A3 LTUY192004 IFC Drawings.pdf

PDF 18 MB Posted Dec 3, 2024

Attached to: LTUY192004 Construct Base Civil Engineering Storage Shed Federal contract opportunity
Solicitation number: W50S8K25BA001
Issued by: Department of the Army Missouri Army National Guard

About this file

Written by GovTribe AI · Dec 3, 2024

This is a complete set of architectural, structural, civil, fire protection, and electrical construction drawings for a new BCE Storage Shed at Jefferson Barracks Air National Guard Station in St. Louis, Missouri. The drawings detail the construction of a 4,000 square foot pre-engineered metal building with brick veneer wainscot, including site work, foundation, structural framing, building envelope, electrical systems, fire alarm system, and lighting.

Key technical details include: concrete slab on grade with finish floor elevation of 100.75', brick veneer wainscot with metal panel siding above, standing seam metal roof, six 12'x14' overhead coiling doors, standard electrical service and distribution, LED lighting throughout, addressable fire alarm system with horn/strobes and heat detection, and site improvements including concrete paving, retaining walls, and drainage. The drawings contain detailed plans, elevations, sections, schedules and specifications for all required building systems and components. Exterior finishes are specified to match existing facilities, with brick to match Building 53 and dark bronze/forest green paint colors for metal components.

View the file

Other files for this federal contract opportunity

Other files attached to LTUY192004 Construct Base Civil Engineering Storage Shed, newest first.
File	Type	Posted
C4 Bid Abstract OF1419_page 1 of 3.pdf	PDF	Feb 14, 2025
C4 Bid Abstract OF1419A_page 2 of 3.pdf	PDF	Feb 14, 2025
C4 Bid Abstract OF1419A_page 3 of 3.pdf	PDF	Feb 14, 2025
Solicitation Amendment W50S8K25BA0010003 SF 30.pdf	PDF	Feb 7, 2025
A3 LTUY192004 IFC Specifications_Revision 1 20250207.pdf	PDF	Feb 7, 2025
B6 LTUY192004 Bid Inquiry Responses (current 20250205).xlsx	XLSX spreadsheet	Feb 5, 2025
Solicitation Amendment W50S8K25BA0010002 SF 30.pdf	PDF	Feb 4, 2025
B6 Bid Inquiry RFI 39 Attachment.docx	DOCX document	Feb 2, 2025
B6 LTUY192004 Bid Inquiry Responses (current 20250202).xlsx	XLSX spreadsheet	Feb 2, 2025
Existing Bldg 3 of 8.jpg	JPG image	Jan 28, 2025
Existing Bldg 5 of 8.jpg	JPG image	Jan 28, 2025
Existing Bldg 8 of 8.jpg	JPG image	Jan 28, 2025
Existing Bldg 1 of 8.jpg	JPG image	Jan 28, 2025
Existing Bldg 6 of 8.jpg	JPG image	Jan 28, 2025
Existing Bldg 2 of 8.jpg	JPG image	Jan 28, 2025
Existing Bldg 4 of 8.jpg	JPG image	Jan 28, 2025
Existing Bldg 7 of 8.jpg	JPG image	Jan 28, 2025
B6 LTUY192004 Bid Inquiry Responses (current 20250127).xlsx	XLSX spreadsheet	Jan 27, 2025
B7 20250123 Site Visit 2 Sign-In Sheet.pdf	PDF	Jan 23, 2025
Solicitation Amendment W50S8K25BA0010001 SF 30.pdf	PDF	Jan 12, 2025
B7 20241212 Pre-Bid Conference Sign-In Sheet.pdf	PDF	Dec 15, 2024
Geotechnical Engineering Report_BCE Storage Shed.pdf	PDF	Dec 15, 2024
B7 20241212 Pre-Bid Conference Slides.pdf	PDF	Dec 15, 2024
A3 LTUY192004 IFC Specifications.pdf	PDF	Dec 3, 2024
Brand Name or Equal JA (For SAM Posting).pdf	PDF	Dec 3, 2024
Solicitation - W50S8K25BA001.pdf	PDF	Dec 3, 2024

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SHEET ID

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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W50S8K25BA001

TBD

28 JUNE 2024

JEFFERSON BARRACKS ANGS, ST LOUIS, MISSOURI

CONSTRUCT BCE STORAGE SHED

N U

12" = 1'-0"E1 Area Map 12" = 1'-0"E11 Project Site

Controlled by: USFPO MO 131 Mission Support CUI Category: General Critical Infrastructure

NORTHNORTH

8655 Penrose Lane, Suite 300, Lenexa, KS 66219 Tel: (913) 742-8000 Fax: (913) 742-8570

Missouri Certificate of Authority No 000270

ARCHITECTURE

303 S Topeka St, Wichita, KS 67202 Tel: (316) 262-2691

CIVIL, STRUCTURAL, ELECTRICAL, TELECOM

3455 Ringsby Court, #103, Denver, CO 80216 Tel: (720) 722-3010

FIRE PROTECTION

06/26/2024

06/27/2024

B Y:

D B

C H

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E D

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SHEET # SHEET NAME 95

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GENERAL

GI001 COVER SHEET X X

GI002 SHEET INDEX X X

GI003 GENERAL NOTES, ABBREVIATIONS X X

LIFE SAFETY

LS001 SITE FIRE PROTECTION PLAN X X

LS002 LIFE SAFETY SITE PLAN X X

CIVIL

C-001 GENERAL NOTES X X

V-101 EXISTING SITE CONDITIONS X X

CD101 DEMOLITION PLAN X X

CS101 SITE PLAN X X

CG101 GRADING PLAN X X

C-501 SITE DETAILS X X

C-502 MISCELLANEOUS DETAILS X X

C-503 BEDDING & BACKFILL DETAILS X X

STRUCTURAL

S-000 STRUCTURAL COVER SHEET X X

S-001 STRUCTURAL GENERAL NOTES X X

SB101 STRUCTURAL FOUNDATION PLAN X X

SB501 TYPICAL FOUNDATION DETAILS X X

SB502 FOUNDATION DETAILS X X

ARCHITECTURAL

AE101 FLOOR AND ROOF PLANS X X

AE201 BUILDING ELEVATIONS AND SECTIONS X X

AE505 DETAILS AND DOOR SCHEDULE X X

FIRE SUPPRESSION

FA001 FIRE ALARM PLAN X X

FA500 FIRE ALARM DETAILS X X

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND SYMBOLS X X

ES101 ELECTRICAL SITE PLAN X X

EP101 POWER & SYSTEMS PLAN - 1ST FLOOR X X

EL101 LIGHTING PLAN - 1ST FLOOR X X

E-501 ELECTRICAL DETAILS X X

E-601 ELECTRICAL ONE-LINE DIAGRAM & SCHEDULES X X

DRAWING ABBREVIATIONS GENERAL PROJECT NOTES

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

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

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

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECT

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

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

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

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

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

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

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

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

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

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

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

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

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FEB FIRE EXTINGUISHER ON BRACKET

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FRFIRE 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

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED/

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

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

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

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

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

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

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPNO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

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

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

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

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

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

PVC POLYVINYL CHLORIDE (PLASTIC)

PWR POWER

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

QT QUARRY TILE

QTY QUANTITY

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

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC RM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

ANNOTATION CALLOUTS/DRAWING

SYMBOLS

REVISION

TAG

NORTH ARROW W/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

NUMBER

EXTERIOR ELEVATION

NUMBER

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

A1 A101

SIM

A101

A1 A101

SIM

A-101 A1

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

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

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

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

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

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

TYP TYPICAL

U --------------------

UL UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V --------------------

VERT VERTICAL

VENT VENTILATION

VIF VERIFY IN FIELD

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

W --------------------

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WF WIDE FLANGE

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

Room name

150 SF

DOOR MARK

REFERENCE

DOOR-

ASSOCIATED

ROOM NUMBER

NAME

ELEV.

10.

ALL WORK SHALL CONFORM WITH APPLICABLE BUILDING CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL OBTAIN ALL

REQUIRED PERMITS.

THE CONTRACTOR IS RESPONSIBLE TO PERFORM A COMPLETE ANALYSIS PRIOR TO COMMENCEMENT OF WORK. REPORT ALL DISCREPANCIES TO THE CONTRACTING OFFICERS REPRESENTATIVE IMMEDIATELY. FAILURE OF THE CONTRACTOR TO PERFORM SURVEY, FIELD VERIFY CONDITIONS, AND COORDINATE WORK DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR WORK.

