GENERAL DRAWING SYMBOLS LEGEND

#
ABBREVIATIONS LEGEND

NUMBER
FOF
FOS
FACE OF FINISH
FACE OF STUD
P.T.
PC
PRESSURE TREATED
PERSONAL COMPUTER
CITY OF ST. CHARLES POLICE DEPARTMENT
0 e0
1781 ZUMBEHL ROAD
& AND FP FIRE PROTECTION PF PAPER FLOW planning architecture interior design
GRID LINES - NEW @ AT FRP FIBERGLASS REINFORCED PANEL PL PLASTIC
AND EXISTING FRT FIRE RETARDANT TREATED PLAM PLASTIC LAMINATE
A FS FULL SIZE PLAS PLASTER ARCHITECT
A e0 AB ANCHOR BOLT FSP FURNITURE SUPPLIER PLWD PLYWOOD JEMA

NEW GRIDLINES EXISTING GRIDLINES

ACOUST
ACT
ADJ
AFF
ACOUSTICAL
ACOUSTICAL CEILING TILE
ADJUSTABLE
ABOVE FINISHED FLOOR
FT
FTG
FURR
FUT
FOOT OR FEET
FOOTING
FURRING
FUTURE
PNL
PP
PR
PRC
PANEL
POWER POLE
PAIR
PRE-CASE
ST. CHARLES, MO 63303 2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM
AGG AGGREGATE PT PAINT(ED)
AHJ AUTHORITY HAVING JURISDICTION G PTN PARTITION
STRUCTURAL ENGINEER
AIB AIR INFILTRATION BARRIER GA GAUGE PTR PRINTER
ALPER AUDI STRUCTURAL ENGINEERS

PHASE 2
AL ALUMINUM GB GRAB BAR
1 View Name VIEW TITLE ALT ALTERNATE GC GENERAL CONTRACTOR Q
1804 BORMAN CIRCLE DRIVE
ST. LOUIS, MO 63146
A101 1/8" = 1'-0" REF. 99 R101 APPROX APPROXIMATE(LY) GEN GENERAL QT QUARRY TILE CONTACT: STEVE EHRETT
ARCH ARCHITECT(URAL) GI GALVANIZED IRON QTY QUANTITY T: 314-432-8600
AUX AUXILIARY GL GLASS E: STEVE.EHRETT@ALPERAUDI.COM
GRD GROUND R
B GWB GYPSUM WALL BOARD R RIGHT OR RADIUS MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
1 BD BOARD GYP GYPSUM RB RESILIENT BASE G&W ENGINEERING
A101 REFERENCE TO INFORMATION
BLDG BUILDING GYP BD GYPSUM BOARD RCP REFLECTED CEILING PLAN
SITE MAP REGIONAL MAP 138 WELDON PARKWAY
ENLARGED ELSEWHERE MARYLAND HEIGHTS, MO 63043
BLKG BLOCKING RD ROOF DRAIN
CONTACT: BRETT ROSSOMANNO
BOT BOTTOM H RDS ROOF DRAIN DOWNSPOUT T:314-469-3737
BR BULLET RESISTANT H HEIGHT REF REFERENCE PROJECT LOCATION E: BROSSOMANNO@GANDWENGINEERING.COM
BSMT BASEMENT HB HOSE BIB REFR REFRIGERATOR
SIM HC HOLLOW CORE REINF REINFORCE(D)
1 WALL SECTION REFERENCE OWNER'S REPRESENTATIVE
C HCP HANDICAP(PED) REQ/REQ'D REQUIRE(D) NAVIGATE BUILDING SOLUTIONS
A101
C CASTER HDW(R) HARDWARE RESIL RESILIENT 8419 MANCHESTER ROAD
CAB CABINET HM HOLLOW METAL REV REVISION BRENTWOOD, MO 63144
CANT CANTILEVER HMF HOLLOW METAL FRAME REX REQUEST TO EXIT CONTACT: DAVID LOWELL
SIM SIM T: 314-517-0935
BUILDING SECTION REFERENCE CEM CEMENT HORIZ HORIZONTAL RM ROOM
1 1 E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
CER CERAMIC HR HOUR RO ROUGH OPENING
A101 A101
CF CONTRACTOR FURNISHED HT HEIGHT
CFCI CONTRACTOR FURNISHED AND CONTRACTOR INSTALLED HVAC HEATING, VENTILATION, AND AIR CONDITIONING S
CFMF COLD FORMED METAL FRAMING (STRUCUTRAL FRAMING) S SOUTH
SIM CI CONTRACTOR INSTALLED I SAB SOUND ATTENUATION BATTS
1 DETAIL SECTION REFERENCE
CJ CONTROL JOINT ID INSIDE DIAMETER SC SOLID CORE
A101 CL CENTERLINE IDF INTERMEDIATE DISTRIBUTION FRAME SCH SCHEDULE ARCHITECT OF RECORD:
CLG CEILING INC INCORPORATED SEC SECRETARY
CLKG CAULKING INCL INCLUDE(D) SECT SECTION
1 1
CLO CLOSET INSUL INSULATED/INSULATION SF SQUARE FOOT (FEET)
CLR CLEAR INT INTERIOR SH SEAT HEIGHT
1 A101 1 1 A101 1 ELEVATION - REFERENCES CMU CONCRETE MASONRY UNIT IP INTERIORS PACKAGE SHN SHOWN NORTH
CO CASED OPENING SHR SHOWER
1 1 COL COLUMN J SHT SHEET
CONC CONCRETE JAN JANITOR SIM SIMILAR
INTERIOR EXTERIOR CONST CONSTRUCTION JC JANITOR'S CLOSET SND SANITARY NAPKIN DISPENSER
DRAWING INDEX - PHASE 2
CONT CONTINUOUS JS JANITOR'S SINK SNR SANITARY NAPKIN WASTE RECEPTACLE Sheet
PROJECT DESCRIPTION: Number Sheet Name
CONTR CONTRACTOR JT JOINT SPEC SPECIFICATION CITY OF ST CHARLES POLICE DEPARTMENT PHASE 2: BUILDING ADDITION TO NORTHWEST OF EXISTING BUILDING, FRONT LOBBY
ROOM AREA CORP CORPORATION SQ SQUARE RENOVATION, INCLUDING ADDING BALLISTIC WALLS AND SERVICE COUNTERS. JOHN EDWARD MUELLER
CORR CORRIDOR K SQFT SQUARE FEET (FOOT) CS COVER SHEET MO ARCHITECTURAL LICENSE A2010039774
150 SF
CP CARPET KIT KITCHEN SS STAINLESS STEEL MEANS OF EGRESS: MO CERTIFICATE OF AUTHORITY A2014008380
ROOM NAME ROOM TAG
CPT CARPET TILE SSK SERVICE SINK • SINGLE EXIT ALLOWED FROM SPACES WITH OCCUPANT LOAD OF 49 OR LESS [IBC TABLE 1006.2.1] C1.0 TITLE SHEET
• MAXIMUM COMMON PATH OF TRAVEL DISTANCE 100'-0" [IBC TABLE 1006.2.1]
101 CR CARD READER L STA STATION
• MAXIMUM EXIT ACCESS TRAVEL DISTANCE IS 300'-0" FOR B OCCUPANCY AND 400'0" FOR S-2 OCCUPANCY [IBC TABLE 1017.2]
C2.0 SPECIFICATION SHEET
CRAC COMPUTER ROOM AIR CONDITIONING UNIT L LEFT OR LENGTH STD STANDARD C3.0 SITE DEMOLITION PLAN
ROOM NUMBER • DEAD END CORRIDORS NOT TO EXCEED 50 FEET [IBC 1020.4, EXCEPTION 2]
CS CASEWORK SUPPLIER LAB LABORATORY STL STEEL • MINIMUM STAIRWAY WIDTH IS 44" [IBC 1011.2]. C4.0 OVERALL SITE PLAN
FLOOR NUMBER C4.1 SITE AND GRADING PLAN
CT CERAMIC TILE LAM LAMINATE STOR STORAGE • THE SEPARATION DISTANCE BETWEEN EXIT DOORS SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM
CTN CARTON LAV LAVATORY STRUCT STRUCTURAL OVERALL DIAGONAL DIMENSION OF THE AREA SERVED [IBC 1007.1.1, EXCEPTION 2]. C5.0 SITE GEOMETRY AND UTILITY PLAN
• THE MEANS OF EGRESS SERVING A ROOM OR SPACE SHALL BE ILLUMINATED AT ALL TIMES THAT THE ROOM OR SPACE IS C6.0 PAVEMENT REPLACEMENT PLAN
SUFFIX AS REQ'D LB POUND SUSP SUSPENDED
OCCUPIED AT A MINIMUM OF 1 FOOTCANDLE [IBC 1008.2] C7.0 SEWER PROFILE AND DETAILS
909B DOOR NUMBER TAG D LKR LOCKER SV SHEET VINYL • WHERE 2 OR MORE MEANS OF EGRESS ARE REQUIRED, EMERGENCY POWER AND ILLUMINATION IS REQUIRED PER [IBC 1008.3].
(REFER TO DOOR SCHEDULE) D DEPTH LL LANDLORD SW SMALL WARES • EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES AND FOR A MINIMUM OF 90 MINUTES IN CASE OF PRIMARY POWER LOSS [IBC C8.0 PAVEMENT DETAILS
ROOM NUMBER C9.0 PROPOSED DRAINAGE AREA PLAN
DBL DOUBLE LT LIGHT SYM SYMMETRICAL 1013.6.3]
DEPT DEPARTMENT LVT LUXURY VINYL TILE

CITY OF ST. CHARLES POLICE DEPARTMENT

DF DRINKING FOUNTAIN T S101 GENERAL NOTES
PARTITION SUBTYPE DIA DIAMETER M T THERMOSTAT S102 GENERAL NOTES
(ABOVE CEILING, UP TO DECK, DIM DIMENSION MAS MASONRY TACK TACKABLE CODE INFORMATION S103 GENERAL NOTES
BALLISTIC RATED) DN DOWN MAX MAXIMUM TB TOWEL BAR S104 GENERAL NOTES
DO DOOR OPENING MC MECHANICAL CONTRACTOR TEL TELEPHONE MUNICIPALITY: CITY OF ST. CHARLES S105 GENERAL NOTES
PARTITION HEIGHT INDICATOR
(deck, ceiling, plenum) DWG DRAWINGS MDF MAIN DISTRIBUTION FRAME TER TERMINAL S111 TYPICAL FOUNDATION DETAILS
DWR DRAWER MDP MAIN DISTRIBUTION PANEL TFCI TENANT FURNISHED, CONTRACTOR INSTALLED FIRE DEPARTMENT: ST. CHARLES FIRE DEPARTMENT S121 TYPICAL MASONRY DETAILS

ST. CHARLES, MO 63303

P10a
PARTITION TYPE TAG S122 TYPICAL MASONRY DETAILS

1781 ZUMBEHL ROAD

MECH MECHANICAL TFTI TENANT FURNISHED,TENANT INSTALLED
(REFER TO PARTITION DETAILS) BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE
NOMINAL DEPTH OF STRUCTURE E MEP MECHANICAL, ELECTRICAL, AND PLUMBING TOF TOP OF FOOTING S131 TYPICAL STEEL DEATILS
2015 INTERNATIONAL EXISTING BUILDING CODE
E EAST MEPFP MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION TOS TOP OF STEEL S201 FOUNDATION PLAN
PARTITION TYPE EA EACH MFR MANUFACTURER TOW TOP OF WALL ACCESSIBILITY: AMERICANS WITH DISABILITIES ACT S211 ROOF FRAMING PLAN
(MTL, WOOD, CMU, SHAFTWALL, ETC) EC ELECTRICAL CONTRACTOR MIN MINIMUM TPD TOILET PAPER DISPENSER ICC/ANSI A117.1, REFERENCED BY BUILDING CODE S301 FOUNDATION SECTIONS
EF EXHAUST FAN MIR MIRROR TV TELEVISION S401 FRAMING SECTIONS
FIRE PREVENTION: 2015 INTERNATIONAL FIRE CODE
CEILING TYPE EJ EXPANSION JOINT MISC MISCELLANEOUS TYP TYPICAL
EL ELEVATION MO MASONRY OPENING MECHANICAL: 2015 INTERNATIONAL MECHANICAL CODE A003 LIFE SAFETY PLAN & INFO
ACT-1 CEILING TAG A100 ARCHITECTURAL SITE PLAN
ELEC ELECTRIC(AL) MOP METHOD OF PROCEDURE U
11'-10 1/2" A.F.F. ELEV ELEVATION MPR MULTIPURPOSE ROOM UL UNDERWRITERS LABATORIES, INC. ELECTRICAL: 2014 NATIONAL ELECTRICAL CODE A101 ARCHITECTURAL SITE PLAN - ENLARGED PLANS
CEILING HEIGHT EMER EMERGENCY MR MOISTURE RESISTANT UNO UNLESS NOTED OTHERWISE A111 DEMO PLANS AND RCPS
PLUMBING: 2015 INTERNATIONAL PLUMBING CODE A121 1ST FLOOR PLAN
ENCL ENCLOSURE MTD MOUNTED UPH UPHOLSTER OR UPHOLSTERY
FINISH TAG ENG ENGINEER MTL METAL UR URINAL A122 2ND FLOOR PLAN
(REFER TO FINISH LEGEND) ENERGY: 2015 INTERNATIONAL ENERGY CONSERVATION CODE
EP ELECTRICAL PANEL MUL MULLION 2015 INTERNATIONAL FUEL-GAS CODE A123 ROOF PLAN
EPOX EPOXY V A131 1ST FLOOR RCP
EQ EQUAL N V VERTICAL OR VINYL SEISMIC CLASS: CATEGORY D A132 2ND FLOOR RCP
EQUIP EQUIPMENT N NORTH VAR VARIES OR VARIABLE A141 1ST FLOOR FINISH PLAN
ES EQUIPMENT SUPPLIER NIC NOT IN CONTRACT VCT VINYL COMPOSITION TILE A142 2ND FLOOR FINISH PLAN & LEGEND
PROJECT NAME: ST. CHARLES POLICE DEPARTMENT PHASE 2
EWC ELECTRIC WATER COOLER NO NUMBER VERT VERTICAL A151 1ST FLOOR - FURNITURE, POWER, DATA, & EQUIPTMENT
EWH ELECTRIC WATER HEATER NOM NOMINAL VTR VENT THROUGH ROOF PROJECT ADDRESS: 1781 ZUMBEHL ROAD, ST. CHARLES, MO 63303 A152 2ND FLOOR - FURNITURE, POWER, DATA, & EQUIPTMENT LEGEND
01 TEXT KEYNOTE TAG EXEC EXECUTIVE NT NON-TACKABLE VWC VINYL WALLCOVERING A201 EXTERIOR AND STOREFRONT/CURTAIN WALL ELEVATIONS
(REFER TO KEYNOTE LEGENDS) DESCRIPTION OF WORK: A301 BUILDING AND WALL SECTIONS
EXIST EXISTING NTS NOT TO SCALE
RENOVATION AND ADDITION TO CITY OF ST CHARLES POLICE DEPARTMENT PHASE 2: BUILDING ADDITION TO A401 ENLARGED FLOOR PLANS
EXP EXPANSION W
NORTHWEST OF EXISTING BUILDING, FRONT LOBBY RENOVATION, INCLUDING ADDING BALLISTIC WALLS, ENLARGED
EXT EXTERIOR O W WEST OR WIDTH A402 ENLARGED FLOOR PLANS
FITNESS ROOM AND LOCKER ROOMS, AND 2ND FLOOR RENOVATIONS.
OC ON CENTER W/ WITH A403 INTERIOR ELEVATIONS
1
REVISION CLOUD AND DELTA TAG F OD OUTSIDE DIAMETER W/O WITHOUT USE GROUPS [IBC CHAPTER 3]: A404 INTERIOR ELEVATIONS
FA FIRE ALARM OF OWNER FURNISHED WC WALL COVERING B BUSINESS A501 DETAILS AND EXTERIOR WALL TYPES
S-1 STORAGE A502 DETAILS
FD FLOOR DRAIN OFCI OWNER FURNISHED, CONTRACTOR INSTALLED WD WOOD
FDN FOUNDATION OFOI OWNER FURNISHED, OWNER INSTALLED WDW WINDOW A503 DETAILS - DOOR AND WINDOW
USE GROUP SEPARATION:
FE FIRE EXTINGUISHER OH OVERHEAD WH WATER HEATER • NO SEPARATION REQUIREMENT FOR USE GROUP B AND S [IBC TABLE 508.4] A505 INTERIOR DETAILS - MILLWORK
FEC FIRE EXTINGUISHER CABINET OI OWNER INSTALLED WMTD WALL-MOUNTED A601 PARTITION SCHEDULE & DETAILS
FILLED REGION SYMBOLS LEGEND: FHC FIRE HOSE CABINET OPG OPENING WP WATERPROOF TYPES OF CONSTRUCTION AND DESCRIPTION: A602 DOOR SCHEDULE / DOOR, FRAME AND WINDOW TYPES
FIN FINISH(ED) OPP OPPOSITE WS WORK SURFACE II-B: FULLY SPRINKLER [IBC 602.2].
EARTH FLR FLOOR OSH OVERHEAD SHELF WSCT WAINSCOT FP000 FIRE PROTECTION TITLE SHEET - PHASE 2
ALLOWABLE HEIGHT:
FLUOR FLUORESCENT WT WEIGHT TYPE II-B , USE B & S-1 = 55 FEET [IBC TABLE 504.3] 3 STORIES ABOVE GRADE PLANE [IBC TABLE 504.4]
FP101A FIRST FLOOR CEILING PLAN - FIRE PROTECTION - AREA A - PHASE 2 PERMIT
BID SETSET
AGGREGATE FILL FOC FACE OF CONCRETE P FP101B FIRST FLOOR CEILING PLAN - FIRE PROTECTION - AREA B - PHASE 2
ACTUAL HEIGHT = 36'-5" FEET, 2 STORIES ABOVE GRADE PLANE TOTAL FP102 SECOND FLOOR CEILING PLAN - FIRE PROTECTION - PHASE 2 10/21/2022
10/21/2022
CONCRETE
ALLOWABLE AREA DP101A FIRST FLOOR
FLOOR DEMOLITION
DEMOLITION PLANPLAN -- PLUMBING
PLUMBING -- AREA AREA A
A -- PHASE
PHASE 22
DP101A FIRST
PRECAST CONCRETE TYPE II-B, USE B = 69,000 SF BOTH FLOORS (SPRINKLER, MAX 2 STORY ABOVE GRADE) [IBC TABLE 506.2]. DP101B
DP101B FIRST FLOOR DEMOLITION PLAN - PLUMBING - AREA B - PHASE 22
FIRST FLOOR DEMOLITION PLAN - PLUMBING - AREA B - PHASE REVISIONS
ACTUAL COMBINED AREA = 56,434 SF DP102
DP102 SECOND FLOOR
SECOND FLOOR DEMOLITION
DEMOLITION PLAN
PLAN -- PLUMBING
PLUMBING -- PHASE
PHASE 22 NO. DATE DESCRIPTION
BRICK IN PLAN P000 PLUMBING TITLE SHEET - PHASE 2
P000 PLUMBING TITLE SHEET - PHASE 2
FIRE PARTITIONS: P001
P001 PLUMBING SCHEDULES
PLUMBING SCHEDULES & & DETAILS
DETAILS -- PHASE
PHASE 22
CONCRETE MASONRY UNITS • 1 HOUR PATH OF EGRESS [IBC TABLE 508.4] P100A
P100A UNDERGROUND PLAN - PLUMBING
UNDERGROUND PLAN - PLUMBING - AREA A - AREA A -- PHASE
PHASE 22
P101A
P101A FIRST FLOOR PLAN - PLUMBING - AREA A - PHASE 22
FIRST FLOOR PLAN - PLUMBING - AREA A - PHASE
CUT/CAST STONE HORIZONTAL SEPARATION:
P101B
P101B FIRST FLOOR
FIRST FLOOR PLAN
PLAN -- PLUMBING
PLUMBING -- AREA
AREA B B -- PHASE
PHASE 22
• NOT APPLICABLE [IBC 711.2.4.3]
STEEL • NOT APPLICABLE [IBC TABLE 508.4] P102
P102 SECOND FLOOR PLAN - PLUMBING - PHASE 22
SECOND FLOOR PLAN - PLUMBING - PHASE

