWISTED-PAIR

SD SCHEMATIC DESIGN

SMALL FORM FACTOR

SM SINGLEMODE

SUBMINIATURE A

SCOPE/STATEMENT OF WORK

SP SERVICE PROVIDER

ST STRAIGHT TERMINUS

STP SHIELDED TWISTED-PAIR

SC SUBSCRIBER CONNECTOR

SATCOM SATELLITE COMMUNICATIONS

SAN STORAGE AREA NETWORK

SCS STRUCTURED CABLING SYSTEM

SD SMOKE DETECTOR

SMS SECURITY MANAGEMENT SYSTEM

TYP

UON

V

W

VOLTS OR VOLTAGE

UNLESS OTHERWISE NOTED

TYPICAL

UHF

WATT

VA VOLT AMPS

VAC VOLTS ALTERNATING CURRENT

µM MICRON

@ AT

± PLUS OR

MINUS

TBB

TDR

TEBC

TGB

TMGB

TECHNOLOGY DISTRIBUTION ROOM

TE TELECOMMUNICATIONS ENCLOSURE

TO TELECOMMUNICATIONS OUTLET

TP TRANSITION POINT

TR TELECOMMUNICATIONS ROOM

ULTRAHIGH FREQUENCY

UPS UNINTERRUPTIBLE POWER SUPPLY

USB UNIVERSAL SERIAL BUS

UTP UNSHIELDED TWISTED PAIR

VDC VOLTS DIRECT CURRENT

VCSEL VERTICAL CAVITY SURFACE EMITTING LASER

VFL VISUAL FAULT LOCATOR

VHF VERY HIGH FREQUENCY

VLAN VIRTUAL LOCAL AREA NETWORK

VOIP VOICE OVER INTERNET PROTOCOL

WAN

WAP

WLAN WIRELESS LOCAL AREA NETWORK

WMTS

WAO WORK AREA OUTLET

WIDE AREA NETWORK

WIRELESS ACCESS POINT

WI-FI WIRELESS FIDELITY

WIRELESS MEDICAL TELEMETRY SERVICE

W/ WITH

ZDA ZONE DISTRIBUTION AREA

TELECOMMUNICATIONS BONDING BACKBONE

TELECOMMUNICATIONS EQUIPMENT

BONDING CONDUCTOR

TELECOMMUNICATIONS GROUNDING

BUSBAR

TELECOMMUNICATIONS MAIN GROUNDING

BUSBAR

TIA TELECOMMUNICATIONS INDUSTRY

ASSOCIATION

UFC UNIFIED FACILITIES CRITERIA

TX TRANSMIT

UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS

SYSTEM

WCDMA WIDEBAND CODE DIVISION MULTIPLE ACCESS

TS TAMPER SWITCH

VSS VIDEO SURVEILLANCE SYSTEM

WO/ WITHOUT

VWM VERTICAL WIRE MANAGER

HWM HORIZONTAL WIRE MANAGER

SE SOUTH EAST

SW SOUTH WEST

NORTH EASTNE

NW NORTH WEST

TDR TECHNOLOGY DISTRIBUTION ROOM

TELECOMMUNICATIONS SYMBOLS ABBREVIATIONS

WALL PHONE TELECOMMUNICATIONS OUTLET, CONSISTING OF (1) GREEN CATEGORY 6 PLENUM

RATED 4 PAIR UTP CABLE IN 4" SQUARE BY 2-1/8" DEEP BACK BOX, WITH SINGLE GANG REDUCER

RING AND FACEPLATE, EQUIPPED WITH MOUNTING LUGS. PROVIDE 1" EMT AND EXTEND UP TO

ACCESSIBLE CEILING SPACE. MOUNT BACK BOX AT 48" AFF. TERMINATE CABLE ON GREEN RJ-45

CATEGORY 6 JACK IN FACEPLATE AND ON RACK MOUNTED CATEGORY 6 PATCH PANEL IN

RESPECTIVE TELECOM ROOM.

COMMUNICATIONS OUTLET CONSISTING OF (4) GREEN CATEGORY 6 PLENUM RATED 4 PAIR UTP CABLES IN A 4" SQUARE 2-1/8" DEEP BACKBOX WITH A SINGLE GANG REDUCING RING AND 4 PORT FACEPLATE.

PROVIDE 1" EMT UP TO ACCESSIBLE CEILING SPACE . TERMINATE CABLES ON GREEN RJ-45 CATEGORY 6 JACKS IN FACEPLATE AND ON RACK MOUNTED CATEGORY 6 PATCH PANEL IN RESPECTIVE TELECOM

ROOM.

SECURE TELECOMMUNICATIONS OUTLET CONSISTING OF (2) GREEN CATEGORY 6 PLENUM RATED 4 PAIR UTP CABLES, (1) ORANGE OM-3 4 STRAND FIBER OPTIC CABLE, AND (1) YELLOW OM-3 4 STRAND FIBER OPTIC CABLE IN 4" SQUARE BY 2-1/8" DEEP BACK BOX, WITH SINGLE GANG REDUCER RING AND FACEPLATE. PROVIDE 1" EMT AND EXTEND UP TO ACCESSIBLE CEILING SPACE. MOUNT BACK BOX AT 18" AFF.TERMINATE GREEN CATEGORY UTP 6 CABLE WITH GREEN CATEGORY 6 RJ-45 JACK IN FACEPLATE AT WAO. TERMINATE OTHER END OF CATEGORY 6 UTP ON RACK MOUNTED CATEGORY 6 PATCH PANEL IN RESPECTIVE IT RACK.

TERMINATE ORANGE FIBER CABLE WITH ORANGE LC CONNECTORS IN FACEPLATE AT WAO. TERMINATE YELLOW FIBER CABLE WITH YELLOW LC CONNECTORS IN FACEPLATE AT WAO. TERMINATE OTHER END OF FIBER CABLES IN DEDICATED RACK MOUNTED FIBER SHELVES IN SECURE RACK LOCATED IN RESPECTIVE

COMMS ROOM.

TELECOMMUNICATIONS GROUNDING BUS BAR

CATV OUTLET MOUNTED IN WALL CONSISTING OF (1) WHITE RG-6 QUAD SHIELD PLENUM RATED COAXIAL CABLE IN 4" SQUARE BY 2-1/8" DEEP BACK BOX WITH SINGLE GANG REDUCER RING AND 3-PORT FACEPLATE AT WAO WITH 1" EMT EXTENDED UP TO CEILING SPACE. MOUNT BACK BOX AT 65" AFF. TERMINATE COAX CABLE WITH F-CONNECTORS ON BOTH ENDS. CONNECT RG-6 CABLE TO FEMALE BARREL ADAPTOR IN FACE PLATE AND ON CATV TAP LOCATED AT CLOSEST CONNECTION POINT TO BACKBONE CABLE.