CONTRACTOR SHALL TAKE PRECAUTIONS TO MAINTAIN AND PROTECT EXISTING SYSTEMS AND FINISHES WHICH ARE TO REMAIN. ANY DAMAGES TO SUCH SYSTEMS AND FINISHES SHALL BE REPAIRED IN A MANNER ACCEPTABLE TO THE CONTRACTING OFFICERS

REPRESENTATIVE AT THE CONTRACTORS EXPENSE.

DRAWINGS CONTAINED IN THIS SET SHALL NOT BE REPRODUCED FOR SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP

DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION AND THE SAFETY OF ALL

CONSTRUCTION PERSONNEL AND VISITORS.

EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR IN WRITING ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THE INSTALLER'S WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION SHALL CONSTITUTE ACCEPTANCE OF THE SUBSTRATE

AND/OR CONDITIONS.

"TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITIONS OR DIMENSION IS THE SAME OR REPRESENTATIVE FOR

SIMILAR CONDITIONS THROUGHOUT.

ALL DISSIMILAR METAL MATERIALS SHALL BE ISOLATED WITH AN APPROVED NON-METAL ISOLATION MATERIAL.

ALL FINISHES TO BE SELECTED BY CONTRACTING OFFICERS REPRESENTATIVE OR AS NOTED ON THE DRAWINGS.

REFER TO ALL OTHER DISCIPLINE'S DRAWINGS FOR MORE INFORMATION THAT MAY NOT BE IN THE ARCHITECTURAL DRAWINGS.

CONTRACTOR TO NOTIFY AND COORDINATE WITH THE CONTRACTING OFFICERS REPRESENTATIVE ANY ISSUES THAT CONFLICT WITH THE

NEW WORK.

SHEET ID

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B Y:

D B

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KEARNEY ST.

FIRE DEPARTMENT ACCESS

PROJECT SITE

NEW STORAGE BUILDING30' - 0"

30' - 0"

FSD

F S

D EXISTING FIRE HYDRANT

EXISTING FIRE HYDRANT 1. SITE FIRE PROTECTION FEATURES SHALL BE IN ACCORDANCE WITH UFC 3-600-01.

2. REFERENCE LS-SERIES SHEETS FOR BUILDING AND LIFE SAFETY CODE COMPLIANCE

PLANS.

3. REFERENCE FA-SERIES SHEETS FOR FIRE ALARM SYSTEM PLANS.

SITE FIRE PROTECTION PLAN - GENERAL

NOTES

SITE PLAN SYMBOL LEGEND

FIRE HYDRANT

APPLICABLE CODES AND STANDARDS

2021 INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL CODE COUNCIL (ICC)IBC, ICC

FIRE CODENFPA 1

NATIONAL FIRE PROTECTION ASSOCIATION, FIRE CODE (2020 EDITION)NFPA 70

NATIONAL FIRE PROTECTION ASSOCIATION, NATIONAL FIRE ALARM & SIGNALING CODE (2019 EDITION)NFPA 72

LIFE SAFETY CODENFPA 101

DOD BUILDING CODEUFC 1-200-01

FIRE PROTECTION ENGINEERING FOR FACILITIESUFC 3-600-01

Code/Standard NameCode/Standard Code/Standard Name

INTERNATIONAL CODE COUNCIL

UNITED FACILITIES CRITERIA

NATIONAL FIRE PROTECTION ASSOCIATION

CHANGE 2, 12 JUNE 2023

CHANGE 6, 6 MAY 2021

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1" = 30'-0"B3

SITE FIRE PROTECTION PLAN 30' 30' 60'0

FEETSCALE 1" = 30'-0"

PLAN NORTH

DOOR

3' - 0"

TD1

T D

DOOR

3' - 0"

CP1

TD2

T D

Group S-1

IBC OCCUPANCY CLASSIFICATION

NFPA OCCUPANCY CLASSIFICATION

Ordinary Hazard

COMPOSITE LIFE SAFETY NOTES:

SYMBOL

TRAVEL DISTANCE ROUTE

EGRESS PATH TYPES

TD-X.YY

COMMON PATH OF TRAVEL ROUTECP-X.YY

NOTE: X = LEVEL

Y = SEQUENTIAL IDENTIFIER

A: EXIT COMPONENT TYPE (DOOR)

EXIT COMPONENT TAGS

B: EXIT COMPONENT CLEAR WIDTH [FT-IN]

C: OCCUPANT LOAD CAPACITY [# OF PERSONS]

C D

D: EXPECTED OCCUPANT LOAD [# OF PERSONS]

E: EXIT COMPONENT ID

THE INTENT OF THIS PLANS IS TO SHOW OVERALL EGRESS CONFIGURATION FOR THE BUILDING AND

DEMONSTRATE COMPLIANCE WITH NFPA 101.

HATCHING ON THIS PLANS INDICATES OCCUPANCY CLASSIFICATION IN ACCORDANCE WITH NFPA 101.

LIFE SAFETY SYMBOLS:

DESCRIPTION

EXIT DISCHARGE

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

CUI

U S

P F

O M

S U

P P

O to d e s k D o c s

/2 -B

C E

S to ra g e S h e d /2

-L

S -B

C E

S to ra g e -2

.r v t

LS002

E S

A F

E T

Y S

P L A

J E

F F

E R

S O

N B

A R

R A

C K

S A

N G

S S

T L

O U

R I

A N

D E

S C

E N

C E

E S

A F

E T

Y R

S B

Y C

T S

D E

N V

E R

J W

C O

M B

T D

M B

A K

E R

U N

T B

T Y

P E

B I S

S U

E D

F O

R C

O N

S T

R U

C T

C O

N S

T R

U C

T B

C E

S T

O R

A G

E S

H E

-0

H E

R M

A N

A V

E N

U E

S A

L O

M O

1/8" = 1'-0" C3

LIFE SAFETY PLAN

OCCUPANT LOAD CALCULATION

Occupant Load Factor Use Category Area

Occupant Load Factor

[SF/Person] Occupant

Load

FIRST FLOOR

Storage Use - In Storage Occupancies 3,828 SF 500 8

3,828 SF 8

MEANS OF EGRESS ARRANGEMENT

Egress Path Name Length

Occupancy Classification

Egress Path Maximum Permitted

FIRST FLOOR

CP1 40' - 6" CP1 50' - 0"

TD1 75' - 8" TD1 200' - 0"

TD2 75' - 10" TD2 200' - 0"

EXIT CAPACITY COMPARISON

Most Restrictive Egress Component Expected Occupant

LoadID Type Clear Width

Capacity Factor (in/Person)

Occupant Capacity

FIRST FLOOR

1 Door 3' - 0" 0.2 180 4

2 Door 3' - 0" 0.2 180 4

360 8

PLAN NORTH

8' 8' 16'0

FEETSCALE 1/8" = 1'-0"

N B

A N

G S, S T.

L O

, M

R I

O N

S U

R T

N U

D R

B Y:

D B

C H

D B

D . C

R O

N K

C . S

C . P

G O

D A

U N

E D

C O

N O

N N

F O

R C

O N

U C

3 5 7 9 11 13 15 17 19

C O

R U

C T

K D

2 4 6 8 10 12 14 16 18 20

CUI

S, P .A

, K

2-w ww

.p ec

co m

/2 6/

P M

B Y

C H

:4 6:

M B

Y C

C E

:\S

U R

0\ M

U N

I\D R

G S\

-0

N O

D W

C-001

NO SCALEA12

CIVIL GENERAL NOTES

CIVIL GENERAL NOTES:

1. AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION (EXCLUDING

WEEKENDS AND HOLIDAYS), THE CONTRACTOR SHALL CONTACT DIG-SAFE,

A UTILITY LOCATION SERVICE, AT 1-800-344-7233. ADDITIONAL UTILITY

CONTACT INFORMATION AS WELL AS EMERGENCY UTILITY CONTACTS CAN

BE FOUND ON THIS SHEET.