MORTAR NET FIRE PROTECTION SYSTEMS DM100

DM100 BASEMENT DEMO
BASEMENT DEMO PLAN
PLAN -- MECHANICAL
MECHANICAL -- PHASE
PHASE 22
• USE B AND S-1 OCCUPANCY ARE FULLY SPRINKLER [IBC 506.2]. DM101 FIRST FLOOR
FLOOR CEILING
CEILING DEMO
DEMO PLAN
PLAN -- MECHANICAL
MECHANICAL -- PHASE
PHASE 22
DM101 FIRST
• FIRE DEPARTMENT CONNECTIONS (FDC) TO BE INSTALLED AS REQUIRED BY AHJ [IBC 912].
DISCONTINUOUS ROUGH LUMBER DM102
DM102 SECOND FLOOR CEILING DEMOLITION PLAN - MECHANICAL -- PHASE
SECOND FLOOR CEILING DEMOLITION PLAN - MECHANICAL PHASE 22
FIRE ALARM AND DETECTION SYSTEMS DM103
DM103 ROOF DEMOLITION PLAN - MECHANICAL
ROOF DEMOLITION PLAN - MECHANICAL PHASE 2 PHASE 2
CONTINUOUS LUMBER • AN APPROVED FIRE ALARM SYSTEM IS REQUIRED [IBC 907.2] M000
M000 MECHANICAL TITLE
MECHANICAL TITLE SHEET
SHEET -- PHASE
PHASE 22
M001
M001 MECHANICAL SCHEDULES
MECHANICAL SCHEDULES -- PHASE
PHASE 22
RIGID INSULATION M002
M002 MECHANICAL DETAILS - PHASE 22
MECHANICAL DETAILS - PHASE
M003
M003 MECHANCIAL DETAILS
MECHANCIAL DETAILS -- PHASE
PHASE 22
BLANKET INSULATION M100 BASEMENT CEILING PLAN -- MECHANICAL
MECHANICAL -- PHASE
PHASE 22
M100 BASEMENT CEILING PLAN
M101A
M101A FIRST FLOOR CEILING PLAN - MECHANICAL -- AREA
FIRST FLOOR CEILING PLAN - MECHANICAL AREA A
A -- PHASE
PHASE 22
FIRE SAFING INSULATION
M101B
M101B FIRST FLOOR CEILING PLAN - MECHANICAL - AREA B
FIRST FLOOR CEILING PLAN - MECHANICAL - AREA B - PHASE - PHASE 22
M102
M102 SECOND FLOOR CEILING PLAN - MECHANICAL - PHASE 22
SECOND FLOOR CEILING PLAN - MECHANICAL - PHASE
INSULATED METAL PANEL
M103
M103 ROOF PLAN
ROOF PLAN -- MECHANICAL
MECHANICAL -- PHASE
PHASE 22
GROUT
E000 ELECTRICAL TITLE SHEET - PHASE 2
GYPSUM BOARD / PLASTER E001 ELECTRICAL DETAILS & SCHEDULES - PHASE 2
E002 ELECTRICAL PANELBOARD SCHEDULES - PHASE 2
MARBLE / GRANITE E003 ELECTRICAL PANELBOARD SCHEDULES - PHASE 2
E100 SITE PLAN - ELECTRICAL - PHASE 2 PROJECT NO. ISSUED BY:
ACOUSTICAL TILE / BOARD E110 BASEMENT FLOOR PLAN - ELECTRICAL DEMOLITION - PHASE 2 21-1540.06
E111 FIRST FLOOR PLAN - ELECTRICAL DEMOLITION - PHASE 2 ISSUED DATE:
WOOD GRAIN E112 SECOND FLOOR PLAN - ELECTRICAL DEMOLITION - PHASE 2 10/20/2022 10:26:13 PM
E113 ROOF PLAN - ELECTRICAL DEMOLITION - PHASE 2 SHEET TITLE:
PLYWOOD E114 FIRST FLOOR RCP - ELECTRICAL DEMOLITION - PHASE 2
E115 SECOND FLOOR RCP - ELECTRICAL DEMOLITION - PHASE 2
FINISH LUMBER
E201 BASEMENT FLOOR PLAN - POWER & SYSTEMS - PHASE 2
COVER SHEET
E202 FIRST FLOOR PLAN - POWER & SYSTEMS - AREA A - PHASE 2
DRYWALL CEILING OR SOFFIT
E203 FIRST FLOOR - POWER & SYSTEMS - AREA B - PHASE 2
1 HOUR FIRE RATED WALL
E204 SECOND FLOOR PLAN - POWER & SYSTEMS - PHASE 2
E205 ROOF PLAN - POWER & SYSTEMS - PHASE 2
2 HOUR FIRE RATED WALL E302 FIRST FLOOR RCP - LIGHTING - AREA A - PHASE 2

3 HOUR FIRE RATED WALL

E303
E304
FIRST FLOOR RCP - LIGHTING - AREA B - PHASE 2
SECOND FLOOR RCP - LIGHTING - PHASE 2
CS
Copyright 2020 © JEMA
 LEGEND SITE IMPROVEMENT PLANS planning architecture interior design

for
CITY OF ST. CHARLES POLICE DEPARTMENT ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
SHEET INDEX E: MSUTHERLAND@JEMASTL.COM

CIVIL ENGINEER
CIVIL ENGINEERING DESIGN CONSULTANTS, INC.
10820 SUNSET OFFICE DRIVE
ST. LOUIS, MO 63127
CONTACT: PAUL BOYER
T: 314-729-1400
E: PBOYER@CEDC.NET

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
Hw CONTACT: BRETT ROSSOMANNO
T:314-469-3737
y E: BROSSOMANNO@GANDWENGINEERING.COM

t 70
es OWNER'S REPRESENTATIVE

k sN NAVIGATE BUILDING SOLUTIONS

8419 MANCHESTER ROAD
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CONTACT: DAVID LOWELL

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T: 314-517-0935

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E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

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ABBREVIATIONS
SYMBOLS
LOCATION MAP

PROPERTY DATA

CITY OF ST. CHARLES POLICE DEPARTMENT

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
UTILITIES & AGENCIES

PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

BENCHMARKS

“ ”

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

2309 CEDC
ISSUED DATE:

STORMWATER MANAGEMENT NOTE

SHEET TITLE:

PREPARED FOR: PREPARED BY: TITLE SHEET

JEMA 10820 Sunset Office Drive
2823 Olive Street Suite 200
St. Louis, Missouri 63127
St. Louis, Missouri 63103 314.729.1400
Fax: 314.729.1404
Ph: 314.531.7400
Contact: Mr. Matt Sutherland
www.cedc.net

C1.0 Copyright 2020 © JEMA

 EARTHWORK NOTES
STORM SEWER NOTES
GENERAL NOTES CONSTRUCTION NOTES
planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

CIVIL ENGINEER
CIVIL ENGINEERING DESIGN CONSULTANTS, INC.
10820 SUNSET OFFICE DRIVE
ST. LOUIS, MO 63127
CONTACT: PAUL BOYER
T: 314-729-1400
E: PBOYER@CEDC.NET

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

F M I SS
E O OU
AT

ST

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PAUL K.
BOYER
NUMBER

R
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REG
E-28258

GI
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ER

EN
ED L
PROFESS I ONA

CITY OF ST. CHARLES POLICE DEPARTMENT

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

2309 CEDC
ISSUED DATE:

SHEET TITLE:

SPECIFICATION
SHEET

C2.0 Copyright 2020 © JEMA

 planning architecture interior design

ARCHITECT

PAVEMENT DEMOLITION LEGEND JEMA

2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

CIVIL ENGINEER
CIVIL ENGINEERING DESIGN CONSULTANTS, INC.
GENERAL NOTES 10820 SUNSET OFFICE DRIVE
ST. LOUIS, MO 63127
CONTACT: PAUL BOYER
T: 314-729-1400
E: PBOYER@CEDC.NET

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

F M I SS
E O OU
AT

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PAUL K.
BOYER
NUMBER

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REG
E-28258

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PROFESS I ONA

16

CITY OF ST. CHARLES POLICE DEPARTMENT

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
20

18

PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

2309 CEDC
ISSUED DATE:

SHEET TITLE:

SITE DEMOLITION
PLAN

C3.0
Copyright 2020 © JEMA
 planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

CIVIL ENGINEER
CIVIL ENGINEERING DESIGN CONSULTANTS, INC.
10820 SUNSET OFFICE DRIVE
ST. LOUIS, MO 63127

Disturbed CONTACT: PAUL BOYER

T: 314-729-1400
E: PBOYER@CEDC.NET

Area=0.38± ac. MECHANICAL/ELECTRICAL/PLUMBING ENGINEER

G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

8 16
16
16
20 F M I SS
E O OU
AT

ST

RI
PAUL K.
BOYER
NUMBER

R
NEE
REG
E-28258

GI
STI
ER

EN
ED L
PROFESS I ONA

20
9 18
18
Proposed Building
1-Story Addition

ZUMBEHL ROAD

CITY OF ST. CHARLES POLICE DEPARTMENT

Proposed Building

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
~
Addition

10
16
16

PERMIT SET
10/21/2022
10 REVISIONS
NO. DATE DESCRIPTION
27

28

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

2309 CEDC
ISSUED DATE:

SHEET TITLE:

GRAYSTONE DRIVE
OVERALL SITE
PLAN

C4.0 Copyright 2020 © JEMA

 planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
GENERAL NOTES CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

CIVIL ENGINEER
CIVIL ENGINEERING DESIGN CONSULTANTS, INC.
10820 SUNSET OFFICE DRIVE
ST. LOUIS, MO 63127
CONTACT: PAUL BOYER
T: 314-729-1400
E: PBOYER@CEDC.NET

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

F M I SS
E O OU
AT

ST

RI
PAUL K.
BOYER
NUMBER

R
NEE
REG
E-28258

GI
STI
ER

EN
ED L
PROFESS I ONA

16

CITY OF ST. CHARLES POLICE DEPARTMENT

1

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
2

20

18
Proposed Building
1-Story Addition

PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

2309 CEDC
ISSUED DATE:

SHEET TITLE:

SITE AND
GRADING PLAN

C4.1 Copyright 2020 © JEMA

 planning architecture interior design

ARCHITECT
GENERAL NOTES LEGEND JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

CIVIL ENGINEER
CIVIL ENGINEERING DESIGN CONSULTANTS, INC.
10820 SUNSET OFFICE DRIVE
ST. LOUIS, MO 63127
CONTACT: PAUL BOYER
T: 314-729-1400
E: PBOYER@CEDC.NET

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

F M I SS
E O OU
AT

ST

RI
PAUL K.
BOYER
NUMBER

R
NEE
REG
E-28258

I
I

NG
ST
ER E
E D P L
ROF ESS I ONA

16

CITY OF ST. CHARLES POLICE DEPARTMENT

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
20

18
Proposed Building
1-Story Addition

PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

2309 CEDC
ISSUED DATE:

SHEET TITLE:

SITE GEOMETRY
AND UTILITY
PLAN

C5.0 Copyright 2020 © JEMA

 PAVEMENT LEGEND
planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

CIVIL ENGINEER
CIVIL ENGINEERING DESIGN CONSULTANTS, INC.
10820 SUNSET OFFICE DRIVE
ST. LOUIS, MO 63127
CONTACT: PAUL BOYER
T: 314-729-1400
E: PBOYER@CEDC.NET

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM
Keynote Description
3 3 1
Number OWNER'S REPRESENTATIVE
3 1
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
2 T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

8 1 3
16
16
4
16
5
2 4 20
6 E O
F M I SS
OU
AT

ST
6

RI
6 PAUL K.
BOYER
6 NUMBER

R
2

NEE
REG
E-28258
2

GI
3

I
2 4

ST
ER

EN
ED L
PROFESS I ONA
5 5 GENERAL NOTES

20 2
2
9 18
18
6 6
Proposed Building
1-Story Addition

ZUMBEHL ROAD
6 6
6 6

CITY OF ST. CHARLES POLICE DEPARTMENT

2
2 2 2

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
1
10
16
16

3 6
6 6
6
2 2 2
2 Note:
Final elevation of drive aisles shown to be removed & 3
replaced shall be approximately 2" higher than current
elevations to accomodate the 2" asphalt overlay at
parking stalls (typ.).