GROUNDING

1. THE TELECOMMUNICATIONS CONTRACTOR SHALL BE RESPONSIBLE FOR

THE INSTALLATION, TERMINATION AND TESTING OF ALL HORIZONTAL

CATEGORY 6,FIBER AND COAXIAL CABLING AND TERMINATION HARDWARE,

INTERNAL, COPPER, COAXIAL AND FIBER OPTIC BACKBONE CABLING AND

TERMINATION HARDWARE, AND EQUIPMENT RACKS AND ASSOCIATED

CABLE MANAGEMENT DEVICES. THE TELECOMMUNICATIONS WORK SHALL

BE MANAGED BY A BICSI REGISTER COMMUNICATIONS DISTRIBUTION

DESIGNER (RCDD) AND PERFORMED UNDER THE DIRECT SUPERVISION OF A

BICSI CERTIFIED TECHNICIAN.

2. INSTALLATION OF ALL TELECOMMUNICATIONS WORK SHALL CONFORM TO

THE LATEST EDITION OF THE TIA COMMUNICATIONS CABLING STANDARDS,

NATIONAL ELECTRICAL CODE (NFPA 70), AND ALL APPLICABLE LOCAL

CODES.

3. DRAWINGS ARE DIAGRAMMATIC. ACTUAL LOCATION OF EQUIPMENT TO BE

DETERMINED IN THE FIELD. NEW EQUIPMENT SHALL FIT INTO AVAILABLE

SPACE. CONFLICTS WITH EQUIPMENT PLACEMENT SHALL BE SUBMITTED IN

THE FORM OF AN RFI FOR RESOLUTION.

4. PROVIDE UL LISTED FIRE RATED SLEEVING SYSTEMS AT EACH THROUGH

FLOOR AND FIRE RATED WALL PENETRATION PER NATIONAL ELECTRICAL

CODE (NEC) AND NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

REQUIREMENTS AND PER STATE AND LOCAL CODES. REFER TO

SPECIFICATIONS FOR FIRE STOPPING MATERIAL SPECS.

5. ANY CONDUIT ROUTING SHOWN ON PLANS IS SCHEMATIC AND IS NOT

INTENDED TO REPRESENT INSTALLED PATHS OR DISTANCES. ACTUAL

ROUTING OF CONDUITS AND JUNCTION / PULL BOX LOCATIONS SHALL BE

FIELD VERIFIED AND COORDINATED WITH ALL OTHER DISCIPLINES BY THE

CONTRACTOR. CONTRACTORS SHALL KEEP ALL COMMUNICATIONS

CONDUIT INSTALLATION AWAY FROM ALL MECHANICAL AND ELECTRICAL

SERVICES.

6. PROVIDE ELECTRICAL METALLIC TUBING (EMT) FOR ALL INDOOR

COMMUNICATIONS CONDUIT UON. MINIMUM CONDUIT SIZE TO BACK BOXES

FOR COMMUNICATIONS OUTLETS SHALL BE 1" UON.

7. PROVIDE BUSHINGS ON THE ENDS OF ALL COMMUNICATIONS CONDUITS

AND IN EACH ENCLOSURE/JUNCTION BOX. PROVIDE PULL STRINGS IN ALL

CONDUITS AND ATTACH EACH PULL STRING END TO A NON-MOVABLE

ANCHOR.

8. THE CONTRACTOR SHALL TEST AND CERTIFY EVERY INSTALLED

TELECOMMUNICATIONS CABLE IN ACCORDANCE WITH CURRENT TIA

STANDARDS AND THE MANUFACTURER'S REQUIREMENTS. PROVIDE SOFT

COPY OF THE TEST RESULTS TO THE OWNER FOR ALL COMMUNICATIONS

CABLES (HORIZONTAL AND BACKBONE).

9. PROVIDE TWO FACTORY ASSEMBLED PATCH CORDS FOR EVERY (4) FOUR

COMMUNICATIONS OUTLETS (ALL CONFIGURATIONS) INSTALLED.

COORDINATE COLOR AND LENGTH OF PATCH CORDS WITH OWNER. OWNER

WILL ACTIVATE NEW COMMUNICATIONS CABLING. PATCH CORDS SHALL BE

FROM SAME MANUFACTURER AS BACKBONE OR HORIZONTAL CABLING

THEY ARE USED TO CONNECT.

10. LABEL ALL COMMUNICATIONS CABLING AND HARDWARE PER CURRENT TIA

STANDARDS.

11. PENETRATIONS OF PERIMETER WALL OF THE SECURE AREAS BY

COMMUNICATION INFRASTRUCTURE MUST BE KEPT TO A MINIMUM.

12. METALLIC PENETRATIONS IN THE SECURE BOUNDARY REQUIRE

COUNTERMEASURES. USE APPROVED DIELECTRIC BREAKS AND OR

GROUNDING AS REQUIRED.

13. COMMUNICATIONS INFRASTRUCTURE SERVICING AREAS OTHER THAN THE

SECURE AREA CANNOT TRANSIT THE SECURE AREA UNLESS MITIGATED

WITH GOVERNMENT AHJ APPROVAL.

14. COMMUNICATIONS INFRASTRUCTURE AND CABLING MUST ENTER THE

SECURE AREA AT A SINGLE POINT.

15. ALL COMMUNICATIONS CABLING AND DEVICES LOCATE ON THE INTERIOR

OF A PERIMETER WALL TREATED FOR ACOUSTICS OR RF SHIELDING SHALL

BE SURFACE MOUNTED, CONTAINED IN A RACEWAY, OR AN ADDITIONAL

WALL SHALL BE CONSTRUCTED USING FURRING STRIPS AS A STAND-OFF

FROM THE EXISTING WALL ASSEMBLY.

TV

S

W

BUILDING COMMUNICATIONS OUTLET CONSISTING OF (1) GREEN CATEGORY 6 PLENUM RATED 4 PAIR UTP CABLE TERMINATED AT THE ELEVATOR CONTROL DEVICE PANEL. PROVIDE 1" EMT UP TO ACCESSIBLE CEILING SPACE. TERMINATE CABLE ON GREEN RJ-45 CATEGORY 6 JACK IN SURFACE MOUNTED BISCUIT TYPE BOX. COORDINATE SPECIFIC MOUNTING REQUIREMENTS WITH ELEVATOR CONTRACTOR. TERMINATE OTHER END OF CABLE ON RACK MOUNTED CATEGORY 6 PATCH PANEL IN RESPECTIVE TELECOM ROOM.

