BCOES_Truck_Canopy_98_Drawings_20190328.pdf

PDF 5 MB Posted Sep 14, 2019

Attached to: DLA Truck Canopy Construction Federal contract opportunity
Solicitation number: W9123619B0029
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

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19-B-0029__Amendment_0003.pdf	PDF	Oct 23, 2019
19-B-0029_Amendment_0002.pdf	PDF	Oct 23, 2019
19-B-0029_Amendment_1.pdf	PDF	Oct 9, 2019
19-B-0029_Truck_Canopy.pdf	PDF	Sep 14, 2019
TRUCK_CANOPY_AT_BUILDING_98_DSCR_BCOES_Specifications_20190328.pdf	PDF	Sep 14, 2019

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PROJECT SITE

ELECTRICALSTRUCTURAL

US Army Corps of Engineers

NORFOLK DISTRICT

INDEX OF DRAWINGS

SHEET

NUMBER

TITLE

GENERAL

G-001 COVER SHEET, VICINITY MAP AND PROJECT LOCATION MAP

G-002 LEGENDS & ABBREVIATIONS

G-003 GENERAL CONSTRUCTION NOTES

VICINITY MAP

1" = 3,000'

LOCATION MAP

NTS

DLA DEFENSE

SUPPLY CENTER

STRUCTURAL

SD101 PARTIAL FLOOR PLAN AND EXTERIOR ELEVATION - DEMOLITION

SA101 FLOOR PLAN - NEW WORK

SA102 EXTERIOR ELEVATION AND BUILDING SECTION

SA103 DETAILS - NEW WORK

S-001 GENERAL NOTES, DESIGN DATA, SHEAR TAB SCHEDULE AND DETAILS

S-002 SPECIAL INSPECTIONS

S-101 FLOOR PLAN - NEW WORK

S-102 DETAILS

FIRE PROTECTION

F-001 FIRE PROTECTION SYMBOLS, ABBREVIATIONS AND NOTES

FX101 FIRE SPRINKLER PLAN

ELECTRICAL

E-001 ELECTRICAL SYMBOLS

EL101 FLOOR PLAN AND SECTION

FIRE PROTECTION

HAUL ROUTE MAP

CONTRACTOR

DELIVERY ROUTE

NOT TO SCALE

SUMMER

CONSULTANTS

I N C O R P O R A T E D

DLA DEFENSE SUPPLY CENTER RICHMOND, RICHMOND, VA

PN 469015, BUILDING 98 TRUCK CANOPY

BCOES

NAO FILE NO.: 871

SOLICITATION NO.: XXXXXX-XX-X-XXX

CONTRACT NO.: XXXXXX-XX-X-XXXX

ISSUE DATE: 28 MARCH 2019

VOLUME I

CONTRACTOR TRAILER

AND LAY DOWN AREA

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DRAWING ABBREVIATIONS MATERIAL LEGEND

A ---------------------

A/E ARCHITECT/ENGINEER

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL

SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING

TILE

ADA AMERICANS WITH

DISABILITIES ACT

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASSY ASSEMBLY

ATC ACOUSTICAL TILE

CEILING

AVG AVERAGE

B ---------------------

BD BOARD

BDRY BOUNDARY

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

CAV CAVITY

CBB CEMENTITIOUS (BACKER)

BOARD

CD CONSTRUCTION

DOCUMENTS

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED

/CONTRACTOR INSTALLED CFE

CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE CFMF

COLD-FORMED METAL

FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FEET

D ---------------------

D DEPTH

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DRI DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

EA EACH

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF EL FINISH FLOOR ELEVATION

FGL FIBERGLASS

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLG FLOORING

FLR FLOOR

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT

TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GA GAGE/GUAGE

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER

REINFORCED GYPSUM

GLZ GLAZING

GMS GALVANIZED METAL STUD

GUT GUTTER

GYP BD GYPSUM BOARD

H --------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBS POUND

LIB LIBRARY

LIN LINEAR

LOC LOCATION

LT LIGHT

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MFR MANUFACTURER

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OWSJ OPEN WEB STEEL JOIST

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RM ROOM

RO ROUGH OPENING

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SGL SINGLE

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SL SLOPE

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

STD STANDARD

STL JST STEEL JOIST

STOR STORAGE

STRB/HRN STROBE/HORN

T --------------------

T TREAD

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

THK THICKNESS

TN TRUE NORTH

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

ACCESSORY BY MARK

AFF

Elevation

A202

SIM

NORTH ARROW

SQUARE FOOTAGE

ROOM NUMBER

ROOM NAME

VIEW NUMBER

WALL TAG

WINDOW TAG

DOOR TAG

LEVEL

MARK

SHEET NUMBER

SIMILAR TAG

DETAIL LOCATED ON SHEET (MAY ALSO BE

REF. UNDER TITLE FOR MULTIPLE SHEETS)

SIMILAR TAG

ELEVATION RELATIVE TO

FINISHED FLOOR

BUILDING SECTION

99 SIM

A103

99 SIM

AE101

VIEW NUMBER

SHEET NUMBER

SIMILAR TAG

PLAN NORTH INDICATOR

TRUE NORTH

MATCHLINE 11/ AE-101.A1MATCH LINE

NUMBER ON

MATCHING SHEET

CONTINUATION SHEET

DETAIL LOCATED

ON SHEET

AE101

VIEW IDENTIFIER

ROOM TAG WITH SQUARE FOOTAGES*

DETAIL CALLOUT

CALLOUT - DETAILS

ELEVATION

MATCH LINE

SIM

SIMILAR TAG

SIM

A202

SIM

A202

______________VIEW NUMBER

SHEET NUMBER

SIMILAR TAG

WALL SECTION

99 SIM

AE101

VIEW NUMBER

SHEET NUMBER

SIMILAR TAG

DETAIL CALLOUT

GRID HEAD

VIEW NUMBER

SHEET NUMBER

SIMILAR TAG

BUILDING ELEVATION

VIEW NUMBER

EXTENT OF DETAIL

KEYED NOTE

REVISION NOTE

EARTH - COMPACTED

FILL

CONCRETE

BRICK - MASONRY

STEEL

PLYWOOD

RIGID INSULATION

BATT INSULATIONFINISHED WOOD

BLOCKING

CONTINUOUS WOOD

CONCRETE MASONRY

UNIT (PLAN)

CONCRETE MASONRY

UNIT (SECTION) GLASS MAT

SHEATHING

SPRAY-FOAM

INSULATION

SAND, FIREPROOFING,

MORTAR, GROUT,

PLASTER, DRYWALL

SYMBOLS LEGEND

A202

SIM

103A

ROOM NAME

100 SF

CEILING TAG C1

FIRE EXTINGUISHER

CABINET

G-002

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NOT FOR CONSTRUCTION

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PHASE I PHASE II

SD101

PARTIAL FLOOR PLAN - EXISTING

1/16" - 1'-0'

SD101

EXTERIOR ELEVATION -DEMOLITION

1/8" - 1'-0'

EXISTING GUTTER TO

REMAIN INTACT, TYP

EXISTING DOWNSPOUT TO BE

REMOVED. GUTTER OPENING

LOCATION TO BE REUSED, TYP

EXISTING CAST IRON DOWNSPOUT

RECEIVER TO UNDERGROUND STORM

DRAIN TO REMAIN INTACT, TYP

EXISTING RIBBON

WINDOW ASSEMBLIES

TO REMAIN INTACT, TYP

EXISTING CONDUIT TO

BE REMOVED, TYP.