2. THE CONTRACTOR SHALL EXPOSE AND VERIFY THE VERTICAL AND

HORIZONTAL LOCATION OF EXISTING UTILITIES THAT ARE WITHIN THE LIMITS

OF CONSTRUCTION. THE UTILITY LOCATES SHALL BE PERFORMED PRIOR TO

THE START OF CONSTRUCTION AND ANY DISCREPANCIES SHALL BE

REPORTED IMMEDIATELY TO THE COR.

3. EXISTING UTILITIES AND THEIR LOCATIONS, AS SHOWN ON THE PLANS,

REPRESENT THE BEST INFORMATION OBTAINABLE FOR DESIGN. LOCATION

INFORMATION WAS OBTAINED FROM RECORD DRAWINGS OR FIELD

LOCATION. THE PLAN LOCATIONS SHOWN ARE NOT GUARANTEED.

ADDITIONAL EXISTING UTILITIES MAY ALSO BE ENCOUNTERED. THE

CONTRACTOR SHALL PROTECT ALL EXISTING UNDERGROUND UTILITIES,

SHOWN ON THE PLANS OR DISCOVERED DURING THE COURSE OF THE

WORK. THE CONTRACTOR SHOULD EXERCISE EXTREME CAUTION IN MAKING

EXCAVATIONS FOR STRUCTURES AND PIPELINES. ANY LINES DAMAGED

SHALL BE REPLACED OR REPAIRED IMMEDIATELY AS DIRECTED AT THE

CONTRACTOR'S EXPENSE.

4. ALL WORK SHALL BE CONFINED WITHIN THE CONSTRUCTION LIMITS. THE

CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION

TO THEIR ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON THE PLANS.

ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING PROPERTY

IRONS. THE CONTRACTOR SHALL BE REQUIRED TO RE-ESTABLISH ANY

PROPERTY IRONS WHICH ARE DAMAGED OR DESTROYED BY HIS

CONSTRUCTION OPERATIONS. SUCH IRONS SHALL BE RE-ESTABLISHED BY A

LICENSED LAND SURVEYOR IN ACCORDANCE WITH STATE LAWS.

6. CONTRACTORS SHALL SATISFY THEMSELVES OF SUBSURFACE CONDITIONS.

A GEOTECHNICAL REPORT IS AVAILABLE UPON REQUEST. ALL EARTHWORK

SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND THE

PROJECT SPECIAL PROVISIONS.

7. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS PRIOR TO

CONSTRUCTION.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING.

STAKING AND BENCH MARKS DESTROYED DURING CONSTRUCTION

OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

9. CONTRACTOR SHALL MAINTAIN UNINTERRUPTED UTILITY SERVICE TO

ADJACENT FACILITIES DURING CONSTRUCTION.

10. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL VALVE

BOXES AND MANHOLES UNLESS OTHERWISE NOTED.

11. THE SITE SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AS INDICATED

ON THE GRADING PLANS. UNDER NO CIRCUMSTANCES WILL PONDING BE

ALLOWED UNLESS DESIGNATED AS A TEMPORARY SEDIMENT BASIN ON THE

EROSION CONTROL PLAN. THE CONTRACTOR SHALL REPORT ANY GRADING

DISCREPANCIES TO THE COR FOR RESOLUTION.

12. THE CONTRACTOR SHALL ADJUST ALL MANHOLES, INLETS, VALVE BOXES,

METERS, MONITORING WELLS, ETC. TO MATCH NEW GRADES.

13. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION OF THE PROPOSED

IMPROVEMENTS SHALL BE REPLANTED WITH GRASS AND FERTILIZER IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS. EXISTING GRASSED

AREAS DISTURBED BY CONSTRUCTION SHALL BE REPLANTED WITH THE

SAME TYPE OF GRASS AS WAS REMOVED.

M W

9/209/21

XXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X X X X X X

GRASS

CONC.

ASPHALT

GRASS

CONC.

YIELD SIGN

W W

W W W W W W W

W V

SDC

SDA

POST

BUILDING 304 A

BUILDING 53

UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF

G G

TRENCH DRAIN

CHAINLINK FENCE

BUILDING 75

ASLIN

E (R

O R

ATER

LIN

E (R

R D

U N

G R

O U

N D

TELEPH

N E (R

R D

STO

SEW

R D

WATERLINE (RECORD)

UNDERGROUND FIBER (RECORD)

C O

BIN

E SEW

O R

C O

BIN

E SEW

O R

STORM SEWER (R

ECORD)

U N

G R

O U

N D

FIBER

R D

TOP INLET CORNER =

100.00 (BASIS OF SURVEY)

SHEET ID

N B

A N

G S, S T.

L O

, M

R I

O N

S U

R T

N U

D R

B Y:

D B

C H

D B

D . C

R O

N K

C . S

C . P

G O

D A

U N

E D

C O

N O

N N

F O

R C

O N

U C

3 5 7 9 11 13 15 17 19

C O

R U

C T

K D

2 4 6 8 10 12 14 16 18 20

CUI

S, P .A

, K

2-w ww

.p ec

co m

/2 4/

P M

B Y

C H

:4 6:

M B

Y C

C E

:\S

U R

0\ M

U N

I\D R

G S\

-0

-1

G C

O N

W G

V-101

G C

O N

TRUE NORTH

1" = 10'-0"A1 EXISTING CONDITIONS PLAN

0 10' 20'

LEGEND

SURVEY NOTES

1. SURVEY INFORMATION SHOWN WAS NOT COLLECTED

USING TRADITIONAL SURVEY METHODS. CONTRACTOR

SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO

CONSTRUCTION.

X X X

UF UF

UT UT

OVERHEAD ELECTRIC LINE

STORM SEWER PIPE

FENCE

WATER LINE

BUILDING LINE

UNDG. FIBER OPTIC

UNDG. TELEPHONE LINE

POST

Sign

SS COMBINE SEWER MANHOLE

FIRE HYDRANT

SIGN

GUARD POST

STORM DRAIN MANHOLE

DOWN GUY ANCHOR

MAJOR CONTOUR

MINOR CONTOURELEV

ELEV

SDA

STORM DRAIN AREA INLET

COMBINE SEWER PIPE

BOLLARD

MW MONITORING WELL

M W

9/209/21

XXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X X X X X X

GRASS

CONC.

ASPHALT

GRASS

CONC.

YIELD SIGN

W W

W W W W W W W

W V

SDC

SDA

POST

BUILDING 304 A

BUILDING 53

UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF

G G

TRENCH DRAIN

CHAINLINK FENCE

BUILDING 75

ASLIN

E (R

O R

ATER

LIN

E (R

R D

U N

G R

O U

N D

TELEPH

N E (R

R D

STO

SEW

R D

WATERLINE (RECORD)

UNDERGROUND FIBER (RECORD)

C O

BIN

E SEW

O R

C O

BIN

E SEW

O R

STORM SEWER (R

ECORD)

U N

G R

O U

N D

FIBER

R D

SHEET ID

N B

A N

G S, S T.

L O

, M

R I

O N

S U

R T

N U

D R

B Y:

D B

C H

D B

D . C

R O

N K

C . S

C . P

G O

D A

U N

E D

C O

N O

N N

F O

R C

O N

U C

3 5 7 9 11 13 15 17 19

C O

R U

C T

K D

2 4 6 8 10 12 14 16 18 20

CUI

S, P .A

, K

2-w ww

.p ec

co m

/2 4/

B Y

C H

:4 6:

M B

Y C

C E

:\S

U R

0\ M

U N

I\D R

G S\

-0

O N

N .D

W G

CD101

N P

TRUE NORTH

1" = 10'-0"A1 DEMOLITION PLAN

LEGEND

DENOTES ITEM DEMOLITION

1. REMOVE EXISTING ASPHALT PAVEMENT TO LIMITS

SHOWN.

2. REMOVE EXISTING CONCRETE PAVEMENT TO LIMITS

SHOWN.

3. REMOVE EXISTING FENCE, TO LIMITS SHOWN

4. REMOVE EXISTING BUILDING.

5. EXISTING STORM STRUCTURE TO REMAIN PROTECT

FROM DAMAGE.

6. EXISTING MONITORING WELL TO REMAIN PROTECT

FROM DAMAGE.

7. BUILDING TO BE RELOCATED, BY GOVERNMENT.

8. REMOVE EXISTING POST.

9. REMOVE EXISTING SURFACE MOUNTED CURB, TO

LIMITS SHOWN.