PERMIT SET
10/21/2022
10 REVISIONS
2 6 2 6 NO. DATE DESCRIPTION
27

3
28
2 6

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

2309 CEDC
ISSUED DATE:

SHEET TITLE:

GRAYSTONE DRIVE PAVEMENT

REPLACEMENT
PLAN

C6.0 Copyright 2020 © JEMA

 planning architecture interior design

1 2 ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

555 555 CIVIL ENGINEER

CIVIL ENGINEERING DESIGN CONSULTANTS, INC.
10820 SUNSET OFFICE DRIVE
ST. LOUIS, MO 63127
CONTACT: PAUL BOYER
T: 314-729-1400
E: PBOYER@CEDC.NET
550 550
MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
545 545 CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

STORM SEWER PROFILE E O

F M I SS
OU
AT

ST

RI
PAUL K.
BOYER
NUMBER

R
NEE
REG
E-28258

GI
STI
ER

EN
ED L
PROFESS I ONA

CITY OF ST. CHARLES POLICE DEPARTMENT

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

2309 CEDC
ISSUED DATE:

SHEET TITLE:

SINGLE STREET INLET PIPE BEDDING DETAILS GRATE SEAT FOR 2-GRATE SEWER PROFILE
DETAIL OF SEWER CLEANOUT
INLET WITH SIDE INTAKE AND DETAILS

C7.0 Copyright 2020 © JEMA

 planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

CIVIL ENGINEER
CIVIL ENGINEERING DESIGN CONSULTANTS, INC.
10820 SUNSET OFFICE DRIVE
ST. LOUIS, MO 63127
CONTACT: PAUL BOYER
T: 314-729-1400
E: PBOYER@CEDC.NET

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935

HEAVY DUTY CONCRETE PAVEMENT DETAIL BARRIER CURBING DETAIL DETAIL OF CONCRETE SIDEWALK MONOLITHIC SIDEWALK/CURB DETAIL E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

F M I SS
E O OU
AT

ST

RI
PAUL K.
BOYER
NUMBER

R
NEE
REG
E-28258

GI
STI
ER

EN
ED L
PROFESS I ONA

CITY OF ST. CHARLES POLICE DEPARTMENT

EXPANSION JOINT CONTRACTION JOINT

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
(ADD ALTERNATE~Include Fibers) NOTE TO PAVING CONTRACTOR
CONSTRUCTION JOINT ISOLATION JOINT HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT

PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

2309 CEDC
ISSUED DATE:

SHEET TITLE:

PAVEMENT
DETAILS

C8.0 Copyright 2020 © JEMA

 DIFFERENTIAL RUNOFF CALCULATIONS

planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

CIVIL ENGINEER
CIVIL ENGINEERING DESIGN CONSULTANTS, INC.
10820 SUNSET OFFICE DRIVE
0.14 ac. ST. LOUIS, MO 63127
CONTACT: PAUL BOYER
x 1.70 c.f.s./ac. T: 314-729-1400
E: PBOYER@CEDC.NET
0.24 c.f.s.
MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM
0.03 ac. Q=8.88 c.f.s. 0.42 ac.
0.17 ac. OWNER'S REPRESENTATIVE
x 1.70 c.f.s./ac. x 3.54 c.f.s./ac. NAVIGATE BUILDING SOLUTIONS
x 1.70 c.f.s./ac. 8419 MANCHESTER ROAD
0.05 c.f.s. 1.49 c.f.s. BRENTWOOD, MO 63144
0.29 c.f.s. CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

8 16 0.09 ac.

Q=5.98 c.f.s.
16
0.63 ac. x 4.20 c.f.s./ac.
x 3.54 c.f.s./ac. 16
0.38 c.f.s.
2.23 c.f.s. 20 F M I SS
E O OU
AT

ST

RI
0.07 ac. PAUL K.
BOYER
x 3.54 c.f.s./ac. NUMBER

R
NEE
REG
E-28258
0.25 c.f.s.

GI
STI
ER

EN
ED L
Q=0.82 c.f.s PROFESS I ONA
.

20
0.01 ac.
9 18 x 1.70 c.f.s./ac.
18
0.02 c.f.s.
0.13 ac.
Proposed Building
1-Story Addition
x 4.20 c.f.s./ac. 0.01 ac.

ZUMBEHL ROAD
0.55 c.f.s. x 1.70 c.f.s./ac.

CITY OF ST. CHARLES POLICE DEPARTMENT

0.37 ac. 0.02 c.f.s.
x 4.20 c.f.s./ac.
0.14 ac.
1.55 c.f.s.
x 1.70 c.f.s./ac.

ST. CHARLES, MO 63303

0.24 c.f.s. 0.29 ac.

1781 ZUMBEHL ROAD

~
0.27 ac. x 3.54 c.f.s./ac.
x 4.20 c.f.s./ac. 1.03 c.f.s.
1.13 c.f.s.

10
16
0.95 ac.16
x 3.54 c.f.s./ac.
3.36 c.f.s.

0.28 ac.
x 4.20 c.f.s./ac.
1.18 c.f.s.

PERMIT SET
10/21/2022
10 REVISIONS
NO. DATE DESCRIPTION
27

0.25 ac. 0.51 ac. 0.36 ac.

x 1.70 c.f.s./ac. x 3.54 c.f.s./ac. x 1.70 c.f.s./ac.
0.43 c.f.s. 1.81 c.f.s. 0.61 c.f.s.

28

0.31 ac.
x 1.70 c.f.s./ac.
0.53 c.f.s.
PLAN NORTH 90.00°
TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

2309 CEDC
ISSUED DATE:

SHEET TITLE:

GRAYSTONE DRIVE
PROPOSED
DRAINAGE AREA
PLAN

C9.0 Copyright 2020 © JEMA

 EROSION CONTROL LEGEND

planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
GENERAL NOTES CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

CIVIL ENGINEER
CIVIL ENGINEERING DESIGN CONSULTANTS, INC.
10820 SUNSET OFFICE DRIVE
ST. LOUIS, MO 63127
CONTACT: PAUL BOYER
T: 314-729-1400
E: PBOYER@CEDC.NET

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

Note: Use pavement in place as practical,

for staging and construction parking.
Install gravel construction entrance once AT
E O
F M I SS
OU

ST
pavement is removed.

RI
PAUL K.

SF BOYER
NUMBER

R
NEE
REG
E-28258

GI
STI
ER

EN
ED L
PROFESS I ONA

16
Construction entrance
and washdown area

CITY OF ST. CHARLES POLICE DEPARTMENT

SF SF

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
FD
Filter sock
2

20

18
Proposed Building
1-Story Addition Notes:
1. Contractor shall maintain state and county
land disturbance permits, BMP inspection PERMIT SET
notes and SWPPP's in the construction 10/21/2022
trailer available for viewing at all times. REVISIONS
2. All work shall be coordinated with the police NO. DATE DESCRIPTION

department.
3. Contractor shall coordinate construction
parking with the police department

SF PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

2309 CEDC
ISSUED DATE:

SHEET TITLE:

STORMWATER
POLLUTION
PREVENTION PLAN

C10.0 Copyright 2020 © JEMA

BMP GENERAL NOTES

planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

CIVIL ENGINEER
CIVIL ENGINEERING DESIGN CONSULTANTS, INC.
10820 SUNSET OFFICE DRIVE
ST. LOUIS, MO 63127
CONTACT: PAUL BOYER
T: 314-729-1400
E: PBOYER@CEDC.NET

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

F M I SS
E O OU
AT

ST

RI
PAUL K.
BOYER
NUMBER

R
NEE
REG
E-28258

GI
STI
ER

EN
ED L
PROFESS I ONA

CITY OF ST. CHARLES POLICE DEPARTMENT

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

2309 CEDC
ISSUED DATE:

SHEET TITLE:

STORMWATER
POLLUTION
PREVENTION PLAN
DETAILS

C10.1 Copyright 2020 © JEMA

 GENERAL NOTES: CONCRETE: CONCRETE NOTES (CONTINUED): REINFORCED MASONRY:

DESIGN CRITERIA: 1. CONCRETE SHALL CONFORM WITH THE REQUIREMENTS SET FORTH IN A.C.I. 301 AND SHALL HAVE A 28-DAY 5. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ACCORDANCE WITH THE LATEST 1. NOTES APPLY TO MASONRY SHOWN ON STRUCTURAL DRAWINGS AND SHALL BE THE MINIMUM REQUIREMENTS
COMPRESSIVE STRENGTH AND DENSITY, IN ACCORDANCE WITH THE FOLLOWING: EDITION OF THE A.C.I. DETAILING MANUAL. FOR MASONRY SHOWN ON THE ARCHITECTURAL DRAWINGS.
A. CODES AND STANDARDS: planning architecture interior design
6. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SHALL BE 2. CONCRETE MASONRY:

REQUIRED ADMIXTURES (C/E)

MINIMUM CEMENT MATERIAL
28 DAY STRENGTH f'c (K.S.I.)
2015 INTERNATIONAL BUILDING CODE (I.B.C.) AND 2015 INTERNATIONAL EXISTING BUILDING CODE (I.E.B.C.) SECURELY WIRED TOGETHER, IN ACCORDANCE WITH C.R.S.I. "REINFORCING BAR DETAILING", LATEST

MAXIMUM AGGREGATE (IN.)

SLUMP LIMITS (IN.) (+0", -2")

(#/CY INCLUDING FLY ASH)

TOTAL AIR LIMITS (%0) (B)

EDITION. A. COMPRESSIVE STRENGTH OF MASONRY, PRISM STRENGTH F'm = 2000 P.S.I.

(INCLUDING FLY ASH)

CONCRETE DENSITY
ARCHITECT
1. IN REFERENCE TO THE REQUIREMENTS OF SECTIONS 403.3 AND 404.3 OF THE 2015 INTERNATIONAL EXISTING JEMA