SEE ELECTRICAL

EXISTING ROLL-UP

DOOR TO REMAIN

INTACT, TYP

EXISTING STAIR

WAREHOUSE FLOOR LEVEL

TO REMAIN INTACT, TYP

EXISTING WAREHOUSE

ADDITION (N.I.C.) TO

REMAIN INTACT, TYP

EXISTING DOWNSPOUT

@ THIS LOCATION TO

REMAIN INTACT

EXISTING WALL PACK

LIGHTING TO BE REMOVED,

TYP. SEE ELECTRICAL

EXISTING WALL PACK

LIGHTING TO REMAIN INTACT

@ MANDOORS, TYP. SEE

ELECTRICAL

REMOVE EXISTING

CMU AS REQ'D FOR

STRUCTURAL

STEEL

INSTALLATION

16'-7

" 16'-7

199'-6"

16'-7

" 16'-7

PHASE II PHASE I

EXISTING CMU AS OCCURS

BLDG

KEY PLAN

NTS

PROJECT LOCATION

GENERAL NOTES

1. EACH PROJECT PHASE IS TO BE COMPLETED

INDEPENDENTLY.

2. ACCESS TO THE BAYS NOT IN THE CURRENT

CONSTRUCTION PHASE MUST BE FULLY OPEN FOR

RECEIVING OPERATIONS.

BLDG 98 BLDG 60

SD101

P A

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PHASE I PHASE II

TYP

SA101

FLOOR PLAN - NEW WORK

1/16" - 1'-0'

199'-6"

16'-7

" 16'-7

NEW PRE-FINISHED STANDING

SEAM CANOPY. SEE GENERAL

NOTES FOR STANDARD FINISH

EXISTING OFFICE

EXIST STEEL

BARRICADE, BOLTED

TO FLOOR, TO

REMAIN INTACT

GENERAL NOTES

1. EACH PROJECT PHASE IS TO BE COMPLETED IN A

METHOD TO MAINTAIN DELIVERY ACCESS, AND

SHALL ENSURING A MINIMUM OF THREE BAYS WILL

HAVE UN-IMPEDED ACCESS AT ALL TIMES.

2. ACCESS TO THE BAYS NOT IN THE CURRENT

CONSTRUCTION PHASE MUST BE FULLY OPEN FOR

RECEIVING OPERATIONS.

3. CONTRACTOR SHALL INSTALL A DUST CONTROL

PARTITION, MEETING EM 385-1-1 AND NFPA 241,

FROM FLOOR TO CEILING, IN THE LOCATION

SHOWN OR AT THE DIRECTION OF THE

CONTRACTING OFFICER'S REPRESENTATIVE FOR

WORK IN THE IMMEDIATE WORK AREA.

4. CONTRACTOR SHALL INSTALL WARNING CONES,

FOR FORKLIFT TRAFFIC, AND MAINTAIN THE

SAFETY ZONE DURING THE ENTIRE PROJECT.

5. ALL NEW STANDING SEAM ROOF PANELS, TRIM

METAL, GUTTERS, DOWNSPOUTS, ETC. SHALL

MATCH THE STANDARD INSTALLATION COLOR, W/

"KYNAR" 500 FINISH (BENJAMIN MOORE, MANOR

BROWN, #345287), OR APPROVED EQUAL.

PHASE II DUST PARTITION (SEE GENERAL NOTE 3)PHASE I DUST PARTITION (SEE GENERAL NOTE 3)

WARNING CONES

(SEE GENERAL NOTE 4)

CONTRACTOR TO PROVIDE

ACCESS TO THE EXISTING

OFFICE THROUGHOUT THE

ENTIRETY OF THE PROJECT

145'-0"

SA102

SA103

SA101

F L O

R S

M B

M C

S A

G N

BLDG

KEY PLAN

NTS

SA102

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TYP

NEW CANOPY

12'-0"

TOP OF STEEL

0'-0"

FIN FLR

RIBBON WINDOWS

21'-3"

BOTTOM OF

EXISTING GUTTER TO

REMAIN INTACT, TYP

SA102

EXTERIOR ELEVATION - NEW WORK

1/8" - 1'-0'

SA102

BUILDING SECTION B-B

1/8" - 1'-0'

EXISTING GUTTER TO

REMAIN INTACT, TYP

INSTALL NEW DOWNSPOUT @ PREVIOUS

GUTTER OPENING LOCATIONS, TYP

EXISTING CAST IRON DOWNSPOUT

RECEIVER TO UNDERGROUND STORM

DRAIN TO REMAIN INTACT, TYP. SEE

GENERAL NOTE 1 FOR FURTHER INFO

EXISTING RIBBON

WINDOW ASSEMBLIES

TO REMAIN INTACT, TYP

NEW PRE-FINISHED

STANDING SEAM

CANOPY, TYP

EXISTING ROLL-UP

DOOR TO REMAIN

INTACT, TYP

EXISTING STAIR

WAREHOUSE FLOOR LEVEL

TO REMAIN INTACT, TYP

EXISTING WAREHOUSE

ADDITION (N.I.C.) TO

REMAIN INTACT, TYP

EXISTING DOWNSPOUT

@ THIS LOCATION TO

REMAIN INTACT, TYP

16'-7

" 16'-7

199'-6"

PHASE II PHASE I

20'-6" 21'-6" 21'-6" 17'-10" 18'-0" 18'-0" 17'-10" 21'-6" 21'-6" 20'-6"

198'-8"

GENERAL NOTES:

1. THE CONTRACTOR SHALL CLEAN THE EXISTING STORM DRAIN

SYSTEM FROM THE DOWNSPOUT RECEIVER AT THE

BUILDING, AND OUT TO THE JUNCTION WITH THE MAIN STORM

DRAIN, APPROXIMATELY 60 FEET WEST OF THE FACILITY.

2. SEE GENERAL NOTES ON SHEET SA101 FOR FINISH COLOR

OF ALL NEW METAL.