B

1"DX18"W LADDER TRAY IN TELECOMMUNICATIONS ROOMS.

4" EMT TELECOMMUNICATIONS CONDUIT WITH HILTI FS-1

MECHANICAL FIRESTOP ASSEMBLY UNITS AT BOTH ENDS.

3/4" FIRE RATED PLYWOOD PAINTED WITH BENJAMIN MOORE

M59-220 INTUMESCENT PAINT. TYPICAL

F FLOOR MOUNTED COMMUNICATIONS OUTLET IN FLOOR BOX. PROVIDE (4) GREEN CATEGORY 6 PLENUM RATED 4 PAIR UTP CABLES AND TERMINATE UTP CABLES ON GREEN RJ-45 CATEGORY 6 JACKS IN FACEPLATE AND ON RACK MOUNTED CATEGORY 6 PATCH PANEL IN RESPECTIVE TELECOM ROOM. PROVIDE (1) ADDITIONAL GRAY CATEGORY 6

RJ-45 JACK IN FACEPLATE FOR PC EXTENDER CONNECTION TO TV.

CATV OUTLET MOUNTED IN WALL CONSISTING OF (1) WHITE RG-6 QUAD SHIELD PLENUM RATED COAXIAL CABLE AND (1) GRAY CATEGORY 6 UTP 4 PAIR UTP CABLE FOR PC EXTENDER IN 4" SQUARE BY 2-1/8" DEEP BACK BOX WITH SINGLE GANG REDUCER RING AND 6-PORT FACEPLATE AT WAO. PROVIDE 1" EMT EXTENDED UP TO CEILING SPACE AND 1" EMT DOWN TO FLOOR BOX OR ACCESSIBLE SPACE BELOW FLOOR. MOUNT BACK BOX AT 65" AFF. TERMINATE COAX CABLE WITH F-CONNECTORS ON BOTH ENDS.

CONNECT RG-6 CABLE TO FEMALE BARREL ADAPTOR IN FACE PLATE AND ON CATV TAP LOCATED AT CLOSEST CONNECTION POINT TO BACKBONE CABLE. TERMINATE GRAY UTP CABLE ON CATEGORY 6 RJ-45 IN FACEPLATE AND EXTEND TO AND TERMINATE OTHER END AT DESIGNATED COMMUNICATIONS OUTLET

LOCATED IN SAME ROOM.

TD

COMMUNICATIONS OUTLET CONSISTING OF (4) GREEN CATEGORY 6 PLENUM RATED 4 PAIR UTP CABLES IN A 4" SQUARE 2-1/8" DEEP BACKBOX WITH A SINGLE GANG REDUCING RING AND SINGLE GANG FACEPLATE. PROVIDE 1" EMT UP TO ACCESSIBLE CEILING SPACE . TERMINATE CABLES ON GREEN RJ-45 CATEGORY 6 JACKS IN FACEPLATE AND ON RACK MOUNTED CATEGORY 6 PATCH PANEL IN RESPECTIVE TELECOM ROOM. PROVIDE (1) ADDITIONAL GRAY CATEGORY 6 RJ-45 JACK IN FACEPLATE FOR PC

EXTENDER CONNECTION TO TV.

D

4 11/16" SQUARE 3-1/4" DEEP BACKBOX WITH BLANK COVER PLATE. COORDINATE SPECIFIC MOUNTING HEIGHT WITH MWITS AV. PROVIDE 1-1/2" EMT UP TO ACCESSIBLE CEILING SPACE OR SURFACE

MOUNTED RACEWAY.

C

SURFACE MOUNTED COMMUNICATIONS PEDESTAL OUTLET. PROVIDE (2) GREEN CATEGORY 6 PLENUM RATED 4 PAIR UTP CABLES, (1) ORANGE OM-3 4 STRAND FIBER OPTIC CABLE, AND (1) YELLOW OM-3 4 STRAND FIBER OPTIC CABLE. TERMINATE CATEGORY 6 CABLES ON GREEN RJ-45 JACK IN DEVICE FACEPLATE AND ON RACK MOUNTED CATEGORY 6 PATCH PANEL IN RESPECTIVE TELECOM ROOM. TERMINATE ORANGE FIBER CABLE WITH ORANGE LC CONNECTORS IN FACEPLATE. TERMINATE YELLOW FIBER CABLE WITH YELLOW LC CONNECTORS IN FACEPLATE.

TERMINATE OTHER END OF FIBER CABLES IN DEDICATED RACK MOUNTED FIBER SHELVES IN SECURE RACK LOCATED IN RESPECTIVE COMMS ROOM. PROVIDE (1) ADDITIONAL GRAY CATEGORY 6 RJ-45 JACK IN FACEPLATE

FOR PC EXTENDER CONNECTION TO TV.

S

4" PVC CONDUIT PENETRATION INTO REAR OF NEMA RATED

JUNCTION.

CEILING MOUNTED COMMUNICATIONS OUTLET FOR WAP. PROVID (1) GREEN CATEGORY 6 PLENUM RATED 4 PAIR UTP CABLE IN A 2 1/8" DEEP BACK BOX MOUNTED FLUSH IN CEILING . PROVIDE 1" EMT CONDUIT TO PATHWAY LEADING BACK TO TELECOMMUNICATIONS ROOM B003. TERMINATE 4 PAIR CABLE WITH CATEGORY 6, RJ45 PLUG IN CEILING, AND ON RACK MOUNTED CATEGORY 6 PATCH PANEL

IN TELECOM ROOM 205.

M CEILING MOUNTED MICROPHONE FOR VDV INTEGRATED COMMUNICATIONS. PROVIDE A 4 11/16" SQUARE, 2 1/8" DEEP BACK BOX WITH A SINGLE GANG REDUCING MUD RING, MOUNTED FLUSH IN CEILING . PROVIDE 1" EMT CONDUIT WITHIN CEILING FURRED OUT SPACE BELOW TS PARTITION TO CONFERENCE ROOM TR

WITHIN THE SAME SPACE.

VDV VOICE DATA VIDEO

S CEILING MOUNTED SPEAKER FOR VDV INTEGRATED COMMUNICATIONS. PROVIDE A 4 11/16" SQUARE, 2 1/8" DEEP BACK BOX WITH A SINGLE GANG REDUCING MUD RING, MOUNTED FLUSH IN CEILING . PROVIDE 1" EMT CONDUIT WITHIN CEILING FURRED OUT SPACE BELOW TS PARTITION TO CONFERENCE ROOM TR

WITHIN THE SAME SPACE.