MAXIMUM W/C
BUILDING CODE. EXISTING STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS WERE CHECKED FOR THE NEW 7. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE: B. CONCRETE MASONRY UNITS: 2823 OLIVE ST.
APPLIED LOADS. WHERE FORCES EXCEEDED A 5% THRESHOLD, THE EXISTING MEMBER EITHER HAD RESERVE ST. LOUIS, MO 63103
CAPACITY TO SUPPORT THE ADDITIONAL FORCES OR THE EXISTING MEMBER WAS REINFORCED TO CONFORM TO INTENDED USE A. UNFORMED SURFACE IN CONTACT WITH THE GROUND: 3 IN. A.S.T.M. C90 CONTACT: MATT SUTHERLAND
THE REQUIREMENTS FOR NEW STRUCTURES. NORMAL WEIGHT (135 P.C.F.), 2 CELL UNITS T: 314-531-7400
2. IN REFERENCE TO THE REQUIREMENTS OF SECTIONS 403.4 AND 404.4 OF THE 2015 INTERNATIONAL EXISTING B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER: 1 1/2 IN. FOR #5 BAR OR SMALLER, 2 IN. FOR #6 E: MSUTHERLAND@JEMASTL.COM
BUILDING CODE. ANY PROPOSED CHANGES TO THE EXISTING BUILDING DO NOT INCREASE THE SEISMIC FORCES BAR OR LARGE. C. GROUT:
IN ANY STRUCTURAL ELEMENT OR REDUCE THE SEISMIC RESISTANCE OF ANY ELEMENTS BY MORE THAN 10%. STRUCTURAL ENGINEER
THEREFORE, NO MODIFICATIONS ARE REQUIRED TO BE MADE TO THE STRUCTURAL ELEMENTS RESISTING C. FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER: WALLS, SLABS: 3/4 IN., BEAMS, GIRDERS A.S.T.M. C476 ALPER AUDI INC.
SEISMIC FORCES. AND COLUMNS (TO TIES OR STIRRUPS): 1 1/2 IN. STRENGTH AT 28 DAYS = 100% OF F'm, 2000 P.S.I. MINIMUM 1804 BORMAN CIRCLE DRIVE
3. NEW STRUCTURAL ELEMENTS WILL BE DESIGNED FOR LOADS PRESCRIBED BY CHAPTER 4 OF THE 2015 ST. LOUIS, MO 63146
CONTACT: STEVE EHRETT
INTERNATIONAL EXISTING BUILDING CODE, AS STATED BELOW. 8. ALL CONSTRUCTION JOINTS SHOWN ON DRAWINGS SHALL BE INCORPORATED INTO THE STRUCTURE, D. MORTAR:
FOOTINGS 4 145 0.48 564 1 4 - - T: 314-432-8600
UNLESS THEIR ELIMINATION IS APPROVED BY THE ENGINEER. ADDITIONAL CONSTRUCTION JOINTS, E: STEVE.EHRETT@ALPERAUDI.COM
BUILDING OCCUPANCY CATEGORY: I V REQUIRED TO FACILITATE CONSTRUCTION, SHALL BE LOCATED AT POINTS OF MINIMUM SHEAR AND SHALL BE A.S.T.M. C270
GRADE BEAMS, TIE BEAMS, AND BASEMENT WALLS 4 145 0.48 564 3/4 4 - - DETAILED ON SHOP DRAWINGS WITH LOCATIONS SUBJECT TO APPROVAL BY ENGINEER. REINFORCEMENT TYPE - M, AT EXTERIOR WALLS BELOW GRADE, HYDRATED LIME REQUIRED MECHANICAL/ELECTRICAL
B. DESIGN LOADS: SHALL PASS CONTINUOUSLY THROUGH THE JOINT. TYPE - M OR S, AT EXTERIOR WALLS ABOVE GRADE, HYDRATED LIME REQUIRED G&W ENGINEERING
CONCRETE NOT OTHERWISE SPECIFIED, CONCRETE TYPE - S, AT INTERIOR WALLS, HYDRATED LIME REQUIRED 138 WELDON PARKWAY
AE,
ROOF: EXPOSED TO DEICERS, FLAG POLE, AND LIGHT POLE 5 145 0.40 564 3/4 4 6 9. ALL ABUTTING CONCRETE MEMBERS SHALL BE DOWELED TOGETHER, UNLESS POURED MONOLITHICALLY. MARYLAND HEIGHTS, MO 63043
WR CONTACT: BRETT ROSSOMANNO
SUPERIMPOSED DEAD LOADS: FOUNDATIONS DOWELS SHALL BE EQUAL IN SIZE AND SPACING TO THE REINFORCING IN THE ADJACENT MEMBER. 3. REINFORCED MASONRY REQUIRES CONTINUOUS SPECIAL INSPECTION - SEE SPECIFICATIONS AND SPECIAL
INSPECTION TABLES. T: 314-469-3737
ROOFING: 3 P.S.F. 10. UNLESS OTHERWISE SHOWN IN THE ARCHITECTURAL DRAWINGS, PROVIDE 3/4" CHAMFERS AT ALL EDGES E: BROSSOMANNO@GANDWENGINEERING.COM
INTERIOR SLABS ON GRADE 4 145 0.50 564 1 4 N -
INSULATION: 4 P.S.F. THAT ARE EXPOSED TO VIEW IN THE FINISHED STRUCTURE. 4. REINFORCING: BARS SHALL CONFORM TO A.S.T.M. A615, GRADE 60, UNLESS NOTED ON DRAWINGS. WIRES OWNER'S REPRESENTATIVE
METAL DECK: 3 P.S.F. SHALL CONFORM TO A.S.T.M. A951 NAVIGATE BUILDING SOLUTIONS
CEILINGS: 2 P.S.F. CONCRETE TABLE NOTES: 11. SEE ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW OPENINGS, DRIP SLOTS, REGLETS, MASONRY 8419 MANCHESTER ROAD
M.E.P.: 4 P.S.F. ANCHORS, PRECAST BEARING LEDGES, BRICK LEDGE ELEVATIONS AND FOR MISCELLANEOUS EMBEDDED 5. DOWELS FROM C.I.P. CONCRETE SHALL MATCH THE VERTICAL REINFORCEMENT IN THE WALL ABOVE UNLESS BRENTWOOD, MO 63144
SPRINKLER LIVE LOADS: 4 P.S.F. A. ALTERNATE CONCRETE MIXES CAN BE SUBMITTED FOR APPROVAL. MIXES SHOULD MEET THE 28 DAYS PLATES, BOLTS, ANCHORS, ANGLES, ETC. NOTED OTHERWISE. SUCH DOWELS SHALL BE FURNISHED BY THE CONCRETE CONTRACTOR. CONTACT: DAVID LOWELL
STRENGTH SPECIFIED AT A MINIMUM AND ALL OTHER APPLICABLE NOTES BELOW. SUBMITTALS MUST MEET T: 314-517-0935
LIVE LOADS: ALL THE REQUIREMENTS OF THE LATEST A.C.I. 301. 12. REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE FINISHES. WHERE FINISH IS NOT SPECIFIED, 6. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE, IT SHALL NOT BE SLOPED E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
CONFORM TO REQUIREMENTS OF A.C.I. 301. MORE THAN ONE HORIZONTAL IN 6 VERTICAL. DOWELS MAY BE GROUTED INTO A CELL IN VERTICAL ALIGNMENT,
MINIMUM LIVE LOAD: 25.5 P.S.F. B. FOR MAXIMUM COARSE AGGREGATE SIZE INDICATED, USE THE FOLLOWING AGGREGATE SIZE NUMBERS PER EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
A.S.T.M. C33: 13. MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS SHALL BE REFERRED TO FOR DRAINS, SLEEVES,
SNOW LOADS: OUTLET BOXES, CONDUIT, ANCHORS, ETC. THE VARIOUS TRADES ARE RESPONSIBLE FOR PLACING THEIR 7. SPLICED REINFORCING SHALL BE LAPPED PER THE FOLLOWING TABLE:
a. 3/8" - #8 AGGREGATE ITEMS.
SNOW LOAD IMPORTANCE FACTOR: I = 1.2 b. 3/4" - #67 AGGREGATE MINIMUM LAP SPLICE LENGTH
GROUND SNOW LOAD: Pg = 20 P.S.F. c. 1" - #57 AGGREGATE 14. REFER TO MECHANICAL DRAWINGS FOR HOUSEKEEPING PADS AND INERTIA BASES AT MECHANICAL
d. 1 1/2" - #467 AGGREGATE 6" CMU 8" CMU 10" CMU 12" CMU ALL BLOCK SIZES
FLAT ROOF SNOW LOAD: Pf = 16.8 P.S.F. EQUIPMENT. BAR SIZE ENGINEER OF RECORD:
SNOW EXPOSURE FACTOR: Ce = 1.0 CENTERED CENTERED CENTERED CENTERED (2) LAYERS
THERMAL FACTOR: Ct = 1.0 C. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR +/- 1 1/2%. "N" IN COLUMN 15. PROVIDE CONCRETE EQUIPMENT PADS, INERTIA BASES AND CURBS AS NOTED ELSEWHERE IN CONTRACT
INDICATES ADDITION OF ENTRAINED AIR IS NOT PERMITTED. 3 12 12 12 12 15
DOCUMENTS. UNLESS NOTED, DOWEL PADS WITH HOOKED #4 x 0'-6" PROJECTING 3" FROM CONCRETE
WIND DESIGN DATA: BELOW AT 18"O.C. EACH WAY. REINFORCE PADS WITH #4@18 EACH WAY, TOP AND BOTTOM, UNLESS 4 20 15 12 12 26
D. ABBREVIATIONS FOR REQUIRED ADMIXTURES AS FOLLOWS: AE - AIR-ENTRAINING ADMIXTURE, WR - WATER OTHERWISE REQUIRED BY EQUIPMENT ANCHORAGE DESIGN.
REDUCING ADMIXTURE. 5 32 23 18 15 40
BASIC WIND SPEED: 120 M.P.H.
WIND EXPOSURE: C 16. REFER TO MECHANICAL DRAWINGS FOR UNDERFLOOR AND PERIMETER FOUNDATION DRAINS. 6 54 43 34 28 54
INTERNAL PRESSURE COEFFICIENT: +/- 0.18 E. MAXIMUM SHRINKAGE FOR SLAB ON GRADE SHALL BE LIMITED TO 3/4" PER 100 FOOT.
7 NP 60 46 38 63
COMPONENTS AND CLADDING: FOR 0.10 SQUARE FOOT AREA 17. BASE PLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC., BELOW GRADE SHALL BE COVERED WITH A MINIMUM
F. A MAXIMUM OF 25% OF THE CEMENTITIOUS MATERIAL MAY BE REPLACED WITH FLY ASH UNLESS NOTED OF 3" CONCRETE. 8 NP 72 71 57 72
ROOF ZONE 1: +16.0 / -31.4 P.S.F. OTHERWISE IN TABLE. FLY ASH REPLACEMENT ABOVE 25% MUST BE APPROVED IN WRITING BY THE
STRUCTURAL ENGINEER. TABLE NOTES:
ROOF ZONE 2: +16.0 / -52.7 P.S.F. 18. PROVIDE CONTINUOUS WATERSTOP AT HORIZONTAL AND VERTICAL JOINTS BELOW GRADE. STEVEN J. EHRETT E-29025
ROOF ZONE 3: +16.0 / -79.3 P.S.F. A. f'm = 1500 P.S.I. (MINIMUM).
G. MASS CONCRETE SHALL MEET THE GUIDELINES OF ACI COMMITTEE 207, “MASS CONCRETE” TO CONTROL 19. SHORING OF COMPOSITE BEAMS AND GIRDERS IS THE RESPONSIBILITY OF THE CONCRETE CONTRACTOR.
WALL ZONE 4: +28.7 / -31.1 P.S.F. THERMAL UNDESIRABLE THERMAL STRESSES, CRACKING, DELETERIOUS CHEMICAL REACTIONS OR SEE COMPOSITE BEAM AND DECK NOTES FOR SHORING REQUIREMENTS.
REDUCTION IN LONGTERM STRENGTH AS A RESULT OF ELEVATED CONCRETE TEMPERATURE DUE TO HEAT B. LAP LENGTHS BASED ON IBC 2012.
WALL ZONE 5: +28.7 / -38.3 P.S.F.
FROM HYDRATION OF MASS CONCRETE SECTIONS, USE MODERATE OR LOW HEAT OF HYDRATION CEMENT, 20. FILL SLABS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE REINFORCED WITH 6x6- W1.4xW1.4 W.W.F.,
BLENDED HYDRAULIC CEMENT WITH MODERATE OR LOW HEAT OF HYDRATION PROPERTIES OR PORTLAND C. FOR TWO LAYERS OF REINFORCING (BARS EACH FACE), A MINIMUM MASONRY COVER OF 2" SHALL BE PROVIDED.
SEISMIC DESIGN DATA: UNLESS NOTED OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR PLAN DIMENSIONS, THICKNESS, SLOPES
CEMENT WITH FLY ASH, POSSOLAN OR GROUND-GRANULATED BLAST FURNACE SLAG. TYPE III CEMENT IS TO DRAIN, ETC.
PROHIBITED FOR USE IN MASS CONCRETE MIXTURES. APPROVED RETARDINGS, RETARDING HIGH-RANGE D. MULTIPLY ALL SCHEDULED LAP LENGTHS BY 1.5 FOR EPOXY COATED BARS.
SEISMIC IMPORTANCE FACTOR: I = 1.5
SITE-SPECIFIC SPECTRAL RESPONSE ACCELERATIONS: Ss = 35.0% / S1 = 15.0% WATER REDUCING OR RETARDING PLASTICIZING ADMIXTURES MAY BE USED. MASS CONCRETE SHALL BE 21. WHERE REINFORCING IS NOT INDICATED OR DEFINED, INCLUDE FOR BID PURPOSES ONLY:
CONSIDERED FOR ANY CONCRETE PLACEMENT WHERE ALL THREE VOLUMETRIC DIMENSIONS EXCEED 4 E. STANDARD 90 DEGREE HOOK DEVELOPMENT LENGTH = 13 X BAR DIAMETER.
SITE CLASS: C
SPECTRAL RESPONSE COEFFICIENTS: Sds = 35.0% / Sd1 = 14% FEET. A. WALLS: #5 EACH WAY EACH FACE. SPACING IN INCHES = 140 / (WALL THICKNESS IN INCHES) BUT NOT
SEISMIC DESIGN CATEGORY: D OVER 18"O.C. 8. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192
BASIC STRUCTURAL SYSTEM: BEARING WALL SYSTEM H. MIX DESIGN SHOWN ABOVE ARE FOR NEGLIGIBLE SULFATE EXPOSURE (S0). THE SOILS ENGINEER SHALL DIAMETERS OF THE REINFORCING.
BASIC SEISMIC FORCE-RESISTING SYSTEM(S): PROVIDE SULFATE EXPOSURE OF THE SITE. B. BEAMS: 1-#9 CONTINUOUS TOP AND BOTTOM FOR EACH 100 SQUARE INCHES OF BEAM CROSS
SPECIAL REINFORCED MASONRY SHEAR WALLS SECTIONAL AREA AND #4 STIRRUPS SPACED AT 1/4 OF BEAM DEPTH FULL LENGTH OF BEAM. 9. VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM CLEARANCE OF 3/4" FROM THE MASONRY OR ADJACENT

CITY OF ST. CHARLES POLICE DEPARTMENT

RESPONSE MODIFICATION FACTOR: R = 5 I. REQUIREMENTS FOR CONCRETE BY SULFATE EXPOSURE ACI 318, TABLE 19.3.2.1: BARS AND NOT LESS THAN ONE BAR DIAMETER BETWEEN BARS NOT SPLICED.
SEISMIC RESPONSE COEFFICIENT: Cs = 0.105 C. COLUMNS: 1-#9 VERTICAL PER 50 SQUARE INCHES OF CROSS SECTIONAL AREA AND #3 TIES @ 9"O.C.
ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE 10. VERTICAL GROUTING MAY BE EITHER "LOW LIFT" OR "HIGH LIFT" AT THE CONTRACTOR'S OPTION.
MAXIMUM WATER /
SULFATE EXPOSURE CEMENT TYPE f'c MINIMUM D. SLABS: #5 EACH WAY TOP AND BOTTOM. SPACING IN INCHES = 100/(SLAB THICKNESS IN INCHES) BUT
CEMENT 11. VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS
NOT OVER 18"O.C.
FOUNDATIONS: S0 (NEGLIGIBLE) N/A II 2,500 P.S.I. UNOBSTRUCTED CELL AREA NOT LESS THAN 2" x 3".
22. ON SHOP DRAWINGS, INDICATE ABOVE REINFORCING AS "PER GENERAL NOTES". SUCH REINFORCING MAY

ST. CHARLES, MO 63303

DESIGN: S1 (MODERATE) 0.50 II 4,000 P.S.I. 12. GROUTING SHALL BE STOPPED 1/2" BELOW THE TOP OF A COURSE SO AS TO FORM A KEY AT THE POUR JOINT.
BE REVISED OR RELOCATED BY STRUCTURAL ENGINEER DURING SHOP DRAWING REVIEW.

1781 ZUMBEHL ROAD

S2 (SEVERE) 0.45 V 4,500 P.S.I.
1. THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN THE "SOILS 23. MASONRY DOWELS: PROVIDE, PLACE, AND SPACE TO MATCH MASONRY REINFORCING. 13. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION.
S3 (VERY SEVERE) 0.45 V PLUS POZZOLONE OR SLAG 4,500 P.S.I.
AND FOUNDATION INVESTIGATION" BY SCI ENGINEERING, INC. DATED JULY 2022.
2. REINFORCING SHALL CONFORM TO A.S.T.M. A615, GR. 60, INCLUDING TIES AND STIRRUPS. BARS REQUIRING 24. PROVIDE STANDARD HOOKS ON BARS TERMINATING AT A CONCRETE FACE UNLESS NOTED (E.G.: EDGES OF 14. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE WALLS, SHALL BE GROUTED SOLID INTO POSITION.
2. BACKFILLING: WELDING OR FIELD BENDING SHALL BE A.S.T.M. A706, GRADE 60. OPENINGS, SLAB EDGES, EXPANSION JOINTS, ENDS OF BEAMS, AND AT: TOP, BOTTOM AND ENDS OF WALLS,
ETC.). 15. HORIZONTAL JOINT REINFORCING SHALL STOP AT CONTROL JOINTS. BOND BEAM REINFORCING SHALL BE
A. DO NOT BACKFILL BASEMENT WALLS AND GRADE BEAMS UNTIL BRACING FLOORS ARE IN PLACE OR 3. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A1064. CONTINUOUS.
ADEQUATE TEMPORARY BRACING IS INSTALLED. 25. PROVIDE (2) #5 (MINIMUM) @ EACH SIDE OF OPENING. EXTEND 2'-0" BEYOND OPENINGS.
4. LAP SPLICES SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS NOTED OTHERWISE. WHERE 16. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DETAILS OF DOOR AND WINDOW OPENINGS FOR
B. WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE, PLACE FILL CLASSES ARE NOT CALLED OUT ON DRAWINGS, USE CLASS "B" SPLICES: SPECIAL COURSING AND OTHER MASONRY DETAILS. THE INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS
SIMULTANEOUSLY SO AS TO MAINTAIN A COMMON ELEVATION ON EACH SIDE OF THE WALL. IS INTENDED TO DEFINE THE STRUCTURAL REQUIREMENT ONLY.
SPLICES: f'c = 4,000 P.S.I., fy = 60,000 P.S.I.
C. BACKFILL UNDER FOUNDATIONS WITH CONCRETE OR AS APPROVED BY GEOTECHNICAL ENGINEER. 17. MINIMUM WALL REINFORCING UNLESS NOTED OTHERWISE PER TABLE:
STANDARD TENSION LAP SPLICE, GRADE 60
CLASS A and B LAP SPLICE LENGTH (INCHES) MINIMUM MASONRY WALL REINFORCING
SPREAD FOOTINGS: HORIZONTAL JOINT
f'c = 3,000 P.S.I. f'c = 4,000 P.S.I. f'c = 5,000 P.S.I.
NOMINAL WALL THICKNESS VERTICAL REINFORCING BOND BEAM REINFORCING
REINFORCING
1. FOOTINGS SHALL BEAR ON NATIVE LEAN CLAY OR NEWLY PLACED, LOW PLASTIC STRUCTURAL FILL CAPABLE CLASS A B A B A B
OF SUSTAINING A NET BEARING PRESSURE OF 2.4 K.S.F. AND 2.0 K.S.F. FOR COLUMNS AND CONTINUOUS BAR SIZE 6" #4@48"O.C. MID. 9 GA. E.F. @ 16"O.C. (2) #5
CASE 1 2 1 2 1 2 1 2 1 2 1 2
FOOTINGS, RESPECTIVELY, UNDER FULL SERVICE LIVE AND DEAD LOADS.
#3 16 25 21 32 14 21 18 28 13 19 17 25 8" #5@24"O.C. MID. 9 GA. E.F. @ 16"O.C. (2) #5
2. TOP OF FOOTING (T/F) ELEVATIONS ARE SHOWN ON THE PLANS. #4 22 33 28 43 19 28 25 37 17 25 22 33
3. FOOTINGS SHALL BE POURED INTO AN EARTH-FORMED TRENCH U.N.O.. CONTRACTOR TO PROVIDE #5 27 41 36 53 24 36 31 46 21 32 28 41 TABLE NOTES:
ADDITIONAL CONCRETE REQUIRED DUE TO SOIL CHARACTERISTICS OR SLOPE OF EXCAVATIONS. #6 33 49 43 64 28 43 37 55 25 38 33 50 A. PROVIDE BOND BEAMS AT: BASE OF WALL, SILL LINES, BOTTOM EDGE OF OPENINGS (EXTEND MINIMUM OF 2'-0"
4. ALL BEARING MATERIAL SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONCRETE #7 48 72 62 93 42 62 54 81 37 56 48 72 PAST OPENING), TOP OF WALLS, FLOOR LINES, ROOF LINES, TOP OF PARAPETS, AND AT 4'-0"O.C. MAXIMUM
PLACEMENT. THE GEOTECHNICAL ENGINEER SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BETWEEN. BOND BEAM SHALL BE CONTINUOUS UNLESS NOTED OTHERWISE.
#8 55 82 71 107 47 71 62 92 42 64 55 83
BEARING MATERIAL. FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED.
#9 62 93 80 120 54 80 70 104 48 72 62 93 B. HORIZONTAL JOINT REINFORCING: WIRE LADDER TYPE @ 16"O.C., UNLESS NOTED OTHERWISE. PROVIDE
5. BOTTOM OF EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 30" BELOW FINAL GRADE FOR FROST #10 70 104 90 136 60 90 78 117 54 81 70 105 HORIZONTAL JOINT REINFORCING @ 8"O.C. AT STACK BOND LOCATIONS.
PROTECTION.
#11 77 116 100 151 67 100 87 130 60 90 78 117 C. SEE TYPICAL DETAILS FOR LINTEL SCHEDULE OVER OPENINGS.
6. SLIDING RESISTANCE (ALLOWABLE LOADS): "TOP BARS" ARE DEFINED AS ANY BAR WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BAR, SEE NOTE D IN
TABLE NOTES.
A. COEFFICIENT OF SLIDING FRICTION = 0.3
B. PASSIVE PRESSURE = 250 P.S.F./FT COMPRESSION LAP SPLICE
TENSION AND COMPRESSION LAP SPLICE TABLE NOTES: 18. PROVIDE VERTICAL WALL REINFORCING, SAME SIZE AS ADJACENT BAR, AT: CORNERS, ENDS, JAMBS, EACH PERMIT SET
SCHEDULE SIDE OF OPENING, EACH SIDE OF EXPANSION JOINTS, AND IN EACH CELL BELOW STEEL BEAMS AND THEIR
A. TABLES ARE BASED A.C.I. 318. WHERE CLEAR SPACING OF BARS BEING BEARING PLATES.
DEVELOPED OR SPLICED IS AT LEAST 2 BAR DIAMETERS AND THE CLEAR
10/21/2022
LAP LENGTH (INCHES)
COVER AT LEAST 1 BAR DIAMETER, USE CASE 1. USE CASE 2 FOR OTHER 19. CONTINUE VERTICAL REINFORCING FLOOR TO FLOOR (OR ROOF) AND EXTEND TO TOP OF PARAPET.
f'c = 3,000 P.S.I. OR GREATER BAR ARRANGEMENTS. REVISIONS
BAR SIZE 30 BAR DIA. 20. CONTINUE REINFORCING THROUGH CONSTRUCTION JOINTS, AND AROUND CORNERS UNLESS NOTED NO. DATE DESCRIPTION
B. FOR DEVELOPMENT LENGTH OF STRAIGHT BAR, USE COLUMN A OF OTHERWISE.
#3 12 TABLE.
#4 15 21. PROVIDE STANDARD HOOKS ON BARS TERMINATING INTO MASONRY FACE: IN WALLS AT OPENINGS, HEADS,
C. ALL SPLICES TO BE CLASS "B" TENSION SPLICE UNLESS OTHERWISE JAMBS, EXPANSION JOINTS, ENDS; IN BEAMS AT TOP, BOTTOM, AND ENDS
#5 19 NOTED.
#6 22 22. SPLICE CONTINUOUS TOP BARS AT MID SPAN AND BOTTOM BARS OVER SUPPORT. SPLICE VERTICAL
D. SPLICE PLAIN WELDED WIRE FABRIC BY LAPPING ONE FULL MESH SPACE REINFORCING AT FLOOR OR ROOF LINES.
#7 26
PLUS 2 INCHES.
#8 29 23. COORDINATE BLOCK-OUTS, REVEALS, HOLES, OPENINGS, AND BUILT IN ITEMS WITH ALL CONTRACT
#9 33 E. FOR TOP BARS, MULTIPLY LENGTHS IN TABLE BY 1.3. DOCUMENTS AND TRADES.
#10 37 F. FOR EPOXY COATED REINFORCEMENT, MULTIPLY LENGTHS IN TABLE BY 24. GROUT CELLS SOLID AT: REINFORCING, BOND BEAMS, INSERTS, ANCHORS, AND ELEVATOR GUIDE RAILS.
#11 41 1.5 FOR COVER LESS THAN 3db OR CLEAR SPACING LESS THAN 6db,
MULTIPLY LENGTHS BY 1.2 FOR ALL OTHER EPOXY COATED 25. PROVIDE SHOP DRAWINGS WITH WALL ELEVATIONS SHOWING REINFORCING, OPENINGS, AND POCKETS.
REINFORCEMENT.
26. ALL BEAMS BEARING ON MASONRY SHALL BEAR ON 1/2"X6 1/2"X1'-4" BEARING PLATE WITH (2) 1/2" DIAMETER X
G. FOR LIGHT WEIGHT CONCRETE, MULTIPLY LENGTHS IN TABLE BY 1.3. 5" LONG HEADED STUDS UNLESS NOTED OTHERWISE. VIBRATE GROUT AFTER PLACEMENT OF PLATE. WELD
BEAM TO BEARING PLATE WITH 1/4"X2" LONG FILLET WELD EACH SIDE.
H. COMPRESSION DOWEL EMBEDMENT: 22 BAR DIAMETERS.