SA103

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SA103

CANOPY SECTION A - NEW WORK

3/8" - 1'-0'

EXISTING CONCRETE

STAIRS & METAL

HANDRAIL ASSEMBLY

NEW DOWNSPOUT, TYP

NEW GUTTER, TYP

NEW STANDING SEAM ROOF OVER

GALVANIZED METAL DECKING OVER

METAL CANOPY FRAMING, TYP

NEW DOWNSPOUT INSTALLED @

PREVIOUS LOCATIONS, TYP

EXISTING RIBBON WINDOWS TO

REMAIN INTACT, TYP

EXISTING GUTTER TO REMAIN

INTACT, TYP

12'-0"

TOP OF STEEL

0'-0"

FIN FLR

RIBBON WINDOWS

21'-3"

BOTTOM OF

SA103

CANOPY HEAD DETAIL

1 1/2" - 1'-0'

SA103

CANOPY EAVE DETAIL

1 1/2" - 1'-0'

NEW 1/2" BIRD NETTING TO MATCH

EXISTING NETTING @ OTHER

BUILDINGS ON THE SITE. INSTALL

VELCRO TYPE MAINTENANCE ACCESS

OPENINGS FOR SPRINKLER AND

ELECTRICAL SYSTEMS (SEE 4/SA103),

TYP BETWEEN ALL GRID SPACES, AND

INSTALLED ABOVE ALL RAIN LEADERS

AND DOWNSPOUTS

NEW METAL CANOPY FRAMING W/

STANDING SEAM ROOF, TYP

DOWNSPOUT BEYOND

EXISTING RIBBON WINDOW

SAWCUT MORTAR JOINT - PROVIDE REGLET

SILICONE SEALANT

ALUMINUM COUNTER FLASHING

TO MATCH CANOPY COLOR, TYP

Z-CLOSURE

GALVANIZED METAL DECKING

STANDING SEAM METAL ROOF

ROOF PANEL CLIPS

ALUMINUM DRIP EDGE

COLD FORMED METAL ROOF

FRAMING, SEE STRUCTURAL

ALUMINUM FASCIA - WRAP

AROUND

6" ALUMINUM GUTTER TO MATCH EXISTING

NEW 4"x6" ALUMINUM DOWNSPOUT

TO EXISTING DRAIN (TO MATCH

EXISTING) - HOLD TIGHT TO

CEILING. VERIFY ACTUAL SIZE OF

EXISTING DOWNSPOUTS

GALVANIZED METAL DECKING

FASTEN P.T. 2X

NAILER TO FRAMING

NEW 8X24 WF

NEW FRAMING AS REQ'D

NEW COLD FORMED METAL

FRAMING, SEE STRUCTURAL

EXISTING CAST IRON

DOWNSPOUT RECEIVER TO

UNDERGROUND STORM DRAIN

TO REMAIN INTACT, TYP

SA103

CANOPY SOFFIT ACCESS PLAN

1/4" - 1'-0'

NEW 1/2" BIRD NETTING TO MATCH

EXISTING NETTING @ OTHER

BUILDINGS ON THE SITE

NEW VELCRO TYPE MAINTENANCE

ACCESS OPENINGS FOR SPRINKLER

AND ELECTRICAL SYSTEMS, TYP

BETWEEN ALL GRID SPACES

FACE OF CANOPY

FACE OF BLDG

NEW BRACING ANGLES, SEE

STRUCTURAL, 1/S-101

NEW FRAMING,

SEE STRUCTURAL

GENERAL NOTES:

1. SEE GENERAL NOTES ON SHEET SA101 FOR FINISH COLOR

OF ALL NEW METAL.

(2) ROWS OF NEW SNOW

GUARDS, ENTIRE

LENGTH OF CANOPY,

PER ROOF MFR, TYP

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FOR OFFICIAL USE ONLY

GENERAL

1. CONTRACTOR IS TO VERIFY DIMENSIONS AT THE SITE.

2. THERE SHALL BE NO DEVIATIONS FROM THESE CONSTRUCTION DOCUMENTS UNLESS

APPROVED BY THE CONTRACTING OFFICER. ANY DEVIATION FROM, ADDITION TO,

SUBSTITUTION FOR, OR MODIFICATION TO THE STRUCTURE OR ANY PART OF THE

STRUCTURE SHOWN ON THESE DRAWINGS SHALL BE SUBMITTED IN WRITING TO THE

CONTRACTING OFFICER FOR REVIEW. SHOP DRAWINGS THAT ARE SUBMITTED FOR

REVIEW DO NOT CONSTITUTE “IN-WRITING” UNLESS IT IS CLEARLY NOTED THAT SPECIFIC

CHANGES ARE BEING SUGGESTED.

EXISTING STRUCTURAL & EXISTING CONDITIONS

1. CONTRACTOR IS TO NOTIFY THE CONTRACTING OFFICER OF QUESTIONABLE EXISTING

STRUCTURAL COMPONENTS (MASONRY WALLS, STEEL BEAMS & LINTEL, EXPOSED

FOUNDATIONS, ETC.) AND FRAMING CONNECTIONS WHEN ENCOUNTERED.

2. GRIDLINES ARE SHOWN ON THE STRUCTURAL DRAWINGS AND THESE REFLECT

ASSUMED ARCHITECTURAL AND STRUCTURAL DIMENSIONS. IN MOST CASE, GRID LINES

COINCIDE WITH EXISTING COLUMN AND PILASTER CENTERLINES. IF ACTUAL FIELD

DIMENSIONS VARY, NOTIFY THE CONTRACTING OFFICER.

3. CONTRACTOR TO VERIFY EXACT LOCATION OF ALL EXISTING STRUCTURAL

COMPONENTS THAT WILL BE CONNECTED TO NEW FRAMING PRIOR TO STEEL

FABRICATION. IT IS THE CONTRACTOR’S RESPONSIBILITY TO VERIFY ALL EXISTING

DIMENSIONS AND COORDINATE THESE DIMENSIONS WITH THE STEEL FABRICATOR

PRIOR TO STEEL FABRICATION TO ENSURE ARCHITECTURAL AND STRUCTURAL DESIGN

CONCEPT. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF

DISCREPANCIES.

4. CONTRACTOR IS TO FURNISH ENGINEER A PROPOSED SEQUENCE OF EXISTING

COMPONENT REMOVAL. METHODS OF SAW CUTTING, TEMPORARY SHORING AND

OTHER PERTINENT TASKS RELATING TO EXISTING COMPONENT REMOVAL IS TO BE

SUBMITTED TO THE THE CONTRACTING OFFICER FOR REVIEW AND TO VERIFY THAT

WORK IS IN GENERAL CONFORMANCE.