# KEYNOTES

0 10' 20'

DENOTES ITEM DEMOLITION

DENOTES FENCE REMOVAL

DEMOLITION NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO

REPAIR DAMAGE TO EXISTING UTILITY SERVICE LINES OR

MAIN LINES, BUILDINGS, PAVEMENT ON OR ADJACENT TO

THE SITE THAT ARE TO REMAIN IN SERVICE AND ARE NOT

CALLED TO BE DEMOLISHED ON THIS PLAN, INCLUDING

SERVICE LINES THAT ARE NOT SHOWN ON THE SITE

SURVEY.

2. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION

PERMIT FEES, DISPOSAL FEES, ANY OTHER FEES

ASSOCIATED WITH ANY DEMOLITION ITEMS.

3. REFERENCE C-001 FOR CIVIL GENERAL NOTES.

DENOTES ASPHALT PAVEMENT

REMOVAL

DENOTES CONCRETE PAVEMENT

REMOVAL

M W

9/209/21

CONC.

ASPHALT

GRASS

CONC.

YIELD SIGN

W W

W W W W W W W

W V

SDC

SDA

BUILDING 53

UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF

G G

TRENCH DRAIN

ASLIN

E (R

O R

ATER

LIN

E (R

R D

U N

G R

O U

N D

TELEPH

N E (R

R D

STO

SEW

R D

WATERLINE (RECORD)

UNDERGROUND FIBER (RECORD)

C O

BIN

E SEW

O R

C O

BIN

E SEW

O R

STORM SEWER (R

ECORD)

U N

G R

O U

N D

FIBER

R D

4,000 S.F. BUILDING

4.0'

19.2'

18.9'

5.0'

7.00' 3.50'

SHEET ID

N B

A N

G S, S T.

L O

, M

R I

O N

S U

R T

N U

D R

B Y:

D B

C H

D B

D . C

R O

N K

C . S

C . P

G O

D A

U N

E D

C O

N O

N N

F O

R C

O N

U C

3 5 7 9 11 13 15 17 19

C O

R U

C T

K D

2 4 6 8 10 12 14 16 18 20

CUI

S, P .A

, K

2-w ww

.p ec

co m

/2 4/

P M

B Y

C H

:4 7:

M B

Y C

C E

:\S

U R

0\ M

U N

I\D R

G S\

-0

W G

CS101

RETAINING WALL W/ GUARDRAIL

LEGEND

# KEYNOTES

TRUE NORTH

1" = 10'-0"A1 SITE PLAN

0 10' 20'

CONCRETE SIDEWALK

CONCRETE PAVEMENT

1. CONCRETE PAVEMENT, SEE DETAIL SHEET C-501.

2. CONCRETE SIDEWALK, SEE DETAIL SHEET C-501.

3. RETAINING WALL, REFERENCE STRUCTURAL.

4. MILL AND OVERLAY 2' EXISTING ASPHALT ABUTTING PROPOSED

CONCRETE FOR SMOOTH TRANSITION.

5. CONTRACTOR SHALL PROTECT EXISTING MONITORING WELL

DURING CONSTRUCTION. THE WELL HEAD SHALL BE ADJUSTED

TO BE FLUSH WITH THE FINISHED FLOOR, COORDINATE WITH

GOVERNMENT.

6. BOLLARD, SEE DETAIL SHEET C-501.

7. YARD HYDRANT WITH SHUTOFF VALVE, SEE DETAIL SHEET C-502.

8. GUARDRAIL, SEE DETAIL SHEET C-501.

MILL & OVERLAY

SITE NOTES

1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB,

UNLESS OTHERWISE NOTED.

M W

9/209/21

CONC.

ASPHALT

GRASS

CONC.

YIELD SIGN

W W

W W W W

W V

SDC

SDA

BUILDING 53

UT UT UT

UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF

G G

TRENCH DRAIN

ASLIN

E (R

O R

ATER

LIN

E (R

R D

U N

G R

O U

N D

TELEPH

N E (R

R D

STO

SEW

R D

WATERLINE (RECORD)

UNDERGROUND FIBER (RECORD)

C O

BIN

E SEW

O R

C O

BIN

E SEW

O R

STORM SEWER (R

ECORD)

U N

G R

O U

N D

FIBER

R D

4,000 S.F. BUILDING

FINISH FLOOR = 100.75

M W

9/209/21

CONC.

ASPHALT

GRASS

CONC.

YIELD SIGN

W W

W W W W

W V

SDC

SDA

BUILDING 53

UT UT UT

UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF UF

G G

TRENCH DRAIN

ASLIN

E (R

O R

ATER

LIN

E (R

R D

U N

G R

O U

N D

TELEPH

N E (R

R D

STO

SEW

R D

WATERLINE (RECORD)

UNDERGROUND FIBER (RECORD)

C O

BIN

E SEW

O R

C O

BIN

E SEW

O R

STORM SEWER (R

ECORD)

U N

G R

O U

N D

FIBER

R D

98.75

98.65

98.75

98.65 98.65

98.75 98.75

95.37 BW

93.08 *

100.71 *

100.75

100.74

100.79 *

100.76 *

94.15 BW

91.94 *

91.87 *92.38 *

94.00 *

98.75

96.86 BW

100.75

100.65

100.69 * 100.76

100.75

100.75100.67

100.67

100.75

100.65 100.75100.75100.75100.75

100.58 * 100.42 * 100.38 * 100.49 *

94.16 BW

94.25 BW

92.54 *92.01 *

98.75

98.65

97.25

100.65

SEE SHEET C-502,

FOR SECTION A-A

98.75 TW

98.10TW

97.25 TW

98.75 TW

98.10 TW

97.25 TW

SHEET ID

N B

A N

G S, S T.

L O

, M

R I

O N

S U

R T

N U

D R

B Y:

D B

C H

D B

D . C

R O

N K

C . S

C . P

G O

D A

U N

E D

C O

N O

N N

F O

R C

O N

U C

3 5 7 9 11 13 15 17 19

C O

R U

C T

K D

2 4 6 8 10 12 14 16 18 20

CUI

S, P .A

, K

2-w ww

.p ec

co m

/2 4/

P M

B Y

C H

:4 7:

M B

Y C

C E

:\S

U R

0\ M

U N

I\D R

G S\

-0

N .D

W G

CG101

G R

G P

LEGEND

TRUE NORTH

1" = 10'-0"A1 GRADING PLAN

0 10' 20'

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

285.47

MAJOR CONTOUR

MINOR CONTOUR

SPOT ELEVATION

GRADE BREAK

SITE GRADING NOTES

1. ALL FILL MATERIAL BLADED SMOOTH AND SLOPED TO DRAIN.

2. CADD FILES FOR GRADING WILL BE MADE AVAILABLE UPON

REQUEST.

285.47* MATCH EXISTING ELEVATION

TW TOP OF WALL

GRADING LIMITS

BW BOTTOM OF WALL

C3 TYPICAL CONCRETE PAVEMENT SECTION

NOT TO SCALE

J14 CONCRETE WALK DETAILS

NOT TO SCALE

D14 CONCRETE WALK JOINT DETAILS

NOT TO SCALE

6" CONCRETE PAVEMENT

4" OPEN GRADE ROCK

ASTM C33 SIZE NO. 57 AGGREGATE

OR SIMILAR

REFERENCE GEOTECHNICAL REPORT

FOR SUBGRADE PREPARATION.

CONCRETE WALK NOTES

1. THICKENED EDGE ONLY REQUIRED AT ABUTMENT TO BUILDING, WALL, AND EXISTING

PAVEMENT.

2. 4" SLAB THICKNESS UNLESS SPECIFIED OTHERWISE ON THE PLAN SHEET. 4000 PSI 28 DAY

COMPRESSIVE STRENGTH (CLASS 1).

3. NO SAWN CONTRACTION JOINTS WILL BE ALLOWED.

XX X

XXXX

CONCRETE WALK JOINT NOTES

1. PROVIDE 1/2" EXPANSION JOINT MATERIAL AT ALL LOCATIONS WHERE NEW

CONCRETE ABUTS EXISTING OR NEW STRUCTURES AND AT BACK OF CURB.

4'-0" (MIN.)

5'-0" (MAX.)