PLAN NORTH 90.00°

TRUE NORTH 54.00°

PROJECT NO. ISSUED BY:

22055 ALPER AUDI INC.

ISSUED DATE:
10/21/2022 7:32:45 AM

REGARDLESS OF ISSUANCE DESCRIPTION, SHEET TITLE:

STRUCTURAL DRAWINGS ARE NOT
CONSIDERED COMPLETE UNTIL ISSUED FOR GENERAL NOTES
CONSTRUCTION. STRUCTURAL DRAWINGS
SETS ISSUED PRIOR TO THE CONSTRUCTION
SET ARE A REPRESENTATION OF THE
STRUCTURAL DESIGN AT THE TIME OF
10/21/2022 7:32:45 AM

DRAWING ISSUE AND ARE SUBJECT TO

CHANGE. STRUCTURAL DRAWINGS ISSUED

S101
PRIOR TO CONSTRUCTION AND USED FOR
PRICING OR MATERIAL PURCHASE IS DONE
AT THE USER'S RISK.

Copyright 2020 © JEMA

 STRUCTURAL STEEL: METAL ROOF DECK: STRUCTURAL COLD-FORMED STEEL FRAMING: POST-INSTALLED ANCHORS

1. STEEL SHALL CONFORM TO THE FOLLOWING GRADES: 1. METAL ROOF DECK SHALL COMPLY WITH THE REQUIREMENTS OF THE STEEL DECK INSTITUTE PROJECT 1. ALL COLD-FORMED STEEL FRAMING SHALL COMPLY WITH THE LATEST EDITION OF THE A.I.S.I. "SPECIFICATION 1. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. THE CONTRACTOR
SPECIFICATIONS SEE PLANS FOR DECK TYPES AND GAUGES. FOR THE DESIGN OF COLD-FORMED METAL FRAMING" EXCEPT WHERE MORE STRINGENT REQUIREMENTS SHALL OBTAIN APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO USING POST-INSTALLED ANCHORS FOR
ALL WIDE FLANGE (U.N.O.): A992 GRADE 50 (Fy=50) ARE SHOWN OR SPECIFIED. MISSING OR MISPLACED CAST-IN ANCHORS AND REBAR. ALL ANCHORS AND ANCHORING SYSTEMS SHALL HAVE A planning architecture interior design
ALL CHANNEL, ANGLE, BASE PLATES, CONNECTION. PLATES (U.N.O.): A36 (Fy=36) 2. METAL ROOF DECK HAS BEEN DESIGNED TO FUNCTION AS A DIAPHRAGM FOR THE TRANSMISSION OF VALID ICC-ES REPORT IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE.
STRUCTURAL PIPE: A53 (Fy=35) LATERAL LOADS. 2. THE COLD-FORMED STEEL FRAMING SHOWN ARE MINIMUM BASE BID SIZES AND ARE BASED ON PROPERTIES
STRUCTURAL HSS RECTANGULAR TUBE: A500 GRADE B (Fy=46) AND MATERIALS AS FOLLOWS: 2. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR
ARCHITECT
STRUCTURAL HSS ROUND TUBE: A500 GRADE B (Fy=42) 3. LAP DECK 4" MINIMUM AT SPLICES CENTERED ON SUPPORT. LOCATIONS. UNLESS NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW JEMA
A. 18 GAUGE AND LIGHTER.: Fy = 33 K.S.I.; A.S.T.M. A1003 THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING 2823 OLIVE ST.
2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST 4. DO NOT SUSPEND POINT LOADS FROM DECK INCLUDING HANGERS FOR: CEILINGS, PIPES, DUCTS, B. 16 GAUGE AND HEAVIER: Fy = 50 K.S.I.; A.S.T.M. A1003 BARS AT THE LOCATIONS OF THE CONCRETE ANCHORS BY GPR, X-RAY, CHIPPING, OR OTHER APPROVED MEANS. ST. LOUIS, MO 63103
EDITION OF THE A.I.S.C. CODE OF STANDARD PRACTICE, EXCEPT AS MODIFIED IN THESE NOTES AND THE PROJECT EQUIPMENT, ETC... CONTRACTOR INSTALLING SUCH POINT LOADS SHALL PROVIDE SUB-FRAMING TO C. CONNECTION DESIGN OF ALL MEMBERS AND THE FINAL DESIGN OF MEMBER SIZES AND GAUGES IS THE CONTACT: MATT SUTHERLAND
SPECIFICATIONS. TRANSFER LOAD TO STRUCTURE SUPPORTING DECK. RESPONSIBILITY OF THE COLD-FORMED STEEL FRAMING CONTRACTOR AND SHALL BE BASED ON THE 3. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE ONSITE T: 314-531-7400
LOADS INDICATED ON THE PLANS AND LOADING INFORMATION IN THE GENERAL NOTES DESIGN INSTALLATION TRAINING FOR ALL ANCHOR PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD E: MSUTHERLAND@JEMASTL.COM
3. CONNECTIONS MAY BE BOLTED OR WELDED. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF 5. FABRICATE DECK UNITS IN LENGTHS TO SPAN THREE OR MORE SUPPORT SPACINGS. CRITERIA. HEADERS, JAMBS, SILLS, WIND LOAD VARIATIONS (AT CORNERS), ETC. SHALL BE ADDRESSED MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL PERSONNEL WHO INSTALL ANCHORS ARE TRAINED
CONNECTIONS NOT DESIGNED ON THE DRAWINGS. GENERALLY, CONNECTIONS SHOWN ON THE STRUCTURAL IN CALCULATIONS. PRIOR TO THE COMMENCEMENT OF ANCHOR INSTALLATION. STRUCTURAL ENGINEER
DRAWINGS ARE SCHEMATIC AND ARE ONLY INTENDED TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED. 6. MINIMUM YIELD STRENGTH = 33 K.S.I. D. MINIMUM STUD THICKNESS SHALL BE 20 GAUGE. ALPER AUDI INC.
ANY CONNECTION THAT IS NOT SHOWN OR IS NOT COMPLETELY DETAILED ON THE STRUCTURAL DRAWINGS 4. INSTALL ANCHORS PER THE MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS, AS INCLUDED IN THE 1804 BORMAN CIRCLE DRIVE
SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF THE PROJECT, RETAINED BY 7. METAL DECK SHALL BE ROLLED OF STEEL SHEETS CONFORMING TO A.S.T.M. A1008 GRADE A. 3. STRUCTURAL STEEL STUDS SHALL BE GALVANIZED MEETING A.S.T.M. A653, G-60, OR EQUIVALENT. ANCHOR PACKAGING. USE OF A DIAMOND CORE BIT WITH ROUGHENING TOOL FOR ANCHOR HOLES REQUIRES ST. LOUIS, MO 63146
CONTACT: STEVE EHRETT
THE FABRICATOR. COMPLETELY DETAILED MEANS THE FOLLOWING INFORMATION IS SHOWN ON THE DETAIL: APPROVAL FROM ENGINEER OF RECORD PRIOR TO DRILLING. UNLESS OTHERWISE SHOWN IN THE DRAWINGS, T: 314-432-8600
8. DECKING MANUFACTURER SHALL COORDINATE SIZE AND LOCATION OF ROOF OPENINGS WITH 4. ALL STUDS SHALL HAVE A MINIMUM FLANGE WIDTH OF 1 5/8", A MINIMUM THICKNESS OF 20 GAUGE, AND A ALL HOLES SHALL BE DRILLED PERPENDICULAR TO THE CONCRETE SURFACE. E: STEVE.EHRETT@ALPERAUDI.COM
A. ALL PLATE DIMENSIONS AND GRADES. ARCHITECTURAL AND MECHANICAL DRAWINGS. PROVIDE FRAMING FOR OPENINGS PER TYPICAL DETAILS. MAXIMUM SPACING OF 16"O.C. UNLESS NOTED OTHERWISE.
5. OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING A PISTON PLUG TYPE DELIVERY SYSTEM. OTHER MECHANICAL/ELECTRICAL
B. ALL WELD SIZES, LENGTHS, PITCHES, AND RETURNS. 5. ALL STUDS AND ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS PRINTED SPECIAL CONDITIONS SUCH AS WATER SATURATED CONCRETE, WATER-FILLED HOLES, UNDERWATER AND G&W ENGINEERING
STEEL JOISTS: OR WRITTEN INSTRUCTIONS AND APPROVED SHOP DRAWINGS, UNLESS INDICATED OTHERWISE. OVERHEAD INSTALLATIONS MUST BE APPROVED BY THE ENGINEER OF RECORD AND COMPLY WITH THE 138 WELDON PARKWAY
C. ALL HOLE SIZES AND SPACINGS. APPLICABLE ICC-ES REPORT. MARYLAND HEIGHTS, MO 63043
1. STEEL JOISTS SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH "S.J.I." 6. FLANGES SHALL BE ADEQUATELY BRACED TO PROVIDE MEMBER'S FULL CAPACITY. CONTACT: BRETT ROSSOMANNO
D. NUMBER AND TYPES OF BOLTS: WHERE BOLTS ARE SHOWN BUT NO NUMBER IS GIVEN, THE CONNECTION HAS SPECIFICATIONS (LATEST EDITION). 6. ALL SCREW ANCHORS SHALL BE INSTALLED IN DRY, INTERIOR NON-CORROSIVE ENVIRONMENTS OR FOR T: 314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM
NOT BEEN COMPLETELY DETAILED. 7. RUNNER TRACKS: INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS. ALIGN TRACKS ACCURATELY TO TEMPORARY OUTDOOR APPLICATIONS
2. BRIDGING SHALL BE SPACED IN ACCORDANCE WITH S.J.I. SPECIFICATIONS AND THE ERECTION DRAWINGS OF LAYOUT AT BASE AND TOPS OF STUDS. SECURE TRACKS WITH 5/8" DIAMETER EXPANSION ANCHORS AT
THE JOIST SUPPLIER. STEEL JOIST BRIDGING SHALL BE PLACED AND JOIST ENDS FIXED PRIOR TO THE OWNER'S REPRESENTATIVE
E. WHERE PARTIAL INFORMATION IS GIVEN, IT SHALL BE THE MINIMUM REQUIREMENT FOR THE CONNECTION. 48"O.C. MAX, UNLESS NOTED OTHERWISE. PROVIDE FASTENERS AT CORNERS AND ENDS OF TRACKS. 7. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF NAVIGATE BUILDING SOLUTIONS
APPLICATION OF ANY LOADS. JOIST SUPPLIER SHALL PROVIDE ALL BRIDGING NECESSARY TO ADEQUATELY ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES 8419 MANCHESTER ROAD
PRIOR TO FABRICATION, PROVIDE (FOR RECORD COPY) DESIGN CALCULATIONS FOR TYPICAL BEAM BRACE THE JOIST TOP CHORD WHERE ROOF CONSTRUCTION IS INSUFFICIENT. 8. INSTALL STUDS PLUMB SECURING BOTH FLANGES TO TOP AND BOTTOM RUNNER TRACKS BY FLAT HEAD INDICATED ON THE DRAWINGS. BRENTWOOD, MO 63144
CONNECTIONS, ALL PRIMARY BRACING AND HANGER CONNECTIONS, SIGNED AND SEALED BY A PROFESSIONAL SCREWS OR BY WELDING. ALL MEMBERS SHALL BE FITTED TO PROVIDE FULL CONTACT BEARING AT CONTACT: DAVID LOWELL
ENGINEER REGISTERED IN THE STATE OF THE PROJECT SHALL BE SUBMITTED TO THE ENGINEER. 3. MINIMUM BEARING REQUIREMENTS, UNLESS NOTED OTHERWISE: CONNECTIONS. SHIMS AND UNLEVELED BEARING SURFACES ARE NOT PERMITTED. 8. FOR PROJECTS UNDER THE IBC 2012, OR LATER, BUILDING CODE, ACI/CRSI ADHESIVE ANCHOR INSTALLER T: 314-517-0935
CERTIFICATION IS REQUIRED FOR ALL INSTALLERS OF ADHESIVE ANCHORS IN HORIZONTAL OR UPWARDLY E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
4. CONNECTION DESIGN FORCES: A. K SERIES: 2 1/2" ON STRUCTURAL STEEL, 4" ON CONCRETE OR MASONRY. 9. WHERE STEEL ANGLES OR OTHER SHAPES ARE WELDED TO METAL STUDS, CONNECT METAL TRACKS TO INCLINED ORIENTATION.
B. LH AND DLH SERIES: 4" ON STRUCTURAL STEEL, 6" ON CONCRETE, OR MASONRY. METAL STUDS WITH WELDS NOT SCREWS.
A. BEAMS, GREATER OF: 9. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE ICC-ES REPORT AND AS PRESCRIBED BY
4. UNLESS NOTED OTHERWISE, JOISTS SHALL BE ATTACHED TO SUPPORTING STEEL WORK AT MINIMUM AS 10. WHERE STUD SYSTEM ABUTS STRUCTURAL COLUMNS OR WALLS, INCLUDING MASONRY WALLS, ANCHOR THE APPLICABLE BUILDING CODE.
55% OF TOTAL ALLOWABLE UNIFORM LOAD CAPACITY FROM A.I.S.C. 13TH EDITION TABLES FOR ALLOWABLE FOLLOWS: ENDS OF BRIDGING / BLOCKING MEMBERS TO SUPPORTING STRUCTURE.
LOADS ON BEAMS, Wc/L. 10. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY THE
A. K / KCS / E SERIES: TWO 1/8" FILLET WELDS (ONE EACH SIDE) 2 1/2" LONG OR EQUIVALENT. 11. IN ALL DOUBLED JAMB STUDS AND DOUBLED HEADERS NOT ACCESSIBLE TO INSULATION CONTRACTORS, MANUFACTURER OR OTHER SUCH METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.
REACTIONS SHOWN ON DRAWINGS. B. LH SERIES (TOP CHORD ANGLE LEG LESS THAN OR EQUAL TO 2 1/2"): TWO 3/16" FILLET WELDS (ONE PROVIDE INSULATION EQUAL TO THAT SPECIFIED ELSEWHERE. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD:
EACH SIDE) 2 1/2" LONG OR EQUIVALENT. ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS THAT HAVE BEEN SEALED
10 KIPS. C. LH / DLH SERIES (TOP CHORD ANGLE LEG LESS THAN OR EQUAL TO 3 1/2"): TWO 1/4" FILLET WELDS (ONE 12. FASTEN COMPONENTS WITH SELF-DRILLING / SELF-TAPPING SCREWS OR BY WELDING. SCREWS AND WELDS BY ANOTHER LICENSED ENGINEER DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF MEETING
EACH SIDE) 2 1/2" LONG OR EQUIVALENT. SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. ALL CONNECTIONS AT THE PERFORMANCE OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC
B. MOMENT CONNECTIONS INDICATED ON THE DRAWINGS THUS: ▬◄H►▬ DESIGN FOR MOMENT SHOWN OR, IF D. LH / DLH SERIES (TOP CHORD ANGLE LEG GREATER THAN OR EQUAL TO 4"): TWO 1/4" FILLET WELDS MEMBER SURFACES RECEIVING SHEATHING OR OTHER FINISHES SHALL USE FLAT HEAD SCREWS OR SHALL ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE,
NOT SHOWN, DEVELOP MOMENT CAPACITY OF MEMBER WITH fb = 0.66 Fy. (ONE EACH SIDE) 4" LONG OR EQUIVALENT. BE WELDED, UNLESS OTHERWISE APPROVED. INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE
ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE, INSTALLATION TEMPERATURE,
C. MAINTAIN TENSION CAPACITY OF COLUMNS, DIAGONALS AND MEMBERS SUBJECT TO TENSION AT BOLT HOLES, 5. JOISTS, AT COLUMN CENTERLINES, SHALL BE BOLTED TO STRUCTURAL STEEL BEAMS PER S.J.I. 13. SPLICES IN FRAMING COMPONENTS, OTHER THAN RUNNER TRACK, SHALL NOT BE PERMITTED. ABUTTING MOISTURE CONDITION OF CONCRETE, AND DRILLING METHODS. IF NO EMBEDMENT DIMENSION INDICATED ON
NOTCHES, OR COPES. REQUIREMENTS. LENGTHS OF RUNNER SHALL BE BUTT-WELDED, SPLICED OR EACH LENGTH SECURELY ANCHORED TO A DRAWINGS, CONTACT ENGINEER FOR CLARIFICATION.
COMMON STRUCTURAL ELEMENT. RUNNERS SHALL BE SECURELY ANCHORED TO THE SUPPORTING
D. CONNECTION FORCE NOTATION (STRENGTH LEVEL U.N.O.): 6. SEE DETAILS FOR ATTACHMENT OF JOISTS TO CONCRETE AND MASONRY. STRUCTURE. 11. EXCEPT WHERE OTHERWISE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL INCLUDE THE
FOLLOWING:
P = AXIAL FORCE IN KIPS: (+) TENSION, (-) COMPRESSION 7. BRIDGING THAT TERMINATES AT, OR IS INTERRUPTED BY, STRUCTURAL STEEL BEAMS, SHALL BE ATTACHED 14. FRAME WALL OPENINGS SQUARE WITH DOUBLE STUDS AT EACH JAMB OR FRAME, UNLESS NOTED STEVEN J. EHRETT E-29025
Ps = AXIAL SEISMIC FORCE THERETO BY FIELD WELDING OR BOLTING. SEE DRAWINGS FOR DETAIL OF ATTACHMENT OF BRIDGING TO OTHERWISE ON THE PLAN OR MANUFACTURER'S INSTRUCTIONS / SHOP DRAWINGS. INSTALL HEAD AND SILL A. ANCHORAGE TO CONCRETE
Pw = AXIAL WIND FORCE CONCRETE OR MASONRY. MEMBERS AND JACK STUDS ABOVE AND BELOW WALL OPENINGS. ANCHOR TRACKS AND HEADERS TO JAMB
V OR [ ] = SHEAR IN KIPS STUDS PER THE MANUFACTURER'S RECOMMENDATIONS. 1. ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE:
M = MOMENT IN FOOT KIPS 8. JOISTS SHALL BE STOCKPILED AT THE JOBSITE IN A VERTICAL POSITION, RESTING ON THEIR TOP OR BOTTOM
T = TORSION IN FOOT KIPS CHORDS, AND SHALL BE ADEQUATELY SUPPORTED WITH WOOD BLOCKING. KEEP JOISTS FREE OF MUD AND 15. FRAMING OF WALL OPENINGS SHALL INCLUDE HEADERS AND SUPPORTING STUDS PER SPECIFICATIONS. a) ADHESIVE SYSTEMS
DIRT.
5. THE MINIMUM PLATE THICKNESS SHALL BE 3/8". 16. INSTALL STIFFENERS, BRIDGING AND BRACING AS REQUIRED BY MANUFACTURER TO PROVIDE ALLOWABLE 1) HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HIT-Z ROD PER ICC ESR-3187
9. IT SHALL BE THE ERECTOR'S RESPONSIBILITY TO SEE THAT JOISTS WHICH ARE DAMAGED, KINKED, BENT, OR DESIGN VALUES OF COMPONENTS. BRIDGING LOCATIONS SHALL BE COORDINATED TO AVOID RECESSED 2) HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT AND VACUUM WITH HAS THREADED ROD OR
6. BOLTED CONNECTIONS: WITH BROKEN WELDS, ARE NOT PLACED IN THE STRUCTURE. WALL ITEMS. CONTINUOUSLY DEFORMED REBAR PER ICC ESR-3187
3) HILTI HIT-RE 500v3 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT AND VACUUM WITH HAS THREADED ROD
A. MINIMUM BOLT DIAMETER = 3/4" 10. JOIST SUPPLIER SHALL DESIGN JOISTS AND SUBMIT CALCULATIONS, STAMPED AND SIGNED BY A 17. PROVIDE FOR VERTICAL DEFLECTION OF FLOOR/ROOF MEMBERS, 3/8" FOR WINDOWS. OR CONTINUOUSLY DEFORMED REBAR PER ICC ESR-3814
PROFESSIONAL ENGINEER IN THE STATE OF THE PROJECT FOR RECORD COPY TO BUILDING DEPARTMENT 4) HILTI HIT-RE 500v3 SAFE SET SYSTEM WITH HILTI ROUGHENING TOOL (HIT RT) WITH HAS THREADED ROD OR
B. SLIP CRITICAL CONNECTIONS OF A325SC OR A490SC BOLTS SHALL BE USED FOR ALL BOLTED CONNECTIONS AND ENGINEER OF RECORD PRIOR TO FABRICATION OF JOISTS. THE ABOVE CALCULATIONS TO INCLUDE ALL 18. LIMIT HORIZONTAL DEFLECTION TO L/600 FOR MASONRY VENEER AND L/360 FOR ALL OTHER FINISHES. CONTINUOUSLY DEFORMED REBAR PER ICC ESR-3814 IN DIAMOND CORED HOLES
OF BRACING MEMBERS, MOMENT CONNECTIONS, CANTILEVERS, AND AS SHOWN ON THE DRAWINGS. OVERSIZED LOADING CONDITIONS SHOWN ON THE DRAWINGS AND DETAILS. DEFLECTION SHALL BE BASED ON THE MAXIMUM OF: 5) "SET-3G EPOXY" BY SIMPSON STRONG-TIE CO. (ICC-ES ESR-4057)