STRUCTURAL STEEL

1. STRUCTURAL STEEL IS TO CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS, AND IS

TO BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE

AISC SPECIFICATIONS.

1.a .....STEEL WIDE FLANGE SECTIONS............ASTM A992 OR ASTM A572 - GRADE 50

1.b .....MISCELLANEOUS STEEL SECTIONS......ASTM A36

2. ALL STEEL SHALL BE DOMESTICALLY (INCLUDING CANADA) MILLED AND FABRICATED.

3. CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL CONFORM TO ASTM

A325 OR A490, UNLESS OTHERWISE NOTED. STRUCTURAL STEEL CONNECTIONS SHALL

BE DESIGNED BY THE CONTRACTOR IN ACCORDANCE WITH THE MINIMUM

REQUIREMENTS SPECIFIED IN THE DRAWINGS AND LRFD.

4. WELDING IS TO CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY

AND THE AISC, AND IS TO BE PERFORMED ONLY BY CERTIFIED WELDERS.

5. STRUCTURAL STEEL, MISCELLANEOUS METAL, AND EMBEDS EXPOSED TO THE EXTERIOR

IS TO BE HOT DIP GALVANIZED AFTER FABRICATION, EXCEPT AS NOTED ON THE

DRAWINGS.

6. STRUCTURAL STEEL IS TO BE PREPARED AND PRIMED ACCORDING TO THE

SPECIFICATIONS. STRUCTURAL STEEL LOCATED IN CRAWL SPACES OR OTHERWISE

INACCESSIBLE AREAS ARE TO RECEIVE 2 COATS OF PRIMER.

COLD FORMED METAL FRAMING

1. METAL FRAMING IS TO CONFORM TO ASTM A446. MINIMUM YIELD STRENGTH IS TO BE

50,000 PSI, WITH 1 5/8” MINIMUM FLANGE WIDTH.

2. MEMBERS ARE TO BE FABRICATED IN ACCORDANCE WITH AISI SPECIFICATIONS FOR THE

DESIGN OF COLD-FORM STEEL STRUCTURAL MEMBERS, LATEST EDITION. MEMBERS

ARE TO BE GALVANIZED.

3. CONNECTIONS ARE TO BE SCREWED OR WELDED, WITH A MINIMUM OF 2 - #12 TEK

SCREWS OR 3/16 FILLET WELD AND USED AT EACH CONNECTION AS MINIMUM.

4. METAL FRAMING MEMBERS ARE TO BE CLOSED OFF AT BOTH ENDS WITH CONTINUOUS

METAL TRACK OF EQUIVALENT GAGE OR GREATER THICKNESS THAN METAL GAGE

MEMBERS.

5. CONTRACTOR IS TO PROVIDE DESIGN CALCULATIONS FOR REVIEW. CALCULATIONS ARE

TO BE PREPARED AND SEALED BY A LICENSED ENGINEER IN THE STATE OF VIRGINIA

AND ARE TO BE SUBMITTED TO THE THE CONTRACTING OFFICER FOR REVIEW AND TO

VERIFY THAT WORK IS IN GENERAL CONFORMANCE. REFER TO SPECIFICATION FOR

ADDITIONAL INFORMATION.

VERTICAL LOAD DESIGN DATA

CANOPY ROOF LIVE LOAD = 20 PSF

COLLATERAL DEAD LOAD = 10 PSF

GROUND SNOW LOAD (Pg) = 20 PSF

WIND DESIGN DATA

V (ULTIMATE) = 115 MPH

V (ASD) = 89 MPH

EXPOSURE CATEGORY = C

RISK CATEGORY = II

SEISMIC DESIGN DATA

SEISMIC IMPORTANCE FACTOR (Ie) = 1.0

SPECTRAL RESPONSE ACCELERATION (Ss) = 0.18

SPECTRAL RESPONSE ACCELERATION (S1) = 0.06

SITE CLASS = D (ASSUMED)

SPECTRAL RESPONSE COEFFICIENT (Sds) = 0.19

SPECTRAL RESPONSE COEFFICIENT (Sd1) = 0.10

SEISMIC DESIGN CATEGORY = B

BASIC SEISMIC RESISTING FORCE SYSTEM = NOT SPECIFICALLY DETAILED FOR SEISMIC DESIGN

ROOF (PSF)

AREA (SF)

10 100

ZONES

27.9

-25.2

41.9

-38.5

55.9

-75.5

27.9

-25.2

41.9

-38.5

41.9

-38.5

COMPONENETS & CLADDING TABLE (ULT.)

S-001

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METAL ROOF DECK FASTENING SCHEDULE

LABEL SUPPORT

PATTERN

SIDE LAP

(#10 TEK

SCREWS)

TYPE & GAUGE

(GALV. ROOF

DECK)

32/4 - #12 TEK SCREWS

(4)

(3)

(2)

20 GAUGE - 1.5 B

ROOF ZONES DIAGRAM

3 3 a = 7'-0" a (TYP)

AISC - TABLE N5.6-1

INSPECTION TASKS PRIOR TO BOLTING

QUALITY

CONTROL

QUALITY

ASSURANCE

MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTNER MATERIALS

INSPECTION TASKS PRIOR TO BOLTING

FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS OO

CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT

LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) OO

CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL OO

CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE

CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE

REQUIREMENTS

OPPRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL

OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED

OOPROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER

FASTENER COMPONENTS

OBSERVE (O): THE INSPECTOR SHALL OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE

DELAYED PENDING THESE INSPECTIONS.

PERFORM (P): THESE TASKS SHALL BE PERFORMED FOR EACH WELDED JOINT OR MEMBER.

AISC - TABLE N5.6-2

INSPECTION TASKS DURING BOLTING

CONTINUOUS PERIODIC

FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND

WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED

INSPECTION TASKS DURING BOLTING

FREQUENCY OF INSPECTION

X—

JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE

PRETENSIONING OPERATION X—

FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM

ROTATING X—

FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC

SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM MOST RIGID POINT

TOWARD THE FREE EDGES

X—

AISC - TABLE N5.6-3

INSPECTION TASKS AFTER BOLTING

CONTINUOUS PERIODIC

DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS

INSPECTION TASKS AFTER BOLTING

FREQUENCY OF INSPECTION

—X

AISC - TABLE N5.4-1

INSPECTION TASKS PRIOR TO WELDING

QUALITY

CONTROL

QUALITY

ASSURANCE

WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS

INSPECTION TASKS PRIOR TO WELDING

MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE PP

MATERIAL INDENTIFICATION (TYPE/GRADE) OO

WELDER IDENTIFICATION SYSTEM {a] OO

FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)

- JOINT PREPARATION

- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

- CLEANLINESS (CONDITION OF STEEL SURFACES)

- TACKING (TACK WELD QUALITY AND LOCATION)

- BACKING TYPE AND FIT (IF APPLICABLE)

CONFIGURATION AND FINISH OF ACCESS HOLES OO

FIT-UP OF FILLET WELDS

- DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

- CLEANLINESS (CONDITION OF STEEL SURFACES)

- TACKING (TACK WELD QUALITY AND LOCATION)

WPS AVAILABLE P P

FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y- AND K-JOINTS WITHOUT BACKING

(INCLUDING JOINT GEOMETRY

- JOINT PREPARATIONS

- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

- CLEANLINESS (CONDITION OF STEEL SURFACES)

- TACKING (TACK WELD QUALITY AND LOCATION)

- BACKING TYPE AND FIT (IF APPLICABLE)

P O

CHECKING WELDING EQUIPMENT O --

[a] THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OF MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE.

