msb generator replacement

Houston,Texas

MSB GENERATOR REPLACEMENT

ISSUED FOR CONSTRUCTION

SEPTEMBER 30, 2016

E N G I N E E R

Shah Smith & associates, inc.Shah Smith & associates, inc.Shah Smith & associates, inc.Shah Smith & associates, inc.houston/austin/dallas/college stationTx. Registration no. F-2113

10/3

/2016 2

:09:2

2 P

M

DRAWING LIST

TRAFFIC CONTROL

T1.00 - TRAFFIC CONTROL PLAN

ARCHITECTURAL

G-100 - GENERAL INFORMATION

G-102 - FIRE RESISTIVE ASSEMBLIES DESIGN REFERENCE

G-103 - FIRE RESISTIVE ASSEMBLIES DESIGN REFERENCE

A-111 - GENERATOR ROOM PLAN AND ELEVATIONS

STRUCTURAL

S.101 - GENERAL NOTES

S.201 - FRAMING PLANS

S.301 - DETAILS

ELECTRICAL

E001 - ELECTRICAL LEGEND SYMBOLS AND ABBREVIATIONS

E010D - ELECTRICAL ONE LINE DIAGRAMS - DEMOLITION

E010R - ELECTRICAL ONE LINE DIAGRAMS - RENOVATION

E100 - ELECTRICAL SITE PLAN

E200 - GROUND LEVEL ELECTRICAL PLAN

E201 - LEVEL 1 ELECTRICAL PLAN



E208 - PENTHOUSE ELECTRICAL PLAN

E308 - PENTHOUSE ENLARGED ELECTRICAL PLAN

E401 - CRANE AND BUILDING ELEVATION

E701 - ELECTRICAL PANELBOARD SCHEDULES

MECHANICAL

M100 - MECHANICAL PLAN PENTHOUSE LEVEL & DETAILS

PLUMBING

P001 - PLUMBING LEGEND, GENERAL NOTES AND SPECIFICATIONS

P110 - BASEMENT PLUMBING PLAN

P208 - PENTHOUSE PLUMBING PLAN

P308 - ENLARGED PLUMBING PLAN

PROJECT SITE

HERMANN HOSPITAL

ROSS STERLING AVENUE

E. C

ULL

EN

JOHN FREEMAN ST.

FA

NN

IN S

TR

EE

T

FA

NN

IN S

TR

EE

T

CAMBRIDGE STREET

TAUB ROAD

T1.00

MATCHLINE A-A

MATCHLINE A-A

Scale

Date

Designed By

Checked By

SSA Project Number

The University of TexasHealth Science Center at

Houston

MSB GENERATORREPLACEMENT

Drawing No.

No. Description Date

Texas Registered Engineering Firm F-2113

2825 Wilcrest, Suite #350 Houston, Texas 77042Ph. 713.780.7563 Fax.713.780.9209

Keyplan

Wells Fargo Bank Plaza221 N. Kansas StreetSuite 820El Paso, Texas 79901(915) 613-4576www.pwarch.com

1" = 40'

CJWMW

P:\T

03\2

016\

1600

5-00

UTH

SC

Gen

Rep

lace

men

t TC

P\C

ad\T

raffi

c\T0

3-16

005-

00-T

CP

.dw

gO

ct 0

4, 2

016

- 9:0

8am

107838 RR

NLA

L

S

O

SEF I C ENOI

IGS E D

NE

EEN

CERI J. WARNIE

F

P

TATS

OE XET

SA

Walter P. Moore and Associates, Inc.TBPE Firm Registration No. 1856

ISSUE FOR CONSTRUCTION09/30/2016

9/30/2016

J

FAS

FAP

T

S

PB

CR

S3

SD

NCAP

Applicable Codes and Standards

1. City of Houston Building Code, based on International Building Code (IBC) 2012

2. Life Safety Code, NFPA 101, 2000 Edition, XX Occupancy, Chapter XX

3. Texas Department of Licensing and Regulation (TDLR) - Texas Accessibility

Standards of the Architectural Barriers Act, 2012

4. NFPA 13 - Installation of Sprinkler Systems (Referenced by IBC)

5. NFPA 70 - National Electrical Code (Referenced by IBC)

6. NFPA 72 - National Fire Alarm Code (Referenced by IBC)

7. NFPA 80 - Fire Doors and Fire Windows (Referenced by IBC)

8. NFPA 220 - Standard on Types of Building Construction (Referenced by NFPA 101)

Occupancy Classification

Group B (302.1 IBC)

Construction Classification

Type IB (IBC)

Type II(222) (NFPA 220)

Allowable Area/Height Based on Occupancy and Construction Classification (IBC Table 503)

1. Basic Allowable Height: 160 Ft.

2. Actual Project Height: N/A

3. Allowable Number of Stories: N/A

4. Actual Number of Stories: N/A

5. Basic Allowable Area per floor: Unlimited

6. Actual Project Area:

Penthouse Level (Area of Work) 56,000 Sq. Ft.

Fire Resistance Ratings (IBC Table 601)

1. Structural Frame: 2-Hours

2. Bearing Walls: 2-Hours

3. Nonbearing Walls Interior: N/A

4. Floor Construction: 2-Hour

5. Roof Construction: 1-Hour

5. Corridor Walls (1018.1): N/A

6. Smoke Barrier Walls: 1-Hour, 20-Min. Doors

7. Hazardous Area Protection (Only Applicable Areas / Most Restrictive Requirements Shown):

Storage > 100 Sq.Ft. (IBC, NFPA): 1-Hour

Storage <100 > 50 Sq.Ft. (NFPA): Non-Rated Separation

8. Structural Frame Supporting Roof Only (See 4 G-102): 1-Hour

9. Structural Frame: 2-Hours

10. Floor Construction: 2-Hours

11. Roof Construction (Including Beams and Joists): 1-Hour

12. Exterior Bearing Walls: N/A

13. Exterior Non-Bearing Walls: N/A

14. Unprotected Exterior Openings: N/A

15. Interior Non-Bearing Walls: Non-Combustible

16. Shaft and Vertical Exit Enclosure Walls (707.4): 2-Hours, 90 min. doors

17. Through penetrations in fire-resistive walls and floors are protected with an approved firestop

system installed as tested in accordance with ASTM E814.

18. Joints in and between fire-resistance-rated walls and floor/roof assemblies are protected with

fire-resistant joint systems tested in accordance with the requirements of UL 2079.

Fire Protection

1. A sprinkler system installed in conformance to NFPA 13 is required. (IBC, TDH)

2. All sprinkler heads in the smoke compartment containing patient sleeping rooms shall

be quick-response type. (IBC, NFPA)

3. A manual fire alarm system and automatic fire detection system is required. An

electrically supervised, automatic smoke detection system is required in corridors,

and waiting areas that are open to corridors.

4. Manual fire alarm boxes in patient sleeping areas are not required at exits if located

at all nurse's control stations. (907.2.6 IBC)

5. Fire extinguishers are required to be located no more than 75 ft. travel distance from

any point. (NFPA 10)

6. All fire extinguishers shall have a U/L rating of 4A-60BC. (NFPA 10)

7. Maximum allowable area per fire extinguisher: 11, 250 Sq.Ft.

Finishes

1. Walls and Ceilings: ASTM E 84 Class A or B (NFPA, IBC)

Exception: May be Class C in rooms with capacity less than 4. (NFPA, IBC)

Exception: Class C wainscot less than 1,000 sq. ft. permitted in lobby.

3' -

6"

5' -

0"

7' -

6"

3' -

6"

typ

. u

no 7' -

0"

6"6"6"

op

era

ble

pa

rt

4' -

0"

to h

igh

est

un

o

1' -

3"

op

era

ble

pa

rt

4' -

0"

to h

igh

est

2'

- 1

0"

3' -

3"

refl

ect

ive

su

rfa

ce

3' -

4"

to

1' -

7"

2' -

6"

3' -

0"

6' -

8"

top

of

rail

2' -

10

" to

3' - 0" clear

con

tro

l a

rea

4' -

0"

to t

op

of

2' - 3" at 30x60 shower

1' - 6" at 36x36 shower

1' -

6"

1' -

4"

1' -

5"

2' -

0"

2'

- 1

0"

1' -

0"

4' -

0"

Restroom door

and signage

Elevator Typical door

and outletsTelephone Fire

extinguisher

Circuit

breaker

box

Security

controls

Thermo-

stat

Fire

alarm

pull

Inter-

com

Electrical

switch

Electrical, data and

telephone outlets

Trash

receptacle

Paper towel

dispenser/trash

receptacle

Sanitary

napkin

dispenser

Hand

dryer

Paper towel

dispenser

Soap

dispenser

Shelf Cup

dispenser

Clothes

hook

Accessible

bi-level electric

drinking fountain

Above

counter

mirror

Toilet tissue

dispenser

Sanitary

napkin

disposal

Grab bar Fire

alarm

horn,

visual/audio

alarm

Handrail Control wall

of shower

Accessible

toilet

Standard

toilet

Accessible

urinal

Standard

urinal

Lavatory Toilet/urinal

partition

TEXT

Notes:

1. All mounting heights shown are typical. Heights shown in

elevations and details take precedence over the typical heights

given here.

2. Mounting heights for many common elements are shown. Not all

elements occur in this project.

TEXT

4'

- 0

" m

in

to b

ott

om

of

text

5'

- 0

" m

ax

18" min clear

EQ EQ

Gypsum Board or Plaster

Reflected Ceiling Plan

Pre-finished Metal

Suspension Grid with

Lay-in Panels

Elevation

Ceramic Tile

Concrete, Plaster, Lime-

stone, Synthetic Stone

Glass, Mirrors

Metal, Plastic Laminate

Plaster with Expanded

Metal Lath

Plastic Glazing

Plastic Laminate (Large

Scale)

Plywood

Precast Concrete, Cast

Stone

Resilient Flooring, Pre-

Molded Joint Filler

Rigid Insulation Board

Sand, Grout

Steel

Acoustical Ceiling Board

Aluminum

Brick

Concrete

Carpet

Ceramic Tile

Concrete Masonry Unit

Earth

Exterior Insulation and

Finishing System

Insulation - batt or blanket

Finished Wood, Hardwood

Glass

Gravel, Coarse Porous Fill

Gypsum Board

Gypsum Sheathing

Oriented Standard Board

(OSB)

Ornamental Metal,

Bronze, Brass

Particle Board

Section

Note: Refer to the Construction Specifications Institute's (CSI) publication TD-2-6

Standard Reference Symbols, 10/91 Edition, for additional material indications not shown.

No

No

Dwg

SIM

Dwg

NoSIM

NoHS

30 A-210

No QP ID

No

PN

No

No

Name

No

No FT

Name

No

0 8 164

Face Dimension

Toilet Accessory Identifier

Detail Indicator (Section)

Detail Indicator

(Enlarged Detail)

Glass Type/Opening Identifier

Graphic Scale

Building Section

Column Line or

Grid Indicator

Door Tag

Benchmark Indicator

Keyed Note Indicator

Equipment Identifier

Finish Grade Indicator(New)

Finish Grade Indicator

(Existing)

Finish Type Identifiers

North Indicator

Partition Type Indicator

Revision Indicator

Room Identifier

Room and Finish TypeIdentifier

Control Elevation

Indicator

Interior Elevation/View

Indicator

Wall Section

SymbolDescription Designators

No

Dwg

SIM

No

Dwg

SIM

Dwg = Sheet Number

No = Detail Number

Dim = Distance, Face of Finish to

Face of Finish

No = Alphanumeric Grid Designation

Elev = Finish Grade Elevation

Dwg = Sheet Number

No = Equipment Designation

No = Glass Type or

Opening Designation

No = Detail Number

No = Note Designation

Elev = Finish Grade Elevation

No = Detail Number

Dwg = Sheet Number

No = Room Designation

Name = Name of SpaceNo = Room Designation

No = Accessory Designation

BM = Coordinate, Elevation, or Station

Sequence Designation

No = Partition Type Designation

No = Revision Designation

Name = Name of Space

PN = Plan NorthTN = True North

FT = Room Finish Type Designator

No = Detail NumberDwg = Sheet Number

No = Detail NumberDwg = Sheet Number

No = Finish Designation

No =Cabinet Type Identifier

No =Countertop Type Identifier,

See 3 A560 for legend

No = Door Type

HS = Hardware Set

Dim

No

Name

Elevation

F.F. EL = BM

TN

Cabinet type Identifiers

Countertop Type Identifiers

Elev

Elev

No

No

Note: Refer to the Construction Specifications Institute's (CSI) publication TD-2-6

Standard Reference Symbols, 10/91 Edition, for additional material indications not shown.

Exterior Elevation/View

Indicator

No = Detail Number

Dwg = Sheet Number

No

Dwg

No

Elevations

Electrical, voice, data, voice/data outlets in elevation

Medical gases/Lab gas outlets (Air, Vacuum, Oxygen,

Waste Anes Vac, Nitrogen, Slide

Notes:

1. See the individual drawings for additional symbol, legends for symbols not shown.

2. Refer to the Construction Specifications Institute's (CSI) publication TD-2-6, Standard

Reference Symbols, 10/91 Edition, for additional building element symbols not shown

here or elsewhere in the Drawings.

3. See additional legends located in the specific discipline drawings (Structural, MEP, etc.) for

building element symbols used on those discipline drawings.

Symbol Description

Reflected Ceiling Plan

Lay-in or recessed fluorescent light troffers - parabolic

lense

Surface mounted incandescent, compact fluorescent or LED downlight

Lay-in or recessed fluorescent light troffers - prismatic

lense

Recessed incandescent, compact fluorescent or LED downlight

Recessed wall washer - shading indicates direction

Lay-in or recessed direct and indirect fluorescent light

Under cabinet fluorescent light fixture

Smoke detector

Speaker

Suspended fluorescent strip fixture

Suspended architectural fluorescent strip fixture

Wall mounted architectural fixture

Supply air grille

Ceiling/wall mtd. exit sign - arrow/line indicates direction

Return/exhaust air grille

Sprinkler head

Floorplans

110V, 20A quadplex outlet (Height indicated if not standard)

110V, 20A duplex dedicated outlet (Height indicated if not

standard)

110V, 20A flush floor mounted duplex outlet

220V, 30A duplex outlet (Height indicated if not standard)

110V, 20A duplex outlet (Height indicated if not standard)

Telephone outlet (RJ11) (Height indicated if not standard)

Electrical/communications junction box

Computer data outlet (RJ45) (Height indicated if not standard)

Combined telephone/computer data outlet (Height indicated

if not standard)

Flush floor mounted telephone outlet

Thermostat

Fire Alarm Strobe

Fire Alarm Pull

Door operator push button

Card reader

Nurse call alarm panel

Single pole switch

3-way switch

Dimmer switch

Fire extinguisher cabinet

Fire extinguisher on bracket

Zone valve

FEC

FE

ZV

Height

Height

Height

Height

Height

Height

Height

D

SD

S

UT Health Medical School

6431 Fannin Street

Houston, Texas 77030

11275 S. Sam Houston Parkway W.

Suite 200


(832) 554-1130

www.pwarch.com


Scale

Date

Designed By

Checked By

PWP Project Number

Drawing No.

2825 Wilcrest, Suite #350 Houston, Texas 77042

Ph. 713.780.7563 Fax.713.780.9209

Keyplan

09/30/2016

As indicated

10/3

/2016 1

2:0

0:1

3 P

MC

:\U

sers

\dsandoval\D

ocum

ents

\216-0

61 U

T H

ealth M

SB

Genera

tor

Arc

h_dsandoval.rv

t

G-100

General Information


Houston


JK

JK

09/30/2016

216-061R

Drawing Index 1Standard Reference Symbols 6

Project Vicinity Map 5

The project consists of the replacement of louvers within a generator room at

the penthouse level of the UT McGovern Medical School Building located on

6431 Fannin Street Houston, Texas 77030.

Standard Building Element Symbols 16Standard Abbreviations 21

Note: Refer to the Specifications for abbreviations

of trade association names.

A/C Air Conditioning

A/W Air/Water

ACOUS Acoustical

ADJ Adjustable

AFF Above Finish Floor

ALUM Aluminum

AMP Ampers

AMS Automated

ANOD Anodized

ATTN Attenuation, Attention

AUX Auxiliary

BLDG Building

BLK Black

BTU British Thermal Units

BTUH Btu Per Hour

C Celsius

C.I. Cast Iron

C.O. Clean Out

CFM Cubic Feet Per Minute

CJ Construction Joint

CKT Circuit

CLOS Closet

CLR Clear

CMU Concrete Masonry Unit

COL Column

CONC Concrete

COND Condensing, Condition

CONN Connection

CONT Continuous

CTR Center

CW Cold Water

D Depth

DESCR Description

DET Detail

DIA Diameter

DIM Dimension

DL Dead Load

DN Down

DWG Drawing

E.C. Electrical Contractor

EA Each

EDF Electronic Drinking Fountain

EF Exhaust Fan

EL Elevation, Elevator

ELEC Electrical

EMER Emergency

EQ Equal

EQUIP Equipment

EXT Exterior

F Fahrenheit

FACP Fire Alarm Control Panel

FD Floor Drain

FEC Fire Extinguisher Cabinet

FIN Finish

FLUOR Fluorescent

FURN Furnish, Furniture

G.C. General Contractor

GA MTL Galvanized Metal

GALV Galvanized

GFI Ground Fault Interrupter

GND Ground

GYP BD Gypsum Board

H Height

H.M. Hollow Metal

HARDWD Hardwood

HDW Hardware

HPDL High Pressure Decorative Laminate

HORIZ Horizontal

HT Height

HVAC Heating, Ventilation, & A/C

HW Hot Water

HZ Hertz

IG Isolated Ground

IN Inch

INSUL Insulation

IPS Inside Pipe Size

JT(S) Joint(s)

KSI Kips Per Square Inch

KW Kilowatt

LAM Laminate

LL Live Load

LTS Lights

LPDL Low Pressure Decorative Laminate

M.O. Masonry Opening

MANUF Manufacturer

MAX Maximum

MECH Mechanical

MED Medium, Medical

MIN Minimum

MISC Miscellaneous

MTG Mounting, Meeting

MTL Metal, Material

N.C. Normally Closed

N.O. Normally Opened

N/A Not Applicable

NO Number

O.C. On Center

O.D. Overflow Drain, Outside Dimension

O/A Outside Air

PART Partition

PB Push Button

PLAS LAM Plastic Laminate

PLMBG Plumbing

PLYWD Plywood

PSF Pounds Per Square Foot

PSI Pounds Per Square Inch

PTD Painted

PVC Poly Vinyl Chloride

R.D. Roof Drain

R/A Return Air

RE Refer To

REF Reference

REINF Reinforced

REQ'D Required

RH Relative Humidity

RO Rough Opening

RPM Revolutions Per Minute

RTU Roof Top Unit

S/A Supply Air

SC WD Solid-core Wood

SCHED Schedule

SIM Similar

SPST Single Pole, Single Throw

STD Standard

STL Steel

STOR Storage

STRUCT Structure, Structural

SYS System

TEMP Tempered, Temperature

THK Thick

TTB Telephone Terminal Board

TYP Typical

UNO Unless Noted Otherwise

VAC Volt Alternative Current

VDC Volt Direct Current

VTR Vent Through Roof

W Width

W/ With

WB Wet Bulb

WD Wood

WWF Welded Wire Fabric

WWM Welded Wire Mesh

Building Code Information 26

Typical Mounting Heights 14

Standard Material Indications 11

Project Description 9

Project Location Map 10

UT Health Medical School

6431 Fannin Street


SHEET NUMBER SHEET NAME

G-100 General Information

G-102 Fire Resistive Assemblies Design Reference

G-103 Fire Resistive Assemblies Design Reference

A-111 Generator Room Floor Plan and Elevations

4


1 100% CD Review 03/22/2016

2 90% CD Review 05/13/2016

3 100% CD Review 06/24/2016

4 Issued for Construction 09/24/2016

Design No. U905

March 17, 2004

Bearing Wall Rating - 2 HR.

Nonbearing Wall Rating - 2 HR

1. Concrete Blocks* - Various designs. Classification D-2 (2 hr).

See Concrete Blocks category for list of eligible manufacturers.

2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than

3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50

percent hydrated lime (by cement volume). Vertical joints staggered.

3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if used. Where combustible

members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max.

Classification of 1-1/2 hr. Attached to concrete blocks (Item 1).

4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary

Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation

add 2 hr to classification.

5. Foamed Plastic* - (Optional-Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete

blocks (Item 1).

THE DOW CHEMICAL CO - Type Thermax

Design No. U420

August 15, 2008

Nonbearing Wall Rating - 1 or 2 HR.

1. Studs - Channel - shaped 1 5/8 in. wide with 1 3/8 in. legs and 1/4 in. stiffening flanges. Fabricated from No.

25 MSG galv steel. Studs to be cut 1/4 in. less than assembly height.

2. Bracing - Cut from the steel runners, min. 4-1/4 in. long, fastened to the studs with two No. 8 by 1/2 in. long

self-drilling, self-tapping steel screws in each stud. As an alternate, but limits the stud cavity depth to

maximum 9-1/2 in., cut from the gypsum wallboard, 9-1/2 in. long and 12 in. wide, fastened to the studs with

three Type S wallboard screws in each stud. Vertical spacing of bracing not to exceed 48 in. OC.

3. Floor and Ceiling Runners - Channel - shaped 1 5/8 in. wide with 1 in. legs, fabricated from No. 25 MSG galv

steel. Attached to floor and ceiling with fasteners spaced 24 in. OC.

4. Gypsum Board* - Any 5/8 in. thick wallboard for fire resistance Classified with beveled, square, or tapered

edges.

For 1 Hr Rating - One layer of wallboard to be used. Applied vertically with joints centered over studs.

Fastened to studs with 1 in. long, Type S, wallboard screws spaced 8 in. OC at the joints, located 3/8 in. from

the edges, and 12 in. OC in the field. Fasteners to be spaced 8 in. OC at the runners.

For 2 Hr Rating - Two layers of wallboard to be used. The inner layer to be applied in the same manner as for

the 1 Hr Rating. The outer layer to be fastened to the studs (through the inner layer) using 1 5/8 in. long, Type S,

wallboard screws spaced 8 in. OC at the joints, located 3/8 in. from the edges and 12 in. OC in the field.

• Fasteners to be spaced 8 in. OC at the runners. Joints to be staggered 24 in. from the inner layer.

• See Gypsum Board (CKNX) category for names of manufacturers.

4A. Gypsum Board* - (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or

tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud

cavity on opposite sides of studs. Vertical joints in adjacent layers (2-hr system) staggered one stud cavity.

Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed

with steel framing. Horizontal edge joints and horizontal butt joints in adjacent layers (2-hr system) staggered

a minimum of 12 in. For the single layer system, panels attached to steel studs and floor runner with 1 in. long

Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and

12 in. OC in the field when applied vertically. For the double layer system, base layer panels attached to steel

studs and floor runner with 1 in. long Type S steel screws spaced 16 in. Face layer panels attached to steel

studs and floor runner with 1-5/8 in. long Type S steel screws spaced 16 in. OC.

• CANADIAN GYPSUM COMPANY - Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.

• UNITED STATES GYPSUM CO - Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.

• USG MEXICO S A DE C V - Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.

4B. Gypsum Board* - (As an alternate to Items 4 or 4A) - Nom 3/4 in. thick, 4 ft wide, installed as described in

Item 4A with screw length increased to 1-1/4 in.

• CANADIAN GYPSUM COMPANY - Types AR, IP-AR.

• UNITED STATES GYPSUM CO - Types AR, IP-AR.

• USG MEXICO S A DE C V - Types AR, IP-AR.

5. Joint Tape and Compound - Vinyl or casein, dry or premixed joint compound applied in two coats to joints

and screw heads. Paper tape, 2 in. wide, embedded in first layer of compound over all joints.

6. Batts and Blankets* - (Optional, not shown) Glass fiber batts may be installed in the interior or wall cavity.

The max thickness of the batts shall be 2 1/2 in. for the walls with 2 Hr assembly ratings and 3 1/2 in for the

walls with 1 Hr assembly ratings. Attached to wallboard with wire staples spaced horizontally 12 in. OC and

vertically 24 in. OC.

• CERTAINTEED CORP

• GUARDIAN FIBERGLASS INC

• JOHNS MANVILLE INTERNATIONAL INC

• OWENS CORNING

6A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 6) - Spray applied cellulose insulation

material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the

application instructions supplied with the product. Nominal dry density of 3.0 lb/ft3. Alternate application

method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one

part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application

instructions supplied with the product. Nominal dry density of 2.5 lb/ft3.

U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)

6B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 6) and Item 6A - Spray applied cellulose

insulation material. The fiber is applied with water to interior surfaces in accordance with the application

instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of

4.3 pounds per cubic ft.