CITY OF ST. CHARLES POLICE DEPARTMENT

AND LONG-SLOTTED HOLES ARE ALLOWED FOR SLIP CRITICAL CONNECTIONS.
11. JOIST ENDS, AT ROOF DIAPHRAGM BOUNDARIES, SHALL BE CAPABLE OF TRANSMITTING THE BOUNDARY A. 0.7 x COMPONENTS AND CLADDING WIND LOAD. b) ANCHORS
C. ALL OTHER BOLTED CONNECTIONS SHALL BE BEARING TYPE USING A325N OR A490N BOLTS. OVERSIZED SHEAR TO THE SUPPORTING STRUCTURE. SEE DETAILS. B. MAIN WIND FORCE RESISTING SYSTEM WIND LOAD.
HOLES AND LONG-SLOTTED HOLES ARE NOT ALLOWED UNLESS SHOWN ON THE DRAWINGS. C. SEISMIC LOAD. 1) SHALL MEET THE REQUIREMENTS OF A.S.T.M. F1554 FOR RODS AND A.S.T.M. A615 OR A706 FOR REBAR, UNLESS
12. THE JOIST DESIGN AND BRIDGING PLACEMENT SHALL BE CHECKED BY THE JOIST MANUFACTURER USING NOTED OTHERWISE.
D. A307 BOLTS MAY BE USED WHERE INDICATED ON THE DRAWINGS. THE NET UPLIFT SPECIFIED ON THE DRAWINGS. CHANGES IN JOIST SIZE AND/OR BRIDGING PLACEMENT WILL 19. SUBMITTALS SHALL INCLUDE THE FOLLOWING:
SHOW UP ON THE SHOP DRAWINGS. c) BASIS OF DESIGN INCLUDES THE FOLLOWING DESIGN PARAMETERS:
E. PROTRUDING BOLT HEADS, SHAFTS OR NUTS SHALL NOT EXTEND INTO NOR PROHIBIT THE APPLICATION OF A. SHOP DRAWINGS PREPARED UNDER THE SUPERVISION OF, AND SIGNED AND SEALED BY A

ST. CHARLES, MO 63303

ARCHITECTURAL FINISHES AND THEY SHALL NOT EXTEND INTO NOR PROHIBIT THE PLACEMENT OF STEEL 13. LOCATE PIPE AND EQUIPMENT HANGERS AND OTHER CONCENTRATED LOADS ONLY WHERE LOADS ARE PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT, INDICATING SPAN, TYPES, 1) CRACKED CONCRETE

1781 ZUMBEHL ROAD

DECKING TO THE CORRECT LINE AND ELEVATION. SHOWN ON JOIST SHOP DRAWINGS. ATTACHMENT METHOD AS APPROVED BY JOIST MANUFACTURER. SIZES, GAUGES, CONNECTIONS, CONFIGURATION, CAMBER AND SPACING FOR EACH TYPE OF MEMBER 2) WATER-SATURATED CONCRETE
REQUIRED. SHOW CONNECTIONS, DETAILS, COMPONENT LAYOUT AND ALL REQUIRED TEMPORARY AND 3) BASE MATERIAL TEMPERATURE OF 23-104 DEGREES FAHRENHEIT
F. THE FABRICATOR IS RESPONSIBLE FOR VERIFYING THE TENSION CAPACITY OF AXIALLY LOADED MEMBERS 14. ALL HOLES IN SUPPORTING STEEL PROVIDED FOR JOIST ERECTION SHALL BE "FILLED" WITH APPROPRIATE PERMANENT BRACING AND STIFFENER DETAILS AFFECTING CAPACITY OF THE SYSTEM. 4) ALLOWABLE WITH HAMMER-DRILL, HOLLOW DRILL BIT SYSTEM, AND CORE DRILLING METHODS
AFTER A SECTION IS REDUCED FOR BOLT HOLES. MEMBER SIZE MAY BE INCREASED OR CONNECTION PLATES DIAMETER BOLT OR PLUG WELDED. HOLES IN SUPPORTING STEEL SHALL NOT BE SLOTTED. B. PROVIDE (FOR RECORD COPY) COMPLETE ENGINEERING DESIGN CALCULATIONS, INCLUDING DESIGN 5) CURRENT ICC-ES REPORT WITH APPROVAL FOR DEVELOPMENT OF BAR USING ACI PROVISIONS FOR
ADDED AS REQUIRED. VALUES, DESIGN LOADS, ASSUMED ALLOWABLE STRESSES, AND OTHER INFORMATION NEEDED THAT EMBEDMENT DEPTHS GREATER THAN 20 BAR DIAMETERS FOR REBAR APPLICATIONS.
15. JOIST SEATS AT EXTERIOR WALLS SHALL BE AT LEAST 1/4" THICK. HAS BEEN SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR
G. SHOP DRAWINGS SHALL INDICATE THE TYPE OF BOLT USED IN EACH CONNECTION AND THE ALLOWABLE PREPARATION, REGISTERED IN THE STATE OF THE PROJECT.
VALUES USED FOR THE VARIOUS BOLT TYPES. 2. MEDIUM DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE:
20. ALL STUDS DAMAGED FROM WELDING SHALL BE REPLACED. MINIMUM STUD THICKNESS FOR WELDED
H. EXTENDED SHEAR CONNECTIONS ARE NOT ALLOWED AT LOCATIONS WHERE A BEAM, JOIST, OR GIRDER APPLICATIONS IS 16 GAUGE. a) HILTI KWIK HUS-EZ (KH-EZ), KH-EZ CRC, KH-EZ SS316, KH-EZ C, KH-EZ E, KH-EZ I, AND KH-EZ P SCREW ANCHOR
FRAMES INTO ONLY ONE SIDE OF A MEMBER (INCLUDING COLUMNS) CREATING AN UNBALANCED LOAD / MOMENT SAFE SET SYSTEM WITH HOLLOW DRILL BIT AND VACUUM PER ICC ESR-3027
ON THE SUPPORTING MEMBER. b) HILTI KWIK BOLT-TZ2 EXPANSION ANCHOR SAFE SET SYSTEM WITH HOLLOW DRILL BIT AND VACUUM AND SI-AT-
A22 TOOL WITH ADAPTIVE TORQUE FOR APPLICABLE SIZES PER ICC ESR-4266
7. WELDED CONNECTIONS: c) HILTI KWIK BOLT 1 EXPANSION ANCHOR SAFE SET SYSTEM WITH HOLLOW DRILL BIT AND VACUUM AND SI-AT-
A22 TOOL WITH ADAPTIVE TORQUE FOR APPLICABLE SIZES PER ICC ER-678
A. WELDS ARE CONTINUOUS UNLESS NOTED. d) "TITEN HD" BY SIMPSON STRONG-TIE CO. (ICC-ES ESR-2713)
e) "STRONG-BOLT 2" BY SIMPSON STRONG-TIE CO. (ICC-ES ESR-3037)
B. ALL FILLET WELDS: A.I.S.C. MINIMUM BUT NOT LESS THAN 1/4" UNLESS NOTED OTHERWISE.
3. HEAVY DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE:
C. ALL WELDING SHALL BE IN ACCORDANCE WITH THE CURRENT "STRUCTURAL WELDING CODE" (A.W.S. D1.1)
PUBLISHED BY THE AMERICAN WELDING SOCIETY. ELECTRODES FOR WELDING SHALL COMPLY WITH THE a) HILTI HDA UNDERCUT ANCHORS PER ICC ESR 1546
REQUIREMENTS OF TABLE 3.1 OF (A.W.S. D1.1). b) HILTI HSL-3 EXPANSION ANCHORS PER ICC ESR 1545

D. ALL WELDING FOR THE SEISMIC LATERAL FORCE RESISTING SYSTEM INDICATED WITH A "R" GREATER THAN 3
SHALL ALSO MEET THE REQUIREMENTS OF A.W.S. D1.8 WITH FILLER METAL MEETING THE REQUIREMENTS OF B. ANCHORAGE TO SOLID GROUTED MASONRY
A.W.S. A5 STANDARDS WITH A MINIMUM CVN TOUGHNESS OF 20 FT.-LBS. AT 0 DEGREES F.
1. ADHESIVE SYSTEMS:
E. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED OTHERWISE.
a) HILTI HIT-HY 270 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT AND VACUUM PER ICC ESR-4143 WITH EITHER
8. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, IS PROHIBITED WITHOUT WRITTEN HILTI HAS CONTINUOUSLY THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR.
APPROVAL OF THE ARCHITECT. b) "SET-XP EPOXY" BY SIMPSON STRONG-TIE CO. (IAPMO ER-265).