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

DRAWING NO.

SCALE:

DATE:

DES: DRAWN: CHECK:

SHEET OF 160

SIGNATURE

GRAPHIC SCALES

KEY PLAN

NOT TO SCALE

1 3 4 5 62

A

B

C

D

E

1 3 4 5 62

SOLICITATION NO: 70FA5018R00000013

UNCLASSIFIED // FOR OFFICIAL USE ONLY

UNCLASSIFIED // FOR OFFICIAL USE ONLY8/

6/

:1

7:

P M

T1-001

DA KF RL

05/23/2018

MT. WEATHER

EMERGENCY

OPERATIONS CENTER

(MWEOC)

BUILDING 413

HISTORIC

REHABILITATION AND

CODE COMPLIANCE

LEGEND, ABBREVIATIONS AND

GENERAL NOTES

19844 BLUERIDGE

MOUNTAIN ROAD,

MT WEATHER, VA 20135

REVISIONS

1 ADDENDUM 2 07/27/2018

2 ADDENDUM 3 08/07/2018

UP

UPDN

C

B

A

C

A

873 4 65

B

OFFICE

JC

CORRIDOR

1C-3

OFFICE

OFFICE

ELEC

CORRIDOR

1C-3

TS CONFERENCE

ROOM

CORRIDOR

1C-2

OFFICE

OFFICE

OFFICE

109CORRIDOR

110A

STAIR

S1

VESTIBULE

ELEVATOR

EL-1

STAIR

S2

M

M

S

S S

S

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

DRAWING NO.

SCALE:

DATE:

DES: DRAWN: CHECK:

SHEET OF 160

SIGNATURE

GRAPHIC SCALES

KEY PLAN

1 3 4 5 62

A

B

C

D

E

1 3 4 5 62

SOLICITATION NO: 70FA5018R00000013

UNCLASSIFIED // FOR OFFICIAL USE ONLY

UNCLASSIFIED // FOR OFFICIAL USE ONLY

1/4" = 1'-0"

8/ 6/

:1

7:

P M

T1-201

DA KF RL

05/23/2018

MT. WEATHER

EMERGENCY

OPERATIONS CENTER

(MWEOC)

BUILDING 413

HISTORIC

REHABILITATION AND

CODE COMPLIANCE

TELECOMMUNICATIONS REFLECTED

CEILING PLAN - FIRST FLOOR

19844 BLUERIDGE

MOUNTAIN ROAD,

MT WEATHER, VA 20135

GENERAL SHEET NOTES

1. FOR LEGEND, AND ABBREVIATIONS SEE SHEET T1-001

SHEET KEYNOTES

4" CONDUIT BETWEEN BASEMENT COMMS ROOM 205.1

4" CONDUIT BETWEEN 1ST FLOOR AND COMMS ROOM 205.2

4" PVC CONDUIT PENETRATION INTO SECURE AREA

MOUNTED TO REAR OF JUNCTION BOX.

NEMA 1 JUNCTION BOX 1' X 1' X 8" WITH LID.3

0 8'4'2'

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

REVISIONS

1 ADDENDUM 2 07/27/2018

2 ADDENDUM 3 08/07/2018

5 CEILING MOUNTED COMMUNICATIONS OUTLET FOR WAP.

6 CEILING MOUNTED BACKBOX FOR VDV INTEGRATION.2

UP

DN

UP

DN

8x8

6x8

6x6

6x6

ACU-2

C

2 4 5 71 8

B

A

E

F

3 6

SG-1

SG-1

SG-1

SG-1

SG-1

SG-1

8x8

6ø

4ø

4ø

4ø

6x8

10x10

12x10

6x6

FCU-215B

FCU-215AFCU-214BFCU-214A

FCU-213

FCU-211

FCU-210

FCU-209

FCU-201

FCU-208

FCU-207

FCU-206

FCU-204

3/4" HWS/R

3/4" CHWS/R

1" HWS/R

1" CHWS/R

1" CHWS/R

1" HWS/R

1-1/2" CHWS/R 1" HWS/R

1" CHWS/R

3/4" HWS/R

3/4" HWS/R

1" CHWS/R

1" HWS/R

1-1/4" CHWS/R3/4" HWS/R

3/4" CHWS/R 1" CHWS/R

3/4" HWS/R

3/4" CHWS/R

3/4" HWS/R

COMM

CORRIDOR

2C-2

CORR

OFFICE

OPEN OFFICE

WC

WC

FRONT HALL

OFFICE

CONFERENCE ROOM

ELEVATOR

EL-1

TS HOT

TS OFFICE

OFFICE

PANTRY

OFFICE

STORAGE

214A

ELEC

CORRIDOR

2C-3

OPEN OFFICE

F/S

SG-2

SG-2

SG-2

SG-2

SG-2

3/4" CHWS/R AND

3/4" HWS/HWR

RUNNING BELOW IN

ENCLOSURE TO

FCU-210

3/4" CHWS/R AND

3/4" HWS/HWR

RUNNING BELOW IN

ENCLOSURE TO

FCU-211

SD-1

EG-1

EG-1

T FCU-208

T FCU-207

T FCU-206

T

FCU-215A/FCU-215B

T

FCU-214A/FCU-214B

T FCU-213

T

FCU-209

T

FCU-210

T

FCU-211

T

FCU-204

T

FCU-201

T ACU-2

6x6

6x6

FD

EG-1

EG-1

EG-1

EG-1

8x8 10 x1

8x

6x6 6x6 6x

RS/RL RACKED

ON WALL

TG-1

TG-1

TG-1

TG-1

EG-2

SG-1

2" CHWS/R

1-1/4" HWS/R

AD

AD

SG-2

DN UP DN DN DNUP UP

UP DN UP DN RS/RL DN

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

DRAWING NO.

SCALE:

DATE:

DES: DRAWN: CHECK:

SHEET OF 160

SIGNATURE

GRAPHIC SCALES

KEY PLAN

1 3 4 5 62

A

B

C

D

E

1 3 4 5 62

SOLICITATION NO: 70FA5018R00000013

UNCLASSIFIED // FOR OFFICIAL USE ONLY

UNCLASSIFIED // FOR OFFICIAL USE ONLY

1/4" = 1'-0"

8/ 7/

:2

2:

A M

M1-103

TJM KJS CAH

05/23/2018

MT. WEATHER

EMERGENCY

OPERATIONS CENTER

(MWEOC)

BUILDING 413

HISTORIC

REHABILITATION AND

CODE COMPLIANCE

SECOND FLOOR PLAN

19844 BLUERIDGE

MOUNTAIN ROAD,

MT WEATHER, VA 20135

0 8'4'2'

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

GENERAL SHEET NOTES

1. REFER TO SHEET M1-001 FOR LEGEND, ABBREVIATIONS,

AND NOTES.