OBSERVE (O): THE INSPECTOR SHALL OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATION NEED NOT BE

DELAYED PENDING THESE INSPECTIONS.

PERFORM (P): THESE TASKS SHALL BE PERFORMED FOR EACH WELDED JOINT OR MEMBER.

WHEN A TASK IS NOTED TO BE PERFORMED BY BOTH QC AND QA IT IS PERMITTED TO COORDINATE THE INSPECTION FUNCTION BETWEEN THE QC INSPECTOR AND QA INSPECTOR SO THAT THE INSPECTION FUNCTION ARE PERFORMED BY ONLY ONE PARTY. WHEN THE QA RELIES UPON INSPECTION FUNCTIONS PERFORMED BY QC, THE APPROVAL OF THE ENGINEER OF RECORD AND THE AUTHORITY HAVING JURISDICTION.

AISC - TABLE N5.4-2

INSPECTION TASKS DURING WELDING

QUALITY

CONTROL

QUALITY

ASSURANCEINSPECTION TASKS DURING WELDING

CONTROL AND HANDLING OF WELDING CONSUMABLES

- PACKAGING

- EXPOSURE CONTROL

NO WELDING OVER CRACKED TACK WELDS OO

ENVIRONMENTAL CONDITIONS

- WIND SPEED WITHIN LIMITS

- PRECIPITATION AND TEMPERATURE

WPS FOLLOWED

- SETTINGS ON WELDING EQUIPMENT

- TRAVEL SPEED

- SELECTED WELDING MATERIALS

- SHIELDING GAS TYPE/FLOW RATE

- PREHEAT APPLIED

- INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)

- PROPER POSITION (F,V,H,OH)

WELDING TECHNIQUES

- INTERPASS AND FINAL CLEANING

- EACH PASS WITHIN PROFILE LIMITATIONS

- EACH PASS MEETS QUALITY REQUIREMENTS

PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P

OBSERVE (O): THE INSPECTOR SHALL OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE

DELAYED PENDING THESE INSPECTIONS.

PERFORM (P): THESE TASKS SHALL BE PERFORMED FOR EACH WELDED JOINT OR MEMBER.

AISC - TABLE N5.4-3

INSPECTION TASKS AFTER WELDING

QUALITY

CONTROL

QUALITY

ASSURANCE

WELDS CLEANED

INSPECTION TASKS AFTER WELDING

SIZE, LENGTH, AND LOCATION OF WELDS PP

WELDS MEET VISUAL ACCEPTANCE CRITERIA

- CRACK PROHIBITION

- WELD/BASE-METAL FUSION

- CRATER CROSS SECTION

- WELD PROFILES

- WELD SIZE

- UNDERCUT

- POROSITY

ARC STRIKES PP

k-AREA [a]

PPBACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)

—OREPAIR ACTIVITIES

—PDOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER

WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES [b] PP

NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR OO

[a] WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 INCHES (75MM) OF THE WELD.

[b] AFTER ROLLED HEAVY SHAPES (SEE SECTION A3.1C) AND BUILT-UP HEAVY SHAPES (SEE SECTION a3.14D) ARE

WELDED, VISUALLY INSPECT THE WELD ACCESS HOLE FOR CRACKS.

OBSERVE (O): THE INSPECTOR SHALL OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE

DELAYED PENDING THESE INSPECTIONS.

PERFORM (P): THESE TASKS SHALL BE PERFORMED FOR EACH WELDED JOINT OR MEMBER.

SPECIAL INSPECTION NOTES:

1. THE CONTRACTING OFFICER IS NOT RESPONSIBLE FOR INSPECTIONS AND TESTINGS.

GENERAL CONTRACTOR TO CARRY IN THEIR CONTRACT.

2. GENERAL CONTRACTOR'S TESTING LABORATORY SHALL PROVIDE SPECIAL

INSPECTION SERVICES IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE

FOR THE FOLLOWING ITEMS LISTED ON THESE SHEETS. ONLY

TESTS ARE REQUIRED FOR THE APPLICABLE MATERIALS ON THE PROJECT.

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FOR OFFICIAL USE ONLY

S-002

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GRID

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FOR OFFICIAL USE ONLY

PHASE I PHASE II

TYP

S-101

PARTIAL PLAN & STRUCTURAL GRID LAYOUT

1/16" - 1'-0'

199'-6"

16'-7

" 16'-7

OUTLINE OF NEW

CANOPY, TYP

S-101

CANOPY SECTION A - NEW WORK

3/8" - 1'-0'

EXISTING CONCRETE

STAIRS & METAL

HANDRAIL ASSEMBLY

BOTTOM W8X24 BEAM

@ EACH COLUMN, TYP

NEW 2L 5X5X3/8 KICKBACK ANGLES.

SLOPE TO MATCH EXISTING

CANOPIES ON SITE

EXISTING RIBBON WINDOWS TO

REMAIN INTACT, TYP

EXISTING GUTTER TO REMAIN

INTACT, TYP

12'-0"

TOP OF STEEL

0'-0"

FIN FLR

RIBBON WINDOWS

21'-3"

BOTTOM OF

NEW W8X24 FRAMED IN BETWEEN

BEAMS, SHEAR TAB CONNECTIONS

BETWEEN BEAMS, TYP

W8X24 BEAM FRAMED

INTO EXISTING

COLUMNS, TYP

EXISTING W12X40

COLUMN, TYP

NEW W8X24 FRAMED IN

BETWEEN BEAMS, SEE

DETAIL 1/S-102, AND SHEAR

TAB SCHEDULE, TYP

NEW 1 1/2", 20 GA, TYPE 'B', G-60

GALVANIZED METAL DECKING OVER COLD

FORM STEEL FRAMING. FASTEN TO THE

METAL FRAMING SYSTEM WITH #12 DP2

SELF DRILLING SCREWS. SEE S-001 FOR

FASTENING SCHEDULE

PL 12"x6"x3/4" THICK PLATE. FOR

KICKBACK ANGLE ATTACHMENT,

SEE DETAIL 4/S-102

PL 18"x6"x3/4" THICK PLATE W/ (8) 3/4"Ø

A325 BOLTS, BOLTED TO W8 CANOPY

BEAM W/ 3/8" THICK PLATE FOR

KICKBACK ANGLE ATTACHMENT, SEE

DETAIL 3/S-102

4'-5

BEAM OVER BEAM

CONNECTION

7'-1

BEAM OVER BEAM

CONNECTION

L4x4x1/4 BRACING ANGLE 1/4", SEE DETAIL 5/S-102 FOR

CONNECTION TO BEAM, TYP.