NU-WOOL CO INC - Cellulose Insulation

7. Cementitious Backer Units* - (Optional Item Not Shown - For Use On Face Of 1 Hr Or 2 Hr Systems With All

Standard Items Required) - 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide.- Applied vertically or

horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws

of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members spaced a max of 8 in.

OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing. 2-Hr System - Applied

vertically with vertical joints centered over studs. Face layer fastened over gypsum board to studs and runners

with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing

members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC.

NATIONAL GYPSUM CO - Type PermaBase

Design No. U411

December 23, 2008

Nonbearing Wall Rating - 2 HR.

1. Floor and Ceiling Runner - (Not Shown) - Min. 25 MSG galv steel 1 in. high, return legs 2-1/2 in.

wide (min), attached to floor and ceiling with fasteners 24 in. OC.

2. Steel Studs - Min 2-1/2 in. wide, 1-1/4 in. legs, 3/8 in. return, formed of min 25 MSG galv steel

max stud spacing 24 in. OC. Studs to be cut 3/4 in. less than assembly height.

3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber batts partially or completely filling

stud cavity. Fasten each batt to wallboard base layer with a min 9/16 in. long staple. Use five staples

for each 4 ft piece. Drive one staple in the center of each piece and a staple at each corner, approx 3 in.

from edges.

See Batts and Blankets (BZJZ) category for names of manufacturers.

3A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose material.

The fiber is applied with water to completely fill the enclosed cavity in accordance with the application

instructions supplied with the product. Nominal dry density of 3.0 lb/ft3. Alternate application

method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio

of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the

application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3.

U S GREENFIBER L L C - - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)

3B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied

cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with

the application instructions supplied with the product. Applied to completely fill the enclosed cavity.

Minimum dry density of 4.3 pounds per cubic ft.


4. Gypsum Board* - 5/8 in. thick, outer layer paper or vinyl surfaced. (Laminated System) Wallboard

applied vertically in two layers. Inner layer attached to studs with 1 in. long Type S steel screws spaced

8 in. OC along vertical edges, and 12 in. OC in the field and outer layer laminated to inner layer with

joint compound, applied with a notched spreader producing continuous beads of compound

about 3/8 in. in diameter, spaced not greater than 2 in. OC. Joints of laminated outer layer offset 12

in. from inner layer joints Outer layer wallboard attached to floor and ceiling runner track with 1-5/8

in. long Type S steel screws spaced 12 in. OC.

Optional, (Direct Attached System), Inner layer attached to studs with 1 in. long Type S steel screws

spaced 16 in. OC in the field and along the vertical edges. Outer layer attached to the studs over the

inner layer with 1-5/8 in. long Type S steel screws spaced 16 in. OC in the field and along the vertical

edges and 12 in. OC to the floor and ceiling runners. Joints of screw-attached outer layer offset

from inner layer joints. Joints of outer layer may be taped or untaped.

Nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer

baseboard. Joints reinforced.

• AMERICAN GYPSUM CO - Types AG-C, AGX-1, AGX-11.

• BEIJING NEW BUILDING MATERIALS PUBLIC

• LTD CO - Type DBX-1.

• CERTAINTEED GYPSUM INC - Types 1, FRPC, EGRG, ProRoc Type X or ProRoc Type C.

• CERTAINTEED GYPSUM CANADA INC - ProRoc Type C, ProRoc Type X or ProRoc Type Abuse-

Resistant.

• CANADIAN GYPSUM COMPANY - Type AR, C, FCV, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC

or WRX.

• GEORGIA-PACIFIC GYPSUM L L C - Types 5, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6.

• LAFARGE NORTH AMERICA INC - Types LGFC2, LGFC2A, LGFC3, LGFC6, LGFC6A, LGFC-C, LGFC C/A.

• NATIONAL GYPSUM CO - Types FSK-C, FSW, FSW-3, FSW-5, FSW-6, FSW-C, FSW-G, FSMR-C.

• PABCO BUILDING PRODUCTS L L C, DBA

• PABCO GYPSUM - Type C, PG-3, PG-5, PG-9, PG-11 or PG-C.

• PANEL REY S A - Type PRX, or PRC.

• SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX-1

TEMPLE-INLAND FOREST PRODUCTS CORP - Types TG-C, Type X, Veneer Plaster Base-Type X, Water

Rated-Type X, Sheathing Type-X, Soffit-Type X, GreenGlass Type X.

UNITED STATES GYPSUM CO - Type AR, C, FCV, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or

WRX.

USG MEXICO S A DE C V - Type AR, C, FCV, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.

4A. Gypsum Board* - (As an alternate to Item 4) - Nom 3/4 in. thick, installed as described in Item 4

with 1-1/4 in. long Type S screws for inner layer and 2-1/4 in. long Type S screws for outer layer.




4B. Gypsum Board* - (As an alternate to Item 4 and 4A) -5/8 in. thick, 24 to 54 in. wide, applied

horizontally as the outer layer to one side of the assembly. Horizontal joints need not be backed by

steel framing. Secured as described in Item 4 for the direct attached system. When used in widths

other than 48 in., gypsum panels to be installed horizontally.

• CANADIAN GYPSUM COMPANY - Type SHX.

• CERTAINTEED GYPSUM INC - ProRoc Type X, ProRoc Type C.

• CERTAINTEED GYPSUM CANADA INC - ProRoc Type X, ProRoc Type C.

• UNITED STATES GYPSUM CO - Type SHX, FRX-G.

• USG MEXICO S A DE C V - Type SHX.

Design No. U465

December 23, 2008

Nonbearing Wall Rating - 1 HR.

1. Floor and Ceiling Runners - (not shown) - Channel shaped runners, 3-5/8 in. wide (min), 1-1/4 in. legs,

formed from min No. 25 MSG galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.

2. Steel Studs - Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back returns, formed from

min No. 25 MSG galv steel spaced 24 in. OC max.

3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber batts partially or completely filling stud cavity.

See Batts and Blankets (BZJZ) category for names of Classified companies.

3A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose material. The fiber

is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied

with the product. Nominal dry density of 3.0 lb/ft3. Alternate application method: The fiber is applied with U.S.

Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to

completely fill the enclosed cavity in accordance with the application instructions supplied with the product.

Nominal dry density of 2.5 lb/ft3.

U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)

3B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose

insulation material. The fiber is applied with water to interior surfaces in accordance with the application

instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3

pounds per cubic ft.


4. Gypsum Board* - 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long,

Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented

vertically and staggered on opposite sides of the assembly. When attached to item 6 (resilient channels) or 6A

(furring channels), wallboard is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12

in. OC.

• AMERICAN GYPSUM CO - Types AG-C, AGX-1

• BEIJING NEW BUILDING MATERIALS PUBLIC

• LTD CO - Type DBX-1.

• CANADIAN GYPSUM COMPANY - Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.

• CERTAINTEED GYPSUM INC - Types 1, EGRG, ProRoc Type X, ProRoc Type C.

• CERTAINTEED GYPSUM CANADA INC - ProRoc Type C, ProRoc Type X or ProRoc Type Abuse-Resistant.

• GEORGIA-PACIFIC GYPSUM L L C - Types 5, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6.

• LAFARGE NORTH AMERICA INC - Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A.

• NATIONAL GYPSUM CO - Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6.

• PABCO BUILDING PRODUCTS L L C, DBA

• PABCO GYPSUM - Type PG-C, PG-11 or PG-9.

• PANEL REY S A - Type PRX.

• SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX-1

• TEMPLE-INLAND FOREST PRODUCTS CORP - Type X, Veneer Plaster Base - Type X, Water Rated - Type X,

Sheathing - Type X, Soffit - Type X, TG-C, GreenGlass Type X.

• UNITED STATES GYPSUM CO - Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.


4A. Gypsum Board* - (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or

tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity

on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be

staggered or backed by steel framing. Panels attached to steel studs and floor runner with 1 in. long Type S steel

screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in

the field when panels are applied vertically. When used in widths other than 48 in., gypsum panels to be installed

horizontally.

• CANADIAN GYPSUM COMPANY - Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.

• CERTAINTEED GYPSUM INC - ProRoc Type X, ProRoc Type C.

• CERTAINTEED GYPSUM CANADA INC - ProRoc Type X, ProRoc Type C.

• GEORGIA-PACIFIC GYPSUM L L C - Types DAP, DAPC, DGG, DS.

• LAFARGE NORTH AMERICA INC - Type LGFC6A, LGFC-C/A

• UNITED STATES GYPSUM CO - T ype AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX.


4B. Gypsum Board* - (As an alternate to Items 4 or 4A) - Nom 3/4 in. thick, 4 ft wide, installed as described in

Item 4A with screw length increased to 1-1/4 in.




4C. Gypsum Board* - As an alternate to Items 4, 4A, and 4B - Nom. 5/8 in. thick gypsum panels, with square

edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a

max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed

by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need

not be staggered or backed by steel framing.

TEMPLE-INLAND FOREST PRODUCTS CORP - GreenGlass Type X.

4D. Gypsum Board* - As an alternate to Items 4, 4A, 4B, and 4C - Nom. 5/8 in. thick gypsum panels applied

horizontally. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt

joints on opposite sides of studs need not be staggered. Gypsum panels fastened to framing with 1 in. long Type

S steel screws 1-1/2 in. from board edges, 3 in. from board edge and every 8 in. OC in the field. Screws spaced a

max 12 in. along the top and bottom edges of the wall.

NATIONAL GYPSUM CO - Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW.

5. Joint Tape and Compound - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw

heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32

in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints

reinforced. Paper tape and joint compound may be omitted when gypsum boards are supplied with square

edges.

6. Resilient Channel - (Optional-Not Shown) - 25 MSG galv steel resilient channels spaced vertically max 24 in.

OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 panhead steel screws.

6A. Steel Framing Members (Not Shown)* - As an alternate to Item 3, furring channels and resilient sound

isolation clip as described below:

a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC

perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are

overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As

an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6

framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel.

b. Steel Framing Members* - Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in.

OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet.

Furring channels are friction fitted into clips.

PAC INTERNATIONAL INC - Type RSIC-1.

6B. Steel Framing Members* - Optional - Not Shown - Used as an alternate method to attach resilient channels

(Item 6). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient

channels are friction fitted into clips, and then clips are secured to the stud with min. 1 in. long Type S-12 panhead

steel screws through the center hole of the clip and the resilient channel flange.

KEENE BUILDING PRODUCTS CO INC - Type RC Assurance.

7. Wall and Partition Facings and Accessories* - (Optional, Not shown) - Nominal 1/2 in. thick, 4 ft wide panels,

for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with

manufacturer's recommendations. When the QR-510 panel is installed between the steel framing and the UL

Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to

fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in.

Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board.

QUIET SOLUTION INC - Type QuietRock QR-510.

System No. W-L-7013

September 07, 2004

F Rating - 2 Hr

T Rating - 0 Hr

1. Wall Assembly - The 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the

manner specified in the individual U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include

the following construction features:

A. Studs - Wall framing shall consist of steel channel studs to be min 3-1/2 in. wide and spaced max 24 in. OC.

B. Gypsum Board* - Two layers of min 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design.

Max diam of opening is 17-1/2 in.

2. Through-Penetrant - One steel duct to be installed either concentrically or eccentrically within the firestop system. An

annular space of min 0 in. to max 1-1/2 in. is required within the firestop system. Steel duct to be rigidly supported on both

sides of wall assembly. The following sizes of steel ducts may be used.

A. Steel Duct - Nom 16 in. diam (or smaller) No. 24 gauge (or heavier) spiral wound galv steel duct.

B. Steel Duct - Nom 10 in. diam (or smaller) No. 28 gauge (or heavier) galv steel vent duct.

3. Fill, Void or Cavity Material* - Caulk or Sealant - Min 1-1/4 in. thickness of fill material applied within annulus, flush with

both surfaces of wall assembly. At the point contact location between duct and wallboard, a min 1/4 in. diam bead of caulk

shall be applied at the wallboard/duct interface on both surfaces of wall assembly.

3M COMPANY - CP25WB+ or FB-3000 WT

System No. W-L-1146

September 03, 2004

F Ratings - 1 and 2 Hr (See Item 1)

T Rating - 0 Hr

1. Wall Assembly - The 1 or 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the

manner described in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall

include the following construction features:

A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in.

lumber spaced 16 in. OC. Steel studs to be min 3-1/2 in. wide and spaced max 24 in. OC. When steel studs are used and the diam of

opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the

vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6

in. higher than the diam of the penetrating item such that, when the penetrating item is centered in the opening, a 2 to 3 in.

clearance is present between the penetrating item and the framing in all four sides.

B. Gypsum Board* - The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be

as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. in. for

steel stud walls. Max diam of opening is 14-1/2 for wood stud walls.

The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.

2. Through-Penetrant - One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop

system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in. (point contact) to max 2

in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes,

conduits or tubing may be used:

A. Steel Pipe - Nom 24 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe - Nom 24 in. diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in diam (or smaller) or

Class 50 (or heavier) ductile iron pressure pipe.

C. Conduit - Nom 6 in. diam (or smaller) steel conduit or nom 4 in diam (or smaller) steel electrical metallic tubing

D. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing

E. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe.

3. Fill, Void or Cavity Materials* - Caulk or Sealant - Min 5/8 in. thickness of fill material applied within the annulus, flush with

both surfaces of wall. Min 1/2 in. diam bead of caulk applied to the penetrant/wallboard interface at the point contact location on

both sides of wall.

3M COMPANY - CP25WB+ or FB-3000 WT

System No. W-L-0011

December 19, 2007


T Ratings - 1 and 2 Hr (See Item 1)

L Rating at Ambient - 2 CFM/sq ft.

L Rating at 400 F - 2 CFM/sq ft.

1. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the

materials and in the manner specified in the individual U300, U400 or V400 Series Wall or Partition Designs in

the UL Fire Resistance Directory and shall include the following construction features:

A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist

of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-5/8 in. (92

mm) wide and spaced max 24 in. (305 mm) OC. Additional framing members shall be used to completely frame

around opening.

B. Gypsum Board* - Thickness, type, number of layers and fasteners as required in the individual Wall

and Partition Design. Max area of opening is 540 in.2 (0.35 m2) with a max dimension of 30 in.(762 mm).

The hourly F and T Ratings for the firestop system are equal to the hourly fire rating of the wall assembly

in which it is installed.

2. Firestop System - The firestop system shall consist of the following:

A. Fill Void or Cavity Material* - Putty - Min 1/2 in. (13 mm) thickness of putty formed to a min 1 in.

(25 mm) width and applied within annulus at all corners of opening and extending a min 1 in. (25 mm) in both

directions from each corner, flush with both surfaces of wall.

3M COMPANY - MPS-2+

B. Fill Void or Cavity Material* - Pillows - Max 9 in. (229 mm) long by 6 in. (152 mm) wide by 2 and 3

in. (51 and 76 mm) thick plastic covered pillows packed into opening to a min compression of 33 percent.

Pillows installed with 9 in. (229 mm) dimension projecting through wall and centered within the opening.

3M COMPANY - Fire Barrier Pillow or Fire Barrier Self-Locking Pillows

System No. W-L-5001

May 19, 2005


T Ratings - 3/4, 1 and 1-1/2 Hr (See Item 3)

L Rating At Ambient - 2 CFM/sq ft

L Rating At 400 F - less than 1 CFM/sq ft

1. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the

manner described in the individual U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall

include the following construction features:

A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in.

(51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel

studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC.

B. Gypsum Board* - Nom 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board type,

thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Design in the UL Fire

Resistance Directory. Max diam of opening is 14-1/2 (368mm) in for wood stud walls and 18 in. (457 mm) for steel stud walls.

The hourly F Rating of the firestop system is 1 hr when installed in a 1 hr fire rated wall and 2 hr when installed in a 2 hr

fire rated wall.

2. Through Penetrants - One metallic pipe or tubing to be centered within the firestop system. Pipe or tubing to be rigidly

supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used:

A. Steel Pipe - Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Copper Tubing - Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing.

C. Copper Pipe - Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.

3. Pipe Covering* - Nom 1 or 2 in. (25 or 51 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m3) glass fiber units

jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap

tape. Transverse joints sealed with metal fasteners or with butt strip tape supplied with the product. When nom 1 in. (25 mm) thick

pipe covering is used, the annular space between the pipe covering and the circular cutout in the gypsum wallboard layers on each

side of the wall shall be min 1/4 in. (6 mm) to max 3/8 in. (10 mm) When nom 2 in. (51 mm) thick pipe covering is used, the

annular space between the pipe covering and the circular cutout in the gypsum board layers on each side of the wall shall be min

1/2 in. (13 mm) to max 3/4 in. (19 mm)

See Pipe and Equipment Covering Materials (BRGU) category in Building Materials Directory for names of manufacturers. Any

pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25

or less and a Smoke Developed Index of 50 or less may be used.

The hourly T Rating of the firestop system is 3/4 hr when nom 1 in. (25 mm) thick pipe covering is used. The hourly T Rating of

the firestop system is 1 hr and 1-1/2 hr when nom 2 in. (52 mm) thick pipe covering is used with 1 hr and 2 hr fire rated walls,

respectively.

4. Firestop System - Installed symmetrically on both sides of wall assembly. The details of the firestop system shall be as follows:

A. Fill, Void or Cavity Materials* - Wrap Strip - Nom 1/4 in. (6 mm) thick intumescent elastomeric material faced on one

side with aluminum foil, supplied in 2 in. (51 mm) wide strips. Nom 2 in. (51 mm) wide strip tightly wrapped around pipe covering

(foil side out) with seam butted. Wrap strip layer securely bound with steel wire or aluminum foil tape and slid into annular space

approx 1-1/4 in. (32 mm) such that approx 3/4 in. (19 mm) of the wrap strip width protrudes from the wall surface. One layer of

wrap strip is required when nom 1 in. (25 mm) thick pipe covering is used. Two layers of wrap strip are required when nom 2 in. (51

mm) thick pipe covering is used.

3M COMPANY - FS-195+

B. Fill, Void or Cavity Materials* - Caulk or Sealant - Min 1/4 in. (6 mm) diam continuous bead applied to the wrap

strip/wall interface and to the exposed edge of the wrap strip layer approx 3/4 in. (19 mm) from the wall surface.

3M COMPANY - CP 25WB+, IC 15WB+, FireDam 150+ caulk or FB-3000 WT sealant

System No. W-L-3030

May 19, 2005

F Ratings - 1 and 2 Hr(See Item 1)

T Rating - 1/2 Hr

L Rating At Ambient - 76 CFM/sq ft (See Item 4)

L Rating At 400 F - 7 CFM/sq ft (See Item 4)

1. Wall assembly - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the

materials and in the manner described in the individual U300, U400 or V400 Series Wall or Partition

Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to

consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by

102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in.

(35 mm) deep channels spaced max 24 in. (610 mm) OC.

B. Gypsum Board* - Nom 5/8 in. (16 mm) thick, 4 ft. (122 cm) wide with square or tapered edges.

The gypsum board type, number of layers and sheet orientation shall be as specified in the individual Wall

and Partition Design. Diam of circular cutout in gypsum board layers on each side of wall to be 1/2 to 3/4

in. (13 to 19 mm) larger than diam of tight cable bundle (Item 2). Max diam of cutouts is 4-1/2 in. (114

mm).

The hourly F Rating of the firestop system is 1 hr when installed in a 1 hr fire rated wall and 2 hr

when installed in a 2 hr fire rated wall.

2. Cables - Max 4 in. (102 mm) diam tight bundle of cables centered in circular cutouts in gypsum

wallboard and rigidly supported on both sides of wall assembly. Any combination of the following types

and sizes of copper conductor cables may be used:

A. Max 350 kcmil single-conductor power cables; cross-linked polyethylene (XLPE) or polyvinyl

chloride (PVC) insulation.

B. Max 7/C No. 12 AWG cables; PVC insulation and jacket.

C. Max 3/C No. 2/0 AWG multiconductor power and control cables; XLPE or PVC insulation, XLPE

or (PVC) jacket.

D. Max 200 pair No. 24 AWG telecommunication cables; PVC insulation and jacket.

E. Max 6/94 Fiber Optic (F.O.) cable; PVC insulation and jacket.

3. Fill, Void or Cavity Material* - Wrap Strip - Nom 1/4 in. (6 mm) thick intumescent elastomeric

material faced on one side with aluminum foil, supplied in nom 2 in. (51 mm) wide strips. Nom 2 in. (51

mm) wide strip tightly-wrapped around cable bundle (foil side out) with seam butted. Wrap strip layer

securely bound with steel wire tie and slid into annular space approx 1-1/4 in. (32 mm) such that approx

3/4 in. (19 mm) of the wrap strip width protrudes from the wall surface on each side of the assembly.


4. Fill, Void or Cavity Materials* - Caulk, Sealant or Putty - Min 1/4 in. (6 mm) diam continuous bead of

caulk or putty applied to the wrap strip/wall interface and to the exposed edge of the wrap strip

approximate 3/4 in. (19 mm) from the wall surface on each side of wall assembly. Caulk or putty to be

forced into the interstices of the cable bundle to the max extent possible within the confines of the wrap

strip on each side of the wall assembly.

3M COMPANY - CP 25WB+ caulk, MP+ Stix putty, IC 15WB+ caulk, FireDam 150+ caulk or FB-3000

WT sealant (Note: L Ratings apply only when Type CP 25WB+ Caulk or Type FB-3000 WT Sealant is used.)

System No. W-L-7008

June 15, 2005

F Rating - 1 & 2 Hr (See Item 1)

T Ratings - 0 Hr

1. Wall Assembly - The 1 and 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the

materials and in the manner specified in the individual U400 Series Wall and Partition Designs in the UL Fire

Resistance Directory and shall include the following construction features:

A. Studs - Wall framing shall consist of steel channel studs to be min 3-1/2 in. (89 mm) wide and spaced max

24 in. (610 mm) OC. Additional 3-1/2 in. (89 mm) wide steel studs shall be used to completely frame opening.

B. Gypsum Board* - Thickness, type, number of layers and fasteners as required in the individual Wall and

Partition Design. Max size of opening to be 1216 sq in. (189 cm2) with a max dimension of 38 in. (965 mm).

The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is

installed.

2. Through-Penetrant - Nom 36 by 30 (914 by 762 mm) (or smaller) No. 24 gauge (or heavier) galv steel duct to be

installed either concentrically or eccentrically within the firestop system. An annular space of min 0 in. (0 mm, point

contact) to max 2 in. (51 mm) is required within the firestop system. Steel duct to be rigidly supported on both sides

of floor or wall assembly.

3. Firestop System - The details of the firestop system shall be as follows:

A. Packing Material (Optional) - Polyethylene backer rod, mineral wool batt insulation or fiberglass batt

insulation friction-fit into annular space for 2 hr rated wall assemblies only. Packing material to be recessed from both

surfaces of wall to accommodate the required thickness of fill material (Item 3B).

B. Fill, Void or Cavity Material* - Caulk or Sealant - Min 5/8 in. (16 mm) thickness of fill material applied within

annulus, flush with both surfaces of wall assembly. At the point contact location between duct and wallboard, a min

1/4 in. (6 mm) diam bead of sealant shall be applied at the wallboard/duct interface on both surfaces of wall

assembly.

3M COMPANY - CP-25 WB+ or FB-3000 WT

C. Retaining Angles - Min 16 gauge galv steel angles sized to lap duct a min of 2 in. (51 mm) and lap wall

surfaces of a min of 1 in. (25 mm). Angles attached to duct on both sides of wall with min 1/2 in. (13 mm) long, No. 10

(or larger) sheet metal screws spaced a max of 1 in. (25 mm) from each end of duct and spaced a max of 6 in. (152

mm) OC.

System No. W-L-2003

May 23, 2005


T Ratings - 1 and 2 Hr (See Item 3)

L Rating At Ambient - 7 CFM/sq ft (See Item 3B)

L Rating At 400 F - less than 1 CFM/sq ft (See Item 3B)

1. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the

manner described in the individual U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and

shall include the following construction features:

A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51

by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs

to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC.

B. Gypsum Board* - 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board type,

thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series

Design in the UL Fire Resistance Directory. Max diam of opening is 3-1/8 in. (79 mm).

2. Through Penetrants - One nonmetallic pipe or conduit to be centered in the through opening. The annular space between pipe

or conduit and periphery of opening shall be min 1/4 in. (6 mm) and max 3/8 in. (10 mm). Pipe or conduit to be rigidly supported on

both sides of the floor-ceiling assembly. The following types and sizes of nonmetallic pipes or conduits may be used:

A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed

(process or supply) or vented (drain, waste or vent) piping system.

B. Rigid Nonmetallic Conduit++ - Nom 2 in. (51 mm) diam (or smaller)(Schedule 40 or 80) PVC conduit installed in accordance

with the National electric Code (NFPA No. 70).

C. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed

(process or supply) piping systems.

D. Cellular Core Polyvinyl Chloride (ccPVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 cellular core PVC pipe for

use in closed (process or supply) or vented (drain, waste or vent) piping system.

E. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core ABS pipe for use

in closed (process or supply) or vented (drain, waste or vent) piping systems.

F. Cellular Core Acrylonitrile Butadiene Styrene (ccABS) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 cellular

core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems.

3. Firestop System - Installed symmetrically on both sides of wall assembly. The hourly F and T Ratings for the firestop system

are equal to the hourly fire rating of the wall assembly in which it is installed. The details of the firestop system shall be as follows.

A. Fill, Void or Cavity Materials* - Wrap Strip - Nom 1/4 in. (6 mm) thick intumescent elastomeric material faced on one

side with aluminum foil, supplied in 2 in. (51 mm) wide strips. Nom 2 in. (51 mm) wide strip tightly wrapped around nonmetallic

pipe (foil side out) with seam butted. Wrap strip layer securely bound with steel wire or aluminum foil tape and slid into annular

space approx 1-1/4 in. (32 mm) such that approx 3/4 in. (19 mm) of the wrap strip protrudes from the wall surface.


B. Fill, Void or Cavity Materials* - Caulk, Sealant or Putty - Min 5/8 in. (16 mm) thickness of caulk or putty applied into

annular space between wrap strip and periphery of opening. A nom 1/4 in. (6 mm) diam bead of caulk or putty to be applied to the

wrap strip/wall interface and to the exposed edge of the wrap strip layers approx 3/4 in. (19 mm) from the wall surface.

3M COMPANY - CP 25WB+ caulk or MP+ Stix putty, IC 15WB+ caulk, FireDam 150+ caulk or FB-3000 WT sealant. (Note: L

Ratings apply only when Type CP 25WB+ caulk or FB-3000 WT sealant is used. CP 25WB+ not suitable for use with CPVC pipes.)

C. Foil Tape - (not shown) - Nom 4 in. (102 mm) wide, 3 mil thick aluminum tape wrapped around pipe prior to the

installation of the wrap strip (Item 3A). Min of one wrap, flush with both sides of wall and proceeding outward. Tape is not

required for pipes shown in Items 2A, 2B and 2C.

1. Floor, Side and Ceiling Runners — "J" - shaped runner, min 2-1/2 in. deep (min 4 in. deep when System C is used), with

unequal legs of 1 in. and 2 in., fabricated from min 24 MSG (min 20 MSG when Item 4A, 4B or 7 are used) galv steel. Runners

positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not

greater than 2 in. from ends and not greater than 24 in. OC. "E" - shaped studs (Item 2A) may be used as side runners in place of

"J" - shaped runners.

2. Steel Studs — "C-H" - shaped studs, min 2-1/2 in. deep (min 4 in. deep when System C is used), fabricated from min 25

MSG (min 20 MSG when Items 2D, 4A, 4B or 7 is used) galv steel. Cut to lengths 3/8 to 1/2 in. less than floor-to-ceiling height

and spaced 24 in. or 600 mm OC.

2A. Steel Studs — (Not Shown) — "E" - shaped studs installed back to back in place of "C-H" - shaped studs (Item 2) "E" -

shaped studs secured together with steel screws spaced a maximum 12 in. OC. Fabricated from min 25 MSG (min 20 MSG when

Item 2D, 4A, 4B or 7 is used) galv steel, min 2-1/2 in. deep (min 4 in. deep when System C is used), with one leg 1 in. long and

two legs 3/4 in. long. Shorter legs 1 in. apart to engage gypsum liner panels. Cut to lengths 3/8 to 1/2 in. less than floor to ceiling

heights.

2B. Furring Channels — (Optional, not shown) — For use with single or double layer systems. Resilient furring channels

fabricated from min 25MSG corrosion protected steel, installed horizontally, and spaced vertically a max 24 in. OC. Flange

portion of channel attached to each intersecting "C-H" or "E" stud on side of stud opposite the 1 in. liner panels with 1/2 in. long

Type S or S-12 pan-head steel screws. When furring channels are used, wallboard to be installed vertically only. Not to be used

with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nelco (Item 4B) or cementitious backer units (Item 7).

2D. Steel Framing Members* — (Optional, not shown) — For use with single or double layer systems. Furring channels and

Steel Framing Members as described below. Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type

Nelco (Item 4B) or cementitious backer units (Item 7):

a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC

perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board installed vertically only and attached to

furring channels as described in Item 3.

b. Steel Framing Members* — Used to attach furring channels (Item 2Da) to studs (Item 2 or 2A). Clips spaced max. 24

in. OC., and secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring

channels are friction fitted into clips.

PAC INTERNATIONAL INC — Type RSIC-1.

3. Gypsum Board* — Gypsum liner panels, nom 1 in. thick, 24 in. or 600 mm (for metric spacing) wide. Panels cut 1 in. less in

length than floor to ceiling height. Vertical edges inserted in "H" portion of "C-H" studs or the gap between the two 3/4 in. legs

of the "E" studs. Free edge of end panels attached to long leg of vertical "J" - runners with 1-5/8 in. long Type S steel screws

spaced not greater than 12 in. OC. When wall height exceeds liner panel length, liner panel may be butted to extend to the full

height of the wall. Horizontal joints need not be backed by steel framing. In System I, butt joints in liner panels are staggered

min 36 in. Butt joints backed with 6 in. by 22 in. strips of 3/4 in. thick gypsum wallboard (Item 4). Wallboard strips centered

over butt joints and secured to liner panels with six 1-1/2 in. long Type G steel screws, three screws along the 22 in. dimension at

the top and bottom of the strips.

CANADIAN GYPSUM COMPANY — Type SLX

UNITED STATES GYPSUM CO — Type SLX

USG MEXICO S A DE C V — Type SLX

4. Gypsum Board* —

System A - 1 Hr

Gypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or

horizontally, attached to studs with 1 in. long Type S steel screws spaced 12 in. when installed vertically or 8 in OC when

installed horizontally. Horizontal joints need not be backed by steel framing.

CANADIAN GYPSUM COMPANY — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX

UNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX.

USG MEXICO S A DE C V — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX

System B - 2 Hr

Gypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, applied

vertically or horizontally in two layers. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC

when installed vertically or 16 in. OC when installed horizontally. Outer or face layer attached to studs with 1-5/8 in. long Type S

steel screws spaced 12 in. OC when installed vertically and staggered 12 in. from base layer screws or 8 in. OC when installed

horizontally and staggered 8 in. from base layer screws. Horizontal joints between inner and outer layers staggered a min of 12

in. Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in.

CANADIAN GYPSUM COMPANY — 1/2 in. Type C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX,

SHX, WRC, WRX

UNITED STATES GYPSUM CO — 1/2 in. Types C, IP-X2, IPC-AR, or WRC; 5/8 in. Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR,

SCX, SHX, WRC, WRX, USGX

USG MEXICO S A DE C V — 1/2 in. Types C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX,

WRC, WRX

4A. Gypsum Board* — (As an alternate to Item 4 Systems A, B, C, D, E, G, H, and I when used as the base layer, For direct

attachment only) - Nom 5/8 in. or ¾ in. thick lead backed gypsum panels with beveled, square or tapered edges, applied

vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. See Items

1, 2, 2A, 2B and 2D. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12

in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 9) or Lead Discs or Tabs (see

Item 10).

RAY-BAR ENGINEERING CORP — Type RB-LBG

4B. Gypsum Board* — (As an alternate to Item 4 Systems A, B, C, D, E, G, H, and I when used as the base layer, For direct

attachment only) - Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically.

Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with

1-1/4 in. long Type S-12 (or #6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC

in the field.

NEW ENGLAND LEAD BURNING CO INC, DBA

NELCO — Nelco

5. Joint Tape and Compound — (Not Shown)

Systems A, B, C, E, F, G, H, I

Joints on outer layers of gypsum boards (Item 4 and 4A) covered with paper tape and joint compound. Paper tape and joint

compound may be omitted when gypsum boards are supplied with square edges. Exposed screw heads covered with joint

compound.

6. Batts and Blankets* —

Systems A, B, E, F, G, H, I

(Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity. Any mineral wool or glass fiber batt

mineral bearing the UL Classification Marking as to Fire Resistance.

9. Lead Batten Strips — (Not Shown, For Use With Item 4A) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max

thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in.

long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a

purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of

lead backed gypsum wallboard (Item 4A) and optional at remaining stud locations. Required behind vertical joints.

10. Lead Discs or Tabs — (Not Shown, For Use With Item 4A) - Used in lieu of or in addition to the lead batten strips (Item 9) or

optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw

heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 4A) underneath screw

locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification

QQ-L-201f, Grade "C".

11. Lead Batten Strips — (Not Shown, For Use With Item 4B) Lead batten strips, 2 in. wide, max 10 ft long with a max

thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head

steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head

steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f,

Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4B) and optional at

remaining stud locations.

12. Lead Tabs — (Not Shown, For Use With Item 4B) 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction-fit

around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a

screw (that secures the gypsum boards, Item 4B) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the

Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary.

Design No. U415

November 15, 2010

Nonbearing Wall Ratings — 1 or 2 Hr


Suite 200


(832) 554-1130

www.pwarch.com


Scale

Date

Designed By

Checked By

PWP Project Number

Drawing No.


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

09/30/2016

12" = 1'-0"

10/3

/2016 1

2:0

0:1

5 P

MC

:\U

sers

\dsandoval\D

ocum

ents

\216-0

61 U

T H

ealth M

SB

Genera

tor

Arc

h_dsandoval.rv

t

G-102

Fire Resistive AssembliesDesign Reference


Houston


JK

JK

09/30/2016

216-061R

N.T.S.UL Design No. U905 4

N.T.S.UL Design No. U420 6N.T.S.UL Design No. U411 16 N.T.S.UL Design No. U465 1

N.T.S.Penetration Seal at Small Diameter Steel Duct 29

N.T.S.Penetration Seal for Metalic Pipes, Conduit, or Tubing 28 N.T.S.Penetration Seal with No Pentrating Items 23

N.T.S.Penetration Seal at Insulated Pipe 21

N.T.S.Penetration Seal at Electrical Cables 19 N.T.S.Penetration Seal at Rectangular Steel Duct 9

N.T.S.Penetration Seal at Non-metalic Pipes and Conduit 26 N.T.S.UL Design No. U415 11


1 100% CD Review 03/22/2016

2 90% CD Review 05/13/2016

3 100% CD Review 06/24/2016


System No. HW-D-0634

December 03, 2013

ANSI/UL2079

Assembly Rating — 1 and 2 Hr (See Items 1 and 2)

Nominal Joint Width - 1-1/2 In.

Class II or III Movement Capabilities — 50%

Compression or Extension

L Rating At Ambient — Less Than 1 CFM/sq ft

L Rating At 400 F — Less Than 1 CFM/sq ft

CAN/ULC S115

F Rating — 1 and 2 Hr (See Items 1 and 2)

FT Rating — 1 and 2 Hr (See Items 1 and 2)

FH Rating — 1 and 2 Hr (See Items 1 and 2)

FTH Rating — 1 and 2 Hr (See Items 1 and 2)






1. Floor Assembly — The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and

in the manner described in the individual D700 Series Floor-Ceiling Design in the UL Fire Resistance Directory and as

noted below. The hourly fire rating of the floor assembly shall be equal to or greater than the hourly fire rating of the

wall assembly. The floor assembly shall include the following construction features:

A. Steel Floor and Floor Units* — Max 3 in. (76 mm) deep galv steel fluted floor units.

B. Concrete — Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.

C. Structural Steel Support — Steel beam, as specified in the individual D700 Series Floor-Ceiling Design, used to

support steel floor units. Structural steel support oriented parallel to and max 12 in. (305 mm) from wall assembly.

D. Steel Furring — Z-shaped bars or channels, located to span from steel beam to min 1 in. (25 mm) beyond face of

wall and spaced max 24 in. (610 mm) on center. Z-shaped bars are nom 1-1/2 to 2 in. (38 to 51 mm) deep and

formed from min 16 gauge painted or galvanized steel. Channels are nom 1-1/2 in. (38 mm) or 2 in. (51 mm) deep

and formed from min 16 gauge painted or galvanized steel. Each bar or channel welded or fastened with steel

fasteners to steel beam and welded, bolted or screwed to ceiling runner of wall. Each bar or channel shall be

fully covered with spray applied fire resistive material to the minimum thickness of material required on the

flanges of the steel beam.

E. Steel Lath — Nom 3/8 in. (10 mm) diamond mesh expanded steel rib lath having a nom weight of 3.4 lb/yd2 (1.8

kg/m2) shall be installed over and attached to the steel furring bars or channels (Item 1D) to completely cover the

exposed area from the flange tip of the steel beam to the end of the bar/channel framing extending beyond the

wall surface. The lath shall be secured with steel fasteners or tie wire and shall be fully covered with spray

applied fire resistive material (see Item 1F).

F. Spray-Applied Fire Resistive Material* — After installation of ceiling runner, steel floor units and structural steel

beam to be sprayed with the thickness of material specified in the individual D700 Series Design. The flutes of the

steel floor units above the structural steel beam shall be filled with spray-applied fire resistive material across the

entire top flange of the steel beam. Each bar or channel furring member (Item 1D) shall be fully covered with spray

applied fire resistive material to the minimum thickness of material required on the flanges of the steel beam. The

thickness of material applied to the expanded steel lath shall be sufficient to completely fill the spaces between

the bar/channel furring above the wall. Additional spray-applied fire resistive material shall be applied to the web

of the steel beam on each side of the wall. For a 1 hr Assembly Rating, the thickness of material applied to each

side of the steel beam web shall be 13/16 in. (21 mm). For a 2 hr Assembly Rating, the thickness of material

applied to each side of the steel beam web shall be 1-3/8 in. (35 mm). In addition, the thickness of material applied

to the expanded steel lath shall cover the top surface of the lath with a minimum 1-5/8 in. (41 mm) of material for

the 1 hr Assembly Rating and 2-5/8 in. (67 mm) of material for the 2 hr Assembly Rating.

W R GRACE & CO - CONN — Type MK-6/HY, MK-6/HY ES, MK-6s, RG

F1. Spray-Applied Fire Resistive Material* — After installation of ceiling runner, steel floor units and structural steel

support to be sprayed with the min thickness of material specified in the individual D700 Series Design. The flutes

of the steel floor units above the structural steel beam shall be filled with spray-applied fire resistive material

across the entire top flange of the steel beam. Each bar or channel furring member (Item 1D) shall be fully covered

with spray applied fire resistive material to the minimum thickness of material required on the flanges of the steel

beam. The thickness of material applied to the expanded steel lath shall be sufficient to completely fill the spaces

between the bar/channel furring above the wall. Additional material shall be applied to the web of the steel beam

on each side of the wall. For a 1 hr Assembly Rating, the thickness of material applied to each side of the steel

beam web shall be 11/16 in. (18 mm). For a 2 hr Assembly Rating, the thickness of material applied to each side of

the steel beam web shall be 1-1/2 in. (38 mm). In addition, the thickness of material applied to the expanded steel

lath shall cover the top surface of the lath with a minimum 1 5/8 in. (41 mm) of material for the 1 hr Assembly

Rating and 2-5/8 in. (67 mm) of material for the 2 hr Assembly Rating.

ISOLATEK INTERNATIONAL — Type 300

2. Wall Assembly — The 1 or 2 hr fire rated gypsum board/steel stud wall assembly shall be constructed of the materials

and in the manner described in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance

Directory and shall include the following construction features:

A. Steel Floor and Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of galv steel channels

sized to accommodate steel studs (Item 2B). Flange height of ceiling runner shall be min 1/4 in. greater than max

extended joint width. Ceiling runner is secured to steel furring (Item 1D) with steel fasteners or welds spaced max

24 in. (610 mm) OC. Ceiling runner to be installed parallel with structural steel support and located such that a max

clearance of 12 in. (305 mm) is present between the finished wall and the flange of the steel beam (Item 1C).

A1. Light Gauge Framing* — Slotted Ceiling Runner — As an alternate to the ceiling runner in Item 2A, ceiling runner

to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Flange height of

slotted ceiling runner shall be 3-1/4 in. (83 mm) with 2 in. (51 mm) deep slots. Slotted ceiling runner is secured to

steel furring (Item 1D) with steel fasteners or welds spaced max 24 in. (610 mm) OC. Slotted ceiling runner to be

installed parallel with structural steel support and located such that a max clearance of 12 in. (305 mm) is present

between the finished wall and the flange of the steel beam (Item 1C).

SCAFCO STEEL STUD MANUFACTURING CO — Slotted Track-Type SDLT

B. Studs — Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1/2 in. to 3/4 in. (13 to 19 mm) less in length than

assembly height with bottom nesting in and secured to floor runner. Studs to nest in ceiling runner without

attachment. When slotted ceiling runner (Item 2A1) is used, steel studs cut in lengths 3/4 to 1-3/4 in. (19 to 44 mm)

less than floor to ceiling height and secured to slotted ceiling runner with No. 8 by 1/2 (13 mm) long wafer head

steel screws at +/- 3/16 in. (5 mm) of the mid-height of slot on each side of wall

C. Gypsum Board* — Gypsum board sheets installed to a min total 5/8 in. (16 mm) or 1-1/4 in. (32 mm) thickness on

each side of wall for 1 and 2 hr fire rated assemblies, respectively. Wall to be constructed as specified in the

individual U400 or V400 Series Design in the UL Fire Resistance Directory except that a max 1-1/2 in. (38 mm) gap

shall be maintained between the top of the gypsum board and the bottom plane of the spray applied fire resistive

material on the steel furring (Item 1D) on both sides of the wall assembly. The hourly fire rating of the joint system

is equal to the hourly fire rating of the wall.

3. Joint System — Max separation between bottom plane of spray-applied fire resistive material on the steel attachment

clip (Item 1D) and the top of the gypsum board is 1-1/2 in. (38 mm). The joint system is designed to accommodate a max

50 percent compression or extension from its installed width. The joint system shall consist of forming and fill materials,

as follows:

A. Forming Material* — Nom 4 pcf (64 kg/m3) density mineral wool batt insulation. Sections of mineral wool batt cut

to a thickness equal to the overall thickness of gypsum board and compressed a min of 50 percent into the gap

between the top of the gypsum board and the bottom plane of the spray applied fire resistive material on the steel

furring (Item 1D) on both sides of the wall assembly.

ROCK WOOL MANUFACTURING CO — Delta Board

ROXUL INC — SAF Mineral Wool

THERMAFIBER INC — Type SAF

A1. Forming Material* - Strips — As an alternate to Item 3A, the strips are stacked to a height twice larger than the

distance between the top of the gypsum board and the bottom of the steel floor unit. Strips compressed 50

percent and installed within ceiling runner above top of liner panel flush with the inside surface of the panel. Strips

compressed and installed on finished side of the wall between the top of the gypsum board and the bottom of the

steel floor units, flush with the surface of the wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 767 Speed Strips

B. Fill, Void or Cavity Material* - Sealant — Min 1/16 in. (1.6 mm) dry thickness (1/8 in. or 3.2 mm wet thickness) fill

material sprayed or troweled on each side of wall to completely cover mineral wool forming material and to

overlap min 1/2 in. (13 mm) onto wall and min 2 in. (51 mm) onto spray-applied fire resistive material.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP672 Firestop Spray or CFS-SP WB Firestop Joint Spray

*Bearing the UL Classification Mark

System No. HW-D-0259

April 03, 2012

ANSI/UL2079

Assembly Ratings — 1 and 2 Hr (See Items 1 and 2)


Class II Movement Capabilities — 50%




CAN/ULC S115

F Rating — 1 and 2 Hr (See Items 1 and 2)

FT Rating — 1 and 2 Hr (See Items 1 and 2)

FH Rating — 1 and 2 Hr (See Items 1 and 2)

FTH Rating — 1 and 2 Hr (See Items 1 and 2)






1. Floor Assembly — The fire-rated fluted steel floor unit/concrete floor assembly shall be constructed of the materials

and in the manner described in the individual Floor-Ceiling Design in the Fire Resistance Directory and shall include

the following construction features:

A. Steel Floor and Form Units* — Max 3 in. (76 mm) deep galv steel fluted floor units.

B. Concrete — Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.

C. Structural Steel Support — Steel beam, as specified in the individual D700 or D900 Series Floor-Ceiling Design,

used to support steel floor units. Structural steel support centered over and parallel with wall assembly.

D. Spray-Applied Fire Resistive Material* — Steel floor units and structural steel beam to be sprayed with the

thickness of material specified in the individual D700 Series Design or the structural steel supports to be sprayed

in accordance with the specifications in the individual D900 Series Design. The flutes of the steel floor units are

to be filled with material across the entire top flange of the steel beam. Additional material shall be applied to

the web of the steel beam on each side of the wall. For a 1 hr Assembly Rating, the total thickness of material

applied to each side of the steel beam web shall be min 13/16 in. (21 mm). For a 2 hr Assembly Rating, the total

thickness of material applied to each side of the steel beam web shall be min 1-3/8 in. (35 mm).

W R GRACE & CO CONSTRUCTION PRODUCTS DIV — Type MK-6-HY.

D1. Spray-Applied Fire Resistive Material* — Steel floor units and structural steel support to be sprayed with the

min thickness of material specified in the individual D700 or D900 Series Design. The flutes of the steel floor

units are to be filled with material across the entire top flange of the steel beam. Additional material shall be

applied to the web of the steel beam on each side of the wall. For a 1 hr Assembly Rating, the total thickness of

material applied to each side of the steel beam web shall be min 11/16 in. (18 mm). For a 2 hr Assembly Rating,

the total thickness of material applied to each side of the steel beam web shall be min 1-1/2 in. (38 mm).

ISOLATEK INTERNATIONAL — Type 300

2. Wall Assembly* — The 1 or 2 h fire rated gypsum board/stud wall assembly shall be constructed of the materials

and in the manner specified in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire

Resistance Directory and shall include the following construction features:

A. Steel Floor and Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of min No. 25 gauge

galv steel channels sized to accommodate steel studs (Item 2B). Flange height of ceiling runner shall be min 1/4

in. (6 mm) greater than max extended joint width. Ceiling runner centered beneath and parallel with steel beam

(Item 1C). Ceiling runner secured to steel beam through spray-applied fire resistive material with steel fasteners

spaced max 24 in. (610 mm) OC.

A1. Light Gauge Framing* — Slotted Ceiling Runner As an alternate to the ceiling runner in Item 2A, slotted ceiling

runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Slotted

ceiling runner centered beneath and parallel with steel beam (Item 1C). Slotted ceiling runner secured to steel

beam with steel fasteners, steel fasteners or welds spaced max 24 in. (610 mm) OC.

BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS — SLP-TRK

CALIFORNIA EXPANDED METAL PRODUCTS CO — CST

CLARKDIETRICH BUILDING SYSTEMS — Type SLT, SLT-H

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Type SLT

SCAFCO STEEL STUD MANUFACTURING CO

TELLING INDUSTRIES L L C — True-Action Deflection Track

THE STEEL NETWORK INC — VertiTrack VT, series,250VT, 362VT, 400VT, 600VT and 800VT

A2. Light Gauge Framing* — Vertical Deflection Ceiling Runner As an alternate to the ceiling runners in Item 2A and

2A1, vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips

mechanically fastened within runner. Slotted clips, provided with step bushings, for permanent fastening of

steel studs. Flanges sized to accommodate steel studs (Item 2B). Vertical deflection ceiling runner centered

beneath and parallel with steel beam (Item 1C). Vertical Deflection ceiling runner secured to steel beam with

steel fasteners, steel fasteners or welds spaced max 24 in. (610 mm) OC.

THE STEEL NETWORK INC — VertiTrack VTD362, VTD400, VTD600 and VTD800.

A3. Light Gauge Framing*- Notched Ceiling Runner — As an alternate to the ceiling runners in Items 2A through

2A2, notched ceiling runners to consist of C-shaped galv steel channel with notched return flanges sized to

accommodate steel studs (Item 2B). Notched ceiling runner installed perpendicular to direction of fluted steel

deck and secured to valleys with steel masonry anchors, steel fasteners or welds spaced max 24 in. (610 mm)

OC.

OLMAR SUPPLY INC — Type SCR

A4. Light Gauge Framing* — Slotted Ceiling Runner — As an alternate to the ceiling runner in Item 2A through 2A3,

ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2B).

Flange height of slotted ceiling runner shall be 3-1/4 in. (83 mm) with 2 in. (51 mm) deep slots. Slotted ceiling

runner centered beneath and parallel with steel beam (Item 1C). Slotted ceiling runner secured to steel beam

with steel fasteners or welds spaced max 24 in. (610 mm) OC.