C J

1'-0" 6"

SEE PLANS

1/4"/FT. MAX. CROSS SLOPE PER

ADA

#4 CONT. REBAR

6X6-2.0X2.0 WWF KNIFE 1" (MIN.) DEEP & SHAPE WITH

"VEE" TOOL

12" SELECT FILL

3/16"

1" M

1/8" MIN.

1/2"

1/ 4"

1/8 " R

K D

SILICON JOINT

SEALANT

EXPANSION JOINT

MATERIAL

FACE OF STRUCTURE

PLAN

SECTION X-X CONTRACTION JOINT (CJ)

CONTRACTION JOINT (CJ) EXPANSION JOINT (EJ)

3' -6

1' -6

J2 GUARDRAIL DETAIL

1" = 1'

PROVIDE 3" SLEEVE (TYP.) FOR POSTS.

INSTALL RAIL AND GROUT FULLY WITH

NON-SHRINKING GROUT

PARTIAL TYPICAL RAILING ELEVATIONSECTION

PROVIDE 3" SLEEVE (TYP.) FOR

POSTS. INSTALL RAIL AND

GROUT FULLY WITH

NON-SHRINKING GROUT

CONCRETE RETAINING WALL

6'-0" O.C. MAX

2' -0

3' -6

1 1/2" O.D. HDG GALVANIZED STEEL

STE. PIPE, PAINTED PER SPEC

(VERT. & HORIZ.)

1 1/2" O.D. HDG GALVANIZED STEEL

PIPE, PAINTED PER SPEC (VERT. &

HORIZ.)

1' -6

C9 PIPE BOLLARD DETAIL

NOT TO SCALE

4' -6

-6

.) CONCRETE

6" DIA. STEEL PIPE COATED WITH 2 COATS

OF OSHA "SAFETY YELLOW" OIL BASE

ENAMEL. CONCRETE FILLED.

G8 SPACING FOR BOLLARDS AT OVERHEAD DOOR

NOT TO SCALE

ALIGN OUTSIDE EDGE WITH EDGE OF

OVERHEAD DOOR

NOTE

CENTER OF BOLLARD TO BE 1' OFFSET FROM FACE OF BUILDING

OVERHEAD DOOR

BUILDING

SHEET ID

N B

A N

G S, S T.

L O

, M

R I

O N

S U

R T

N U

D R

B Y:

D B

C H

D B

D . C

R O

N K

C . S

C . P

G O

D A

U N

E D

C O

N O

N N

F O

R C

O N

U C

3 5 7 9 11 13 15 17 19

C O

R U

C T

K D

2 4 6 8 10 12 14 16 18 20

CUI

S, P .A

, K

2-w ww

.p ec

co m

/2 4/

P M

B Y

C H

:4 7:

M B

Y C

C E

:\S

U R

0\ M

U N

I\D R

G S\

-0

-5

E D

W G

C-501

N/AA1 SITE DETAILS

E1 SECTION A-A

BUILDING, REFERENCE

ARCHITECTURE.

EDGE OF

PAVEMENT = 98.75

4:1 SLOPE MAX

GUARDRAIL, REFERENCE J2

DETAIL SHEET C-501

3' -3

" M

RETAINING WALL, REFERENCE

STRUCTURAL

3:1 SLOPE MAX

EXISTING CURB

REFER TO SPECIFICATIONS FOR

BELOW-GRADE PIPING, FITTING, AND

JOINT MATERIALS AND REQUIREMENTS.

LEVER OPERATOR

ANCHOR HYDRANT BELOW

GRADE PER MANUFACTURER'S

INSTRUCTIONS.

CYLINDER ASSEMBLY.

GALVANIZED STEEL

PIPE CASING.

INSTALL ADAPTER/

BUSHING ABOVE GRADE

FOR SERVICE ACCESS.

LINK.

FINISHED GRADE

OR PAVING.

BRANCH COLD WATER PIPING.

36" MINIMUM

IN HYDRANT

OFF POSITION.

BRASS BACKFLOW

PREVENTER WITH 3/4"

MALE HOSE THREAD OUTLET.

PISTON ASSEMBLY.

D13 YARD HYDRANT DETAIL - SANITARY

NOT TO SCALE

FF = 100.75

5'6'

SHEET ID

N B

A N

G S, S T.

L O

, M

R I

O N

S U

R T

N U

D R

B Y:

D B

C H

D B

D . C

R O

N K

C . S

C . P

G O

D A

U N

E D

C O

N O

N N

F O

R C

O N

U C

3 5 7 9 11 13 15 17 19

C O

R U

C T

K D

2 4 6 8 10 12 14 16 18 20

CUI

S, P .A

, K

2-w ww

.p ec

co m

/2 4/

P M

B Y

C H

:4 7:

M B

Y C

C E

:\S

U R

0\ M

U N

I\D R

G S\

-0

-5

C D

W G

C-502

S D

K1 CLASS A

G1 CLASS B

NOT TO SCALE

D1 CLASS C

NOT TO SCALE

C1 PIPE ZONE BACKFILLING

NOT TO SCALE

D12 TRENCH ZONE BACKFILLING

NOT TO SCALE

GRANULAR BEDDING MATERIAL OR SAND-GRAVEL BEDDING

GRANULAR BEDDING MATERIAL SHALL BE AN APPROVED MATERIAL CONSISTING OF

DURABLE CRUSHED ROCK CONFORMING WITH THE REQUIREMENTS OF THE LATEST

REVISION OF ASTM C-33 SIZE NO. 67 (3/4" TO NO. 4); TO BE PLACED IN NOT MORE THAN 6"

LAYERS AND COMPACTED BY SLICING WITH A SHOVEL OR VIBRATING. SOUNDNESS,

ABRASION, AND ABSORPTION LIMITS SHALL BE AS REQUIRED FOR COARSE AGGREGATES

IN 03 30 00 CAST-IN-PLACE CONCRETE IN THE SPECIFICATIONS.

SAND-GRAVEL BEDDING MATERIAL - SAND-GRAVEL MIX MEETING TYPE UD-1 OF THE 2015

MISSOURI STANDARD SPECIFICATIONS FOR STATE ROAD AND BRIDGE CONSTRUCTION.

COMPACTED EMBEDMENT SHALL BE AN APPROVED SAND MATERIAL FREE FROM DEBRIS,

ORGANIC MATERIAL, AND STONES WITH 100% PASSING THE 3/4" SIEVE TO BE PLACED IN

UNIFORM LAYERS NOT MORE THAN 6" THICK AND COMPACTED TO 95 PERCENT MAXIMUM

DENSITY AS DETERMINED BY ASTM D698. GRANULAR BEDDING MATERIAL MAY BE

SUBSTITUTED FOR ALL OR PART OF COMPACTED EMBEDMENT MATERIALS.

COMPACTED EARTH BACKFILL

Bc = OUTSIDE PIPE DIAMETER

DEPTH OF BEDDING MATERIAL BELOW PIPE

D d (MIN) SOIL d (MIN) ROCK

27" & SMALLER 4" 6"

30" TO 60" 5" 9"

66" & LARGER 6" 12"

Bc + MIN.

1-1/4 Bc

" M

1/4 D FOR D < 72"

6" MIN. (TYP.)

#5 BARS (2' CTRS.)

#5 BARS

Bc + (12" TO 18")

TYPICAL

2" CLR. (TYP.)

" M

Bc1/

Bc d

" M

Bc d

" M

Bc d

" M

Bc d

Bc + (18")

Bc1/

" M

N D

CLASS A, B, OR C

BEDDING

2' BELOW BOTTOM

OF PAVEMENT

FLOWABLE FILL

MATERIAL

Bc + (12" TO 18")

C H

Z O

N E

" T

BcCLASS A, B, OR C

BEDDING

CLASS A, B, OR C

BEDDING

COMPACTED EMBEDMENT

CONCRETE

Bc = OUTSIDE PIPE DIAMETER

H = BACKFILL FROM TOP OF

PIPE TO EXISTING GROUND

D = INSIDE PIPE DIAMETER

d = DEPTH OF BEDDING

MATERIAL BELOW PIPE

CLASS A "CONCRETE CRADLE" AND/OR CLASS A "CONCRETE ENCASEMENT" IS NOT

REQUIRED UNLESS SPECIFIED ON THE PLANS. HOWEVER, WHERE UNEXPECTED TRENCH

CONDITIONS EXIST OR IMPROPER TRENCHING IS PERFORMED CLASS A BEDDING MAY BE

REQUIRED AS DETERMINED BY THE ENGINEER.