6" METAL STUD W/ TRACK @ TOP &

BOTTOM(MIN 20 GA) SPACED @ 24"

MAX C/C

EXISTING CMU

WALL, TYP

PL 12"X6"X3/4", TYP. SEE

DETAIL 2/S-102 AND SHEAR

TAB SCHEDULE

REPAIR ALL CUTOUTS IN CMU

WALL W/ POLYMER MODIFIED

MORTAR WHERE ACCESS TO

COLUMNS OCCURS, AND PAINT

TO MATCH EXISTING,TYP

S-101

PARTIAL CANOPY CANTILEVER SECTION @ WALL

1/2 - 1'-0'

EDGE OF NEW

CANOPY

EDGE OF NEW

CANOPY

S-101

PARTIAL CANOPY CANTILEVER SECTION @ EAVE

1/2 - 1'-0'

FACE OF NEW

CANOPY BEYOND, TYP

NEW W8X24 IN

FOREGROUND

NEW W8X24 FRAMED IN

BETWEEN BEAMS, SEE DETAIL

1/S-001, AND SHEAR TAB

SCHEDULE, TYP

BOTTOM W8X24 BEAM

@ EACH COLUMN, TYP

NEW W8X24 @

EDGE OF CANOPY

NEW W8X24 @

EDGE OF CANOPY

NEW W8X24 FRAMED IN

BETWEEN BEAMS, SEE DETAIL

1/S-001, AND SHEAR TAB

SCHEDULE, TYP

NEW W8X24

CANTILEVER BEAM

OPP

HAND

OPP

HAND

(4) 3/4"Ø A325

BOLTS, TYP

19'-0 3/4"±

TOP OF STEEL

EQ EQ EQ

17'-3

" DIM TO MATCH EXIST

(FIELD VERIFY)

1/4

6" METAL STUD

BRACE, TYP

S-101

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NOT FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

S-102

SHEAR TAB CONNECTION SCHEDULE

3/4" - 1'-0'

3/16

SNUG-TIGHTENED BOLTED

CONNECTION USING 3/4"Ø, A325

BOLTS, IN HORIZONTAL

SHORT-SLOTTED HOLES IN PLATE

COPE

SINGLE PLATE 3/8"

THICKNESS, TYP.

3" MAX 1 1/2" MIN. TYP.

S-102

NEW PLATE CONNECTION #1

3" - 1'-0'

3/4" PL

S-102

NEW PLATE CONNECTION #2

3" - 1'-0'

1 2

13/16"Ø

3/8" THICK

PLATE WELDED

TO 3/4" PLATE

TOP

3" 9" 3"

18"

3/4" PLATE

SIDE

FRONT

NOTES:

1. TYPICAL BEAM TO BEAM AND BEAM TO COLUMN CONNECTION.

2. SINGLE PLATE SHEAR CONNECTIONS PER AISC LRFD.

SHEAR TAB BEAM-GIRDER STANDARD CONNECTIONS

BEAM

SIZE

MIN. # OF

BOLTS

2W8

PLATE

THICKNESS

3/8

SIZE OF FILLET

WELD 'W'

3/16

CONNECTION

STRENGTH (LFRD)

24.5K

EXIST W12X40

AS OCCURS

1/4

3/8" SHEAR TAB

CENTERED ON

PLATE

18"

NEW KICKBACK

ANGLE, SEE 2/S-101

FRONT SIDE

3/8" THICK

PLATE WELDED

TO 3/4" PLATE

S-102

NEW PLATE CONNECTION #3

3" - 1'-0'

1 2

NEW KICKBACK

ANGLE, SEE 2/S-101

3/4" PL

EXIST W12X40

AS OCCURS

1/4

NEW KICKBACK

ANGLES, SEE

2/S-101

3/4" PL

EXIST W12X40

AS OCCURS

19'-0 3/4"±

TOP OF STEEL

19'-0 3/4"±

TOP OF STEEL

3/8" THICK

PLATE WELDED

TO 3/4" PLATE

1 4

1/4

S-102

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S-102

BRACING CONNECTION

3" - 1'-0'

3/8" PL

1/4

STEEL BRACING ANGLE

WELDED TO 3/8" PLATE,

SEE PLAN FOR ANGLE

SIZE

STEEL BEAM TYP.,

SEE PLAN

1'-8"

SYMBOLS

FP-001 FP-101

A135

DETAIL NUMBER:

1 - NUMBER INDICATES DETAIL.

FP-001 - SHEET NUMBER WHERE DETAIL IS REFERENCED.

FP-101 - SHEET NUMBER WHERE DETAIL IS DRAWN

COLUMN LINE NUMBER

NOTE REFERENCE NUMBER

ROOM NUMBER DESIGNATION

DRAWING REVISION NUMBER

ABBREVIATIONSGENERAL NOTES

1. PROVIDE AN EXTENSION TO THE EXISTING WET-PIPE SPRINKLER SYSTEM, AS INDICATED IN THE DRAWINGS, DESIGNED IN ACCORDANCE WITH UFC 3-600-01, CHANGE2 DATED 25 MARCH 2018 AND NFPA 13, 2016.THE EXISTING SYSTEM WAS HYDRAULICALLY DESIGNED AND THE HYDRAULICALLY MOST REMOTE AREA IS OUTSIDE OF THE AREA OF WORK.

HYDRAULICALLY DESIGN THE WET-PIPE SPRINKLER EXTENSION IN ACCORDANCE WITH UFC 3-600-01 SECTION 9-6.4.

2. FOLLOW THE PHASING PLAN INDICATED ON THE A SHEETS.

3. ALL DRAWING INFORMATION IS DIAGRAMMATIC IN NATURE AND SHALL BE CONFIRMED.

4. THE EXISTING SPRINKLER SYSTEM IS IN SERVICE, AND WILL REMAIN IN SERVICE UNTIL FINAL CONNECTIONS ARE READY TO BE

MADE. AFTER CONNECTION, FILL AND TEST THE NEW AND EXISTING SYSTEM.