SCAFCO STEEL STUD MANUFACTURING CO — Slotted Track-Type SDLT

B. Studs — Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 3/4 in. to 1-1/4 in. (19 to 32 mm) less in length

than assembly height with bottom nesting in, resting on and fastened to the floor runner and with top nesting in

ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted

ceiling runner with No. 8 by 1/2 in. (13 mm) long wafer head steel screws at mid-height of slot on each side of

wall. When vertical deflection runner (Item 2A2) is used, studs secured to vertical clip through slip bushing,

supplied, with No.8 by 1/2 in. (13 mm) steel screws at mid-height of slot of each slot. Stud spacing not to exceed

24 in. (610 mm) OC. When slotted ceiling runner (Item 2A4) is used, steel studs cut in lengths 3/4 to 1-3/4 in. (19

to 44 mm) less than floor to ceiling height and secured to slotted ceiling runner with No. 8 by 1/2 (13 mm) long

wafer head steel screws at +/- 3/16 in. (5 mm) of the mid-height of slot on each side of wall.

C. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1.22 m) wide with square or tapered edges. The gypsum board

type, number of layers an sheet orientation shall be as specified in the individual U400 or V400 Series Design in

the Fire Resistance Directory, except that a max 1-1/2 in. (38 mm) gap shall be maintained between top edge of

the gypsum board and the spray applied fire resistive material on the structural steel support. The top row of

screws shall be installed into the studs 1-1/2 in. (38 mm) below the bottom of the ceiling runner.

D. Steel Attachment Clips — (Optional - Not Shown) - As an alternate to steel fasteners, ceiling runner secured to

steel beam with Z-shaped clips formed from min 1 in. (25 mm) long strips of min 20 ga galv steel. Length of clips

should not exceed the width (thickness) of the wall. Clips to be sized to extend through the thickness of the

spray-applied fire-resistive material on the bottom flange of the steel beam with 1-1/2 or 2 in. (38 or 51 mm)

long upper and lower legs. Legs of clips fastened to bottom of beam (prior to application of spray-applied fire-

resistive materials) and top of ceiling runner with steel fasteners or welds. Clips spaced max 16 in. (406 mm) OC.

The hourly ratings of the joint system are dependent on the hourly rating of the wall.

3. Joint System — Max separation between bottom of spray-applied fire resistive material on beam and top of gypsum

board at time of installation is 1-1/2 in. (38 mm). The joint system is designed to accommodate a max 50 percent

compression or extension from its installed width. The joint system consists of a forming material and a fill material

between the top of the gypsum board and the bottom of the spray-applied fire resistive material on the beam, as

follows:

A. Forming Material* — Nominal 4 pcf (64 kg/m3) mineral wool forming material cut into strips to fill the gap

between top of the gypsum board and bottom of beam. Width of the strips shall be equal to the total thickness

of the gypsum board. The strips of mineral wool shall be compressed 50 percent in thickness and firmly packed

into the gap between the top of gypsum board and bottom of beam.

ROCK WOOL MANUFACTURING CO — Delta Board

ROXUL INC — SAFE

THERMAFIBER INC — Type SAF

A1. Forming Material* - Strips — (Optional) - Nom 5/8 in. (16 mm) and 1-1/4 in. (32 mm) wide by 2 in. (51 mm) high

precut mineral wool strips for 1 and 2 hr rated assemblies respectively. The strips are compressed 50 percent

and firmly packed, cut edge first, into the gap between the top of the gypsum board and bottom of the steel

floor units on both sides of the wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 767 Speed Strips

B. Fill, Void or Cavity Material* — Min 1/16 in. (1.6 mm) dry thickness (min 1/8 in. or 3.2 mm wet thickness) of fill

material sprayed or troweled on each side of wall to completely cover mineral wool forming material and to

overlap 1/2 in. (13 mm) onto gypsum board and 2 in. (51 mm) onto spray-applied fire resistive material on the

structural steel support.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP672 Firestop Spray or CFS-SP WB Firestop Joint Spray

*Bearing the UL Classification Mark


Suite 200


(832) 554-1130

www.pwarch.com


Scale

Date

Designed By

Checked By

PWP Project Number

Drawing No.


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

09/30/2016

12" = 1'-0"

10/3

/2016 1

2:0

0:1

7 P

MC

:\U

sers

\dsandoval\D

ocum

ents

\216-0

61 U

T H

ealth M

SB

Genera

tor

Arc

h_dsandoval.rv

t

G-103

Fire Resistive AssembliesDesign Reference


Houston


JK

JK

09/30/2016

216-061R

12" = 1'-0"Underside of Beam/Offset Top Track 1 12" = 1'-0"HW-D-0259 6


1 100% CD Review 03/22/2016

2 90% CD Review 05/13/2016

3 100% CD Review 06/24/2016


5

5 A

-11

1

10 A-111

Field Verify Existing Opening

16' - 7 1/2"

20

A-111

3 A

-11

1

Fie

ld V

er i

fy E

xis

tin

g O

pe

nin

g

9'

- 9

1/4

"

EQ

EQ

EQ

New louver supports

provided by

manufacturer

New louver supports

provided by

manufacturer see

Specifications

EQ EQ EQ EQ EQ

Penthouse Level

0' - 0"

Existing structure to remain

New louvers system see

Specifications

Existing CMU wall

Existing roof structure

13

' -

1 1

/2"

2' -

2"

3'

- 7

1/2

"4

' -

9"

4' -

9"

Penthouse Level

0' - 0"

15

' -

3"

Existing roof structure

Existing structure to

remain

New louvre system see

Specifications

Existing CMU wall

4' -

5"

4' -

9"

4' -

9"

0"

1' -

4"

5

5 A

-11

1

10 A-111

Remove Existing metal louvers

1 A

-11

1

Remove existing metal panels

Penthouse Level

0' - 0"

Existing metal panels

New louver system see

Specifications

New louver supports

provided by manufacturer

Existing angle

Existing brace

Exsiting metal panels

Existing CMU wall

New louver system

see Specifications

Remove existing metal panels

Existing metal panels to remain

Existing CMU wall to remain


Suite 200


(832) 554-1130

www.pwarch.com


Scale

Date

Designed By

Checked By

PWP Project Number

Drawing No.


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

09/30/2016

3/8" = 1'-0"

10/3

/2016 1

2:0

0:1

2 P

MC

:\U

sers

\dsandoval\D

ocum

ents

\216-0

61 U

T H

ealth M

SB

Genera

tor

Arc

h_dsandoval.rv

t

A-111

Generator Room Floor Planand Elevations


Houston


JK

JK

09/30/2016

216-061R

Legend - Floor/Demo Plan

Existing to remain

New Partitions

General Notes - Floor Plan

1. All dimensions are to face of gypsum board or face of masonry unless noted otherwise.

3/8" = 1'-0"Penthouse Generator Room Floor Plan 8

3/8" = 1'-0"Elevation 1 10 3/8" = 1'-0"Room Elevation 2 5

3/8" = 1'-0"Penthouse Generator Room Demolition Plan 6

3/8" = 1'-0"Generator Louver Section 20

3/8" = 1'-0"Elevation 3 3

3/8" = 1'-0"Elevation 3 Demolition 1

Legend - Floor/Demo Plan

Existing to be removed

Existing to remain

New Partitions

General Notes - Demolition Plan

1. Contractor to demolish and dispose of all items shown / noted to be removed, unless

otherwise noted.

2. Before starting the demolition work, confirm all dimensions and other existing conditions

in the field. Report any discrepancies to the Engineer and Architect.

3. See MEP drawings for removal of any utilities.


1 100% CD Review 03/22/2016

2 90% CD Review 05/13/2016

3 100% CD Review 06/24/2016


GENERAL NOTES

I. CODES AND SPECIFICATIONS

A. GENERAL BUILDING CODE 1. International Building Code 2012 with City of Houston Amendments

B. CONCRETE CODES 1. ACI 318, American Concrete Institute Building Code. 2. ACI 301, Specifications for Structural Concrete for Buildings. 3. CRSI - Manual of Standard Practice. 4. AWS D1.4, Structural Welding Code - Reinforcing Steel.

C. STRUCTURAL STEEL CODES 1. AISC - Load and Resistance Factor Design, Thirteenth Edition. 2. ANSI/AWS D1.1, American Welding Society - Steel. 3. Standard Practice for Steel Buildings and Bridges. 4. Structural Joints Using ASTM A 325 and A 490 Bolts as approved by the Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation.

D. MASONRY CODES 1. ACI 530 / ASCE 5 2. ACI 530.1 / ASCE 6, Specification for Masonry Structures.

E. COLD FORMED STEEL (LIGHT GAGE METAL) CODE 1. American Iron and Steel Institute (AISI) “Specification for the Design of Cold Formed Steel Structural Members”, Latest Edition.

F. CONFLICTS IN STRUCTURAL REQUIREMENTS 1. Where conflicts exists between the various publications as specified herein, the strictest requirements of the various publications shall govern unless noted otherwise. Where conflict exists among the various parts of the Structural Contract Documents, (Structural Drawings, General Notes, Specifications) the strictest requirements shall govern.

All Codes and Specifications listed above shall include all amendments and addenda in force at the date of the contract documents.

II. TYPICAL DETAILS

A. Details labeled “Typical Details” on the Drawings shall apply to all situations on the Project that are the same or similar to those specifically detailed. Such details shall apply whether or not they are keyed in at each location. Questions regarding applicability of typical details shall be determined by the Engineer.

III. DESIGN CRITERIA

A. DEAD LOADS 1. Dead loads. Dead load materials assumed in the design are shown on the Architectural and Structural Drawings. Any changes in construction materials from those shown on the Architectural or Structural Drawings shall be reported by the General Contractor to the Structural Engineer for verification of load carrying capacity of the structure. 2. Mechanical Rooms: Loadings for mechanical rooms are based on the minimum live loads as specified in Paragraph B. below unless the weights of the actual equipment including housekeeping pads as shown on the Mechanical Drawings are larger, in which case, the actual loads are used. The General Contractor shall submit weights to the Structural Engineer for all equipment placed in mechanical rooms and rooftops for verification of loads used in the design and shall report any changes in location, number of pieces, and weight of equipment as shown on the Mechanical Drawings.

B. WIND LOADS 1. Wind pressure based on the requirements of Code cited in CODES AND SPECIFICATIONS, Paragraph I. A. 2. V = 139 mph, Exposure: C. 3. Risk Category II.

IV. CONCRETE

A. CLASSES OF CONCRETE 1. All concrete shall conform to the requirements as specified in the table below unless noted otherwise on the Drawings:

USAGE 28 DAY COMP. TYPE MAX. SIZE CONC. AGGREGATE STRENGTH (PSI) Housekeeping Pad 3000 NW 1 1/2"

Note: NW = Normal weight concrete

2. There shall be no horizontal cold joint in any concrete pour. 3. Admixtures used shall be compatible with floor treatments. 4. All concrete shall be proportioned for a maximum allowable unit shrinkage of 0.03% at 28 days after curing in lime water as determined by ASTM C 157 (using air storage). 5. Concrete shall comply with the requirements of ACI 301 and ACI 318. 6. Fly ash conforming to ASTM C618, Type C or F, may be used unless noted otherwise. The maximum amount of fly ash shall be 25% of the total cementitious material by weight. 7. Cement shall be Type I/II, unless noted otherwise.

B. CONCRETE MIX DESIGNS 1. Concrete mix designs must be submitted a minimum of 15 days prior to the start of the work for Engineer and Owner's testing laboratory approval prior to placement of concrete in the plant or field. Any adjustments in approved mix designs including changes in admixtures must be submitted in writing to the Engineer and Owner's testing laboratory for approval prior to use in the field. 2. Pumped Concrete: Concrete designed to be pumped shall be so noted on the mix designs and shall have mix proportions compatible with the pumping process. 3. Mix designs shall be proportioned based upon trial batching or experience as required by ACI 318.

V. REINFORCING STEEL

A. SPECIFICATION 1. ASTM A 615 Grade 60 unless noted otherwise on the drawings. Welded Reinforcing Steel - ASTM A 706. 2. Welded Wire Fabric: Welded smooth wire fabric, ASTM A 185, yield strength 65,000 psi. Welded deformed wire fabric for, ASTM A 497, yield strength 70,000 psi. All welded wire fabric shall be furnished in flat sheets only.

B. DETAILING AND BAR SUPPORTS 1. Detailing of and bar supports for reinforcing steel shall be in accordance with the ACI Standard Details and Detailing of Concrete Reinforcement as reported by ACI Committee 315. All continuous reinforcing steel shall be lapped 36 times diameter minimum unless specified otherwise.

C. MANUAL OF CONCRETE PRACTICE 1. Unless noted otherwise, methods of estimating, detailing, fabricating, placing and contracting for reinforcing materials shall follow the Manual of Standard Practice as published by the Concrete Reinforcing Steel Institute.

D. PLACEMENT OF WELDED WIRE FABRIC 1. Welded wire fabric shall be continuous across the entire concrete surface and not be interrupted by beams or girders and properly lapped one cross wire spacing plus 2 inches.

E. REINFORCING STEEL COVERAGE Reinforcing steel coverage should conform to the requirements specified below. The reinforcing steel detailer shall adjust reinforcing steel cage sizes at intersecting structural members as required to allow clearance for intersecting reinforcing bar layers maintaining minimum specified cover. Cover in structural members not specified below shall conform to the requirements of ACI 318 Section 7.7 unless specified otherwise on the drawings.

1. Mild Reinforced Members, Exterior Exposure (unconditioned air space) a. Housekeeping Pads 3/4" top cover

VI. STRUCTURAL STEEL

A. MATERIAL 1. All hot rolled steel plates, shapes and bars shall be new steel conforming to ASTM Specification A6. 2. All wide flanged sections shall conform to ASTM A992, Grade 50. 3. All tubes shall conform to ASTM A500 Grade B. 4. All connection material shall conform to ASTM A36 unless stronger required. 5. All pipe columns shall conform to ASTM A53, Grade B or ASTM A501. 6. All anchor rods shall conform to ASTM F1554, Gr. 36, unless noted otherwise.

B. CONNECTIONS 1. Typical connection details are indicated on the Drawings. 2. The design of all steel connections shall be performed under the direct supervision of a registered professional engineer in the state where the project is located, employed by the fabricator. Calculations sealed by the fabricator's professional engineer must be submitted if requested. 3. It is the intention of the plans and specifications that shop connections be welded or bolted and that field connections be bolted, unless detailed otherwise on the Drawings. 4. All typical beam simple connections shall be standard double angle or single angle framed beam connections. Shear tab connections may be used at locations where double angle connections are not possible. Seated beam connections shall not be used unless indicated on the Drawings. Provide full depth shear tab if beam frames on only one side of a girder. 5. Beam Reactions a. Non-Composite beams: Design connections to support a reaction R (unless specified otherwise) equal to one half the total uniform load capacity from the table of Uniform Load Constants in the AISC Manual.

Add to the reaction listed above, any loads or reactions of members supported by the beam within three feet of beam end and the vertical components of forces in brace members framing into the beams. 6. Bracing connections shall develop full tensile forces at each end of the bracing member unless bracing forces are specified on the Drawings. 7. MC = Moment Connections 8. Welds: a. All welds shall conform to the American Welding Society (AWS) standards. b. All welding shall be performed by a welder certified in accordance to the AWS standards. 9. Bolts: a. All bolts shall conform to ASTM A325 Type 1, High Strength Bolts. All bolts shall be designed as bearing bolts with threads included in the shear plane. Minimum bolt diameter shall be 3/4 inch. All bolts shall be tightened to a snug-tight position, unless noted below. b. All bolts at braces and moment connections shall be tightened using load indicating washers or tension bolts. c. All bolts shall be new and shall not be re-used. 10. All continuous deck edge angles and bent plates shall use full penetration butt welds at splices. 11. Steel-to-Aluminum Connections a. Provide Neoprene washers to fully separate aluminum and steel materials. Use only stainless steel fasteners with complete separation of steel from aluminum.

C. GALVANIZING 1. All steel exposed to weather or outside the building's waterproofing, such as brick shelf angles, shall be hot-dipped galvanized after fabrication. 2. All steel surfaces to be hot dip galvanized shall be prepared as specified by the Steel Structures Painting Council (SSPC). 3. The zinc coating for steel shapes and plates shall average not less than 2.3 oz. with no individual thickness less than 2.0 oz. 4. Galvanize all nuts, bolts, and washers used in the connection of galvanized steel. 5. Protect all field welded connections with “Z.R.C. Cold Galvanizing Compound” as manufactured by Z.R.C. Product Company.

VII. STRUCTURAL BOLTS AND THREADED FASTENERS

A. SPECIFICATION 1. A325 Bolts: All bolts in structural connections shall conform to ASTM A325 Type 1, High Strength Bolts for Structural Steel Joints, unless indicated otherwise on the Drawings.

B. DESIGN 1. Minimum Bolt Diameter: Minimum bolt diameter shall be 3/4 inch. 2. Connection Type: Unless noted otherwise on the Drawings or in these General Notes, all bolted connections shall be bearing type connections using standard holes (hole diameter nominally 1/16 inch in excess of nominal bolt diameter with)threads included in the shear planes. All bolts at braces and moment connections shall be tightened using load indicating washers or tension bolts.

C. INSTALLATION 1. Fastener Tension: High strength bearing bolts shall be tightened using an impact wrench to a snug tight condition. The snug tight condition is defined as the tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench. At braces and moment connections, bolts shall be tightened as required by the load indicating washers or tension bolts.

VIII. WELDING OF STRUCTURAL STEEL

A. WELDER CERTIFICATION 1. All shop and field welders shall be certified according to AWS procedures for the welding process and welding position used.

B. MINIMUM SIZE AND STRENGTH 1. Fillet Welds: Minimum size of fillet welds shall be as specified in the AISC Manual. 2. Partial Penetration Groove Welds: The minimum effective throat thickness of partial penetration groove welds shall be as specified in the AISC Manual. 3. Minimum Strength of Welded Connections: Unless noted otherwise on the drawings, all shop and field welds shall develop the full tensile strength of the member or elements jointed. a. All members with moment connections, noted on the drawings with "MC", shall be welded to develop the full flexural capacity of the member, unless noted otherwise on the Drawings. 4. Connection of all miscellaneous steel shall consist of 1/4” fillet welds all-around (minimum) if no other connection information is provided on the structural drawings. 5. At slotted connections, and anywhere a gap may exist between base metal and connecting material, weld size shall be increased to account for gap width (per AWS recommendations).

C. FILLER METAL REQUIREMENTS 1. Strength: Weld shall be as specified in the AISC Manual. 2. Electrodes. Electrodes for various welding processes shall be as specified below: a. SMAW: E70XX low hydrogen b. SAW: F7X-EXXX

D. WELDING 1. All welding shall comply with the requirements of AWS. 2. All full penetration welds shall be tested to verify compliance u.n.o.. 3. All fillet welds shall be visually inspected u.n.o.

IX. SUBMITTALS

A. SHOP DRAWINGS 1. The General Contractor shall submit for Engineer review shop drawings for the following items: a. Structural Steel b. Reinforcing Steel c. Concrete Mix Designs d. Miscellaneous Steel

2. All shop drawings must be reviewed and sealed by the General Contractor prior to submittal. 3. Contractor shall submit a minimum of two sets of blackline prints for all shop drawings specified to be returned by the Engineer. 4. The omission from the shop drawings of any material required by the Contract Documents to be furnished shall not relieve the contractor of the responsibility of furnishing and installing such materials, regardless of whether the shop drawings have been reviewed and approved.

B. MANUFACTURER'S LITERATURE 1. Submit two copies of manufacturer's literature for all materials and products used in construction on the project.

C. REPRODUCTION 1. The use of reproductions of these Contract Documents by any contractor, subcontractor, erector, fabricator, or material supplier in lieu of preparation of shop drawings signifies his acceptance of all information shown herein as correct, and obligates himself to any job expense, real or implied, arising due to any errors that may occur hereon.

X. MISCELLANEOUS

A. CONTRACT DOCUMENTS 1. It is the responsibility of the General Contractor to obtain all Contract Documents and latest addenda and to submit such documents to all subcontractors and material suppliers prior to the submittal of shop drawings, fabrication of any structural members, and erection in the field.

B. DRAWING CONFLICTS 1. The General Contractor shall compare the Architectural and Structural drawings and report any discrepancy between each set of drawings and within each set of drawings to the Architect and Engineer prior to the fabrication and installation of any structural members.

C. EXISTING CONDITIONS 1. The General Contractor shall verify all dimensions and existing conditions at the job site and report any discrepancies from assumed conditions shown on the drawings to the Architect and Engineer prior to the fabrication and erection of any members.

D. RESPONSIBILITY OF THE CONTRACTOR FOR STABILITY OF THE STRUCTURE DURING CONSTRUCTION 1. All structural elements of the project have been designed by the Structural Engineer to resist the required code vertical and lateral forces that could occur in the final completed structure only. It is the responsibility of the Contractor to provide all required bracing during construction to maintain the stability and safety of all structural elements during the construction process until the structure is tied together and completed.

E. HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS 1. There shall be no horizontal construction joints in any concrete pours unless shown on the drawings. All deviations or additional joints shall be approved in writing by the Architect/Engineer.

XI. SITE OBSERVATION BY THE STRUCTURAL ENGINEER

A. GENERAL 1. The contract structural drawings and specifications represent the finished structure, and except where specifically shown, do not indicate the method or means of construction. The Contractor shall supervise and direct the work and shall be solely responsible for all construction means, methods, and procedures, techniques, and sequence. 2. The Engineer shall not have control or charge of, and shall not be responsible for, construction means, methods, techniques, sequences, or procedures, for safety precautions and programs in connection with the work, for the acts or omission of the Contractor, Subcontractor, or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. 3. Periodic site observation by field representatives are solely for the purpose of determining if the work of the Contractor is proceeding in accordance with the structural contract documents. This limited site observation should not be construed as exhaustive or continuous to check the quality or quantity of the work, but rather periodic in an effort to guard the Owner against defects or deficiencies in the work of the Contractor.

121460 RE

E

OR

P

IL

SAXETFOETATS

NIGNELANOI

SSE

F DESNEC

TBPE FIRM REGISTRATION NO: F-8609PINNACLE STRUCTURAL ENGINEERS

TIMOTHY C. MEKARU

Wells Fargo Bank Plaza221 N. Kansas StreetSuite 820El Paso, Texas 79901(915) 613‐4576www.pwarch.com


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

3120 Southwest Frwy. Suite 410Houston, Texas 77098

(713) 807-8911Project No. 16052

1095-025-01

9/28

/201

6 2:

55:1

4 P

MP

:\Pro

ject

s\pr

ojec

ts 1

6\16

052

(UT

HS

C M

SB

Gen

erat

or)\

Dra

win

g F

iles\

Str

uctu

ral R

evit\

1605

2 C

DD

raw

ings

.rvt

S.101

GENERAL NOTES


Houston


DG

TM

03/22/2016

215-218R

No. Description Date1 100% CD REVIEW 6/27/20162 ISSUED FOR CONSTRUCTION 9/30/2016

DIGITALLY SIGNED: 09/28/2016

1

S.301

5

EXISTING CMU WALL

GENERATOR

NOTE:1. FIELD VERIFY ALL CONDITIONS & DIMENSIONS

PRIOR TO FABRICATION/CONSTRUCTION.

2

S.301

NEW GENERATOR PAD

TYP. @ PAD

5

6

S.301

EXISTING WF BEAM

FIELD VERIFY

2'-0" MUFFLER MFR.COORD. W/

W8X

10

W8X

10

EXIS

TIN

G 4

8LH

16

EXIS

TIN

G 4

8LH

14

MUFFLER

5

S.301

9

S.301

PLAN NOTE:1. FIELD VERIFY ALL CONDITIONS & DIMENSIONS

PRIOR TO FABRICATION/CONSTRUCTION.

3

S.301

EXIS

TIN

G R

OO

F JO

IST

EXIS

TIN

G R

OO

F JO

IST

EXIS

TIN

G R

OO

F JO

IST

EXIS

TIN

G R

OO

F JO

IST

EXIS

TIN

G R

OO

F JO

IST

HSS

6x4

x1/4

(LSH

)SP

ACE

NEW

HSS

AT

4'-0

" MAX

, VER

TIC

ALLY

10

S.301 TYP.

TYP. AT WF BEAMATTACHMENT

FIELD VERIFY

27'-8"

(FIE

LD V

ERIF

Y)

13'-1

1/2

"

5

REMOVE EXISTING RAISED CONCRETE PADDOWN TO PENTHOUSE SLAB LEVEL.DO NOT DAMAGE OR PENETRATE FLOOR SLAB.