CLASS B BEDDING SHALL BE USED FOR ALL FLEXIBLE PIPE.

A. CLASS B NORMAL BEDDING SHALL BE USED FOR PVC PIPE UNLESS WET CONDITIONS

ARE ENCOUNTERED.

B. CLASS B IMPROVED BEDDING SHALL BE USED FOR OTHER FLEXIBLE PIPE, AND FOR PVC

PIPE IN WET CONDITIONS.

CLASS C BEDDING SHALL BE USED FOR ALL RIGID PIPE.

A. CLASS C ORDINARY BEDDING SHALL BE USED FOR ALL RIGID PIPE UNLESS WET

CONDITIONS ARE ENCOUNTERED.

B. CLASS C IMPROVED BEDDING SHALL BE USED FOR WET CONDITIONS EXISTING IN THE

TRENCH, AT NO ADDITIONAL COST TO THE OWNER. THE DIMENSIONS SHALL BE EQUAL

TO THAT REQUIRED FOR "ROCK" EXCAVATION (SEE SPECIFICATIONS).

COMPACTED GRANULAR BACKFILL

COMPACTED GRANULAR BACKFILL MATERIAL SHALL BE AN

APPROVED SAND MATERIAL FREE FROM DEBRIS, ORGANIC

MATERIAL AND STONES WITH 100% PASSING THE 3/4" SIEVE AND

NOT MORE THAN 15% PASSING A NO. 200 SIEVE; TO BE JETTED AND

MECHANICALLY VIBRATED INTO PLACE AND COMPACTED TO 95%

DENSITY AS DETERMINED BY ASTM D698.

COMPACTED EARTH BACKFILL SHALL CONSIST OF MATERIAL

EXISTING PRIOR TO TRENCHING OR SELECTED MATERIAL, AND

SHALL BE COMPACTED TO 90% DENSITY AS DETERMINED BY ASTM

D698.

BACKFILL: BACKFILL MATERIAL AND COMPACTION REQUIREMENTS

SHALL CONFORM TO EITHER TYPE I OR TYPE II. ONE YEARS

MAINTENANCE WILL BE REQUIRED ON ALL BACKFILL.

BACKFILLING THROUGH ROCK: BACKFILLING THROUGH ROCK

SHALL BE PERFORMED AS SPECIFIED IN THE PARAGRAPH BACKFILL

ABOVE, EXCEPT THAT THE PIPE ZONE IS INCREASED TO PROVIDE

EIGHTEEN (18) INCHES OF COVER OVER THE PIPE. WHEN

APPROVED BY THE ENGINEER THE REMAINDER OF THE BACKFILL

MAY BE EXCAVATED ROCK PROVIDED THE EXCAVATED ROCK HAS

BEEN BROKEN UP SO THAT EARTH AND ROCK WILL THOROUGHLY

MIX AND NOT RESULT IN VOIDS AROUND THE LARGER PIECES OF

ROCK. ANY EXCESS ROCK REMAINING AFTER THE TRENCH HAS

BEEN BACKFILLED SHALL BE REMOVED OR WASTED.

BACKFILLING UNDER PAVEMENT: BACKFILLING UNDER EXISTING

OR PROPOSED PAVEMENT SHALL BE PERFORMED AS BACKFILL

TYPE I OR BACKFILL - FLOWABLE FILL TO A LEVEL OF TWO (2) FEET

FROM THE BOTTOM OF THE PAVEMENT. THE REMAINDER OF THE

TRENCH SHALL BE BACKFILLED WITH SELECTED MATERIAL,

SUFFICIENTLY DAMP TO BE PROPERLY COMPACTED IN LAYERS NOT

EXCEEDING SIX (6) INCHES IN DEPTH, COMPACTION SHALL BE

PERFORMED WITH MECHANICAL TAMPERS AND CONTINUED UNTIL

A RELATIVE DENSITY OF 100 PERCENT OF STANDARD DENSITY, IN

CONFORMANCE WITH ASTM D698 IS ATTAINED.

BACKFILLING UNDER GRAVEL STREETS: WHERE THE TRENCH

CROSSES OR IS IN EXISTING GRAVEL SURFACED STREETS, THE

BACKFILL SHALL BE COMPACTED AS PROVIDED IN THE PARAGRAPH

"BACKFILLING UNDER PAVEMENT".

CONCRETE CRADLE CONCRETE ENCASEMENT

NORMAL BEDDING IMPROVED BEDDING

ORDINARY BEDDING IMPROVED BEDDING

BACKFILL - FLOWABLE FILL BACKFILL TYPE I

BACKFILL TYPE II

1/4 D OR 6"

MIN.

SHEET ID

N B

A N

G S, S T.

L O

, M

R I

O N

S U

R T

N U

D R

B Y:

D B

C H

D B

D . C

R O

N K

C . S

C . P

G O

D A

U N

E D

C O

N O

N N

F O

R C

O N

U C

3 5 7 9 11 13 15 17 19

C O

R U

C T

K D

2 4 6 8 10 12 14 16 18 20

CUI

S, P .A

, K

2-w ww

.p ec

co m

/2 4/

B Y

C H

:4 7:

M B

Y C

C E

:\S

U R

0\ M

U N

I\D R

G S\

-0

-5

L D

W G

C-503

L D

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

CUI

U S

P F

O M

S U

P P

O to d e s k D o c s /2

-B

C E

S to ra g e S h e d /2

-S

-B C

E S to ra g e -2

.r v t

S-000

S T

R U

C T

U R

A L C

O V

E R

S H

E E

J E

F F

E R

S O

N B

A R

R A

C K

S A

N G

S S

T L

O U

R I

Y A

E G

E R

A R

C H

C T

U R

E P

E N

R O

S E

L A

N E

S U

L E

N E

X A

B H

A N

S A

R D

B H

A N

S A

R D

C P

R Z

Y G

O D

C C

U N

T B

T Y

P E

B I S

S U

E D

F O

R C

O N

S T

R U

C T

C O

N S

T R

U C

T B

C E

S T

O R

A G

E S

H E

L T

U Y

H E

R M

A N

A V

E N

U E

S A

L O

M O

GB#

HSS6X6X1/4

BP-1, P-1

WF#

W16X26 (20) <3/4">

GRADE BEAM MARK, REF. GRADE BEAM SCHEDULE

WALL FOOTING MARK, REF. WALL FOOTING SCHEDULE

SPREAD FOOTING MARK, REF. SPREAD FOOTING SCHEDULE

COLUMN SIZE

PILASTER TYPE, REF. PILASTER DETAILS

BASE PLATE TYPE, REF. BASE PLATE DETAILS

BRACED FRAME ABOVE, REF. FRAMING ELEVATIONS &

BRACED FRAME SCHEDULE

MOMENT CONN., REF. FRAMING ELEVATIONS & MOMENT

CONN. SCHEDULE

CAMBER

# OF HEADED SHEAR CONNECTORS (3/4" DIA. U.N.O.)

BEAM SIZE

JOIST MARK, REF. JOIST SCHEDULE

PLAN MARKS

BRACED FRAME BELOW, REF. FRAMING ELEVATIONS &

BRACE FRAME SCHEDULE

8' - 0"

SHEAR WALL MARK, REF. SHEAR WALL SCHEDULE

(POINTS TO SHEATHED SIDE)

SHEAR WALL LENGTH

L# LINTEL MARK AND SYMBOL, REF. LINTEL SCHEDULE

H# HEADER MARK, REF. HEADER SCHEDULE

# NUMBER OR POUNDS

(E) EXISTING

@ AT

ADD'L ADDITIONAL

ALT. ALTERNATE

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

B.O. BOTTOM OF

BLDG. BUILDING

BOT. BOTTOM

BRG. BEARING

C.J. CONTROL JOINT

CFS COLD-FORMED STEEL

CL CENTERLINE

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

COMP. COMPOSITE

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

COORD. COORDINATE

CTR. CENTER

D(L) DEAD (LOAD)