5. MODIFY THE EXISTING WET-PIPE SPRINKLER SYSTEM TO PROTECT THE AREA UNDER THE CANOPY. PROVIDE DRY BARREL EXTENDED COVERAGE SIDEWALL HEADS SUITABLE FOR ANGLED MOUNTING. BASIS OF DESIGN: VIKING VK-25X3 OR VK-27X3.

6. CONDUCT A HYDRANT WATER FLOW TEST PER NFPA 291 2019 EDITION.

7. THE FIRE ALARM SYSTEM IS EXISTING, AND IS NOT MODIFIED AS A RESULT OF THIS PROJECT.

8. SEPARATE THE AREA OF WORK FROM THE OCCUPIED BUILDING PORTION. SEE SHEET SA101 FOR BARRIER SEPARATION.

0.20 GPM/SF

ORDINARY

SPRINKLER DESIGN CRITERIA

OUTSIDE HOSE STREAM ALLOWANCE:

REMOTE AREA: 2500 SF

250 GPM

DISCHARGE DENSITY:

OCCUPANCY HAZARD:

SUMMER CONSULTANTS

FLOW TEST DATA

TEST DATE:

FLOW TEST BY:

LOCATION:

TOTAL FLOW:

RESIDUAL PRESSURE:

STATIC PRESSURE:

FLOW HYDRANT 45, RESIDUAL 44

17 OCT 2018

65 PSI

1250 GPM

40.5 PSI

3-1/2" DIAMETER PRESSURE GAUGE

WITH ISOLATION VALVE

LIMIT OF DEMOLITION

DOUBLE CHECK BACKFLOW

POINT OF CONNECTION

OS&Y VALVE

CHECK VALVE

FIRE DEPARTMENT CONNECTION

SP SPRINKLER PIPING

PREVENTOR ASSEMBLY

EXISTING SPRINKLER

## SPRINKLER AND FIRE ALARM ZONE NAME

SPRINKLER TEMPERATURE: ORDINARY

MINIMUM K-FACTOR: 8.0

ADDRESSABLE INPUT MODULE

ADDRESSABLE OUTPUT MODULE

VALVE TAMPER SWITCH

WATER FLOW SWITCH

DRY PIPE RISER

FLOW METER

VALVE

HYDRAULIC CALCULATION MODE

AFF

AHU

AHJ

BFC

CLOS

CKT

CMU

CONC

CRM

DHWT

ELEV

EOL

EQUIP

EX/(E)

FLS

GYP

HDR

IDC

LAT

MCC

MECH

NAC

NAP

NFPA

NTS

TELE

TYP

UON

AIR CONDITION

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

AUTHORITY HAVING JURISDICTION

ADDRESSABLE INTERFACE

ASPIRATING

BEAM

BELOW FINISHED CEILING

CEILING

CLOSET

CIRCUIT

CONCRETE MASONRY UNIT

CONCRETE

CENTRIFUGAL REFRIGERATION MACHINE

DOWN

DOMESTIC HOT WATER TANK

EQUIPMENT GROUND

ELEVATOR

END OF LINE SUPERVISION DEVICE

ELECTRIC-PNEUMATIC SWITCH

EQUIPMENT

EXISTING

FIRE ALARM

FLOOR

FLOOR SINK

FEET

GYPSUM BOARD

HEADER

HEATING VENTILATING

INITIATING DEVICE CIRCUIT

INCH

LAY-IN ACOUSTICAL TILE

MOTOR CONTROL CENTER

MECHANICAL

NOTIFICATION APPLIANCE CIRCUIT

NOTIFICATION APPLIANCE PANEL

NATIONAL FIRE PROTECTION ASSOCIATION

NUMBER

NOT TO SCALE

ROOM

SPRINKLER

STAIR

TERMINAL CABINET

TELEPHONE

TYPICAL

UNLESS OTHERWISE NOTED

WATER

ZONE

FDC FIRE DEPARTMENT CONNECTION

FPC FIRE PUMP CONNECTION

NEW UPRIGHT SPRINKLER

BUTTERFLY VALVE

EXISTING SIDEWALL SPRINKLER

NEW PENDANT SPRINKLER

(E)

(ETR)

EXISTING PIPING

EXISTING TO REMAIN PIPING ON DEMOLITION DRAWINGS

AIM

AOM

NORMALLY OPEN

NORMALLY CLOSED

CHECK

SCALE

USED

FLOW - G.P.M.

WATER SUPPLY GRAPH NO. _____, N 1.85

105 PSI

1950 GPM

96 PSI

NO PUMP PUMP ON

100300

103400

106500

109600

112700

115800

118900

1211000

1241100

1271200

1301300

1331400

1361500

1391600

1421700 1451800

1481900

1512000

1542100

1572200

1602300

1632400

200 399

203 499

206 599

209 699

212 799 215 899

218 999

221 1099

224 1199

227 1299

230 1399

2331499

2361599

2391699

242 1799

245 1899

248 1999

251 2099

254 2199

2572299

260 2399

263 2499

PUMP RUNNING

PUMP SECURED

ORIGINAL SYSTEM CURVE

Dx1060

SYSTEM EXTENSION CURVE

HYDRAULIC CALCULATION AREA

RESIDUAL HYDRANT 44

FLOW HYDRANT 45

HYDRAULIC NODE DIAGRAM

MAXIMUM SPACING 20 FT

NOT TO SCALE

WATER FLOW TEST DEMAND VS SUPPLY GRAPH

NOT TO SCALE

3/2

7/2

9 1 2:2

7:4 6 P

1.1

-0

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F I R

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F-001

A B

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(E) 6"FIRE

(E)FDC

(E) BACKFLOW TEST HEADER

(E)RISER VALVE BELOW FLOOR

(E) ISOLATION VALVE

I R

Y P

112 115 118 121 124 127 130 133 136 139

142 145 148 151 154 157 160 163

D x

1"DRAIN

(E) 6" FIRE (E) 3" FIRE

1.5" FIRE

SIDEWALL DRY

SPRINKLER ASSEMBLY

1" DRAIN HEADER

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NOT FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

FLOOR PLAN - NEW WORK

1/8" = 1'-0"

CANOPY SECTION - NEW WORK

3/8" = 1'-0"

NOTES

1. CORE DRILL CMU WALL AT ANGLE TO MATCH

NEW CANOPY. PROVIDE DRY SIDEWALL

SPRINKLER ASSEMBLY OF SUFFICIENT

LENGTH.

2. COORDINATE SPRINKLER LOCATIONS TO

CLEAR CANOPY STRUCTURE.