EXISTING RAISED PAD

REMOVE EXISTINGSIDING & LIGHT GAUGEFRAMING. CUT ANY CMUANCHORS TO MINIMIZEDAMAGE TO BLOCKS

REMOVE EXISTING MECHANICAL LOUVERDO NOT REMOVE OR DAMAGE STEEL CHANNELSOR BRACES ABOVE LOUVER

121460 RE

E

OR

P

IL

SAXETFOETATS

NIGNELANOI

SSE

F DESNEC


TIMOTHY C. MEKARU



Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.


Ph. 713.780.7563 Fax.713.780.9209

Keyplan


(713) 807-8911Project No. 16052

1095-025-01

3/8" = 1'-0"

9/28

/201

6 2:

55:1

4 P

MP

:\Pro

ject

s\pr

ojec

ts 1

6\16

052

(UT

HS

C M

SB

Gen

erat

or)\

Dra

win

g F

iles\

Str

uctu

ral R

evit\

1605

2 C

DD

raw

ings

.rvt

S.201

FRAMING PLANS


Houston


DG

TM

03/22/2016

215-218R

3/8" = 1'-0"1 Generator Room Plan at Floor

3/8" = 1'-0"2 Generator Room Plan at Roof

3/8" = 1'-0"3 Demolition Plan



Penthouse Level0' - 0"

EXISTING CMU

EXISTING SLAB

NEW LOUVER,RE: ARCH.

LOUVER SUPPORT ANDATTACHMENTS PERLOUVER SUPPLIER

LOUVER TO BE DESIGNEDFOR 61PSF OUT-OF-PLANEWIND (ULTIMATE)

7/8" DIAM. A36THREADED ROD

NEW ANGLE PER 7/S3.01

THREADED ROD CLIPTO JOIST RATED FOR1,000 LB MIN

EXISTINGJOIST

NOTE:PRIMARY SUPPORT FOR MUFFLER SHALL BE PROVIDED BY WF BEAMS.ATTACHMENT TO EXISTING ROOF JOIST ALLOWED FOR STABILITY ONLY.

L6x6x5/168'-0" MAX.

LOCATE ROD LESSTHAN 3" FROM JOISTPANEL POINTTACK WELD NUT, TYP.

EXISTING CMU

(4) - 1/4"Ø HILTI KWIK-CONN IIOR EQUIVALENT W/ MIN.1 3/4" EMBED.

1/2" PLATE

WF BEAM,SEE PLAN

1/43 SIDES

1 1/

2" (T

YP.)

3 SIDES

1'-0"

1'-0

"

DOUBLE ANGLE CONNECTOR1/4" MIN. THICKNESS

GENERATOR

6"GENERATOR ATTACHMENTSPER GENERATOR SUPPLIER

NEW 4" THICK CONCRETE PAD- REINF. W/ #3 @ 12" O.C. EA. WAY, TOP

EXISTING SLAB

#4 DWLS. @ 18" O.C.- DRILL & SET IN EPOXY(3" MIN. EMBED.)

2'-0"

EXISTING ROOF

EXISTING ROOF DECK

EXISTINGJOIST

EXISTING WF BEAM

EXISTINGCHANNEL

NEW LOUVERRE: ARCHLOUVER SUPPORT AND

ATTACHMENTS PERLOUVER SUPPLIER

EXISTING BRACE

EXISTINGEDGE ANGLE

EXISTINGEXTERIORFINISH

EXISTINGANGLEMUFFLER

RE: ELECTRICALPLANS & SPECS

THREADED ROD CLIPTO BEAM RATED FOR1,000 LB MIN

WF BEAM,SEE PLAN

7/8" DIAM. A36THREADED ROD

ROD ATTACHMENT TOMUFFLER ASSEMBLY PERMUFFLER SUPPLIER

HSS6X4X1/4 (LSH)@ 4'-0" O.C. (VERTICAL)

L3X3X1/4 X 0'-5" (TYP.)

(2) - 1/4"Ø HILTI KWIKCONN II OR EQUIV. W/MIN. 1 3/4" EMBED. ATEA. ANGLE

EXTERIOR FINISHRE: ARCH.

GENERATORFLANGE

NEW LOUVERRE: ARCH

4

S.301

LOUVER TO BE DESIGNEDFOR 61PSF OUT-OF-PLANEWIND (ULTIMATE)

NOTE:FIELD MEASURE SPACE ABOVE NEWLOUVER TO DETERMINE NUMBER OFHSS REQUIRED

4'-0

" O.C

. MAX

.

HSS BEAM,SEE 3/S.301

EXISTINGCMU 1/4

3 SIDES

NOTES:1. DIAGONAL BRACE IS NOT REQUIRED FOR "A" LESS THAN 3".2. PROVIDE DIAGONAL BRACES AT LOCATION OF CONCENTRATED LOADS SUCH AS HEAVY

PIPES, MECHANICAL UNITS, HEAVY LIGHTS & ANY OTHER CONCENTRATED LOADS.3. P = CONCENTRATED LOADS.

LOAD ON BOTTOM CHORD

LOAD ON TOP CHORD

ATTACH AT NEAREST TOPCHORD PANEL POINT

(2) - L2X2X3/16 DIAGONALBRACE (ONE EACH SIDE)- ATTACH IN FIELD

1/8 1

1/8 1MIN.

"A"

(2) - L2x2x3/16 DIAGONALBRACE (ONE EACH SIDE)- ATTACH IN FIELD

1/8 1

1/8 1MIN.

"A"LOAD "P"

ATTACH AT NEAREST BOT.CHORD PANEL POINT

OF PANEL POINT

LOAD "P"

OF PANEL POINT

121460 RE

E

OR

P

IL

SAXETFOETATS

NIGNELANOI

SSE

F DESNEC


TIMOTHY C. MEKARU



Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.


Ph. 713.780.7563 Fax.713.780.9209

Keyplan


(713) 807-8911Project No. 16052

1095-025-01

As indicated

9/28

/201

6 2:

55:1

4 P

MP

:\Pro

ject

s\pr

ojec

ts 1

6\16

052

(UT

HS

C M

SB

Gen

erat

or)\

Dra

win

g F

iles\

Str

uctu

ral R

evit\

1605

2 C

DD

raw

ings

.rvt

S.301

DETAILS


Houston


DG

TM

03/22/2016

215-218R

3/4" = 1'-0"1 SECTION AT FLOOR AT SIDE LOUVER 1/2" = 1'-0"9 SECTION AT MUFFLER SUPPORT

1" = 1'-0"5 WF CONNECTION TO EXISTING CMU WALL

1" = 1'-0"2 SECTION AT NEW SLAB 3/4" = 1'-0"6 SECTION AT ROOF SIDE LOUVER

1/2" = 1'-0"10 MUFFLER SUPPORT ATTACHMENT

1" = 1'-0"3 SECTION AT GENERATOR END (LOUVER)

1 1/2" = 1'-0"4 HSS BEAM CONNECTION TO EXISTING CMU


3/4" = 1'-0"7TYPICAL DETAIL - STIFFENING OF STEEL JOISTFOR CONCENTRTATED LOADS


OFF

AUTOHAND

OFFON

ST

J

LCP

LC

D

RL

K

4

3

T

M

LC

OS

OS

LUMINAIRE WALL MOUNTED

ELECTRICAL ONE-LINE AND CONTROL SYMBOLS

TRANSFER SWITCH

CONNECTION POINT

PANELBOARD

VARIABLE FREQUENCY DRIVE

MAGNETIC MOTOR STARTER

DIGITAL MULTI-METER

DISCONNECT SWITCH, FUSIBLE

FUSE

CURRENT TRANSFORMER

POWER TRANSFORMER

STRIP LUMINAIRE

GROUND

LIGHTING CONTACTOR

MANUAL DIMMER SWITCH

THREE WAY SNAP SWITCH

FOUR WAY SNAP SWITCH

KEY OPERATED SNAP SWITCH

SINGLE POLE SNAP SWITCH

LUMINAIRE

LUMINAIRE - WALL WASH

2'X2' LUMINAIRE

2'X4' LUMINAIRE

LUMINAIRE

QUADRUPLEX RECEPTACLE MOUNTED FLUSH IN FLOOR BOX

DISCONNECT SWITCH, NON FUSIBLE, 30A, 3P UON

DISCONNECT SWITCH, FUSIBLE, 30A, 3P UON

COMBINATION SWITCH STARTER, NEMA SIZE '1' UON

CONDUIT CAPPED

CONDUIT TURNED DOWN

CONDUIT TURNED UP

SINGLE RECEPTACLE, SUBSCRIPT IS DEFINED AS FOLLOWS:a = NEMA 6-30Rb = 480V, 3-PHASE PLUS GND, 50A, HUBBELL #CS8165C, OASc = NEMA 15-30R

ELECTRICAL PLAN SYMBOLS

POWER/DISTRIBUTION PANELBOARD

LIGHTNING PROTECTION AIR TERMINAL

GROUND ROD

EQUIPMENT ENCLOSURE

OVERLOAD

SPACE HEATER

1'X4' LUMINAIRE

1'X4' LUMINAIRE - EMERGENCY POWER



LUMINAIRE - EMERGENCY POWER

TWIN HEAD WALL MOUNTED EMERGENCYLUMINAIRE - BATTERY OPERATED

EXIT SIGN WITH DIRECTIONAL ARROWSAS INDICATED SHADING INDICATESNUMBER OF FACES & CONFIGURATION

RAISE/LOWER SWITCH

OCCUPANCY SENSOR CEILING MOUNTED-360° COVERAGE - DUAL TECHNOLOGY

MANUAL TIMER SWITCH - O - 2 HOUR

DM

OPEN DELTA CONNECTED

SURGE PROTECTIVE DEVICE

DELTA CONNECTED

WYE CONNECTEDCONTROL PANEL

LIGHTNING PROTECTION CONDUCTORLP

GROUNDING CONDUCTORG

EMERGENCY PANELBOARD-FLUSH MOUNTED

HOMERUN - TWO PHASE, ZERO, ONEOR TWO NEUTRAL AS SCHEDULED BY TICKMARKS, ONE GROUNDING CONDUCTOR

HOMERUN - THREE PHASE, ZERO, ONEOR THREE NEUTRAL AS SCHEDULED BY TICKMARKS, ONE GROUNDING CONDUCTOR

MOTOR SINGLE PHASE - HP AS NOTED

X

POLE MOUNTED LUMINAIRE

TRACK LIGHTING SYSTEM

LOCAL ROOM CONTROL FOR DIMMINGAND/OR LIGHTING CONTROL SYSTEM.

SINGLE RECEPTACLE MOUNTED FLUSH IN FLOOR BOX

SINGLE RECEPTACLE, SPECIAL PURPOSE MOUNTED

DUPLEX RECEPTACLE MOUNTED FLUSH IN FLOOR BOX

Y SUBSCRIPT DENOTES

WP WEATHERPROOFGFCI GROUND FAULT CIRCUIT INTERRUPTERIG ISOLATED GROUNDE EMERGENCYCM MOUNTED FLUSH IN CEILING OR

SURFACE OF STRUCTURE ABOVE

OCCUPANCY SENSOR WALL MOUNTED - DUAL TECHNOLOGY

JUNCTION OR PULLBOX, WALL MOUNTED

JUNCTION OR PULLBOX, FLUSH MOUNTED IN FLOOROR FLOORBOX AS NOTED ON PLANS

JUNCTION OR PULLBOX, CEILING MOUNTED

LIGHTING AND APPLIANCE BRANCH CIRCUITPANELBOARD - SURFACE MOUNTED

POWER/DISTRIBUTION PANELBOARD

GROUNDING SYSTEM TEST WELL

DIGITAL MULTI-METER

CONDUIT EXPOSED

CONDUIT EMBEDDED

MOTOR THREE PHASE - HP AS NOTED

CONTACTOR COIL

SELECTOR SWITCH

TWO SPEED MOTOR - HP AS NOTED

HOMERUN - ONE PHASE - ONE NEUTRAL,ONE GROUNDING CONDUCTOR

CONTINUATION

EMERGENCY PANELBOARD-SURFACE MOUNTED

CIRCUIT BREAKER WITHSHUNT TRIP COIL

SURGE SUPRESSOR, METAL OXIDEVARISTOR (MOV) MAXIMUMCONTINUOUS OPERATING VOLTAGE(MCOV) AS NOTED

METER

1/4

CONTROL RELAY

CONTACT, NORMALLY OPEN

CONTACT, NORMALLY CLOSED

INDICATING LAMP, COLORAS NOTED, R RED, GGREEN, A AMBER, W WHITE

SELECTOR SWITCH, ON-OFF

NORMALLY OPEN PUSHBUTTON,

GROUNDED WYE

EXIT SIGN WALL MOUNTED

DIRECTION ARROW FOR EXIT SIGN

DIRECTION ARROW FOR EXIT SIGN

LIGHTING CONTROL PANEL

LIGHTING AND APPLIANCE BRANCH CIRCUITPANELBOARD - FLUSH MOUNTED

GENERATOR THREE PHASE SIZE AS NOTED

LUMINAIRE WALL MOUNTED - EMERGENCY POWER

STRIP LUMINAIRE - EMERGENCY POWER

QUADRUPLEX RECEPTACLE

DUPLEX RECEPTACLE

M1/6

KEY INTERLOCKK

M

CP

SPD

STARTER, NEMA SIZE '1' UON

ABBREVIATIONS

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

LUMINAIRE FLUSH MOUNTEDX

LUMINAIRE FLUSH MOUNTED - EMERGENCY POWERX

NORMALLY CLOSED PUSHBUTTON,MAINTAINED CONTACT

MOMENTARY CONTACT

VIBRATION SWITCH

FLUSH IN FLOOR BOX

- SURFACE MOUNTED

- FLUSH MOUNTED

MOLDED OR INSULATEDCASE CIRCUIT BREAKER

DISCONNECT SWITCH, NON-FUSIBLE

CURRENTTRANSFORMER, ZEROSEQUENCE

VOLTAGE OR POWER TRANSFORMER

PROTECTIVE RELAY FUNCTION,ANSI DESIGNATION AS NOTED

SELECTOR SWITCH,HAND-OFF-AUTOMATIC

PUSHBUTTON,MAINTAINED CONTACT

GENERATOR THREEPHASE SIZE AS NOTED

MOTOR, THREE-PHASE,HP AS NOTED

TWO SPEED MOTOR- HP AS NOTED

MOTOR, SINGLE PHASE,HP AS NOTED

SUBSCRIPT DENOTESX LETTER DENOTES TYPE

SINGLE POLE HP RATED MOTORDISCONNECT SWITCH

20

SINGLE POLE SNAP SWITCH WITH WEATHERPROOFCOVER

a

Y

Y

Y

Y

Y

Y

WP

RELAY

TRANSFORMER

ENCLOSED CIRCUIT BREAKERTYPE AND SIZE AS NOTED

PUSH BUTTON

KIRK KEY INTERLOCK

BUZZER

BELL

K

R

DM

VS

R

M

VFD

CB

T

S

S

S

S

S

S

S

S

S

S

J

J

EXISTING PANELBOARDSURFACE MOUNTED

EXISTING PANELBOARDFLUSH MOUNTED

AMPERESALTERNATING CURRENT, AIR COMPRESSORAIR COOLED CHILLERAIR DRYERAMPERE FRAMEABOVE FINISHED FLOORABOVE FINISHED GRADEAIR HANDLING UNITAMPERES INTERRUPTING CAPACITYALUMINUMARCHITECT, ARCHITECTURALAMPERE TRIPAUTOMATIC TRANSFER SWITCHAUXILIARYAUDIO VISUALAMERICAN WIRE GAUGE

BOILERBALLAST FACTORBUILDING AUTOMATION SYSTEMBOILER CONTROL PANELBOILER FEEDWATER PUMPBREAKERBUILDINGBOILER FORCED DRAFT FANBOILER INDUCED DRAFT FAN

CENTERLINECONDUITCLEAN AGENT FIRE SUPPRESSION SYSTEMCHILLER AUXILIARY OIL PUMPCABLE TELEVISION SYSTEMCIRCUIT BREAKERCHILLER CONTROL PANELCLOSED CIRCUIT TELEVISION SYSTEMCONDENSATE PUMPCHILLERCHILLED WATER PUMPCIRCUITCEILINGCOMMUNICATIONS MANHOLECOAXIAL CABLECONTINUATIONCOORDINATION, COORDINATECONTROL PANELCONTROL POWER TRANSFORMERCOLLEGE STATION UTILITIESCURRENT TRANSFORMER, COOLING TOWERCOOLING TOWER FANCONTROLLER, CENTERCOPPER, CONDENSING UNITCONSTANT VOLUME TERMINAL UNITCONDENSER WATER PUMP

DEAERATORDATA AND/OR COMMUNICATIONDUCT BANKDIRECT CURRENTDISTRIBUTED CONTROL SYSTEMDIRECT DIGITAL CONTROLDEMOLITIONDEIONIZED WATER PUMPDIVISIONDOUBLE POLE, DOUBLE THROWDOUBLE POLE, SINGLE THROWDRAWINGDOMESTIC WATER PUMP

EMERGENCYEACHEMPTY CONDUITELECTRIC DRINKING FOUNTAINEXHAUST FANEQUIPMENT GROUNDELECTRONIC GRADE PANELEMERGENCY LIFE SAFETYENERGY MANAGEMENT SYSTEMELECTRIC METALLIC TUBINGETHYLENE-PROPYLENE RUBBERELECTRIC INSTANT WATER HEATEREXISTING

FIRE DETECTION AND ALARM SYSTEMFAN COIL UNITFAN-CONSTANT VOLUME TERMINAL UNITFULL LOAD AMPSFIBER OPTIC(S)FIRE PUMPFIRE SMOKE DAMPERFUTUREFULL VOLTAGE NON-REVERSINGFAN-VARIABLE VOLUME TERMINAL UNIT

POLEPUBLIC ADDRESSPULL BOXPRIMARY CHILLED WATER PUMPPOWER DISTRIBUTION UNITPOWER FACTORPOWER FACTOR CORRECTION CAPACITORPHASEPASSIVE INFRAREDPROGRAMMABLE LOGIC CONTROLLERPOWER MANHOLEPAD MOUNTPANELBOARDPROGRAMMED STARTPOLYVINYL CHLORIDEPVC COATED RIGID GALVANIZED STEEL CONDUIT

RIGID ALUMINUM CONDUITRECEPTACLEREFER TO, REGARDING, REFERENCEREMOTE FIRE DETECTION & ALARM PANELRIGID GALVANIZED STEEL CONDUITRAISE-LOWERROOT MEAN SQUAREREVERSE OSMOSIS PUMPRAPID STARTRESISTANCE TEMPERATURE DETECTORREDUCED-VOLTAGE AUTO TRANSFORMER

SUPERVISORY CONTROL & DATA ACQUISITIONSCHEDULESECONDARY CHILLED WATER PUMPSEWAGE EJECTOR PUMPSUPPLY FANSHIELDEDSUMP PUMPSURGE PROTECTION DEVICESINGLE POLE, DOUBLE THROWSINGLE POLE, SINGLE THROWSTAIRWELL PRESSURIZATION FANSTAINLESS STEELSOLID STATE OVER LOADSTANDARDSHIELDED TWISTED PAIRSWITCHSWITCHBOARDSWITCHGEARSYMMETRICALSYNCHRONOUS

TELECOMMUNICATIONSTURBINE OIL PUMPTWISTED SHIELDED PAIRTRANSIENT VOLTAGE SURGE SUPPRESSORTYPICAL

UNDERGROUNDUNIT HEATERUNDERWRITER'S LABORATORYUNLESS OTHERWISE NOTEDUNINTERRUPTIBLE POWER SUPPLYUNSHIELDED TWISTED PAIR

VOLTSVOLT AMPERESVOLTS ALTERNATING CURRECTVOLT AMPERES REACTIVEVOLTS DIRECT CURRENTVARIABLE FREQUENCY DRIVEVACUUM PUMPVOLTAGE TRANSFORMERVARIABLE VOLUME TERMINAL UNIT

WIREWITHWIRE GUARDWATER HEATERWEATHERPROOF

TRANSFORMER

WYE

IMPEDANCE

A,AMPACACCADAFAFFAFGAHUAICALARCHATATSAUXAVAWG

BBFBASBCPBFPBKRBLDGBFDFBIDF

CLCCAFSSCAOPCATVCBCCPCCTVCDPCHCHPCKTCLGCMHCOAXCONTCOORDCPCPTCSUCTCTFCTRCUCVCWP

DADATACOMDBDCDCSDDCDEMODIPDIVDPDTDPSTDWGDWP

E, EMEAECEDFEFEGEGPELSEMSEMTEPREIWHEXIST

FAFCUFCVFLAFOFPFSDFUTFVNRFVV

PPAPBPCHPPDUPFPFCCPHPIRPLCPMHPMTPNLPSPVCPVC-RGS

RACRCPTRERFAPRGSRLRMSROPRSRTDRVAT

SCADASCHSCHPSEPSFSHLDSPSPDSPDTSPSTSPFSSSSOLSTDSTPSWSWBDSWGRSYMLSYNCH

TELECOMTOPTSPTVSSTYP

UGUHULUONUPSUTP

VVAVACVARVDCVFDVPVTVV

WW/WGWHWP

XFMR

Y

Z

FIRE ALARM SYMBOLS

F

MFAP

FSD

MANUAL FIRE ALARM PULL STATION

FIRE/SMOKE DAMPER

MAIN FIRE DETECTION & ALARM PANEL

FAAP FIRE ALARM ANNUNCIATOR PANEL

FS FIRE ALARM FLOW SWITCH

TS FIRE ALARM TAMPER SWITCH

SMOKE DETECTORS

HEAT DETECTORH

RM FIRE ALARM RELAY MODULE

F FIRE ALARM SPEAKER STROBE

V FIRE ALARM VISUAL NOTIFICATION DEVICE

F FIRE ALARM SPEAKER STROBE - CEILINGMOUNTED

DUCT MOUNTED SMOKE DETECTORD

SWITCHED RECEPTACLEY

GEAR AUXILIARY OIL PUMPGENERATORGROUND FAULT CIRCUIT INTERRUPTERGROUND FAULT EQUIPMENT PROTECTIONGROUNDGENERATOR REMOTE ANNUNCIATOR PANELGAS-FIRED WATER HEATER

HOTHIGH INTENSITY DISCHARGEHARMONIC MITIGATING TRANSFORMERHAND OFF AUTOMATICHORSEPOWERHIGH PRESSURE SODIUMHIGH RESISTANCE GROUNDHEATING, VENTILATING, AND AIR CONDITIONINGHOT WATER CIRCULATING PUMPHEATING WATER PUMP

INPUT/OUTPUTISOLATED GROUNDINFRAREDIRRIGATIONINSTANT START

JUNCTION BOXJOCKEY PUMP

KILO, THOUSANDKILOAMPERESTHOUSAND AMPERES INTERRUPTINGCAPACITYTHOUSAND CIRCULAR MILSKILOVOLTKILOVOLT AMPERESKILOWATTKILOWATT-HOUR

LIGHTINGLIGHTING CONTACTORLIGHTING CONTROL PANELLIGHT EMITTING DIODELIGHTNING PROTECTIONLOCAL-REMOTELOCKED ROTOR AMPERESLONG TIME, SHORT TIMELONG TIME, SHORT TIME, INSTANTANEOUSLONG TIME, SHORT TIME, GROUNDLONG TIME, SHORT TIME, INSTANTANEOUS,GROUNDLONG TIME, INSTANTANEOUSLONG TIME, INSTANTANEOUS, GROUND

MILLIAMPSMAXIMUMMAIN CIRCUIT BREAKERMOTOR CONTROL CENTERMOTOR CIRCUIT PROTECTORMECHANICALMAIN FIRE DETECTION & ALARM PANELMANUFACTURERMETAL HALIDEMAIN LUGS ONLYMETAL OXIDE VARISTORMOUNTEDMEDIUM VOLTAGE CABLE 90C, 105CMEGA VOLT AMPERESMEGA WATTS

NEUTRALNORMALLY CLOSEDNATIONAL ELECTRICAL CODENATIONAL ELECTRICAL MANUFACTURER'SASSOCIATIONNOT IN CONTRACTNORMALLY OPENNUMBERNOT TO SCALE

OR APPROVED SUBSTITUTIONOVERCURRENT PROTECTIVE DEVICEON CENTEROWNER FURNISHED, CONTRACTOR INSTALLEDOWNER FURNISHED, OWNER INSTALLEDOVERHEADOVERLOAD

GAOPGENGFCIGFEPG, GNDGRAPGWH

HHIDHMTHOAHPHPSHRGHVACHWCHWP

I/OIGIRIRRIS

J, JBJP

KKAKAIC

KCMILKVKVAKWKWH

LTGLCLCPLEDLPLRLRALSLSILSGLSIG

LILIG

mAMAXMCBMCCMCPMECHMFAPMFRMHMLOMOVMTDMV-90, 105MVAMW

N, NEUNCNECNEMA

NICNO#NTS

OASOCPDOCOFCIOFOIOHOL

52

STRESS CONE

LUMINAIRE SCHEDULE

TYPEMANUFACTURERAND CATALOG NUMBER

FA

FX

LITHONIA #VAP-4000LM-PCL-MD-MVOLT-40K-STSL-CMB-DL

4' INDUSTRIAL STRIP FLOURESCENT ENCLOSED,BAKED ENAMEL FINISH, PLOYCARBONATE LENS,DAMP LOCATION LISTED, STAINLESS STEELLATCHES.