2. ALL SUPPLY DUCTWORK PENETRATING THE CHASE

REQUIRES A COMBINATION FIRE/SMOKE DAMPER.

3. ALL RETURN AIR DUCTWORK PENETRATING THE CHASE

REQUIRES A FIRE DAMPER.

4. ALL PIPING TO BE HELD TIGHT TO STRUCTURE, DO NOT

HANG BELONG WINDOW HEADS.

SHEET KEYNOTES

2" CHWS/R AND 1-1/4" HWS/R UP,

2-1/2" CHWS/R AND 2" HWS/R DN.

3/4" CHWS/R AND 3/4" HWS/R UP TO FCU-301.

3/4" CHWS/R AND 3/4" HWS/R UP TO FCU-305.

3/4" CHWS/R AND 3/4" HWS/R UP TO FCU-306.

3/4" CHWS/R AND 3/4" HWS/R UP TO FCU-307.

3/4" CHWS/R AND 3/4" HWS/R UP TO FCU-311A.

3/4" CHWS/R AND 3/4" HWS/R UP TO FCU-311B.

3/4" CHWS/R AND 3/4" HWS/R UP TO FCU-312.

3/4" CHWS/R AND 3/4" HWS/R UP TO FCU-313.

REFER TO DETAIL 5/M1-602 FOR PIPING SCIF PENETRATION

REQUIREMENTS.

RUN PIPING DOWN BELOW FAN COIL UNITS.

SIZE AND ROUTE REFRIGERANT PIPING IN ACCORDANCE

WITH MANUFACTURER'S RECOMMENDATIONS.

FLEX JOINT.

REFER TO DETAIL 12/M1-602 FOR DUCTWORK SCIF

PENETRATION REQUIREMENTS.

CHWS/R AND HWS/R WITHIN ENCLOSURE, FCU FED FROM

BELOW. REFER TO M1-102 FOR CONTINUATION.

8 9

13 13

11 11 11 11

REVISIONS

1 ADDENDUM 3 08/07/2018

EDGE OF SLAB, SEE

TYPICAL COMPOSITE

STEEL DECK AT SLAB EDGE

1/2" THICK BENT PLATE OR

ANGLE, VERTICAL LEG 5"

MINIMUM (TYPICAL)

1/2" THICK PLATE

L3x3x5/16 DECK

SUPPORT, SEE NOTE

4 OR SEE ALTERNATE

SP

AN

5/16

1/4

5/16

(TYP)

2" MAX

DETAIL AT CORNER COLUMN

DETAIL AT EDGE COLUMN

EDGE OF SLAB, SEE TYPICAL COMPOSITE

STEEL DECK AT SLAB EDGE

L3x3x5/16 DECK

SUPPORT, SEE NOTE

4 OR SEE ALTERNATE

5/16 5

1/4

SP

AN

1/2" THICK BENT PLATE

OR ANGLE, VERTICAL LEG

5" MINIMUM (TYPICAL)

DETAIL AT EDGE COLUMN

EDGE OF SLAB, SEE TYPICAL

COMPOSITE STEEL DECK AT SLAB EDGE

L3x3x5/16 DECK

SUPPORT, SEE NOTE

4 OR SEE ALTERNATE

1/4

TYPICAL

1/4

SP

AN

1/2" THICK BENT PLATE

OR ANGLE, VERTICAL LEG

5" MINIMUM (TYPICAL)

5/16 6 5/16 6

DETAIL AT INTERIOR COLUMNS

L3x3x5/16 DECK

SUPPORT, SEE NOTE

4 OR SEE ALTERNATE

1/4

EACH END

(TYPICAL)

SP

AN

ALTERNATE DECK SUPPORT

L3x3x5/16 DIAGONAL ANGLES LEG

DOWN AS ALTERNATE TO DECK

SUPPORT COORDINATE WITH OTHER

TRADE CONTRACTORS SEE NOTE 4.

TYPICAL DECK SUPPORT AT COLUMN

NOTES:

1. SEE ADDITIONAL DETAILS AT EXTERIOR WALL SUPPORTS.

2. ATTACH DECK (ENDS AND SIDE LAPS) TO SUPPORT ANGLES OR PLATES TYPICAL.

3. SEE TYPICAL SLAB REINFORCEMENT AT COLUMN DETAILS.

4. CONTRACTOR SHALL COORDINATE AND PROVIDE ANGLES AS REQUIRED FOR SUPPORT OF DECK NOTED AROUND COLUMN TYPICAL AT ALL FLOORS AT COLUMNS SIZED SHOWN ARE MINIMUM CONTRACTOR TO VERIFY FOR ACTUAL CONDITIONS.

NO SCALE

TYPICAL SLAB REINFORCEMENT

AT INTERIOR COLUMN

NOTE:

1. SEE TYPICAL DECK SUPPORT AT COLUMN DETAIL.

NO SCALE

(TY

PICAL)

2" (

CLE

AR)

1 - #4x4'-0" TOP BAR, TYPICAL AT EACH COLUMN

C COLUMNL

C COLUMNL

TYPICAL SLAB REINFORCEMENT AT EXTERIOR

COLUMN FURTHER THAN 2" FROM EDGE

NOTE:

1. SEE TYPICAL DECK SUPPORT AT COLUMN DETAIL.

NO SCALE

1 - #4x4'-0" TOP

BAR (TYPICAL)

C COLUMNL

C COLUMNL

(TY

PICAL)

2" (

CLE

AR)

2" M

IN

IM

UM

2' - 0"

4' - 0"

EQ

EQ

(TYPICAL)

2" (MAX)

1 - #4 TOP BAR

(TYPICAL)

SEE TYPICAL COMPOSITE

STEEL DECK AT SLAB EDGE

TYPICAL SLAB REINFORCEMENT AT

EXTERIOR COLUMN UNDER 2" FROM EDGE

NOTE:

1. SEE TYPICAL DECK SUPPORT AT COLUMN DETAIL.

NO SCALE

C COLUMNL

C COLUMNL

(TY

PICAL)

2" (

CLE

AR)

2" M

AX

IM

UM

1 - #4 TOP BAR

(TYPICAL)

2' - 0"

4' - 0"

SEE TYPICAL COMPOSITE

STEEL DECK AT SLAB EDGE

1" 4'

- 0

ROUND OFF CONCRETE

AT TOP OF BOLLARD.