FX101

F I R

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FX101 FX101

FX101

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text 2'

AutoCAD SHX Text

FIRE SPRINKLER PLAN

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

SYMBOLS

A135 1,3,5

#10

1,3,5

A135

#10 A135 1,3,5

E-001 E-101

A135

A AMPERES.

AF FRAME SIZE IN AMPERES.

AFF ABOVE FINISHED FLOOR.

AT TRIP SIZE IN AMPERES.

AWG AMERICAN WIRE GAUGE.

BLDG. BUILDING.

C/B CIRCUIT BREAKER.

EMT ELECTRICAL METALLIC TUBING.

FA FIRE ALARM.

FACP FIRE ALARM CONTROL PANEL.

FCU FAN COIL UNIT.

FLA FULL LOAD AMPERES.

FVNR FULL VOLTAGE NON-REVERSING.

GFI GROUND FAULT INTERRUPTER.

GRD. GROUND CONDUCTOR.

HOA HAND-OFF-AUTOMATIC SELECTOR SWITCH.

KAIC THOUSAND AMPERE INTERRUPTING CAPACITY.

KW KILO-WATTS.

M.L.O. MAIN LUGS ONLY.

N.C. NORMALLY CLOSED.

N.E.C. NATIONAL ELECTRICAL CODE.

NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION.

NFSS NON-FUSED SAFETY SWITCH.

N.O. NORMALLY OPEN. NUMBER OF POLES.

P NUMBER OF PHASES.

PH. RIGID GALVANIZED STEEL.

SRC SERVER RACK CLUSTER.

U.L. UNDERWRITER'S LABORATORIES.

V VOLTAGE.

WP WEATHERPROOF, OR NEMA 3R ENCLOSURE.

DETAIL NUMBER:

- NUMBER INDICATES DETAIL.

- SHEET NUMBER WHERE DETAIL IS REFERENCED.

- SHEET NUMBER WHERE DETAIL IS DRAWN.

COLUMN LINE NUMBER.

NOTE REFERENCE NUMBER.

ROOM NUMBER DESIGNATION.

DRAWING REVISION NUMBER.

CONDUIT UP.

CONDUIT DOWN.

DELTA CONFIGURATION.

WYE GROUNDING CONFIGURATION.

PHASE.

BRANCH CIRCUIT CONDUIT AND CONDUCTORS RUN EXPOSED.

SIZE IN ACCORDANCE WITH N.E.C. RACEWAY SHALL BE

MINIMUM 1/2" CONDUIT, AND WIRE SHALL BE MINIMUM SIZE #12

AWG COPPER, UNLESS OTHER SIZES ARE SPECIFICALLY NOTED.

HOME RUN TO PANEL.

NUMBER OF ARROWS INDICATE THE NUMBER OF

CIRCUITS.

NUMBER OF SLASH MARKS INDICATE THE NUMBER OF

CONDUCTORS IN RACEWAY. NO SLASH MARKS INDICATE

2 CIRCUIT CONDUCTORS PLUS A GROUND CONDUCTOR.

GREEN GROUND CONDUCTOR RUN IN RACEWAY.

PANEL NAME TO WHICH CIRCUITS RUN.

CIRCUIT BREAKERS IN PANEL SERVING THESE CIRCUITS.

WIRE SIZE IN AWG. SIZE NOT SHOWN INDICATES #12

AWG.

BRANCH CIRCUIT CONDUIT AND CONDUCTORS RUN CONCEALED

IN WALLS AND CEILING, ALL OTHER CHARACTERISTICS SAME AS

SHOWN ABOVE.

JUNCTION BOX, 4" SQUARE x 2-1/8" DEEP GALVANIZED PRESSED

STEEL, RECESS MOUNTED AT 18" ABOVE FINISHED FLOOR, WITH

BLANK COVER PLATE.

E-101

E-001

ABBREVIATIONS

3/2

7/2

9 3 :08

:07 P

2.0

-0

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FOR OFFICIAL USE ONLY

E L

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E-001

1 1 1 1 1 3

4 4

2 2 2 22

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NOT FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

FLOOR PLAN - NEW WORK

CANOPY ELEVATION - NEW WORK

NOTES

1. CAREFULLY REMOVE AND STORE EXISTING LED

LIGHT FIXTURE FOR REUSE. REMOVE EXISTING

CONDUIT AND CONDUCTORS COMPLETE.

2. UPON COMPLETION OF CANOPY WORK, INSTALL

STORED LIGHT FIXTURE APPROXIMATELY 24"

BELOW PREVIOUS MOUNTING HEIGHT. PROVIDE

CONDUIT AND CONDUCTORS AND CONNECT TO

OPERATE AS BEFORE.

3. PROVIDE CAST ALUMINUM JUNCTION BOX AND

GASKETED COVER. INTERCEPT EXISTING

CONDUIT SYSTEM.

4. PROVIDE TEMPORARY TYPE UF FEEDER,

2-#12+#12G, TO MAINTAIN REMAINING LIGHTS IN

SERVICE DURING CONSTRUCTION OF CANOPY.

ROUTE UP TO AND ACROSS ROOF. AT

COMPLETION OF CANOPY WORK, REMOVE

TEMPORARY FEEDER.

5. EXISTING CAMERA. RELOCATE VERTICALLY UP

OR DOWN 10 FEET TO A LOCATION DIRECTED BY

THE CONTRACTING OFFICER. PROVIDE

JUNCTION BOX, CONDUIT AND CONDUCTORS TO

OPERATE AS BEFORE.

EL101

F L

O O

L A

T I O

EL101 EL101

1/8" = 1'-0"

TO/FROM REMAINING

EXISTING FIXTURES

TO/FROM REMAINING

EXISTING FIXTURES

EL101

AutoCAD SHX Text J

AutoCAD SHX Text

FLOOR PLAN AND SECTION

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

16'

G-001,COVER SHEET

G-002,LEGENDS & ABBREVIATIONS

G-003,GENERAL CONSTRUCTION NOTES

SD101,PARTIAL FLOOR PLAN AND EXTERIOR ELEVATION - DEMOLITION

SA101,FLOOR PLAN - NEW WORK

SA102,EXTERIOR ELEVATION AND BUILDING SECTION NEW WORK

SA103,DETAILS - NEW WORK

S-001,GENERAL NOTES AND DESIGN DATA

S-002,SPECIAL INSPECTIONS

S-101,PARTIAL STRUCTURAL PLAN AND SECTIONS - NEW WORK

S-102,DETAILS AND SECTIONS - NEW WORK

F-001,FIRE PROTECTION SYMBOLS, ABBRIVIATIONS, NOTES

FX101,FIRE SPRINKLER PLAN

E-001,ELECTRICAL SYMBOLS

EL101,FLOOR PLAN AND SECTION

File details come from the government source that posted it.