120/277

LED4000 LUMENS80CRI

MOUNT TOUNISTRUTHUNG FROMSTRUCTURE10' AFF

44

LED DRIVER, L85 @ 60,000 HRS.<20% THD, BF .088 MIN

6

DESCRIPTION VOLTAGE LAMPS MOUNTINGMAXWATTS

REMARKS

COLUMBIA

DAYBRITE

COLUMBIA

DAYBRITE

LITHONIA #EU2-LED-M12 LED EMERGENCY LIGHTING UNIT.SURFACE LED DRIVER

120/2772-1.8W LEDLAMPS

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,


TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

RYAN A. VANCE

100222

Tx. Registration # F-2113

Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

NO SCALE

10/3

/2016 2

:04:5

2 P

MC

:\U

sers

\rvance\D

ocum

ents

\1095-0

25-0

1_E

lec_R

15_rv

ance.r

vt

E001

ELECTRICAL LEGEND SYMBOLSAND ABBREVIATIONS


Houston


RAV

CB

09/30/2016

1095-025-01

DRAWING LIST - ELECTRICAL

E001 ELECTRICAL LEGEND SYMBOLS AND ABBREVIATIONS

E010D ELECTRICAL ONE LINE DIAGRAMS - DEMOLITION

E010R ELECTRICAL ONE LINE DIAGRAM - RENOVATION

E100 ELECTRICAL SITE PLAN

E200 GROUND LEVEL ELECTRICAL PLAN

E201 LEVEL 1 ELECTRICAL PLAN



E208 PENTHOUSE ELECTRICAL PLAN

E308 PENTHOUSE ENLARGED ELECTRICAL PLAN

E401 CRANE AND BUILDING ELEVATION

E701 ELECTRICAL PANELBOARD SCHEDULES


1 100% CD REVIEW 06/24/2016

2 ISSUED FOR CONSTRUCTION 09/30/2016

09/30/2016

MAIN BUS

PARALLELING SWITCHGEAR PSE5KV, 2000A, 3PHASE, 3WIRE W/GND,250MVALOCATED IN PENTHOUSE

GEN 11#4/0

DM

GEN 2

DM

800KW0.8PF4160Y/2400VDIESEL GENSET

800KW0.8PF4160Y/2400VDIESEL GENSET

2

4200-120V

2

4200-120V

DM

2

4200-120V

NORMAL MAINPOWER FEEDFROM MAINSWITCHGEAR - PSA

3#2/0MV-105 5KV133% SHD,1#2/0 600V GND3"C

3#2/0MV-105 5KV133% SHD,1#2/0 600V GND3"C

1#4/0

N.C52

N.C52N.O

52N.O

52

GROUND BUS

2500/3125KVA4.16KV-480Y/277V

5-3"C EA/W3-500KCMIL1-250KCMIL GND

SWGR1200A, 5KV3PH,3W

4000AS4000AF

4000ATLIG

800AS800AF

400ATLIG

SWGR USHGB4000A,480Y/277V3PH,4W, 65KAIC


SWGR USHGA4000A,480Y/277V3PH,4W, 65KAIC

1000/1150KVA4.16KV-480Y/277V



1600AS1600AF

1600ATLIG

800AS800AF

400ATLIG

SWGR USHXA2000A,480Y/277V3PH,4W, 65KAIC

2500/3125KVA4.16KV-480Y/277V

4000AS4000AF

4000ATLIG

40

00A

S40

00A

F

40

00A

TLIG

FROMPSWGRA

FROMPSWGRB

750KVA4.16KV-480Y/277V


1200ATLIG

SWGR USHXB1200A,480Y/277V3PH,4W, 65KAIC


SWGR USHXC1200A,480Y/277V3PH,4W, 65KAIC

750KVA4.16KV-480Y/277V

1200ATLIG

12

00A

TLIG

N.C52

N.C52

750KVA4.16KV-480Y/277V


1200ATLIG

SWGR USHXD1200A,480Y/277V3PH,4W, 65KAIC


SWGR USHXE1200A,480Y/277V3PH,4W, 65KAIC

1200ATLIG

12

00A

TLIG

N.C52

EXISTINGCUMMINSGENERATOR

EXISTINGCUMMINSGENERATOR

1200AATS ETSPSECONDFLOOR

1200A PNL EPASECOND FLOOR

400AMANUALXFER SWMTS

FIRST FLOOR400A PNL GDHXD1

N.O.N.C. N.C.N.O. N.O.N.C.

N.C52

FROMPSWGRA

N.C52

FROMPSWGRB

EXISTING480Y/277VDIESEL GENSET OUTSIDEREFER TO SHEET E100

2-4"C EA/W8-350 KCMIL1#3/0 GND

1

HRG HRG

DM

2

4200-120V

NORMAL MAINPOWER FEEDFROM MAINSWITCHGEAR - PSB

N.C52

2 2

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,


TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

RYAN A. VANCE

100222


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

NO SCALE

10/3

/2016 2

:04:5

8 P

MC

:\U

sers

\rvance\D

ocum

ents

\1095-0

25-0

1_E

lec_R

15_rv

ance.r

vt

E010D

ELECTRICAL ONE LINEDIAGRAMS - DEMOLITION


Houston


RAV

CB

09/30/2016

1095-025-01

NO SCALE1

5KV PARALLELLING SWITCHGEARDEMOLITION

KEYED NOTES - E010D

1 REMOVE CONDUIT AND CONDUCTORS BETWEENEMERGENCY SIDE OF ATS ETSP AND OUTSIDEGENERATOR. CAP CONDUITS ON FIRST FLOORWHERE THEY PENETRATE THE AIR SHAFT WALLTO BELOW GRADE.

2 GENERATOR CONTROLLER TO BE REPLACEDWITH NEW CUMMINS PCC 3.3 CONTROLLER. SEESWITCHGEAR PLANS.

GENERAL NOTES - E010D

A EXISTING EQUIPMENT TO REMAIN AND SHOWNLIGHT. DEMOLITION WORK SHOWN BOLD.REFER TO SWITCHGEAR REPLACEMENTPROJECT FOR ADDITIONAL DEMOLITION WORK.


1 100% CD REVIEW 06/24/2016


09/30/2016

MAIN BUS

DM

PARALLELINGSWITCHGEAR PSE5KV, 1200A, 3PHASE, 3WIRE W/GND, 250MVALOCATED IN PENTHOUSE - SEE E208

2

4200-120V

DM

2

4200-120V

NORMAL MAINPOWER FEEDFROM MAINSWITCHGEAR - PSWGR

3#2/0MV-105 5KV133% SHD,1#2 600V GND3"C

EQUIPPEDSPACE

N.C.52N.O.

52

GROUND BUS

3-500 KCMILMV-105 5KV133% SHLD,1#4/0 600V GND4"C

FROMUSHGB

1200AATS ETSPSECONDFLOOR

1200A PNL EPASECOND FLOOR

400AMANUALXFER SW

FIRST FLOOR400A PNL GDHXD1

3

4-3 1/2"C EA/W4-500 KCMIL1#3/0 GND

1

FROMUSHGB

N.C.52

1000/1150KVA4.16KV-480Y/277V


1600AS1600AF

1600ATLIG

800AS800AF

400ATLIG

EXISTINGSWGR USHXA2000A,480Y/277V3PH,4W, 65KAIC

N.O.N.C.

JB3

750KVA4.16KV-480Y/277V

PHASE 1LOAD BANK750KW,480V NEMA 3RON ROOF

3#2/0,MV-105 5KV133% SHLD,1#6 600V GND3"C

4-2 1/2"C EA/W3-350KCMIL#3/0 GND

#4/03/4"C

SWGR LB2000A,480Y/277V3PH,4W, 65KAIC

3-3KV

MOV

2.55KV

MCOV

TO GNDIN GENERATORRM

1600AS1600AF

1200ATLSIG

N.O.52

DMDM

2

4200-120V

2

4200-120V

TO NEWUSHXB SIDE BIN PENTHOUSE

TO NEWUSHXB SIDE AIN PENTHOUSE

PHASE 11500KVA4.16KV-480Y/277V

PHASE 11500KVA4.16KV-480Y/277V

3#2/0MV-105 5KV133% SHLD,1#2/0 600V GND3"C

3#2/0MV-105 5KV133% SHLD,1#2/0 600V GND3"C

3#4/0MV-105 5KV133% SHLD,1#1 600 GND3"C

FUTURE CONDUIT/CONDUCTORS

FUTURE CONDUIT/CONDUCTORS

N.C.52

N.O.52

N.O.52

3#4/0MV-105 5KV133% SHLD,1#1 600 GND3"C

JB4 JB5

JB1 JB2

N.C.52

4

TIE

N.O.BREAKER

52

2

GEN1800KW0.8PF4160Y/2400VNATURAL GASGENSET

RTD

GEN2

RTD

GEN3

RTD

800KW0.8PF4160Y/2400VNATURAL GASGENSET

750KW0.8PF4160Y/2400VNATURAL GASGENSETCUMMINS GTA5O

3KV2.55KVMCOV33

3KV2.55KVMCOV33

3KV2.55KVMCOV33

#4/0,

1"C #4/0,

1"C

NEUTRALGROUNDINGRESISTOR

NEUTRALGROUNDINGRESISTOR

RELAY

MULTILINSR489

(8) 3/C #16 BELDENSHIELDED 2'C

2#12, 1#12G,(OVERSPEEDALARM)2"C

RELAY

MULTILINSR489

RELAY

MULTILINSR489

5

1#4/08KV (140 MIL)2"C

GR

OU

ND

ING

RE

SIS

TO

R

PU

LS

ING

RE

SIS

TO

R

PU

LS

ING

CO

NT

AC

TO

R

A

5IN

HRG CABINET(SPEC 26 13 20)

5

CONTROLS

LGEN3-6,8

GROUND BUS

PHASE 1

1#4/0 600V GND1"C

FROMUSHXB-A/B

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,


TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

RYAN A. VANCE

100222


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

NO SCALE

10/3

/2016 2

:05:0

4 P

MC

:\U

sers

\rvance\D

ocum

ents

\1095-0

25-0

1_E

lec_R

15_rv

ance.r

vt

E010R

ELECTRICAL ONE LINE DIAGRAM- RENOVATION


Houston


RAV

CB

09/30/2016

1095-025-01

NO SCALE1

ELECTRICAL ONE LINE DIAGRAM -RENOVATION

KEYED NOTES - E010R

1 CONNECT TO EXISTING BREAKER IN SWITCHGEAR PSE.

2 CONNECT TO EXISTING BREAKER IN SWITCHGEAR USHXB-A/BPROVIDED IN SWITCHGEAR PROJECT.

3 CONNECT TO EMERGENCY SIDE OF EXISTING ATS ETSP.

4 SWITCHGEAR PSE TO BE INSTALLED UNDER SWITCHGEARPROJECT. EXISTING GENERATORS 1 & 2 WILL BE CONNECTEDTO NEW PSE IN SWITCHGEAR PROJECT. SHOWN HERE FORREFERENCE ONLY.

5 PROVIDED AND INSTALLED UNDER SWITCHGEAR PROJECT.

GENERAL NOTES - E010R

A EQUIPMENT SHOWN LIGHT IS INSTALLED UNDERTHE SWITCHGEAR PROJECT OR EXISTING TOREMAIN. ITEMS SHOWN BOLD ARE NEW WORKTO BE INSTALLED UNDER THIS CONTRACT.

B NOTE THAT SWITCHGEAR PSE SHOWN HEREHAS SAME NAME AS EXISTING SWITCHGEARPSE SHOWN ON E010. PSE SHOWN HERE ISNEW AND WILL BE INSTALLED UNDER THESWITCHGEAR PROJECT. EXISTING SWITCHGEARPSE SHOWN ON E010 WILL BE REMOVED UNDERSWITCHGEAR PROJECT.


1 100% CD REVIEW 06/24/2016


09/30/2016

��

��

RO

SS

ST

ER

LIN

G A

VE

.

RO

SS

ST

ER

LIN

G A

VE

.

FANNIN ST.

��

��

��

DA

YC

AR

E C

EN

TE

R

HOUSTON MEDICALSCHOOL

UNIVERSITY OF TEXAS

JESSE H. JONESLIBRARY BULDING

GARAGE NO. 3

WEBBER PLAZA

��

��

��

�

��

ii

i

� �

l��

��

I I

I

I

I

I

I

I

I

I

I

I

��

��

��

��

��

��

� ��

�� !

� ��

� ��

��

��

� ��

��

� ��

� ��

�

��

��

��

��

� ��

� ��

��

��

��

��

�

��

� ��

�

�

�

��

��

��

��

� ��

� ��

� ��

� ��

��

��

��

� ��

� ��

� ��

��

��

��

��

� ��

� ��

� ��

��

��

��

��

�

��

� ��

�

�

�

��

� ��

��

��

��

� ��

� ��

� ��

� ��

��

��

��

��

� ��

� ��

� ��

��

��

��

��

��

��

��

��

"��#

��#

��#

��#

��#

��#

��

1

2

3

4

5

OUTSIDEDIESELGENERATOR

PENTHOUSE ROOF OUTLINE

GROUND LEVEL

BUILDING OUTLINE

SUPPLYAIRSHAFT

EXHAUSTAIR SHAFT

SUPPLYAIRSHAFT

EXHAUSTAIR SHAFT

LOCATION OFNEW GEN3

LOCATION OFEXISTING GEN2TO REMAIN

1

E401

LOCATION OFEXISTING GEN1TO REMAIN

EXISTINGAIRSHAFT

6

FUELSTORAGETANK

E3081

SEE4/E200

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,

NORTH


0'

TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

RYAN A. VANCE

100222


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.

1" = 20'-0"

20' 40'


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

True

1" = 20'-0"

10/3

/2016 2

:05:1

0 P

MC

:\U

sers

\rvance\D

ocum

ents

\1095-0

25-0

1_E

lec_R

15_rv

ance.r

vt

E100

ELECTRICAL SITE PLAN


Houston


RAV

CB

09/30/2016

1095-025-01

1" = 20'-0"1SITE AND ROOF ELECTRICAL PLAN

KEYED NOTES - E100

1 SUGGESTED CRANE LOCATION. RIGGINGCONTRACTOR MAY PROPOSE ALTERNATELOCATION. THE SELECTED CRANE LOCATIONMUST BE COORDINATED WITH THE OWNER'SDESIGNATED REPRESENTATIVE ONE WEEK INADVANCE OF CRANE ARRIVING AT THE PROJECTSITE. SEE TRAFFIC CONTROL PLAN T1.0.

2 SUGGESTED EQUIPMENT DROP-OFF/PICK-UPLOCATION.

3 APPROXIMATE CRANE BOOM RANGEASSOCIATED WITH SUGGESTED CRANELOCATION FOR INSTALLATION OF NEW GEN3. SEEDETAIL 1/E401.

4 ROOM P.102D. NEW GEN3 SHALL BE INSTALLED INROOM P.102D VIA ADJACENT EXHAUST AIRSHAFT. CURRENTLY THE EXHAUST AIR LOUVERDOES NOT EXIST. THE SHEET METAL WALL/BEAMWILL NEED TO BE REMOVED. NEW GENERATORTO BE DELIVERED TO THE SITE IN SEPARATECOMPONENTS: ALTERNATOR, ENGINE, RADIATORAND FRAME BROKEN IN TWO PIECES.COORDINATE WITH CUMMINS. REFER TOARCHITECTURAL DRAWINGS FOR DETAILS ONTHE WALL / EXHAUST LOUVER.

5 EXISTING OUTDOOR GENERATOR AND DIESELTANK, LOCATED AT GROUND LEVEL, TO BEDISCONNECTED AND REMOVED. THISCONTRACTOR SHALL BE RESPONSIBLE FORREMOVING THE GENERATOR AND TANK FROMSITE, INCLUDING ALL ACCESSORIES, MASONRYENCLOSURE WALLS, ETC. DELIVER GENERATORTO CAPITAL ASSEST MANAGMENT AT OCB 1851CROSSPOINT HOUSTON, TX, 77054. CONFIRMLOCATION WITH UTHSC. MANIFEST OF DIESELDISPOSAL SHALL BE PROVIDED TO UTHSC.

6 MAIN EMERGENCY SERVICECONDUITS/CONDUCTORS ROUTED IN BASEMENT.REMOVE CONDUITS AND CONDUCTORS BACK TOATS ETSP. CAP CONDUITS WHERE THEYPENETRATE AIR SHAFT WALL TO BELOW GRADE.REFER TO E201 AND E202 FOR CONDUIT ROUTE.ETSP IS LOCATED ON LEVEL 2.

GENERAL NOTES - E100

A COORDINATE ELECTRICAL WORK WITHARCHITECT, STRUCTURAL, MECHANICAL, ANDPLUMBING SO AS TO AVOID INTERFERENCEWITH OR COMPROMISE OF OTHER SYSTEMS.


1 100% CD REVIEW 06/24/2016


09/30/2016

G.533

G.5H1

G.4H1

G.3H1

G.0H1

G.420F1

G.400-3

G.400A2

G.520-10

G.606F

G.606E

G.606DG.606C

G.606BG.606A

G.550I

G.550H

G.550G

G.550F

G.550E

G.550D

G.550C

G.550B

G.550AG.400-2G.400-1

G.150G-3

G.150G-4

G.150G-1

G.150G-2G.150H

G.150-1

G.300F

G.300-1

G.420-4G.420-3

G.420-2 G.420-1

G.050

G.520-9

G.520-8

G.520-7

G.520-6

G.520-5

G.520-4

G.520-3

G.520-2

G.520-1

G.605J

G.605I

G.605H

G.605GG.605F

G.605EG.605K

G.605GA

G.605L

G.605D

G.605C

G.605B

G.605A

G.2H1

G.1FC1 G.152

G.150N

G.150M

G.150L

G.150KG.150JG.150I

G.150OG.150P

G.150F

G.150E

G.150D

G.150CG.150B

G.150A

G.150

G.400L

G.400K

G.400JG.400I

G.400HG.400G

G.400F

G.400E

G.400D G.400C

G.400A1

G.400A

G.400

G.4TL1G.410

G.4H2

G.420H

G.420G

G.420F

G.420E

G.420DG.420C

G.420B

G.420A

G.420

G.3G1

G.300B

G.300A

G.300

G.300EG.300DG.300C

G.250F

G.250EG.250D

G.240D

G.210B

G.2H2

G.230

G.010

G.000

G.1H1

G.1H2

G.5H3

G.535

G.530

G.5H2

G.5M2

G.520G

G.520F

G.520EG.520D

G.520AG.520B

G.520C

G.520

G.510

G.550

G.6M6

G.605

G.602B

G.606

G.603

G.6H1

G.602

G.604F-1 G.604-2

G.604-1

G.604H

G.604G

G.604F

G.604E

G.604D

G.604C

G.604BG.604

G.6M4

G.6M3

G.5E1G.5M1

G.235

G.2TL1

G.240

G.2E1

G.210C

G.4M2G.2EL2

G.2EL1

G.260C

G.2M2

FRIEGHTELEV

G.1EL9

FRIEGHTELEV

G.1EL10

G.3EL3

G.3EL4

G.1M1

G.000H

G.4EL6

G.4EL5

G.5M4

G.5M3

G.5EL7

G.5EL8

G.000FG.000E

G.000A G.000N G.000G

G.3T1

G.3J1

G.3T2

G.1TC1G.4E1

G.4M1G.5E2

G.5T2

G.5J1

G.5T1

G.100D

G.100

G.100A

G.100C

G.100B

G.000D

G.000B

G.260A

G.240B

G.250CG.250A

G.250B

G.2T1

G.240C

G.260B

G.210A

G.240A

G.2T2

G.2M1

G.230A

G.000C

G.220

G.230C

G.230B

G.240C1

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

A

B

C

D

E

F

G

H

E2002

E2004

OUTSIDEGENERATOR

USHGA XFMR USHGA

3TMR1

USHGB

3TMR1UPS

XFMR USHGB

XF

MR

US

HX

AU

SH

XA

GDHXD1

MANUALTRANSFERSWITCH MTS

C D E F

B A N G

G.150-1

G.1FC1

G.150CG.150B

G.150A

G.150

G.400E

G.400D

G.1H2

FRIEGHTELEV

G.1EL9

FRIEGHTELEV

G.1EL10

G.3EL3

G.3EL4

G.1M1

G.1TC1

7 8

C

D

E

GEN2

EXISTING

GEN1

GEN3

FROM FIRST LEVEL.SEE 2/E201

MECHANICALCHASE

3

E200

1

EXISTING GENERATOR NO. 1REMOTE ANNUNCIATOR

NEW GENERATOR NO. 3REMOTE ANNUNCIATOR

CEILING

CONDUIT FOR GEN3REMOTE ANNUNCIATORFROM GENSETCONTROLLER

FIREALARMTERMINATIONCABINET

SUPPORTCHANNEL

EXISTING GENERATOR NO. 2REMOTE ANNUNCIATOR

GEN3GEN1

GEN2

2

G.5H2

G.5M2

G.5M3

G.5EL7

G.5EL8

G.5E2

G.5T2

G.5J1

G.5T1

15 16

D

E

EMERGENCY FEEDERSTO ATS ETSP

NORMAL FEEDERSTO ATS ETSPSEE 3/E201

3

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,

NORTH

0'


0'

TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

RYAN A. VANCE

100222


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.

1/8" = 1'-0"

8' 16'


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

1/16" = 1'-0"

16' 32'

True

As indicated

10/3

/2016 2

:05:1

8 P

MC

:\U

sers

\rvance\D

ocum

ents

\1095-0

25-0

1_E

lec_R

15_rv

ance.r

vt

E200

GROUND LEVEL ELECTRICALPLAN


Houston


RAV

CB

09/30/2016

1095-025-01

1/16" = 1'-0"1GROUND LEVEL ELECTRICAL PLAN

1/8" = 1'-0"2

GROUND LEVEL CHASEG.1M1/ELEVATOR LOBBY ELECTRICALPLAN

NO SCALE3

WALL ELEVATION GROUND LVLLOOKING SOUTH

1/8" = 1'-0"4

GROUND LEVEL CHASE G.5E2ELECTRICAL PLAN

KEYED NOTES - E200

1 EXTEND CONDUIT TO GEN3 REMOTEANNUNCIATOR AS SHOWN.

2 PROVIDE CONDUCTORS FROM PSE SWITCHGEARON ROOF LEVEL TO LOCATION OF NEW GEN3REMOTE ANNUNCIATOR AS SHOWN.

3 REMOVE CONDUITS TO WHERE THEY TRANSITIONBELOW GRADE AND CAP. REFER TO SHEET E100FOR CONDUIT ROUTE TO THE GENERATOR.


A COORDINATE ELECTRICAL WORK WITHARCHITECTURAL, STRUCTURAL, MECHANICALAND PLUMBING SO AS TO AVOIDINTERFERENCE WITH OR COMPROMISE OFOTHER SYSTEMS.

B EXISTING WORK IS SHOWN LIGHT AND NEWWORK IS SHOWN BOLD.