6" STANDARD PIPE. HOT-DIP

GALVANIZED. FILL WITH CONCRETE.

EXTERIOR PAVING.

SEE CIVIL DRAWINGS.

6"

TYP

6" CONCRETE

3'- 0"

SAFETY YELLOW BOLLARD COVER

TYPICAL EXTERIOR BOLLARD

NO SCALE

TYPICAL EXTERIOR LIGHT/CAMERA

POLE MOUNT DETAIL

NO SCALE

HANDHOLE AND COVER

ANCHOR BASE AND COVER ACCORDING

TO MANUFACTURER'S REQUIREMENTS

FINISHED

GRADE

GROUND

CONNECTION

6#6 VERTICAL

(EQUALLY SPACED)

ANCHOR BOLTS PER

MANUFACTURER'S

RECOMMENDATIONS

(4 REQUIRED)

#4@10 TIES

2#4 WITHIN TOP 5" OF

PIER

2'-0" AUGURED HOLE

3"

2'- 0"

6'- 6"

CMU WALL

NO SCALE

TYPICAL STEEL LINTEL

PACK SOLID

WITH MASONRY

BRICK

MASONRY

WALL

NOTES:

1. PROVIDE 3 GALVANIZED STEEL L5x3 1/2x5/16 LINTELS IN MASONRY

OPENINGS UP TO 5'-0" CLEAR.

2. PROVIDE A MINIMUM OF 8" BEARING FOR LINTELS AT EACH END.

NO SCALE

TYPICAL SISTERED JOIST

EXISTING

WOOD JOIST

3x12 WOOD JOIST

20D NAILS AT 2’-0”, TOP AND

BOTTOM, STAGGERED ON

OPPOSITE SIDES

3x12 WOOD

JOIST

EXISTING

WOOD JOIST

SECTIONPLAN

(T

YP

IC

AL

1'

- 0

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

DRAWING NO.

SCALE:

DATE:

DES: DRAWN: CHECK:

SHEET OF 160

SIGNATURE

GRAPHIC SCALES

KEY PLAN

NOT TO SCALE

1 3 4 5 62

A

B

C

D

E

1 3 4 5 62

SOLICITATION NO: 70FA5018R00000013

UNCLASSIFIED // FOR OFFICIAL USE ONLY

UNCLASSIFIED // FOR OFFICIAL USE ONLY08

/0

8/

6:

:1

S1-005

RJN MKS WC

05/23/2018

MT. WEATHER

EMERGENCY

OPERATIONS CENTER

(MWEOC)

BUILDING 413

HISTORIC

REHABILITATION AND

CODE COMPLIANCE

STRUCTURAL TYPICAL DETAILS

19844 BLUERIDGE

MOUNTAIN ROAD,

MT WEATHER, VA 20135

REVISIONS

1 ADDENDUM

C

A

873 4 65

B

HSS6X6X1/2

HS

S1 0X

6X 1/2

W

X3

HSS6X6X1/2 W14X193 HSS6X6X1/2

HS

S1

0X 6X

1/2

HSS6X6X1/2

W

X3

W

X3

W

X3

W

X3

W

X3

W14X193

C12X20.7

C12X20.7C12X20.7C12X20.7C12X20.7

C12X20.7 C12X20.7 C12X20.7

HSS6X6X1/2 HSS6X6X1/2

W16X31

10' - 6" 7' - 3" 12' - 6" 25' - 0" 12' - 6" 7' - 3" 10' - 6"

1'

- 8

1/ 2"

6" 7'

- 6

4'

- 4

3/ 4"

3"

W12X40 W12X40

W12X40W12X40

C12X20.7

EXISTING BRICK

MASONRY CHIMNEY

EXISTING STONE MASONRY

WALL (TYPICAL)

SPAN

W

X3

12' - 6" 12' - 6"

3" EXPANSION JOINT

OP

EN

EDGE OF

DECK

C12X20.7

W

X3

BRACE

BR

AC

E

BR

AC

E

BRACE

5'

- 9

1'

- 9

C12X20.7C12X20.7

5'

- 9

1'

- 9

G S1-504

H S1-504

J S1-504

(T

YP

O F

7)

W16 (EXIST)

W16 (EXIST)

W16 (EXIST)

W16 (EXIST) W16 (EXIST)

4" 5'

- 4

S1-502

W16 (EXIST)

D S1-503

J S1-503

B S1-503

H S1-503

H S1-504

H S1-504

H S1-504

3x12@16"

3x12@16"

4 1 /2"

3 1/2"

8 1/2" 8 1/2"

3 1/2"

4 1 /2"

EXIST 3x12@16"± (TYPICAL)

C S1-505

W14X30 (TYPICAL)

W

X3

W14X30 W14X30

W

X3

W

X3

W

X3

C S1-5054" ±

1' - 5"

4" ±

1' - 5"

P S1-503

V10 V1

V1

V10

V5

V1

V1

V10

V1

V5 M1

V5 M1

V5 V5

V5 V5

V5 V5 V5 V5 V5 V5

V2

M3

V1

M3

V3

M4

V3

M4

V10

V1

V1

V10

V5

V1

V1

V10

V1

V5

V2

M3

V2

M3

V3

M4

V3

M4

V3

M4

V3

M4

V2

M2

V2

M2

V2

M2

V2

M2

V2

M2

V2

M2

V5 V5 V5V5 V5V5 V5 V5 V5

V10

V5V5V1

V10

V5 V5

V1

V2

M2

V2

M2

V2

M2

V2

M2

V5

S1-103

OPP HAND

S1-103

1S1-503

V5V5 V5

V5 M1

V5 M1

V5 M1

V5 M1

V5 V5

V5

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

DRAWING NO.