DBA DEFORMED BAR ANCHOR

DEMO. DEMOLITION / DEMOLISH

DIA. DIAMETER

DIM. DIMENSION

DWG. DRAWING

DWL. DOWEL

E(L) EARTHQUAKE/SEISMIC (LOAD)

E.G. FOR EXAMPLE

E.J. EXPANSION JOINT

E.O.R. ENGINEER OF RECORD

EA. EACH

EL. ELEVATION

ELEC. ELECTRICAL

ELEV. ELEVATOR

EQ. EQUAL

EQUIP. EQUIPMENT

ETC. ET CETERA

EXIST. EXISTING

EXP. EXPANSION

EXT. EXTERIOR

F.S. FAR SIDE

F.V. FIELD VERIFY

FDN. FOUNDATION

FT FEET / FOOT

FTG. FOOTING

G.C. GENERAL CONTRACTOR

GA. GAUGE

GALV. GALVANIZED

GEN. GENERAL

H.D.G. HOT-DIP GALVANIZED

HD. ST. HEADED STUD

HORIZ. HORIZONTAL

I.D. INSIDE DIAMETER

I.E. INVERT ELEVATION

ABBREVIATIONS

LOAD BEARING CMU (NON-LOAD BEARING CMU HALFTONED)

EARTH

EXISTING

GROUT/SAND/GRANULAR FILL

PRECAST CONCRETE

CONCRETE

NOT IN SCOPE (E.G. VENEER, PAVING, ETC.)

STEEL (IN SECTION)

MATERIAL LEGEND

GRATING

8. C&C LOADS SHALL BE USED BY THE STEEL JOIST SUPPLIER AND ANY OTHER MANUFACTURER TO DETERMINE WALL DESIGNS, ROOF DESIGNS, CONNECTION DESIGNS, ETC.

7. A NET ROOF DEAD LOAD OF 15 PSF MAY BE ASSUMED TO RESIST JOIST UPLIFT FORCES.

6. h = MEAN ROOF HEIGHT IN FT., EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR ROOF ANGLES < 10°.

5. IF OVERHANGS EXIST, THE LESSER HORIZONTAL DIMENSION OF THE BUILDING SHALL NOT INCLUDE ANY OVERHANG DIMENSION, BUT THE EDGE DISTANCE, 'a', SHALL BE

MEASURED FROM THE OUTSIDE EDGE OF THE OVERHANG.

4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN, STRAIGHT LINE INTERPOLATION MAY BE USED; OTHERWISE, USE THE VALUE ASSOCIATED WITH THE LOWER EFFECTIV...

3. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY.

2. PRESSURES SHOWN ARE APPLIED NORMAL TO THE SURFACE.

1. ALL WIND PRESSURES AND LOAD COMBINATIONS SHALL BE PROVIDED AND APPLIED PER ASCE 7-16.

NOTES:

COMPONENTS AND CLADDING TABLE

PRESSURE (PSF)

WALL AND ROOF C&C PRESSURE PARAPET C&C PRESSURE

KEY AREA 1 & 2e KEY AREA 2n, 2r, &

3e KEY AREA 3r KEY AREA 4 KEY AREA 5 INTERIOR ZONE CORNER ZONE

< 10 SF > 100 SF < 10 SF > 100 SF < 10 SF > 100 SF < 10 SF > 100 SF < 10 SF > 100 SF < 10 SF > 100 SF < 10 SF > 100 SF

POSITIVE 25.2 19.8 25.2 19.8 25.2 19.8 36.0 31.9 36.0 31.9 N/A N/A N/A N/A

NEGATIVE -59.3 -24.4 -82.5 -49.3 -96.5 -54.6 -38.3 -34.2 -45.3 -37.1 N/A N/A N/A N/A

1. BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION, INCLUDING LOCAL SUPPLEMENTS.

THE STRUCTURE IS CLASSIFIED AS A RISK CATEGORY II FACILITY.

2. DEAD AND LIVE LOADS:

UNIFORM CONCENTRATED TOTAL

LOCATION LIVE LOAD LIVE LOAD DEAD LOAD

ROOF 20 PSF ---------- 5 PSF*

SLAB ON GRADE 250 PSF 2,000 LB ----------

FLOOR LIVE LOADS ON SUPPORTING ELEMENTS CAN BE REDUCED IN ACCORDANCE WITH THE BUILDING

CODE. ROOF LIVE LOADS ON SUPPORTING ELEMENTS SHALL NOT BE REDUCED.

*COLLATERAL DEAD LOAD OF 5 PSF SHALL BE SUPERIMPOSED ONTO ACTUAL STRUCTURAL WEIGHTS.

3. SNOW LOADS

GROUND SNOW LOAD, Pg: 20 PSF FLAT ROOF SNOW LOAD, Pf: 16.8 PSF SNOW EXPOSURE FACTOR, Ce: 1.0 SNOW IMPORTANCE FACTOR, Is: 1.0 THERMAL FACTOR, Ct 1.2 ROOF SLOPE FACTOR, Cs 1.0

DRIFTING OF SNOW AND UNBALANCED SNOW SHALL BE IN ACCORDANCE WITH THE CODE. FOR SNOW DRIFT INFORMATION SUCH AS DRIFT SURCHARGE LOAD, Pd, AND WIDTH OF SNOW DRIFTS, w, REFERENCE SNOW DRIFT TABLE.

4. WIND:

BASIC WIND SPEED, V: 106 MPH (3 SECOND GUST)

ALLOWABLE STRESS DESIGN WIND SPEED, Vasd: 83 MPH (3 SECOND GUST)

WIND EXPOSURE: C

INTERNAL PRESSURE COEF.: +/-0.55

COMPONENTS AND CLADDING PRESSURE SHALL BE USED FOR DESIGN OF EXTERIOR WALLS, WINDOWS, DOORS, AND MISCELLANEOUS MATERIALS NOT SPECIFICALLY SHOWN ON THE PLANS. FOR

COMPONENTS AND CLADDING DESIGN WIND PRESSURES, REFERENCE COMPONENT AND CLADDING

TABLE.

5. SEISMIC:

SITE CLASS: D

SEISMIC DESIGN CATEGORY: D

SEISMIC IMPORTANCE FACTOR: 1.0

SS: 0.453

S1: 0.160

SDS: 0.434

SD1: 0.243

SEISMIC FORCE RESISTING SYSTEM: PER PEMB SUPPLIER

RESPONSE MODIFICATION COEF., R PER PEMB SUPPLIER

METHOD OF ANALYSIS: EQUIVALENT LATERAL FORCE

CS: PER PEMB SUPPLIER

BASE SHEAR: PER PEMB SUPPLIER

6. RAIN INTENSITY (DURATION/100 YEAR MEAN RECURRENCE):

15 MINUTE: 6.52 INCHES PER HOUR

60 MINUTE: 3.15 INCHES PER HOUR

STEP IN SURFACE ELEVATION

SLOPE IN SURFACE ELEVATION

DESIGN CRITERIA

I.J. ISOLATION JOINT

IN INCH(ES)

INT. INTERIOR

K KIPS

L(L) LIVE (LOAD)

LBS POUNDS

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC. LOCATION

MANUF. MANUFACTURER

MAX. MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

MISC. MISCELLANEOUS

MTL. METAL

N.A. NOT APPLICABLE

N.S. NEAR SIDE

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.H. OVERHEAD

OPP. OPPOSITE

P.A.F. POWDER ACTUATED FASTENER

PCF POUNDS PER CUBIC FOOT

PEMB PRE-ENGINEERED METAL BUILDING

PERP. PERPENDICULAR

PL. PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY. QUANTITY

RAD. RADIUS

REF. REFERENCE

REINF. REINFORCING

REQ'D REQUIRED

REV. REVISION/REVISED

S.J. SAWN JOINT

S.S. STAINLESS STEEL

SCHED. SCHEDULE

SF SQUARE FEET/FOOT

SIM. SIMILAR

SPA. SPACE(S)

SQ. SQUARE

SSE SPECIALTY STRUCTURAL ENGINEER

STD. STANDARD

STIFF. STIFFENER

STRUCT. STRUCTURAL

T.O. TOP OF

T/C TENSION/COMPRESSION

TEMP. TEMPORARY

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

W(L) WIND (LOAD

W/ WITH

W/C WATER / CEMENT RATIO

WP WORKING POINT

WT. WEIGHT

WWF WELDED WIRE FABRIC

CONSTRUCTION DETAILS FOR STRUCTURAL MOVEMENT

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ACCOMMODATIONS IN GLAZING,

ARCHITECTURAL FINISHES, PLUMBING, HVAC, AND ELECTRICAL ELEMENTS TO PREVENT DAMAGE

DUE TO DEFLECTION OF ROOF, WALL AND FLOOR MEMBERS.