1 100% CD REVIEW 06/24/2016


09/30/2016

J

1.163

1.162

1.161

1.6H11.4H1

1.5H2

1.5H1

1.3H1

1.150-2

1.150-1 1.150-7

1.150-51.150-4

1.150-6

1.150-3

1.158

1.130

1.616A 1.010A

1.608A

1.114

1.126B1.126A

1.234A

1.1H11.2H1 1.0H1

1.269

1.231

1.156

1.124

1.171

1.EL2

1.EL1

1.EL10 1.EL9

1.EL4

1.EL3

1.001J

1.EL5

1.EL6 1.EL7

1.EL8

1.001F1.001E

1.001G1.001H1.001A1.001B

1.001D1.001C

1.5T1

1.5T2

1.1M21.0M1

1.0E11.2M11.2M21.2M3

1.2J1

1.2T2 1.2T1

1.024

1.195 1.1931.3061.191

1.1M41.1M3

1.1E11.1M1

1.0E2

1.0J1

1.0T21.0T1

1.2611.2J2

1.250

1.308B1.508

1.504

1.1541.502A

1.1521.500

1.502

1.501

1.308

1.304

1.304A

1.0E1A

1.302

1.300

1.022

1.107

1.0E3

1.006

1.006A

1.004

1.002

1.414

1.416

1.010

1.422

1.424

1.428

1.014

1.410A

1.618

1.614

1.608

1.606 1.410

1.602

1.404

1.600

1.604

1.610

1.612

1.616

1.620

1.624

1.248

1.249

1.247A1.247

1.245A1.245

1.246C

1.246D

1.246

1.246A

1.246B

1.244B

1.244

1.244A

1.243

1.242

1.241

1.240A

1.241A

1.240

1.2381.237

1.236

1.234 1.232 1.230

1.228

1.2261.224

1.222

1.220

1.218 1.214

1.212

1.400

1.210

1.209

1.208

1.402

1.204

1.000

1.200 1.196

1.194

1.1921.190

1.188

1.186

1.312

1.180 1.178

1.176

1.174

1.172

1.170

1.1681.167

1.1661.164

1.160

1.150D

1.150-10

1.150-9

1.150G

1.150-8

1.150F

1.150E

1.150C1.150A 1.150B1.132

1.1501.134

1.136

1.128

1.122

1.1261.116

1.1181.112

1.110

1.108

1.1051.022A

1.1061.102

1.100

1.020

1.284

1.282

1.280

1.278

1.434

1.276

1.274

1.270

1.4321.628

1.268

1.266

1.264

1.262

1.260

1.2581.256

1.2571.254

1.252

1.206

1.400A1.402

1.408

1.H03

1.412

1.418

1.426

1.430

1.614A

1.6181.618A

1.622

1.626 1.626A

1.H02

1.008

1.018

1.012 1.026

1.H01

1.150H

1.150F

1.150B 1.150C1.150D1.150E

1.150K

1.150J

1.150I

1.308A

1.206

1.239

1.400A1.402

1.408

1.406

1.H03

1.412

1.418

1.420

1.426

1.430

1.614A

1.6181.618A

1.622

1.626 1.626A

1.H02

1.008

1.018

1.012

1.016

1.026

1.107A

1.H01

1.150H

1.150G

1.150F

1.150B 1.150C1.150D1.150E

1.150K

1.150J

1.150I

1.308A

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

A

B

C

D

E

F

G

H

E2012

E2013

J

C D E F

B A N G

1.010A

1.EL10

1.EL4

1.EL31.2M1

1.0T1

1.414

1.416

1.010

1.422

1.424

1.428

1.014

1.020

1.284

1.280

1.434

1.276

1.0181.018

7 8

B

C

D

E

EXISTINGGEN1

EXISTINGGEN2

DOWN TOGROUND LEVELSEE DETAIL 2/E200

UP TO LEVEL 2.SEE 2/E202 FORCONTINUATION

NEW GEN3

1.163

1.162

1.161

1.1581.156

1.EL7

1.EL8

1.1M3

1.1E1

1.1M1

1.1701.164

1.160

15 16

D

E

F

EMERGENCYFEEDERS TO ATSETSP

NORMAL FEEDERSTO ATS ETSPSEE 3/E202

1

JUNCTION BOX

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,

NORTH

0'


0'

TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

RYAN A. VANCE

100222


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.

1/8" = 1'-0"

8' 16'


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

1/16" = 1'-0"

16' 32'

True

As indicated

10/3

/2016 2

:05:2

6 P

MC

:\U

sers

\rvance\D

ocum

ents

\1095-0

25-0

1_E

lec_R

15_rv

ance.r

vt

E201

LEVEL 1 ELECTRICAL PLAN


Houston


RAV

CB

09/30/2016

1095-025-01

1/16" = 1'-0"1LEVEL ONE ELECTRICAL PLAN

1/8" = 1'-0"2LEVEL ONE CHASE 1.2M1 ELECTRICAL PLAN

1/8" = 1'-0"3LEVEL ONE CHASE 1.1M3 ELECTRICAL PLAN

KEYED NOTES - E201

1 REMOVE CONDUITS, CONDUCTORS ANDJUNCTION BOX.





1 100% CD REVIEW 06/24/2016


09/30/2016

2.026F

2.233A

2.4H1

2.0H1

2.106-22.106-1

2.104-2

2.104-1

2.221PB

2.221PA

2.221PC

2.028-5

2.028-4

2.100B2.113

2.2602.260A

2.010A

2.0H3

2.2H1

2.1H1

2.130C

2.130B

2.114D

2.116D 2.116E

2.116C

2.116

2.100A

2.404A

2.221

2.242A

2.EL1

2.EL2

2.EL4

2.EL3

2.EL92.EL10

2.002J

2.EL6

2.EL5

2.101 2.101B

2.114C

2.112A

2.116B

2.1172.118

2.EL7

2.EL8

2.002F2.002E

2.002G2.002M

2.002D

2.002A2.002B

2.002C

2.1002.208

2.2M2

2.2J1

2.2T2 2.2T1

2.2M32.2M1

2.0M1

2.104B

2.1M2 2.1M3

2.1J1

2.1T2

2.1T1

2.129A

2.129B

2.133B

2.133A

2.1332.0T2

2.0J1

2.0T1

2.294

2.0182.014A

2.2792.2J2

2.129

2.107

2.107A

2.131

2.103B2.105

2.105A

2.103A

2.006

2.424A

2.424

2.428

2.418

2.422

2.430G2.430E

2.430F2.221L

2.221M

2.221E

2.221F

2.221G

2.240

2.242

2.238

2.237

2.233

2.234

2.231A

2.231

2.230A 2.230 2.228 2.226 2.224 2.222

2.219

2.221C

2.221D

2.221N

2.221P

2.218 2.216 2.214 2.212 2.210

2.414

2.408

2.408A

2.404

2.400A 2.400 2.402

2.406

2.410

2.004

2.002

2.000

2.204 2.202 2.200

2.006A

2.101A

2.028-3

2.028-2

2.0282.028-1

2.103

2.104D 2.104

2.104A

2.104C 2.106C

2.106

2.106B 2.106A

2.112

2.112J 2.112I

2.112H2.112G

2.112F2.112E2.112C

2.112B

2.112D

2.114B

2.114

2.114A

2.116A

2.120

2.1192.120B2.120A

2.121

2.122

2.126 2.124

2.122A2.126A

2.130A2.134

2.132 2.132A

2.130

2.132B2.132C2.132D2.132E

2.134B

2.134A

2.135

2.026E2.026D

2.026C

2.026

2.026B2.026A

2.136A2.136

2.136B2.136C

2.136D

2.025A2.025

2.010

2.292 2.0242.020

2.022

2.290

2.014

2.008

2.012

2.2882.2862.284

2.016

2.436

2.434

2.432

2.430A

2.430

2.430D

2.430B

2.430C

2.438

2.221K

2.2802.2782.2762.2742.2722.270

2.221J2.221H

2.269

2.2682.264

2.221H-1

2.221I

2.244

2.246

2.248

2.250

2.252

2.254

2.2622.260B2.2582.256

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

A

B

C

D

E

F

G

H

E2022

E2023

C D E F

B A N G

2.010A

2.EL4

2.EL3

2.EL92.EL10

2.2M1

2.018

2.014A 2.014

2.008

2.012

2.016

7 8

B

C

D

E

GEN1 GEN2

GEN3

DOWN TO FIRSTLEVEL SEE 2/E201FOR CONTINUATION

UP TO LEVEL 7.REFER TO SHEET 2/E207.

1

2

2.116D2.116E

2.116C

2.116

2.116B

2.117

2.118

2.EL7

2.EL8

2.1M3

2.1T1

2.116A

15 16

B

C

D

E

3

EXISTINGXFMR ET2A

EMERGENCY FEEDERSTO ATS ETSP (DEMO)

NORMAL FEEDERSTO ATS ETSPEXISTING

ATS ETSP

EXISTINGPNL EPA

EXISTINGPNL EPB

4

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,

NORTH

0'


0'

TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

RYAN A. VANCE

100222


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.

1/8" = 1'-0"

8' 16'


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

1/16" = 1'-0"

16' 32'

True

As indicated

10/3

/2016 2

:05:3

3 P

MC

:\U

sers

\rvance\D

ocum

ents

\1095-0

25-0

1_E

lec_R

15_rv

ance.r

vt

E202



Houston


RAV

CB

09/30/2016

1095-025-01

KEYED NOTES - E202

1 PROVIDE 1" CONDUIT TO GEN3 REMOTEANNUNCIATOR AS SHOWN.

2 PROVIDE CONDUCTORS FROM GENSET ON ROOFLEVEL TO LOCATION (ON GROUND LEVEL) FORNEW GEN3 REMOTE ANNUNCIATOR AS SHOWN.COORDINATE LOCATION WITH EXISTINGEQUIPMENT.

3 DISCONNECT EMERGENCY FEEDERS TO ATSETSP. REMOVE CONDUITS AND CONDUCTORSBACK TO EXISTING GROUND LEVEL GENERATOR.

4 ROUTE THREE NEW 4" CONDUITS UP TOEMERGENCY SYSTEM IN PENTHOUSE FROM ATSETSP. SEE E207.

1/16" = 1'-0"1LEVEL TWO ELECTRICAL PLAN

1/8" = 1'-0"2LEVEL TWO CHASE 2.2M1 ELECTRICAL PLAN

1/8" = 1'-0"3LEVEL TWO CHASE 2.1M3 ELECTRICAL PLAN





1 100% CD REVIEW 06/24/2016


09/30/2016

7.006C

7.024-47.024-3

7.024-2

7.024-1

7.6H1

7.4H1

7.0H4

7.0H3

7.0H2

7.5H1

7.0H1

7.224A

7.502

7.157C

7.123

7.526A

7.530A 7.528C

7.502A

7.628D

7.617B

7.038C

7.038B

7.522A

7.026

7.026B

7.006B

7.006A

7.167

7.227A

7.223B

7.223A

7.001A

7.528A

7.007D

7.033A

7.033

7.035H7.035G7.035F7.035E

7.035D

7.035C7.035A

7.041A

7.022C

7.406A

7.404F

7.404A

7.400

7.024E

7.0437.047

7.005F 7.005E

7.005C7.005B

7.005

7.005A

7.3H1

7.2H1 7.1H1

7.119

7.514A

7.007FA7.007EA

7.007BA

7.EL2

7.EL1

7.617A

7.614B7.614A

7.614

7.428

7.EL4

7.EL3

7.EL10 7.EL9

7.007B 7.EL6

7.EL5

7.EL7

7.EL8

7.126

7.127

7.076

7.1207.104

7.007NA7.007AA

7.2J1

7.2T2 7.2T1

7.2M3

7.2M2

7.2M1 7.1M1 7.1M2

7.131

7.1T1

7.1T2

7.1J1

7.1M3

7.0T27.0T1

7.0J1

7.256

7.526

7.007DA

7.2J2

7.007CA

7.130

7.129

7.128A7.128

7.128B7.1257.1247.122

7.1217.117

7.1187.1167.1147.1127.1107.108

7.1137.1117.1097.109A

7.103

7.102

7.101

7.099 7.100

7.044A 7.044

7.044B 7.044C7.046B

7.046A

7.046

7.046C7.2007.201

7.2027.203

7.001B

7.001

7.402

7.208A7.2087.208B7.209

7.400A

7.404B

7.2107.211

7.223C

7.2167.2187.220

7.222B

7.222A 7.222

7.224

7.226

7.228A

7.228

7.228B

7.230A

7.230

7.223

7.225

7.227

7.616

7.6127.616A7.616B

7.608

7.604

7.601

7.602C7.602

7.602A

7.602B

7.618

7.620

7.404

7.404C

7.404E

7.404D

7.416A7.416

7.418

7.422

7.424A7.424

7.414A

7.414

7.410

7.406

7.002

7.004

7.006

7.010

7.038A

7.038

7.034

7.036

7.003

7.0397.041

7.045

7.005D7.037

7.007

7.007A

7.007C

7.035

7.306

7.310B7.310A

7.310

7.316

7.318

7.322

7.320

7.312B7.312A

7.312

7.312C

7.3047.504

7.508

7.512

7.514

7.516

7.5207.522

7.510

7.506A7.506

7.1357.132

7.134

7.136

7.138

7.140

7.142B

7.142

7.143

7.144

7.146

7.146A

7.148

7.150

7.1527.154B7.1547.154A7.156

7.147

7.149

7.528 7.528B

7.157A7.157B

7.524

7.527

7.530

7.1597.161

7.160A7.1607.1627.1647.1667.1687.168A

7.326

7.328

7.165

7.324

7.330

7.1697.171

7.174

7.030A

7.032

7.030

7.026A

7.1767.024D 7.024C

7.035B

7.022B

7.011A

7.011

7.0227.022A

7.264B 7.024A

7.024

7.024B

7.264A7.2647.262

7.426

7.430

7.4347.434A

7.438

7.436A7.440

7.436

7.432

7.012

7.014

7.016

7.018

7.2607.2587.2547.2527.2517.2507.248

7.624

7.630

7.634

7.247

7.628

7.617

7.628A

7.628B

7.628C

7.231

7.233

7.235

7.237

7.232A

7.232

7.232B

7.234

7.236

7.2467.2427.242A7.240A7.2407.238A7.238

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

A

B

C

D

E

F

G

H

E2072

E2073

C D E F

B A N G

7.006C 7.006B

7.006A

7.404F

7.EL4

7.EL3

7.2M1

7.404E

7.416A7.416

7.418

7.422

7.424A7.424

7.414A

7.414

7.006

7.0107.426

5 6 7

D

E

OUTLINE OF GENERATOR3 ROOM ABOVE. REFERTO SHEET E308.

GEN 1

GEN 2

GEN 3

DUCT

DOWN TO FIRST LEVELREFER TO SHEET02/E201 FORCONTINUATION

UP TO GENSETCONTROL PANEL INPENTHOUSE. SEE1/E208 FORCONTINUATION

7.EL7

7.EL8

7.1T2

7.1M3

7.140

7.142B

7.142

7.143

7.144

7.146

7.146A

7.148

7.147

7.149

15 16

B

C

D

E

1

DU

CT

S

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,

NORTH

0'


0'

TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

RYAN A. VANCE

100222


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.

1/8" = 1'-0"

8' 16'


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

1/16" = 1'-0"

16' 32'

True

As indicated

10/3

/2016 2

:05:4

1 P

MC

:\U

sers

\rvance\D

ocum

ents

\1095-0

25-0

1_E

lec_R

15_rv

ance.r

vt

E207



Houston


RAV

CB

09/30/2016

1095-025-01

1/16" = 1'-0"1LEVEL SEVEN ELECTRICAL PLAN

1/8" = 1'-0"2LEVEL SEVEN CHASE 7.2M1 ELECTRICAL PLAN

1/8" = 1'-0"3LEVEL SEVEN CHASE 7.1M3 ELECTRICAL PLAN

KEYED NOTES - E207

1 NEW 4" CONDUITS FROM PENTHOUSE ABOVE TOATS ESTP ON LEVEL 2. REFER TO E202 AND E208FOR CONTINUATION.





1 100% CD REVIEW 06/24/2016


09/30/2016

FD

��

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

A

B

C

D

E

F

G

H

USHXB-A USHXB-B

USLB-A USLB-B

USHC-A USHC-B

LOAD BANK XFMR(SWGR REPLACEMENT PROJECT)

PARALLELINGSWGR "PSE"CONCRETE PAD

MASTERCONTROLLER

BATTERYCABINET

AHUAHU

EXISTING GEN-1

EXISTING GEN2

NEW GEN3

E3084

E3082

GEN3 ANNUNCIATORPANEL CONDUITS UP FROMLEVEL 1. REFER TO E207FOR CONTINUATION

J-BOX36"X36"X8"

CONDUITSFROM ATSETSP ONLEVEL 2

NEW CONDUIT ROUTEMOUNT ON WALL INMECH ROOM

J-BOX36"X36"X8"

ROOF

ROOF ACCESS

8LXB

8DLXB8DHXB

8HXBT

ACCESS HATCHDUCTCHASE

ACCESSHATCH 4'x4'

AIRCHASE

AHUAHU

AHU AHU

NEW CONDUITROUTE

DU

CT

S

DU

CT

S

DUCTS(TYP)

VE

NT

S

C D E F

B A N G

EXISTINGSWITCHGEAR PSE

EXISTINGJOHNSON CONTROLSMETASYS PANEL

J-BOX36"X36"X8"

EXISTINGSWITCHGEAR

1

1

2

3

��

��

��

��

��

��

��

��

��

��

��

��

��

� �� !� ��

��

�� "�

��

�� # �

��

��

��

$��%

&��'��(

��

��

��

$��%

)!!��

��

��*

$��%

)!!��

�� &�++,

��

�� -�

��

�� -�

��

��&��'��(�� "�

��.

4

/�� $� "�*��'��0�

��1�2��

�#��3��

�� 4��5� .66��

76��89��:��.9

��(��

NORTH


0'

TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

RYAN A. VANCE

100222


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.

1/16" = 1'-0"

16' 32'


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

True

1/16" = 1'-0"

10/3

/2016 2

:05:5

0 P

MC

:\U

sers

\rvance\D

ocum

ents

\1095-0

25-0

1_E

lec_R

15_rv

ance.r

vt

E208

PENTHOUSE ELECTRICAL PLAN


Houston


RAV

CB

09/30/2016

1095-025-01

1/16" = 1'-0"1PENTHOUSE ELECTRICAL PLAN



B EXISTING IS SHOWN LIGHT AND NEW WORK ISSHOWN BOLD. THIS INCLUDES EQUIPMENTPROVIDED IN THE SWGR REPLACEMENTPROJECT.

C CONDUIT ROUTE SHOWN FOR GENERALROUTING. CONTRACTOR IS RESPONSIBLE FORFIELD VERIFYING EXISTING CONDITIONS FORTHE FINAL CONDUIT ROUTE.

D COORDINATE CONDUIT ROUTE WITH OTHERNEW CONDUITS IN THE SWITCHGEARREPLACEMENT PROJECT.

E DO NOT BLOCK ACCESS TO EXISTINGEQUIPMENT, I.E. DAMPERS, WITH NEWINSTALLATIONS.

KEYED NOTES - E208

1 COORDINATE CONNECTION INTO EQUIPMENTINSTALLED UNDER THE SWITCHGEARREPLACEMENT PROJECT.

2 PROVIDE NEW BREAKER AS INDICATED ON SHEETE701.

3 CONNECT TO SPARE BREAKER. SEE E701.

4 ROUTE CONDUITS TO THE NEW PARALLELINGSWGR PSE LOCATION.


1 100% CD REVIEW 06/24/2016


09/30/2016

P.102D

�

P.102D

��

�

�

P.102D

4 5 6

F

1

4

8

12

13

LGEN2-6,8

LGEN2-4

JJ

J

H

T

EXISTING

GENERATOR NO. 2

EXISTINGCONCRETEPAD

EXISTINGEQUIPMENT

PSSV

LGEN2

EXHAUSTAIR SHAFT

T

NEW LOUVER. COORDINATE WITHNEW GENSET INSTALLATION.

OVERHEADUNITHEATER W/T-STAT

ROOF DRAIN

GENERATOR NO. 3

5

6

LGEN3-6,8

LGEN3-4

TLGEN3LGEN3

10

EXISTINGHRG CABINET

16

2

EXHAUSTAIR SHAFT

REMOTEANNUNCIATOR

EMERGENCYSTOP BUTTON

3

14

8LXB-17,19,21

�

��

19

5 6

E

F

PROVIDE HEATDETECTOR AT LOCATIONOF EXISTING SMOKEDETECTOR ANDCONNECT TO EXISTINGFIRE ALARM CIRCUIT.

GENERATOR NO. 3H

FAFAFA

FA FA

CONTINUOUS 1 5/8"x1 5/8"x12 GAUGE HOT-DIPGALVANIZED METAL FRAMING SUSPENDEDBY 3/8" DIAMETER GALVANIZED STEEL RODFOR LIGHT FIXTURE MOUNTING. (TYPICAL)

FX

LGEN3-9

FA

�

�

��

5 6

E

F

11

11

1111

9

S

�

�

��

4 5 6

E

F

7

15EXISTING

GENERATOR NO. 2

17

EXHAUSTAIR SHAFT

18 EXISTING MOTORIZED LOUVER TOBE REPLACED WITH NEW LOUVER.COORDINATE REMOVAL WITH NEWGENSET INSTALLATION.

�

�

��

��

��

��

�� !""��

#"��$��%&'�!�

(((�)(�*+�* ,

NORTH

0'


TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

RYAN A. VANCE

100222


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

1/4" = 1'-0"

4' 8'

True

1/4" = 1'-0"

10/3

/2016 2

:05:5

7 P

MC

:\U

sers

\rvance\D

ocum

ents

\1095-0

25-0

1_E

lec_R

15_rv

ance.r

vt

E308

PENTHOUSE ENLARGEDELECTRICAL PLAN


Houston


RAV

CB

09/30/2016

1095-025-01

1/4" = 1'-0"4PENTHOUSE RM 9.102D POWER RENOVATION PLAN

KEYED NOTES - E308

1 COORDINATE WITH MECHANICAL ANDARCHITECTURAL PLANS FOR THE REPLACEMENTOF THE INTAKE LOUVER.

2 EXISTING WALL TO BE REMOVED SUCH THAT THEGENERATOR CAN BE BROUGHT IN THROUGH THESHAFT. THE GENERATOR WILL BE SHIPPED INTHREE SECTIONS. REFER TO SRCHITECTURALDRAWINGS FOR ADDITIONAL DEMOLITION ANDRENOVATION REQUIREMENTS.

3 NEW UNIT HEATER UH-1.

4 GENERATOR CONTROL PANEL.

5 REMOTE GENERATOR ANNUNCIATOR. INSTALLTOP OF ANNUNCIATOR AT 5'-6"AFF.

6 GENERATOR BREAK GLASS TYPE EMERGENCYSTOP CONTROL STATION. INSTALL TOP OFANNUNCIATOR AT 5'-0"AFF

7 REMOVE EXISTING HIGH RESISTANCEGROUNDING CABINET.

8 NEW RESISTANCE GROUNDING CABINET (HRG).PROVIDE CONNECTION TO EXISTING HRGGROUNDING BUSBAR; SEE KEYED NOTE 16.PROVIDE POST-GLOVER MODEL TO MATCHEXISTING HRG SYSTEMS.

9 REMOVE SMOKE DETECTOR. RE-USE CIRCUITFOR NEW HEAT DETECTOR.

10 GENERATOR STARTING BATTERIES.

11 REMOVE LIGHTS. REMOVE CONDUIT ANDCONDUCTORS BACK TO LAST POINT OF ACTIVESERVICE. FIELD VERIFY CIRCUIT.

12 20 AH BATTERY CHARGER.

13 2#14, 3/4"C. - BATTERY CHARGER MALFUNCTIONALARM.

14 COORDINATE CONNECTION POINT TO JACKETWATER HEATER, OIL HEATER, ALTERNATORHEATER, BATTERY CHARGER, AND RECEPTACLESWITH NEW GENERATOR. REFER TO E701 FORPANEL SCHEDULES.

15 REMOVE EXISTING 3' HIGH GENERATOR PAD.PROVIDE NEW 4" GENERATOR PAD FOR NEWGENERATOR.

16 EXISTING HGR GROUNDING BUSBAR.

17 REMOVE SHEET METAL WALL AND BEAMS TOACCEPT NEW GENERATOR. REFER TO DETAIL2/E401.

18 REMOVE CONDUIT AND CONDUCTORSASSOCIATED WITH THE MOTORIZED DAMPERS.COORDINATE WITH ARCHITECTURAL ANDMECHANICAL PLANS.

19 SEE 1/E701 FOR ONE LINE DIAGRAM.

1/4" = 1'-0"2PENTHOUSE RM P.102D LIGHTING/FIRE ALARM PLAN - RENOVATION

1/4" = 1'-0"1PENTHOUSE RM P.102D LIGHTING/FIRE ALARM PLAN - DEMOLITION

1/4" = 1'-0"3PENTHOUSE RM P.102D POWER PLAN - DEMOLITION



B EXISTING IS SHOWN LIGHT AND NEW WORK ISSHOWN BOLD.


1 100% CD REVIEW 06/24/2016


09/30/2016

EL. 173'-4"

EL. 154'-5"

EL. 41.77' EL. 42'-0"

GENERATORROOMP.102D

EL. 42.49'

EL. 44.74'

FANNIN STREETROSS STERLING AVE.

STAIRWELL

BUILDINGWALL

1

1

11

1

1

2

3

4

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,


0'

TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

RYAN A. VANCE

100222


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.

1/16" = 1'-0"

16' 32'


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

As indicated

10/3

/2016 2

:06:0

4 P

MC

:\U

sers

\rvance\D

ocum

ents

\1095-0

25-0

1_E

lec_R

15_rv

ance.r

vt

E401

CRANE AND BUILDINGELEVATION


Houston


RAV

CB

09/30/2016

1095-025-01

1/16" = 1'-0"1SUGGESTED CRANE LOCATION SOUTH ELEVATION

KEYED NOTES - E401

1 ELEVATIONS INDICATED ARE APPROXIMATE.

2 BUILDING ROOF STRUCTURE IS NOT ADEQUATETO SUPPORT THE GENERATOR. NEW GEN3 MUSTBE BROUGHT IN THROUGH THE EXISTING AIREXHAUST SHAFT AND PLACED DIRECTLY ONTOTHE NEW CONCRETE PAD IN ROOM P.102D.REFER TO DETAIL 2 THIS SHEET.