SCALE:

DATE:

DES: DRAWN: CHECK:

SHEET OF 160

SIGNATURE

GRAPHIC SCALES

KEY PLAN

1 3 4 5 62

A

B

C

D

E

1 3 4 5 62

SOLICITATION NO: 70FA5018R00000013

UNCLASSIFIED // FOR OFFICIAL USE ONLY

UNCLASSIFIED // FOR OFFICIAL USE ONLY

1/4" = 1'-0"

/0

8/

6:

:1

S1-104

RJN CJS JFG

05/23/2018

MT. WEATHER

EMERGENCY

OPERATIONS CENTER

(MWEOC)

BUILDING 413

HISTORIC

REHABILITATION AND

CODE COMPLIANCE

STRUCTURAL THIRD FLOOR PLAN

19844 BLUERIDGE

MOUNTAIN ROAD,

MT WEATHER, VA 20135

SCALE: 1/4" = 1'-0"S1-104

1 THIRD FLOOR PLAN

GENERAL SHEET NOTES

1. SEE S1-001 FOR GENERAL NOTES.

2. SEE S1-002 THROUGH S1-005 FOR TYPICAL DETAILS.

3. ADDITION FLOOR CONSTRUCTION TO BE OF A COMPOSITE TYPE,

CONSISTING OF 3”X18 GAUGE METAL FLOOR DECK, WITH 2"

NORMAL WEIGHT CONCRETE COVER (5" TOTAL FLOOR

THICKNESS), REINFORCED WITH 6"X6"-W1.4xW1.4 WELDED WIRE

FABRIC. ATTACH STEEL DECK WITH 36/4 PATTERN WITH 5/8"

PUDDLE WELDS. STEEL DECK SIDE LAP CONNECTION SHALL BE

5/8” PUDDLE WELDS AT 12" SPACING.

4. ADDITION THIRD FLOOR TOP OF STEEL ELEVATION = 22.59’

UNLESS OTHERWISE NOTED.

5. PROVIDE 3/4" DIAMETER X 4 1/2" LONG HEADED STUDS AT 12"

SPACING ALONG THE BEAM LENGTH FOR ALL COMPOSITE

FLOOR FRAMING.

6. REFER TO FRAMING ELEVATIONS ON STRUCTURAL 200 SERIES

FOR FRAMING ELEVATIONS AND DIAGONAL BRACING ALONG

COLUMN GRID LINES.

7. VERIFY EXISTING DIMENSIONS AND SIZES PRIOR TO WORK.

8. NEW WOOD JOISTS ARE SHOWN IN A GENERAL ARRANGEMENT.

JOISTS MUST BE LOCATED SO THAT THERE ARE NO

UNSUPPORTED EDGES OF FLOORING AND AROUND ALL PIPING

RUNNING BETWEEN FLOORS.

LEGEND

INDICATES THE DIRECTION OF METAL DECK SPAN.SPAN

INDICATES MOMENT CONNECTION

0 8'4'2'

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

SHEET KEYNOTES

PROVIDE FULL LENGTH SISTERED JOIST PER TYPICAL DETAIL

UNDERNEATH RELOCATED STAIR CORNER POST.

TOOTH IN CMU BLOCK FROM ELEVATOR SHAFT TO MASONRY

CHIMNEY EVERY 6TH COURSE. REBUILD CHIMNEY AROUND

CMU BLOCK AND MORTAR PER UNIT MASONRY

SPECIFICATION.

PROVIDE FULL LENGTH SISTERED JOIST PER TYPICAL DETAIL.

REFER TO TYPICAL WOOD JOIST REPAIR AT STONE WALL

DETAIL FOR CONNECTION OF SISTERED JOIST TO EXISTING

STONE WALL. REFER TO SECTION H ON S1-503 FOR

CONNECTION OF SISTERED JOIST TO EXISTING W16. PROVIDE

JOIST HANGER AT ENDS OF HEADER.

CONNECTION DESIGN FORCE LEGEND

FACTORED FORCES FOR CONNECTION DESIGN ARE SHOWN ON THE

PLAN AND ELEVATIONS ARE AS FOLLOWS:

A INDICATES FACTORED AXIAL LOAD TRANSFERRED THROUGH

CONNECTION IN KIPS.

M INDICATES FACTORED END MOMENT IN KIP-FEET.

V INDICATES FACTORED END SHEAR IN KIPS.

IN SOME CASES, V < 5KIPS. TYPICAL DETAILS WILL CONTROL MINIMUM

CONNECTION.

REFER TO TYPICAL DETAILS FOR CONNECTIONS; IN NO CASE SHALL

THE CONNECTION DESIGN BE LESS THAN THE REQUIREMENTS OF THE

TYPICAL DETAILS.

COMBINE SHEAR FORCES ON THE PLANS AND ELEVATIONS WITH

ADDITIONAL CONNECTION AXIAL FORCES IN KIPS NOTED ON FRAMING

PLANS AND ELEVATIONS.

SEE PLANS FOR LOAD RESISTANCE FACTORED DESIGN MOMENTS IN

FT-KIPS.

REVISIONS

1 ADDENDUM

F S1-503

E S1-503

SPAN

EXISTING CHIMNEY

EXISTING WALL

W8X15

HSS3x3 POST UP

[ 42.33' ]

TOW EL 37.67'

TOS EL 37.33'

HOIST BEAM

PROVIDED BY

ELEVATOR

MANUFACTURER

C

A

874 5

B

W

X3

W

X4

W

X4

W10X30

C12X20.7

W10X30

W

X4

C12X20.7C12X20.7

W

X4

W

X3

W10X30

W10X30

W12X26 W12X26 W12X26

10' - 6" 19' - 9" 25' - 0" 19' - 9" 10' - 6"

6" 7'

- 6

EXISTING STONE

MASONRY WALL

(TYPICAL)

SP

AN

SP

AN

SP

AN

W16X31

W10X49

W12X26

W10X30

W10X30

W10X30

W10X30

W12X26W12X26

W16X31

C12X20.7C12X20.7C12X20.7

W

X3

W

X3

W

X3

W

X3

1'

- 8

" 4" 4"

7"

4 1 /2"

EDGE OF DECK

3 1/2"

(TOS EL 34.53' )

W12X26W12X26

(TOS EL 34.61' )

BRACE

BR

AC

E

BR

AC

E

BRACE

EDGE OF DECK

K S1-504

L S1-504

M S1-504

A S1-505

B S1-505

L S1-504

M S1-504

4 1 /2"

3 1/2"

(TOS EL 34.53' ) (TOS EL 34.53' )

4 1 /2"

4'

- 3

1/ 4"

4 1 /2"

EDGE OF DECK

W16 (EXIST)

W16 (EXIST)

W16 (EXIST)

W16 (EXIST) W16 (EXIST)

4"

4'

- 8

4"

W12X26

(TOS EL 33.68' )(TOS EL 33.68' ) (TOS EL 33.68' )

EXISTING BRICK

MASONRY CHIMNEY

1'

- 8

(TOS EL 34.61' ) (TOS EL 34.61' )

(TOS EL 34.11' ) (TOS EL 34.11' ) (TOS EL 34.11' )

(TOS EL 33.63' ) (TOS EL 33.63' ) (TOS EL 33.63' )