2. VERTICAL DEFLECTIONS DUE TO GRAVITY LOADS:

PREFAB METAL BUILDING GIRDERS (RIGID FRAMES) LENGTH IN INCHES/180

PREFAB METAL BUILDING PURLINS LENGTH IN INCHES/180

3. HORIZONTAL DEFLECTIONS DUE TO WIND (W) (10-YEAR MRI):

PREFAB METAL BUILDING ROOF (FRAME) HEIGHT IN INCHES/480*

CONVENTIONAL GIRTS LENGTH IN INCHES/240*

CONVENTIONAL METAL STUDS LENGTH IN INCHES/240*

*LENGTH IN INCHES/600 FOR BRICK VENEER

4. VIBRATION

A. THIS STRUCTURE HAS NOT BEEN ANALYZED FOR VIBRATION CAUSED BY FOOTFALL,

EQUIPMENT, ETC.

DELEGATED ENGINEERING OF STRUCTURAL COMPONENTS & SYSTEMS

1. ALL STRUCTURAL COMPONENTS & SYSTEMS SPECIFIED TO BE DELEGATED SHALL BE DESIGNED AND SEALED BY A SPECIALTY STRUCTURAL ENGINEER (SSE) AND SHALL MEET THE GUIDELINES

PUBLISHED BY THE COUNCIL OF AMERICAN STRUCTURAL ENGINEERS (CASE) FOR DELEGATED

SPECIALTY STRUCTURAL ENGINEERING.

2. REFERENCE THE GENERAL NOTES & DRAWINGS FOR BUILDING CODE, SERVICE CRITERIA, AND

DESIGN LOADS.

3. SUBMITTALS FOR DELEGATED COMPONENTS & SYSTEMS SHALL INCLUDE THE FOLLOWING:

A. A FULL DESIGN ANALYSIS, INCLUDING CALCULATIONS FOR GRAVITY AND LATERAL LOADS,

WITH A SEALED COVER SHEET IDENTIFYING THE PROJECT NAME AND ADDRESS.

B. THE SSE THAT SEALED THE CALCULATIONS SHALL ALSO SEAL THE FABRICATION, PLACING, AND ERECTION PLANS. EACH PLAN SHALL IDENTIFY THE PROJECT NAME AND ADDRESS.

C. IF THE SSE THAT SEALED THE CALCULATIONS AND PLANS IS AN EMPLOYEE OF A COMPANY, THE COMPANY'S CERTIFICATE OF AUTHORIZATION NUMBER SHALL BE INCLUDED ON THE

SUBMITTALS. BOTH THE SSE SEAL AND THE CERTIFICATE OF AUTHORIZATION SHALL BE

ISSUED BY THE STATE IN WHICH THE PROJECT IS LOCATED, INCLUDING PROJECTS ON

FEDERAL LAND.

D. THE SSE THAT SEALED THE PLANS SHALL INCORPORATE A WRITTEN STATEMENT THAT THE

CONTRACT DOCUMENT'S CRITERIA HAVE BEEN INCORPORATED INTO THE DESIGN.

4. THE CONTRACTOR SHALL REVIEW THE SUBMITTAL FOR QUANTITIES AND DIMENSIONS AND

VERIFY THAT THE ABOVE INFORMATION HAS BEEN INCLUDED IN THE SUBMITTAL.

5. NO SUBMITTAL WILL BE REVIEWED UNLESS ALL OF THE ABOVE INFORMATION IS INCLUDED.

6. PRE-FABRICATED METAL BUILDING

A. THE PRELIMINARY FOUNDATION DESIGN LOADS ARE SHOWN ON THE PLANS. IF THE FINAL

CERTIFIED LOADS ARE MORE THAT THE PRELIMINARY LOADS, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR REDESIGN COST AND THE COST FOR CHANGES TO THE FOUNDATION.

B. COLLATERAL DEAD LOAD IS APPLIED ON ALL ROOF MEMBERS INCLUDING PURLINS AND

FRAMES. COLLATERAL LOADS SHALL NOT BE USED TO REDUCE WIND LOAD UPLIFT.

C. COLUMN BASE PLATES SHALL BE DESIGNED AS "PINNED" TO PROVIDE UNIFORM CONCRETE

CONTACT PRESSURE IN ACCORDANCE WITH AISC DESIGN CRITERIA. MINIMUM COLUMN BASE

PLATE THICKNESS IS 0.75 INCHES.

D. RIGID FRAME MEMBERS SHALL HAVE SOLID FLAT WEBS (CORRUGATED WEBS ARE

PROHIBITED) WITH A MINIMUM THICKNESS OF 0.1875" AND SOLID FLAT FLANGES WITH A

MINIMUM THICKNESS OF 0.375" AND A MINIMUM WIDTH OF 5.0". END PLATE CONNECTIONS

SHALL HAVE A MINIMUM THICKNESS OF 0.75" AND THE BOLTS CONNECTING THE MEMBERS

SHALL BE ASTM A325 AND TENSION INDICATING.

E. BRACING FOR WIND OR SEISMIC SHALL BE SOLID RODS (CABLE IS NOT ALLOWED).

F. THE PRE-FABRICATED METAL BUILDING SYSTEM SHALL MEET ANY ADDITIONAL OWNER

INSURANCE REQUIREMENTS (SUCH AS FM GLOBAL).

SOIL PREPARATION AND FOUNDATIONS

1. THE FOUNDATION SYSTEM IS DESIGNED AS RECOMMENDED IN THE GEOTECHNICAL

INVESTIGATION PREPARED BY TERRACON, JOB NO. 15235267. A COPY IS IN THE SPECIFICATIONS

OR IS AVAILABLE FOR INSPECTION AT THE ENGINEER'S PLACE OF BUSINESS.

2. REMOVE TOP SOIL CONTAINING ORGANIC MATERIAL AND PREPARE THE BUILDING PAD IN

ACCORDANCE WITH THE CIVIL ENGINEERING PLANS, SPECIFICATIONS, AND GEOTECHNICAL

INVESTIGATION.

3. REMOVE SOIL AS REQUIRED TO ALLOW FOR A LOW VOLUME CHANGE ZONE 24" THICK UNDER THE

FLOOR SLAB AND DRAINAGE MATERIAL. FILL TO SUBGRADE ELEVATION SHOWN ON THE

DRAWINGS WITH NON-EXPANSIVE FILL OR STABILIZED SOIL PER SPECIFICATION.

4. DO NOT BACKFILL FOUNDATIONS/BASEMENT WALLS UNTIL THE RESTRAINING SLABS OR

ADEQUATE BRACING ARE IN PLACE. ALL BACKFILL SHALL BE PLACED AND COMPACTED IN

ACCORDANCE WITH THE SPECIFICATION.

5. EXTERIOR SLABS SHALL SLOPE AWAY FROM THE STRUCTURE A MINIMUM OF 1/4" PER FOOT

UNLESS NOTED OTHERWISE.

6. SOIL SUPPORTED FOUNDATIONS:

A. DESIGN BEARING PRESSURE (NET) IS 2000 PSF FOR FOUNDATIONS BEARING ON

UNDISTURBED SOIL OR APPROVED ENGINEERED FILL MATERIAL. BEARING MATERIALS SHALL

BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER.

B. ALL FOUNDATIONS ARE DESIGNED WITH EARTH FORMED SIDES; THE TOP 7-1/4" OF THE

FOUNDATION SHALL BE FORMED TO THE DESIGN DIMENSION WHEN VISIBLE AFTER

CONSTRUCTION IS COMPLETE. THE CONSTRUCTED FOUNDATION DIMENSION SHALL BE NO

LESS THAN THE DESIGN DIMENSION, AND NO MORE THAT 6" GREATER THAN THE DESIGN

DIMENSION.

CONCRETE

1. ALL…

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File details come from the government source that posted it. Updated Dec 3, 2024.