3 REFER TO 01/E100 FOR SUGGESTED CRANELOCATION.

4 REMOVE WALL AND BOLTED BEAMS TOSTRUCTURE TO ALLOW GENERATOR TO BELOWERED INTO THE EXHAUST SHAFT ANDPLACED INTO POSITION. REFER TO MECHANICALAND ARCHITECTURAL DRAWINGS FOR NEWLOUVERED WALL FOR GENERATOR EXHAUST.

NO SCALE2EXHAUST SHAFT WALL


1 100% CD REVIEW 06/24/2016


09/30/2016

NO: NEMA 1LUGS: NONE

LOAD DESCRIPTIONWIRE&CONDUIT VA

VA DEMANDVA CONNECTED

ALL BREAKERS 20A UNLESS OTHERWISE NOTED

LOAD DESCRIPTION

15

17

19

9

11

13

16

18

20

10

12

14

1

3

5

7

2

4

6

8

PANEL:

ROOM

VOLTAGE:

BUS:

RMS SYMAIC:1PH 3W

MCB SURFACE

REMARKS:

50

WIRE&CONDUITVA

LGEN3 120/240V 10KA

100A

80A

PenthouseP.102D

NEW PANELBOARD

5,000

GEN NO. 3 RM P.102DJACKET WATER HEATER5,000

12,540 12,540

GEN NO. 3HRG CONTROL PANEL

GEN NO. 3 RMP.102DBATTERY CHARGER

GEN NO. 3 RM P.102DALTERNATOR HEATER

300

300

400

400

2#8,1#10G, 1"C

GENERATOR RM P.102DRECEPTACLES

GENERATOR RM P.102DLIGHTS

GEN NO. 3 RM P.102D OIL HEATER100

720

500

2#12,1#12G, 3/4"C

2#12,1#12G, 3/4"C

2#12,1#12G, 3/4"C

2#12,1#12G, 3/4"C

2#12,1#12G, 3/4"C

4#12,1#12G, 3/4"C

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPACE

SPACE

SPACE

ELEVATORS NO. 9 & 10

EF 7

PANEL 8HXB

EF 9

3P, 225A SPACE

ELEVATORS NO. 3 & 4

PANELS 1HXE & 7HXE

EF 8

SPACE

PANEL:

ROOMNO:

WIRE&CONDUIT

AIC:

SURFACE

NEMA 1


9

29

23

25

27

15

17

19

21

11

13

VOLTAGE:

BUS: 800A

LUGS: MLO

LOAD DESCRIPTIONVA

3

5

7

1

3PH 4W

10

30

24

26

28

16

18

20

22

12

14

LOAD DESCRIPTION

4

6

8

2

RMS SYM REMARKS:8DHXB 480/277V 22 KAIC

PENTHOUSE

EXISTING PANELBOARD

1

100

SPACE

225

225

200

150

100

150

WIRE&CONDUITVA

50 TRANSFORMER (15KVA)TLGEN3

7,500

7,500

2#8,1#10G, 1"C.

SPACE

PANEL:

ROOMNO:

WIRE&CONDUIT

AIC:

SURFACE

NEMA 1


9

29

23

25

27

15

17

19

21

11

13

VOLTAGE:

BUS: 100A

LUGS:

LOAD DESCRIPTIONVA

3

5

7

1

3PH 4W

10

30

24

26

28

16

18

20

22

12

14

LOAD DESCRIPTION

4

6

8

2

RMS SYM REMARKS:8HX3 480/277V

PENTHOUSE

EXISTING PANELBOARD

20 50

WIRE&CONDUITVA

50 40 AIR COMPRESSOR

CONTROLS

UNLABELED CKT

SPACE

LGEN3

3#41#8G1 1/4"C

EXISTINGPANEL8DHXB

TLGEN315KVA480-120/240V1 PH3W

EXISTINGGROUNDRISER

1#8G3/4"C

2#81#10G1"C

PANEL:

ROOMNO:

WIRE&CONDUIT

AIC: 10 KAIC

SURFACE

NEMA 1


9

15

17

19

21

11

13

VOLTAGE:

BUS: 225A

LUGS: MLO

LOAD DESCRIPTIONVA

3

5

7

1

3PH 4W

10

16

18

20

22

12

14

LOAD DESCRIPTION

4

6

8

2

RMS SYM REMARKS:8LXB 120/208V

PENTHOUSE

EXISTING PANELBOARD

WIRE&CONDUITVA

LTG ELEV CTRL ORANGE

WEATHER STATION

CHARGER SWG BATTERY

FUEL PUMP #2 CTRL CKT

BATTERY CHARGER CUB #2

SPARE

FIRE ALARM PWR SUPPLYABOVE PANEL

208V WINDOW WASHER

UH-1

SPARE

SPARE

120V WINDOW WASHER

17,500 304#10,1#10G, 3/4"C CREMATORY EXHAUST FAN

LTG ELEV CTRL YELLOW

LTG ELEV CTRL WHITE

LTG CTRL PC, T/C

2

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,


TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

RYAN A. VANCE

100222


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

NO SCALE

10/3

/2016 2

:06:1

0 P

MC

:\U

sers

\rvance\D

ocum

ents

\1095-0

25-0

1_E

lec_R

15_rv

ance.r

vt

E701

ELECTRICAL PANELBOARDSCHEDULES


Houston


RAV

CB

09/30/2016

1095-025-01

��

8LXB LGEN3

8XHB 8DHXB

KEYED NOTES - E701

1 CONNECT TO SPARE 50A, 2P BREAKER IN PANEL.PANEL IS BEING REPLACED AS PART OF THESWITCHGEAR PROJECT.

2 PROVIDE NEW 30A, 3P BREAKER TO MATCHEXISTING IN PANEL (WESTINGHOUSE).


A EXISTING EQUIPMENT SHOWN LIGHT. NEWWORK SHOWN BOLD.

NO SCALE1NEW 240/120V PANEL "LGEN3" ONE LINE DIAGRAM


1 100% CD REVIEW 06/24/2016


09/30/2016

P.102D

P.102D

CONCRETE PAD

FLEX CONNECTION

18 GA.GALVANIZED

STEEL CONNECTIONFROM GENERATOR

TO PLENUM

EXISTING JOIST/TRUSS.RE: ARCHITECTURAL DWGS.

FLOW

LOUVER, RE:ARCHITECTURAL

EXHAUST OUTLET

MITER CUT

MATCH MUFFLER OUTLET SIZE. COORDINATE WITHGENERATOR. MINIMUM 12" DIAMETER.

18" PLENUM

MANUAL CONDENSATE DRAIN (EXTEND TOFLOOR DRAIN). PROVIDE DRAIN INACCESSABLE LOCATION. 316L STAINLESSPIPE UPSTREAM OF VALVE. TYPE K COPPERDOWNSTREAM OF VALVE TO FLOOR DRAIN.

EXTERIOR WALL

FLASHING BY SILICONE MASTER FLASH OR EQUAL

12"

3' MIN.

ROOF

PLUGGEDDRAIN

FINISHEDFLOOR

VIBRATION ISOLATORLOCATE PER GENERATOR

MANUFACTURE'SRECOMMENDATIONS

SUPPORT DUCTWORK WITHGALVANIZED STEEL LEGS

W8X10 BEAMRE: STRUCTURAL

STAINLESS STEEL WYEFLEXIBLE CONNECTOR

GENERATOR NO. 3

MUFFLER SUPPORTBY DIV. 23

24"x24" ACCESS PANELTYPICAL EACH SIDE

GENERATOR SET

MUFFLER & MUFFLER INSULATION PROVIDEDBY DIV. 26, INSTALLED BY DIV. 23.

7/8" DIA. RODS

STAINLESS STEEL BALL VALVE.

EXHAUST PIPE: SCHED 10S, 316L STAINLESS STEELPIPE, STEAMLESS OR ERW WITH BUTT WELDJOINTS. INSULATE WITH HIGH TEMPERATURE ESLININSULATION, 2-INCH THICK (R VALUE=4 AT 600 F).PROVIDE ALUMINUM JACKETING.

EXISTING LOUVER,RE:ARCHITECTURAL

EXISTINGEXHAUST

AIR SHAFT

EXISTING SUPPLYAIR SHAFT

1

2

BEAM CLAMP; ANVILFIG. 292 OR EQUAL

HANGER ROD

BUILDING SUPPORT BEAM

LOUVER OPENING.RE: ARCHITECTURAL

LOUVER,RE:ARCHITECTURAL

FLEX

18 GA. GALVANIZED STEEL CONNECTION FROMGENERATOR TO PLENUM. TRANSITION BY

DIVISION 23.

EXISTING LOUVER,RE:ARCHITECTURAL

GENERATOR NO. 3

EXISTINGEXHAUST

AIR SHAFT

EXISTING SUPPLYAIR SHAFT

TSUH-P102D

UNIT HEATER SCHEDULE NOTES

1.

2.

3.

BASIS OF DESIGN MODINE HER.

PROVIDE WALL MOUNTING KIT SIMILAR TO MODINE WMK.

PROVIDE UNIT WITH THERMOSTAT. PROGRAM TO 45 DEG F, FIELD ADJUSTABLE.

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,


TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

CASITY RENEAU

100003


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

As indicated

10/3

/2016 1

:49:5

2 P

MC

:\U

sers

\alo

pez\D

ocum

ents

\1095-0

25-0

1_M

ech_R

15_alo

pez.r

vt

M100

MECHANICAL PLAN PENTHOUSELEVEL & DETAILS


Houston


DG

DG

09/30/2016

1095-025-01

NO SCALE

GENERATOR EXHAUST SYSTEM SIDE VIEW -RENOVATION

1 1/4" = 1'-0"

GENERATOR ROOM P.102D PLAN - DEMOLITION2

NO SCALE

BEAM CLAMP TYPE SUPPORT DETAIL3

1/4" = 1'-0"

GENERATOR ROOM P.102D PLAN - RENOVATION4

KEYED NOTES - M1001 DEMOLISH EXISTING MOTORIZED DAMPER.

2 DEMOLISH EXISTING UNIT HEATER, CONTROLS,AND STEAM PIPING BACK TO ISOLATION VALVE.

SCHEDULE - ELECTRIC UNIT HEATER

MARK LOCATIONMOUNTINGHEIGHT (FT) FAN CFM MOTOR HP VOLTS PH HZ EAT °F KW REMARKS

UH-P102D P.102D 8 530 1/40 208 3 60 20 °F 7.5


1 100% CD REVIEW 06/24/2016


EE

NIGGGGGGGGGGGGGGGGGGGGNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAANNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOIIIIIIIIIIIIIIIIIIIIISS

FFFFFFFFFFFFFFFFFFFFFFFFFFFFOO

R

EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEL I CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC EEEEEEEEEEEEEEEEEEEEEEEEE NNNNNNNNNNNNNNNNNNNNNNNNNNNN SSSSS E D� � � � � � � � �

PLUMBING LEGEND

SYMBOLSYMBOL ABBREV. DESCRIPTION ABBREV. DESCRIPTION

PRESS. REDUCING VALVEPRVPLUG VALVE

CHECK VALVE

GATE VALVE

BALL VALVE

GAUGE

REDUCER

STRAINER

THERMOMETER

UNIONNATURAL GASG G

BUTTERFLY VALVE

SOLENOID VALVE

GV GV NATURAL GAS VENT

GENERAL NOTES

PRIOR TO WORK CONTRACTOR SHALL TIGHTLY COORDINATE PLUMBING WORK WITH OTHER TRADES.

PROVIDE A UNION DOWNSTREAM FROM EACH THREADED VALVE.

REFER TO ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS.

MAKE ROUGH-IN AND FINAL CONNECTION TO ALL PLUMBING FIXTURES.

ALL NEW WORK SHALL CONFORM TO THE 2012 EDITION OF THE INTERNATIONAL PLUMBING CODE UNLESS OTHERWISE NOTED OR SHOWN.

DRAWINGS ARE DIAGRAMMATIC IN NATURE, NOT ALL REQUIRED PIPE ELBOWS, TEES, AND ASSOCIATED FITTINGS ARE SHOWN. CONTRACTORSHALL PROVIDE A COMPLETE WORKING PLUMBING SYSTEM PER THE SPECIFICATIONS AND PLUMBING CODE.

PROVIDE A CLASS 1 STANDPIPE SYSTEM IN ACCORDANCE WITH 2003 EDITION OF NFPA 14, AND A HYDRAULICALLY SIZED SPRINKLER SYSTEM INACCORDANCE WITH 2007 EDITION OF NFPA 13, TO PROVIDE SPRINKLERED FLOOR COVERAGE, FOR THE BUILDING AS INDICATED ON THE FLOORPLANS.

FIRE PROTECTION PIPING SHALL BE COORDINATED AROUND OTHER TRADES, SUCH AS PLUMBING, HVAC AND ELECTRICAL.

REFER TO REFLECTED CEILING PLANS FOR FIRE SPRINKLER HEAD LAYOUT.

COORDINATE NATURAL GAS SERVICE TO BUILDING WITH UTILITY COMPANY PRIOR TO WORK.

CONTRACTOR SHALL OBTAIN ARCHITECT/ENGINEER APPROVAL FOR ALL ACCESS PANEL LOCATIONS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

EXISTING

(E)

(E)

CONNECT TO NEW GEN-3 GENERATOR(11,402 CFH - 300' AT 5PSI)

DIRT LEG(E)

4" G

EXISTING PIPING

EXISTING PIPING

(11,402 CFH - 300' AT5PSI)(E)

G

G

G

G

�

6"EXISTING(46,952 CFH-750' AT 5PSI)

CONNECT TO NEWGEN-2 GENERATOR(11,402 CFH-300' AT5PSI) SEE DETAIL 03

4"(22,804 CFH AT 5PSI-300')

6"(24,152 CFH-750'AT 5PSI)

CAP NATURAL GASFOR FUTURECONNECTION TO RMP.102D

4"(11,402 CFH AT 5PSI-300')

4"(11,402 CFH AT 5PSI-300')

EXISTING

EXISTING

FINISHED

GRADE

ROOFDIRT LEG

EXISTING NATURAL GASSERVICE TO BUILDING BYCENTERPOINT ENERGY

EXISTING PLUGVALVE W/BLINDFLANGE

EXISTINGGENERATOR11,402 CFH AT11" W.C.

GV

FROM GASPRESSUREREGULATOR

1"

GV

1"EXISTING 1"GAS VENTW/SCREENOVER OPENEND

EXISTINGMANUALEMERGENCYSHUTOFF VALVE

4" (12,750 CFH -750' AT 5 PSI)

4" (12,750 CFH -750' AT 5 PSI)G

EMERGENCYGENERATORNO. 2

FINISHED FLOOR

FLEX CONNECTOR

UNION

DIRT LEG2"

4"

LOW PRESSURE SWITCHDRY FUEL FILTER

PLUG VALVE

NATURAL GASSUPPLY LINE(5 PSI)

4"

PG-2(0-30 PSI SCALE RANGE)

*SOLENOID VALVE

SNUBBER

PG-1(0-10 PSI SCALE RANGE)

1" GAS VENT TO OUTDOORS

* DENOTES SUPPLIED WITH GENERATOR, INSTALLED BY DIV 22.

PRESSUREREGULATOR

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,


TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

CASITY RENEAU

100003


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

NO SCALE

10/3

/2016 5

:12:3

6 P

MC

:\U

sers

\serv

er\

Docum

ents

\1095-0

25-0

1_P

lbg_R

15_jfrits

ch.r

vt

P001

PLUMBING LEGEND, GENERALNOTES AND SPECIFICATIONS


Houston


RLN

JF

09/30/2016

1095-025-01

NO SCALE1NATURAL GAS RISER DIAGRAM

NO SCALE2

NATURAL GAS CONNECTION TOEMERGENCY GENERATOR


1 100% CD REVIEW 06/24/2016


EE

NIGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAANNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOIIIIIIIIIIIIIIISSSSSSSSSSSSSSSSSSSS

FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFO

R

EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEELLLLLLLLL I C EEEEEEEEEEEEEEEEEEEEEEEEEEE NNNNNNNNNNNNNNNNNNNNNNN SSSSSS E D� � � � � � � � �

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

B

A

C

D

E

F

G

H

B.250-3

B.250-2

B.250-1

B.5H2

B.4H1

B.6H1

B.610 B.612

B.500

B.120-5

B.627B.629B.1T1

B.1T2

B.125A

B.125

B.120-4

B.120-3B.120-2

B.120-1

B.120W1

B.120V1

B.120

B.120Y

B.120X

B.120A1

B.212

B.210E1

B.210E

B.210D1

B.210D

B.210C1

B.210C

B.210B

B.210A

B.120V

B.120T1

B.120T

B.120R2

B.120R

B.120R1 B.120P

B.120W

B.120O

B.120NB.120M

B.120LB.120K

B.120JB.120IB.120H

B.120GB.120F

B.120EB.120DB.120C

B.120B

B.524B

B.310D

B.6J1

B.130

B.600E

B.600D

B.340J-3B.340J-2

B.340J-1

B.5LD1

B.1H1

B.3H1

B.608

B.328

B.410

B.5M3

B.600B B.600A

B.600

B.5H1

B.4T6 B.4T5

B.4T4B.4T3 B.4J1

B.404

B.630A

B.619

B.631

B.633B.638

B.640B.642B.646

B.645

B.603

B.635

B.605

B.625

B.620

B.623

B.621

B.508

B.524A

B.324BB.324A

B.324

B.316B.310C

B.310B

B.310A

B.310

B.340

B.340B

B.340A

B.340J

B.340G B.340F

B.340E

B.340D

B.340C

B.1M1

B.3M3

B.340HB.304

B.3J1

B.140A

B.0L1

B.100

B.250C

B.250B

B.2H1B.244

B.230A

B.230

B.2TE1

B.230B B.242

B.250A

B.250

B.202

B.2T2B.2T1

B.2J1

B.236

B.234

B.232

B.204

B.210

B.5M2

B.3EL4

B.3EL3

B.EL10 B.EL9

B.2EL2

B.2EL1

B.2M2B

B.4EL6

B.4EL5 B.5EL8

B.5EL7

B.00G

B.524

B.00H

B.00A

B.2M2A

B.00BB.2M2DB.2M2C

B.2M2

B.2M7B.3M1

B.3M2

B.4M1

B.5M4

B.5E1

B.520

B.00FB.00E

B.1T1A

B.00DB.00CB.2E1

B.120A

B.230C

B.301

B.110

B.140

B.600C

B.1M2

1

1

1

1 1/2" AI1 1/2" AI

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,

NORTHNORTH


0'

TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

CASITY RENEAU

100003


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.

1/16" = 1'-0"

16' 32'


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

True Plan

1/16" = 1'-0"

10/3

/2016 5

:12:3

9 P

MC

:\U

sers

\serv

er\

Docum

ents

\1095-0

25-0

1_P

lbg_R

15_jfrits

ch.r

vt

P110

BASEMENT PLUMBING PLAN


Houston


RLN

JF

09/30/2016

1095-025-01

1/16" = 1'-0"1BASEMENT

GENERAL NOTESA ALL PIPING SHOWN BOLD IS TO BE

REMOVED. PIPING SHOWN LIGHT ISEXISTING TO REMAIN.

KEYED NOTES - P1101 REMOVE EXISTING AIR INTAKE PIPING AND ALL

ASSOCIATED FITTINGS EXTENDING FROMEXISTING GENERATOR TO OUTSIDE BUILDING.


1 100% CD REVIEW 06/24/2016


� � � � � � � � �EE

NIGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAANNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOIIIIIIIIIISSSSS

FFFFFFFFFFFFFFFFFFFFFFFFFFFFFO

R

EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEL I CCCCCCCCCCCCCCCCCCCCCCCCCC EEEEEEEEEEEEEEEEEE NNNNNNNNNNNNNNNNNNNNNNNNNN SSSSSS E D� � � � � � � � �

GV

G

G

G

G

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

B

A

C

D

E

F

G

H

BATTERIES

USHC USHXB

USHXC

UNITSUBSTATION"USHXD"

UNITSUBSTATION"USHXE"

UNITSUBSTATION"USLC"

UNITSUBSTATION"USHD"

USLB

EX

TR

A S

PA

CE DN.

P.129B

P.100

P.EL9P.EL10

P.101

P.1T1B

P.000H P.000G

P.000FP.000E

P.105

P.103D

P.103A

P.103C

P.105A

P.103B

P.103

P.103M

P.103F

P.117

P.113

P.103G

P.101A P.101B

P.101C

P.111

P.109

P.107

P.119

P.1T2

P.1T1A

P.1T1

P.100AP.129A

P.129

P.127B

P.127A

P.102B

P.125

P.121

P.102C

P.000C P.000D

P.102A

P.000AP.000B

P.102F

P.102D

SWITCHRM 8001

P.102

P.102M

P.102G

P.106

P.106A

P3081

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,

NORTHNORTH


0'

TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

CASITY RENEAU

100003


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.

1/16" = 1'-0"

16' 32'


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

True Plan

1/16" = 1'-0"

10/3

/2016 5

:12:4

1 P

MC

:\U

sers

\serv

er\

Docum

ents

\1095-0

25-0

1_P

lbg_R

15_jfrits

ch.r

vt

P208

PENTHOUSE PLUMBING PLAN


Houston


RLN

JF

09/30/2016

1095-025-01

1/16" = 1'-0"1PENTHOUSE OVERALL PLAN


1 100% CD REVIEW 06/24/2016


� � � � � � � � �EE

NIGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAANNNNNNNNNNNNNNNNNNNNNNNNNNNNOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOIIIIIIIIIIISSSSSSS

FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFO

R

EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEL I CCCCCCCCCCC EEEEEEEEEEEEEEEEEEEEEEE NNNNNNNNNNNNNNNNNNNNNNNNNN SSSSSSSSSSS E D� � � � � � � � �

G

4 5 6

D

E

F

G

P.102D

G(E

)

4" (22,804 CFH-300' AT 5 PS1)(E)

4" (11,402 CFH-300' AT 5 PS1)(E)

4"

G

4"

4" (11,402 CFH-300' AT 5 PS1)(E)

ABANDONED GAS LINE

2"(E)

1

ABANDONED GAS LINE

4" (22,804 CFH-300' AT 5 PS1)(E)

GV

1"

2

��

��

��

��

! �"#�$�%&'"�$

(((�)(��*+�*,

NORTHNORTH

0'


TA

S

E OF TEXAS

P RE

ENI

GNELANOISS

FO

R

EL I C E N S E D

T

CASITY RENEAU

100003


Scale

Date

Designed By

Checked By

SSA Project Number

Drawing No.


Ph. 713.780.7563 Fax.713.780.9209

Keyplan

1/4" = 1'-0"

4' 8'

True Plan

1/4" = 1'-0"

10/3

/2016 5

:12:4

3 P

MC

:\U

sers

\serv

er\

Docum

ents

\1095-0

25-0

1_P

lbg_R

15_jfrits

ch.r

vt

P308

ENLARGED PLUMBING PLAN


Houston


RLN

JF

09/30/2016

1095-025-01

1PENTHOUSE ENLARGED PLAN

GENERAL NOTESA.

B.

CONTRACTOR SHALL COORDINATE DOWNTIMEOF EXISTING SYSTEMS W/ OWNER PRIOR TOWORK.

EXISTING PIPING SHOWN LIGHT TO REMAIN.NEW PIPING SHOWN BOLD.

KEYED NOTES - P3081 4" NATURAL GAS DOWN W/VALVE & DIRT LEG &

CONNECT TO GENERATOR (11,402 CFH-300' AT 5PSI). REFER TO 2/P001 FOR DETAIL.

2 1" GAS VENT FROM PRESSURE REGULATORTHRU ROOF, WITH TURN DOWN & 100 MESHSTAINLESS STEEL SCREEN OVER OPEN ENDSECURED WITH STAINLESS STEEL BANDS. SEALROOF PENETRATION WATERTIGHT.


1 100% CD REVIEW 06/24/2016


� � � � � � � � �EE

NIGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAANNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOIIIIIIIIIIIIIISSSSSSSSSSSSSSSSSSSSSSSSSSSSS

FFFFFFFFFFFFFFFFFFFFFFFFFOOOOOOOOO

R

EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEL I CCCCCCCCCCCCCCCCC EEEEEEEEEEEEEEEEEEEEE NNNNNNNNNNNNNNNNNNNN S E D� � � � � � � � �