TOS EL 31.67'STAIR TOWER

TOS EL 31.67'

STAIR TOWER

K S1-503

3x12@16"

3X12@16"

EXIST 3x12@16" O.C. (TYP, UON)

L S1-503

2x 8@

EQ

S

PC

B S1-503

H S1-503

2x8

2x8

A S1-505

L S1-504

SIM

L S1-504

SIM

L S1-504

SIM

L S1-504

SIM

HS

S3

X3 X1

/4

HSS3X3X1/4

M

S1-503

N S1-503

REMOVABLE FLOOR

3' - 6" ±

1' - 5" 1' - 5"

W

X2

W

X2

W12X26

W12X26

4" ±4" ±

V5

V1

V5

V5 V15

V5

V5

V10V5

V1

V5 V5

V5 V5

V5

A10 V10

V15 V15

V10 V10

V5 V5

V10 V10

V5 V5

V15 V15 V15

V10 A10 V10

A10 V10

V10

V5 V5 V5 V5

V5

V1

V5

V5V15

V5

V5

V10 V5

V1

V5V5

V5V5

V5

A10 V10

V15

EXIST 2x12@16"± EXIST 2x12@16"± EXIST 2x12@16"±

EXIST 2x12@16"± EXIST 2x12@16"±

2 - 3x

D

S1-503

S1-505

V5 M1

V5 M1

V5

V5 M1

V5 M1

V5V5 V5

V5 V5

Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231

DRAWING NO.

SCALE:

DATE:

DES: DRAWN: CHECK:

SHEET OF 160

SIGNATURE

GRAPHIC SCALES

KEY PLAN

1 3 4 5 62

A

B

C

D

E

1 3 4 5 62

SOLICITATION NO: 70FA5018R00000013

UNCLASSIFIED // FOR OFFICIAL USE ONLY

UNCLASSIFIED // FOR OFFICIAL USE ONLY

1/4" = 1'-0"

/0

8/

6:

:1

S1-105

RJN CJS JFG

05/23/2018

MT. WEATHER

EMERGENCY

OPERATIONS CENTER

(MWEOC)

BUILDING 413

HISTORIC

REHABILITATION AND

CODE COMPLIANCE

STRUCTURAL ATTIC AND ELEVATOR

ROOF PLAN

19844 BLUERIDGE

MOUNTAIN ROAD,

MT WEATHER, VA 20135

SCALE: 1/4" = 1'-0"S1-105

2 ELEVATOR ROOF PLAN

SCALE: 1/4" = 1'-0"S1-105

1 ATTIC FLOOR PLAN

0 8'4'2'

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

GENERAL SHEET NOTES

1. SEE S1-001 FOR GENERAL NOTES.

2. SEE S1-002 THROUGH S1-005 FOR TYPICAL DETAILS.

3. ADDITION ROOF CONSTRUCTION TO BE TYPE 3N20, CONSISTING

OF 3” METAL ROOF DECK. ATTACH STEEL DECK WITH 24/4

PATTERN WITH 5/8" PUDDLE WELDS. STEEL DECK SIDE LAP

CONNECTION SHALL BE #10 SCREWS AT 12" SPACING.

4. REFER TO FRAMING ELEVATIONS ON STRUCTURAL 200 SERIES

FOR FRAMING ELEVATIONS AND DIAGONAL BRACING ALONG

COLUMN GRID LINES.

5. VERIFY EXISTING DIMENSIONS AND SIZES PRIOR TO WORK.

6. NEW WOOD JOISTS ARE SHOWN IN A GENERAL ARRANGEMENT.

JOISTS MUST BE LOCATED SO THAT THERE ARE NO

UNSUPPORTED EDGES OF FLOORING AND AROUND ALL PIPING

RUNNING BETWEEN FLOORS.

LEGEND

INDICATES THE DIRECTION OF METAL DECK SPAN.SPAN

INDICATES MOMENT CONNECTION

SHEET KEYNOTES

RELOCATE EXISTING STAIR TO NEW LOCATION. REFER TO

ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

ELEVATOR HOIST BEAM. COORDINATE SIZE, LOCATION, AND

ELEVATION WITH ELEVATOR MANUFACTURER.

REMOVABLE FLOOR COMPOSED OF 2X8 JOISTS TO BE

LOCATED NEXT TO THE ELEVATOR BETWEEN THE CHIMNEY

AND NEW WIDE FLANGE GIRDER. CONTRACTOR TO PROVIDE

RECESSED LIFT POINT TO ALLOW FLOOR TO BE REMOVED

FROM ANGLE SUPPORTS PROVIDING ACCESS TO FLOOR

BELOW.

TOOTH IN CMU BLOCK FROM ELEVATOR SHAFT TO MASONRY

CHIMNEY EVERY 6TH COURSE. REBUILD CHIMNEY AROUND

CMU BLOCK AND MORTAR PER UNIT MASONRY

SPECIFICATION.

PROVIDE FULL LENGTH SISTERED JOIST PER TYPICAL

DETAIL. REFER TO TYPICAL WOOD JOIST REPAIR AT STONE

WALL DETAIL FOR CONNECTION OF SISTERED JOIST TO

EXISTING STONE WALL. REFER TO SECTION H ON S1-503 FOR

CONNECTION OF SISTERED JOIST TO EXISTING W16. PROVIDE

JOIST HANGER AT ENDS OF HEADER.

CONNECTION DESIGN FORCE LEGEND

FACTORED FORCES FOR CONNECTION DESIGN ARE SHOWN ON THE

PLAN AND ELEVATIONS ARE AS FOLLOWS:

A INDICATES FACTORED AXIAL LOAD TRANSFERRED THROUGH

CONNECTION IN KIPS.

M INDICATES FACTORED END MOMENT IN KIP-FEET.

V INDICATES FACTORED END SHEAR IN KIPS.

IN SOME CASES, V < 5KIPS. TYPICAL DETAILS WILL CONTROL MINIMUM

CONNECTION.

REFER TO TYPICAL DETAILS FOR CONNECTIONS; IN NO CASE SHALL

THE CONNECTION DESIGN BE LESS THAN THE REQUIREMENTS OF THE

TYPICAL DETAILS.

COMBINE SHEAR FORCES ON THE PLANS AND ELEVATIONS WITH

ADDITIONAL CONNECTION AXIAL FORCES IN KIPS NOTED ON FRAMING

PLANS AND ELEVATIONS.

SEE PLANS FOR LOAD RESISTANCE FACTORED DESIGN MOMENTS IN

FT-KIPS.

REVISIONS

1 ADDENDUM