9. NO CHANGE IN SIZE OR POSITION OF THE STRUCTURAL ELEMENTS SHALL BE MADE AND HOLES, SLOTS, CUTS, 2. MECHANICAL SYSTEMS:
ETC., ARE NOT PERMITTED THROUGH ANY MEMBER UNLESS THEY ARE DETAILED ON THE APPROVED SHOP
DRAWINGS. a) HILTI KWIK BOLT-1 EXPANSION ANCHOR PER ICC ER-677
b) HILTI KWIK BOLT-TZ2 EXPANSION ANCHOR PER ICC ESR-4561
10. NO FINAL BOLTING OR WELDING SHALL BE MADE UNTIL AS MUCH OF THE STRUCTURE AS WILL BE STIFFENED c) "WEDGE-ALL" BY SIMPSON STRONG-TIE CO. (ICC-ES ESR-1396).
PERMIT SET
THEREBY HAS BEEN PROPERLY ALIGNED. d) HILTI KH-EZ, KH-EZ CRC, KH-EZ SS316, KH-EZ C, AND KH-EZ P SCREW ANCHORS PER ICC ESR-3056
e) "TITEN HD" BY SIMPSON STRONG-TIE CO. (ICC-ES ESR-2713). 10/21/2022
11. UNLESS NOTED OTHERWISE, BEAMS SHALL BEAR 8" MINIMUM ON CONCRETE OR MASONRY. ANCHOR BEAMS
TO MASONRY OR CONCRETE WITH 2-3/4" DIA. ANCHOR BOLTS OR WELDED TO EMBED PLATE. C. ANCHORAGE TO HOLLOW / MULTI-WYTHE MASONRY REVISIONS
12. FABRICATE ALL BEAMS WITH THE MILL CAMBER UP. 1. ADHESIVE SYSTEMS: NO. DATE DESCRIPTION

13. SHEAR STUDS: CONFORM TO A.W.S. D1.1, SHOP WELD EXCEPT WHERE APPLIED THROUGH METAL DECK. a) HILTI HIT-HY 270 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT AND VACUUM PER ICC ESR-4143 WITH EITHER
HILTI HAS CONTINUOUSLY THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR. THE APPROPRIATE SIZE
14. HEADED STUDS SHALL CONFORM TO A.S.T.M. A108, GRADE 1015, WELDABLE (Fy = 65 K.S.I.). SCREEN TUBE SHALL BE USED PER ADHESIVE MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS

15. TOP OF ALL TUBES AND PIPES SHALL HAVE A CAP PLATE 1/4", SEAL WELDED ALL AROUND, UNLESS LARGER
CAP PLATE AND / OR WELD IS NOTED. THIS DOES NOT APPLY TO DIAGONAL / SLOPING TUBES OR PIPES.

16. WHERE FIREPROOFING IS REQUIRED, ADJUST FIREPROOFING THICKNESS BASED ON MEMBER SIZES. SEE
ARCHITECTURAL DRAWINGS FOR FIREPROOFING REQUIREMENTS AND THICKNESS.

17. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN AND DETAILING OF STEEL STAIRS. STAIRS SHOWN ON
THE STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE ONLY INTENDED TO SHOW THE RELATIONSHIP OF
MEMBERS CONNECTED. STAIRS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE
OF THE PROJECT, RETAINED BY THE FABRICATOR.

18. ALL EXPOSED EXTERIOR STEEL SHALL HAVE A GALVANIZED FINISH, UNLESS NOTED OTHERWISE.

PLAN NORTH 90.00°

TRUE NORTH 54.00°

PROJECT NO. ISSUED BY:

22055 ALPER AUDI INC.

ISSUED DATE:
10/21/2022 7:32:45 AM

REGARDLESS OF ISSUANCE DESCRIPTION, SHEET TITLE:

STRUCTURAL DRAWINGS ARE NOT
CONSIDERED COMPLETE UNTIL ISSUED FOR GENERAL NOTES
CONSTRUCTION. STRUCTURAL DRAWINGS
SETS ISSUED PRIOR TO THE CONSTRUCTION
SET ARE A REPRESENTATION OF THE
STRUCTURAL DESIGN AT THE TIME OF
10/21/2022 7:32:45 AM

DRAWING ISSUE AND ARE SUBJECT TO

CHANGE. STRUCTURAL DRAWINGS ISSUED

S102
PRIOR TO CONSTRUCTION AND USED FOR
PRICING OR MATERIAL PURCHASE IS DONE
AT THE USER'S RISK.

Copyright 2020 © JEMA

 EXISTING CONSTRUCTION:

1. ALL DIMENSIONS AND ELEVATIONS TO EXISTING CONSTRUCTION ARE FOR REFERENCE ONLY. FIELD VERIFY
DIMENSIONS AND ELEVATIONS PRIOR TO PREPARING SHOP DRAWINGS, FABRICATING MEMBERS
(STRUCTURAL ITEMS), AND INSTALLATION.
STANDARD ABBREVIATIONS planning architecture interior design

2. DO NOT CUT ANY REINFORCING STEEL WHILE DRILLING INTO EXISTING CONCRETE. ADDITIONAL ADDN'L. JOINT JT.
AGGREGATE AGG. JOIST JST.
3. PRIOR TO SUBMITTING ANY SHOP DRAWINGS, PROVIDE CERTIFICATION FROM LAND SURVEYOR REGISTERED ALUMINUM ALUM. KIP = 1000 LBS K ARCHITECT
ANCHOR BOLT A.B. KNOCKOUT KO JEMA
IN THE STATE WHERE THE PROJECT IS LOCATED THAT DIMENSIONS BETWEEN NEW CONSTRUCTION AND 2823 OLIVE ST.
EXISTING CONSTRUCTION HAVE BEEN SURVEYED AND FORWARDED TO SHOP DRAWING DETAILERS. AND & POUND LB. OR #
ANGLE L LIGHT WEIGHT LT. WT. ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
4. PRIOR TO PREPARING SHOP DRAWINGS, EXPOSE ALL FOUNDATIONS AND BUILDING FRAMING IN THE VICINITY ARCHITECTURAL ARCH. LINTEL LTL. T: 314-531-7400
OF NEW CONSTRUCTION AND SUBMIT LAYOUT TO ENGINEER OF RECORD. AT @ LIVE LOAD L.L. E: MSUTHERLAND@JEMASTL.COM
BASEMENT BSMT. LONG LG.
5. NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCIES OF EXISTING CONDITIONS WITH THE STRUCTURAL BASE PLATE B.P. LONG LEG HORIZONTAL L.L.H. STRUCTURAL ENGINEER
DRAWINGS. BEAM BM. LONG LEG VERTICAL L.L.V. ALPER AUDI INC.
BEARING BRG. LONG DIRECTION L.D. 1804 BORMAN CIRCLE DRIVE
BETWEEN BTWN. LOW POINT L.P. ST. LOUIS, MO 63146
DEFERRED SUBMITTALS: BLOCKING BLK'G. MANUFACTURER MFR. CONTACT: STEVE EHRETT
BOARD BD. MARK MK. T: 314-432-8600
BOTTOM BOT. MASONRY MAS. E: STEVE.EHRETT@ALPERAUDI.COM
1. THE FOLLOWING PROJECT COMPONENTS REQUIRE DESIGN TO BE PROVIDED BY A QUALIFIED
PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF THE PROJECT: BOTTOM FACE B.F. MASONRY OPENING M.O.
BOTTOM OF METAL DECK BMD MATERIAL MATL. MECHANICAL/ELECTRICAL
G&W ENGINEERING
A. CONNECTION DESIGN FOR BRACED FRAMES, MOMENT FRAMES, COLLECTOR BEAMS AND TYPICAL BOTTOM OF B/ MAXIMUM MAX.
138 WELDON PARKWAY
SHEAR CONNECTIONS. BRICK BRK. MECHANICAL MECH. MARYLAND HEIGHTS, MO 63043
BRIDGING BRDG. METAL MTL. CONTACT: BRETT ROSSOMANNO
B. STRUCTURAL LIGHT GAUGE STEEL FRAMING CALCULATIONS AND DETAILS. BUILDING BLDG. MINIMUM MIN. T: 314-469-3737
CANTILEVER CANTL. MISCELLANEOUS MISC. E: BROSSOMANNO@GANDWENGINEERING.COM
C. ROOF JOIST AND JOIST GIRDER CALCULATIONS AND DETAILS. CAST IN PLACE C.I.P. MOMENT CONNECTION M.C.
CATEGORY CAT. NEAR FACE N.F. OWNER'S REPRESENTATIVE
CEILING CLG. NOT IN CONTRACT N.I.C. NAVIGATE BUILDING SOLUTIONS
2. ALL DESIGNS MUST INCLUDE SIGNED AND SEALED CALCULATIONS SUBMITTED AT THE SAME TIME THE SHOP 8419 MANCHESTER ROAD
DRAWINGS ARE SUBMITTED. THE CALCULATIONS MUST INCLUDE A STATEMENT THAT THE SHOP DRAWINGS CEMENT CEM. NOT TO SCALE N.T.S.
BRENTWOOD, MO 63144
HAVE BEEN REVIEWED BY THE ENGINEER AND THAT THE SHOP DRAWINGS REFLECT THEIR DESIGN INTENT. CENTER LINE CL ON CENTER O.C. CONTACT: DAVID LOWELL
SHOP DRAWINGS SUBMITTED WITHOUT SIGNED AND SEALED CALCULATIONS AND A STATEMENT THAT THEY CENTER TO CENTER CC OPENING OPNG. T: 314-517-0935
HAVE BEEN REVIEWED BY THE ENGINEER WILL BE REJECTED. CENTERED CTRD. OPPOSITE OPP. E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
CLEAR CLR. OPPOSITE HAND O.H.
CONCRETE CONC. OUTSIDE FACE O.F.
COLUMN COL. PANEL PNL.
MEANS AND METHODS: COMPLETE PENETRATION C.P. PENTHOUSE P.H.
CONNECTION CONN. PLATE PL.
1. ALPER AUDI, INC. SHALL NOT BE RESPONSIBLE IN ANY WAY FOR CONSTRUCTION MEANS AND METHODS, CONSTRUCTION CONSTR. PLUMBING PLBG.
SEQUENCES, TECHNIQUES OR PROCEDURES. CONSTRUTION JOINT C.J. PRECAST CONCRETE P.C.
CONTINUOUS CONT. POST TENSION P.T.
ENGINEER OF RECORD:
2. ALPER AUDI, INC. SHALL NOT BE RESPONSIBLE FOR CONTRACTOR'S SCHEDULE OR CONTRACTOR'S FAILURE CONTRACTOR CONTR. RADIUS RAD.
TO COMPLY WITH CONTRACT DOCUMENTS. DEAD LOAD D.L. RECTANGULAR RECT.
DECK DK. REFERENCE REF.
3. ALPER AUDI, INC. SHALL NOT HAVE CONTROL OVER ACTIONS OF CONTRACTOR, SUBCONTRACTOR, AND ANY DETAIL DTL. REFER TO RE:
OF THEIR AGENTS/EMPLOYEES PERFORMING ANY CONSTRUCTION ACTIVITIES. DIAGONAL DIAG. REINFORCING REINF.
DIAMETER DIA. REQUIRED REQ'D.
DIMENSION DIM. REVISION REV.
SUBMITTALS: DOWEL DWL. ROOF RF.
DOWN DN. SCHEDULE SCHED.
1. CONTRACTOR SHALL PROVIDE A SUBMITTAL DOCUMENTING ALL FLOOR PENETRATIONS A MINIMUM OF 15 DRAWING DWG. SECTION SECT.
BUSINESS DAYS PRIOR TO PLACING CONCRETE SLABS. NO CORE DRILLING OF THE SLAB SHALL BE EACH EA. SHEAR CONNECTORS S.C.
PERMITTED. EACH FACE E.F. SHEAR WALL S.W.
STEVEN J. EHRETT E-29025
EACH WAY E.W. SHORT DIRECTION S.D.
2. SUBMITTALS SHALL BE REVIEWED BY CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT. EDGE OF SLAB E.O.S. SIMILAR SIM.
ELECTRICAL ELEC. SLAB SL
3. SUBMITTALS ARE REVIEWED FOR GENERAL CONFORMANCES WITH DESIGN INTENT ONLY AND DOES NOT ELEVATION EL. SLAB ON GRADE S.O.G.
RELIEVE FABRICATOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS AND ELEVATOR ELEV. SPACE, SPACING, SPACES SPA.
SPECIFICATIONS, ALL OF WHICH HAVE PRIORITY OVER SUBMITTALS. EMBEDED EMBED. SPECIFICATIONS SPECS.
ENGINEER OF RECORD EOR. SQUARE SQ.
EQUAL EQ. STANDARD STD.
EQUIPMENT EQUIP. STEEL STL.
MISCELLANEOUS: EXISTING EXIST. STRUCTURE/STRUCTURAL STRUC.
EXPANSION JOINT E.J. SYMMETRICAL SYMM.
1. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. EXTERIOR EXT. THICK/THICKNESS THK.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS FAR SIDE F.S. TOP AND BOTTOM T&B
AND WORK. FINISH FIN. TOP FACE T.F.
FLOOR FLR. TOP OF FOOTING T/FTG.

CITY OF ST. CHARLES POLICE DEPARTMENT

2. NO OPENING SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE FOOTING FTG. TOP OF T/
ARCHITECT. FOUNDATION FND. TOP OF CONCRETE T/CONC.
FRAMING FRMG. TOP OF JOIST T/J
3. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN GALVANIZED GALV. TOP OF SLAB T/SL.
APPROVAL OF THE ARCHITECT. GAUGE GA. TOP OF STRUCTURAL STEEL T/STL.
GENERAL CONTRACTOR G.C. TOP OF WALL T.W.
4. OPENINGS 1'-4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. REFER GIRDER GIR. TYPICAL TYP.
TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS.

ST. CHARLES, MO 63303

GRADE GR. UNLESS NOTED OTHERWISE U.N.O.

1781 ZUMBEHL ROAD

GROUT GT. VERTICAL VERT.
5. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON HEIGHT HT. VERTICAL EACH FACE V.E.F.
STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE HIGH POINT H.P. WIND BRACE W.B.
FRAMING AT THE TIME THE LOADS ARE IMPOSED. HOLLOW CORE H.C. WELDED WIRE FABRIC W.W.F.
HORIZONTAL HORIZ. WITH W/
6. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS HORIZONTAL EACH FACE H.E.F. WITHOUT W/O
RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS INSIDE FACE I.F. WATER STOP W.S.
THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. INTERIOR INT. WEIGHT WT.
7. UNLESS OTHERWISE NOTED, FIRE PROOFING METHODS AND MATERIALS FOR STRUCTURAL MEMBERS ARE
NOT SHOWN ON STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR
FIRE RATING REQUIREMENTS, FIRE PROOFING METHODS AND MATERIALS.

8. DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS.

9. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE
EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.
EXPANSION JOINTS SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED TO ACCOMMODATE ANTICIPATED
THERMAL MOVEMENT AFTER THE BUILDING IS COMPLETE.

10. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING OF ANY DEVIATION FROM THE CONTRACT
DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY FOR SUCH DEVIATION BY
THE ARCHITECT'S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS HE HAS SPECIFICALLY
INFORMED THE ARCHITECT OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE ARCHITECT HAS
GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION.

11. ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE DEFICIENCIES, OMISSIONS,
CONTRADICTIONS, OR AMBIGUITIES, IN THE PLANS AND SPECIFICATIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT. PLANS AND/OR SPECIFICATIONS WILL BE CORRECTED, OR WRITTEN
INTERPRETATION OF THE ALLEGED DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL BE MADE
BY THE ARCHITECT BEFORE THE AFFECTED WORK PROCEEDS.

12. CHECK ALL DIMENSIONS AGAINST REQUIREMENTS OF OTHER CONTRACT DOCUMENTS. FIELD VERIFY
DIMENSIONS RELATING TO EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND FABRICATION.

13. WHERE DIMENSIONS OR WEIGHTS OF EQUIPMENT OR SYSTEMS ARE VARIABLE FROM MANUFACTURER TO
MANUFACTURER, VERIFY DIMENSIONS AND WEIGHTS SHOWN ON DRAWINGS WITH SELECTED PERMIT SET
MANUFACTURER PRIOR TO ORDERING MATERIALS. NOTIFY STRUCTURAL ENGINEER OF DISCREPANCIES.

14. DO NOT PLACE EQUIPMENT WHEN SHIPPING OR OPERATING WEIGHT EXCEEDS WEIGHT INDICATED ON 10/21/2022
STRUCTURAL DRAWINGS.
REVISIONS
15. NO MODIFICATION, ALTERATION OR REPAIR SHALL BE MADE WITHOUT PRIOR REVIEW BY STRUCTURAL
NO. DATE DESCRIPTION
ENGINEER. SUBMIT DETAILS AND CALCULATIONS PREPARED BY A PROFESSIONAL ENGINEER REGISTERED IN
STATE WHERE PROJECT IS LOCATED AND EMPLOYED BY CONTRACTORS.

PLAN NORTH 90.00°

TRUE NORTH 54.00°

PROJECT NO. ISSUED BY:

22055 ALPER AUDI INC.

ISSUED DATE:
10/21/2022 7:32:45 AM

REGARDLESS OF ISSUANCE DESCRIPTION, SHEET TITLE:

STRUCTURAL DRAWINGS ARE NOT
CONSIDERED COMPLETE UNTIL ISSUED FOR GENERAL NOTES
CONSTRUCTION. STRUCTURAL DRAWINGS
SETS ISSUED PRIOR TO THE CONSTRUCTION
SET ARE A REPRESENTATION OF THE
STRUCTURAL DESIGN AT THE TIME OF
10/21/2022 7:32:45 AM

DRAWING ISSUE AND ARE SUBJECT TO

CHANGE. STRUCTURAL DRAWINGS ISSUED

S103
PRIOR TO CONSTRUCTION AND USED FOR
PRICING OR MATERIAL PURCHASE IS DONE
AT THE USER'S RISK.

Copyright 2020 © JEMA

 SPECIAL INSPECTION: STATEMENT OF SPECIAL INSPECTIONS AND STRUCTURAL TEST: SOILS CONSTRUCTION MASONRY CONSTRUCTION - LEVEL C
IBC TABLE 1705.6 PRIOR TO CONSTRUCTION (ARTICLE 1.5, TMS-602/ACI 530.1-11):
THE FOLLOWING STRUCTURAL ELEMENTS OF CONSTRUCTION SHALL REQUIRE SPECIAL INSPECTION PER IBC 1. THIS SECTION APPLIES TO THE STRUCTURAL PORTIONS OF THE PROJECT REQUIRING SPECIAL INSPECTION.
SECTION 1704 AND 1705. OWNER TO FURNISH INSPECTION UNLESS INSTRUCTED OTHERWISE BY THE THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN SEC. 1704.2 AND 1704.3 OF IBC COPIES OF TEST TASK CONTINUOUS PERIODIC DESCRIPTION TASK CONTINUOUS PERIODIC DESCRIPTION
CONSTRUCTION CONTRACT. TEST RESULTS AND REPORTS SHALL BE FURNISHED TO ARCHITECT AND EOR WITHIN RESULTS AND FINAL REPORTS SHALL BE FURNISHED TO THIS ENGINEER IN ADDITION TO OTHER NORMAL planning architecture interior design
VERIFY THE MATERIALS BELOW FOUNDATIONS ARE ADEQUATE
1. FOUNDATION BEARING CAPACITY X 1. REVIEW MATERIAL CERTIFICATES, VERIFY THAT MATERIALS CONFORM TO THE REQUIREMENTS OF
ONE WEEK OF TEST OR INSPECTION. DISTRIBUTIONS WITHIN ONE WEEK OF TEST OR INSPECTION. TO ACHIEVE THE DESIGN BEARING CAPACITY. (IBC TABLE 1705.6, 1)
MIX DESIGNS, TEST RESULTS AND X THE APPROVED CONSTRUCTION DOCUMENTS. (ACI 530, TABLE
VERIFY THE EXCAVATIONS ARE EXTENDED TO THE PROPER DEPTH AND CONSTRUCTION PROCEDURES 1.19.3, 1)
NOTES: 2. ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY 2. EXCAVATIONS X ARCHITECT
HAVE REACHED PROPER MATERIAL. (IBC TABLE 1705.6, 2)
EMPLOYED BY THE OWNER OF ARCHITECT AND NOT THE CONTRACTOR PER IBC SECTION 1703. PROVIDING AS CONSTRUCTION BEGINS (TABLE 1.19.3, TMS-402/ACI 530-11): JEMA
3. PERFORM CLASSIFICATION AND 2823 OLIVE ST.
1. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A COUNTY INSPECTOR. SPECIALLY INSPECTED SPECIAL INSPECTION SHALL BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. TESTING OF COMPACTED FILL MATERIALS
X (IBC TABLE 1705.6, 3)
TASK CONTINUOUS PERIODIC DESCRIPTION
WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE COUNTY INSPECTOR IS SUBJECT TO ST. LOUIS, MO 63103
VERIFY THE USE OF PROPER MATERIALS, DENSITIES AND LIFT 1. PROPORTIONS OF SITE-MIXED CONTACT: MATT SUTHERLAND
REMOVAL OR EXPOSURE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION FIRM WITH A 4. COMPACTED FILL MATERIAL X THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED
VERIFY THAT MORTAR IS OF THE TYPE AND COLOR SPECIFIED ON THE
MORTAR CONSTRUCTION DOCUMENTS, THAT IT CONFORMS TO ASTM C T: 314-531-7400
SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK. FILL. (IBC TABLE 1705.6, 4) X E: MSUTHERLAND@JEMASTL.COM
2. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE COUNTY TO PERFORM THE TYPES OF INSPECTION 270, AND THAT IT IS MIXED IN ACCORDANCE WITH ARTICLE 2.6 A OF
PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUB-GRADE AND TMS-602/ACI 530.1. (ACI 530, TABLE 1.19.3, 2.A)
SPECIFIED. 4. SPECIAL INSPECTION FOR WIND RESISTANCE SHALL BE DONE IN ACCORDANCE WITH SECTION 1705.11. 5. SUBGRADE X
VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. (IBC TABLE 1705.6, 5) STRUCTURAL ENGINEER
2. PLACEMENT OF MASONRY UNITS AND VERIFY THAT MORTAR JOINTS COMPLY WITH ARTICLE 3.3 B OF ALPER AUDI INC.
X
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY 5. SPECIAL INSPECTION FOR SEISMIC RESISTANCE FOR DESIGN CATEGORY D,E & F SHALL BE DONE IN CONSTRUCTION OF MORTAR JOINTS TMS-602/ACI 530.1. (ACI 530, TABLE 1.19.3, 2.C) 1804 BORMAN CIRCLE DRIVE
AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ANY ACCORDANCE TO SECTION 1705.12. 3. PROPERTIES OF THIN-BED MORTAR VERIFY THAT MORTAR COMPLIES WITH ARTICLE 2.1 C OF ST. LOUIS, MO 63146
WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL. X CONTACT: STEVE EHRETT
FOR AAC MASONRY TMS-602/ACI 530.1. (ACI 530, TABLE 1.19.3, 2.M)
6. PORTIONS OF WORK REQUIRING SPECIAL INSPECTION: T: 314-432-8600
4. SUBMIT WRITTEN REPORTS WITHIN TWO DAYS OF TESTING TO ENGINEER OF RECORD AND BUILDING OFFICIAL. PRIOR TO GROUTING (TABLE 1.19.3, TMS-402/ACI 530-11): E: STEVE.EHRETT@ALPERAUDI.COM
YES NO NA
I. FOUNDATION: TASK CONTINUOUS PERIODIC DESCRIPTION
5. SPECIAL INSPECTIONS ARE NOT A REPLACEMENT FOR A CONTRACTOR'S QUALITY ASSURANCE PROGRAM. THE A. COMPACTED FILL, GRADING AND EXCAVATIONS.......................................................... CONCRETE CONSTRUCTION MECHANICAL/ELECTRICAL
1. GROUT SPACE PRIOR TO VERIFY THAT GROUT SPACE IS FREE OF MORTAR DROPPINGS, DEBRIS, G&W ENGINEERING
CONTRACTOR MUST PROVIDE ALL REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. IBC TABLE 1705.3, 1705.12.1 GROUTING LOOSE AGGREGATE, AND OTHER DELETERIOUS MATERIALS AND THAT 138 WELDON PARKWAY
B. CONTINUOUS INSPECTION OF PILE DRIVING AND/OR DRILLING X
CLEANOUTS ARE PROVIDED PER ARTICLE 3.2 D AND 3.2 F OF TMS-602/ACI MARYLAND HEIGHTS, MO 63043
TASK CONTINUOUS PERIODIC DESCRIPTION
SCHEDULE OF SPECIAL INSPECTIONS NOMENCLATURE: OF CAISSONS........................................................................................................................ 530.1. (ACI 530, TABLE 1.19.3, 2.E) CONTACT: BRETT ROSSOMANNO
1. REINFORCING STEEL, INCLUDING VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OF T: 314-469-3737
P - PERFORM THESE SPECIAL INSPECTIONS TASKS FOR EACH WELDED JOINT OR MEMBER. (AISC 360 & AISC 341) C. SEE IBC TABLE 1705.3 BELOW FOR ANY ADDITIONAL REQUIRED PRESTRESSING TENDONS SPECIFIED TYPE, GRADE AND SIZE; THAT IT IS FREE OF OIL, DIRT AND 2. GRADE, TYPE, AND SIZE OF VERIFY THAT REINFORCEMENT, JOINT REINFORCEMENT, WALL E: BROSSOMANNO@GANDWENGINEERING.COM
VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION. RUST; THAT IT IS LOCATED AND SPACED PROPERLY; THAT HOOKS, REINFORCEMENT AND ANCHOR TIES, ANCHOR BOLTS AND VENEER ANCHORS COMPLY WITH
X
BENDS, TIES, STIRRUPS AND SUPPLEMENTAL REINFORCEMENT ARE BOLTS, AND PRESTRESSING TENDONS THE APPROVED CONSTRUCTION DOCUMENTS AND SECTION OWNER'S REPRESENTATIVE
O - OBSERVE THESE SPECIAL INSPECTIONS ITEMS ON A RANDOM DAILY BASIS. OPERATIONS NEED NOT BE X PLACED CORRECTLY; THAT LAP LENGTHS, STAGGER AND OFFSETS ARE AND ANCHORAGES 1.16 OF TMS 402/ACI 530. (ACI 530, TABLE 1.19.3, 2.B) NAVIGATE BUILDING SOLUTIONS
DELAYED PENDING THESE INSPECTIONS. (AISC 360 & AISC 341) II. CONCRETE:
PROVIDED; AND THAT ALL MECHANICAL CONNECTIONS ARE INSTALLED 8419 MANCHESTER ROAD
A. CONTINUOUS INSPECTION AND TEST CYLINDERS FOR STRUCTURAL PER THE MANUFACTURER'S INSTRUCTIONS AND/OR EVALUATION 3. PROPORTIONS OF SITE-MIXED VERIFY THAT GROUT IS PROPORTIONED PER ASTM C 476 AND HAS A BRENTWOOD, MO 63144
D - DOCUMENT, WITH A REPORT, THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE CONTRACT CONCRETE EXCEPT FOUNDATION CONCRETE OF 2500 PSI OR LESS....................... REPORT. (IBC TABLE 1705.3, 1) GROUT AND PRESTRESSING GROUT X SLUMP BETWEEN 8-11 INCHES. SELF-CONSOLIDATED GROUT SHALL NOT CONTACT: DAVID LOWELL
DOCUMENTS. (AISC 341) FOR BONDED TENDONS BE PROPORTIONED ONSITE. (ACI 530, TABLE 1.19.3, 2.A) T: 314-517-0935
B. CONTINUOUS INSPECTION FOR SLAB-ON-GRADE CONCRETE................................... 2. REINFORCING BAR WELDING; AWS D1.4, ACI 318: 26.6.4 E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
QUALITY CONTROL (QC) INSPECTION TASKS SHALL BE PERFORMED BY THE FABRICATOR’S OR ERECTOR’S a. VERIFY WELDABILITY OF REINFORCING X (IBC TABLE 1705.3, 2) 4. PLACEMENT OF REINFORCEMENT, VERIFY THAT REINFORCEMENT, JOINT REINFORCEMENT, WALL
QUALITY CONTROL INSPECTOR, AS APPLICABLE, IN ACCORDANCE WITH AISC 360 SECTIONS N5.4, N5.6 AND N5.7. C. TEST CYLINDERS FOR SLAB-ON-GRADE CONCRETE.................................................... BARS OTHER THAN ASTM A706; CONNECTORS, AND PRESTRESSING TIES, ANCHOR BOLTS AND VENEER ANCHORS ARE INSTALLED
b. INSPECT SINGLE-PASS FILLET WELDS, X X TENDONS AND ANCHORAGES X IN ACCORDANCE WITH THE APPROVED CONSTRUCTION
TASKS IN STRUCTURAL STEEL SPECIAL INSPECTION TABLES LISTED FOR QC ARE THOSE INSPECTIONS
MAXIMUM 5/16"; AND DOCUMENTS AND ARTICLES 3.2 E, 3.4, AND 3.6 A OF TMS 602/ACI
PERFORMED BY THE QUALITY CONTROL INSPECTOR TO ENSURE THAT THE WORK IS PERFORMED IN D. SEE IBC TABLE 1705.3 BELOW FOR ANY ADDITIONAL REQUIRED c. INSPECT ALL OTHER WELDS. X X 530.1. (ACI 530, TABLE 1.19.3, 2.D)
ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, WHICH INCLUDES SHOP DRAWINGS AND ERECTION VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION.
DRAWINGS, CODES AND STANDARDS. 3. ANCHORS CAST IN CONCRETE VERIFY PRIOR TO PLACING CONCRETE THAT DURING MASONRY CONSTRUCTION (TABLE 1.19.3, TMS-402/ACI 530-11):
X CAST IN ANCHORS HAVE PROPER EMBEDMENT, SPACING AND EDGE
E. SHRINKAGE TESTS PER ASTM C157 TASK CONTINUOUS PERIODIC DESCRIPTION
DISTANCE. (IBC TABLE 1705.3, 3) (ACI 318:17.8.2)
QUALITY ASSURANCE (QA) INSPECTOR SHALL REVIEW THE MATERIAL TEST REPORTS AND CERTIFICATIONS AS SLAB ON GRADE, SLAB ON METAL DECK, APRON SLAB,
INSPECT ALL POST-INSTALLED ANCHORS/DOWELS AS REQUIRED BY THE 1. SIZE AND LOCATION OF VERIFY THE LOCATIONS OF STRUCTURAL ELEMENTS WITH ENGINEER OF RECORD:
LISTED IN AISC 360 SECTIONS N5.4, N5.6 AND N5.7. TASKS IN STRUCTURAL STEEL INSPECTION TABLES LISTED FOR TILT-UP PANELS & SITE PANELS........................................................................................ 4. POST-INSTALLED ANCHORS OR DOWELS X X
APPROVED ICC-ES REPORT. (IBC TABLE 1705.3, 4) (ACI 318:17.8.2) STRUCTURAL ELEMENTS RESPECT TO THE APPROVED PLANS AND CONFIRM THAT
QA ARE THOSE INSPECTIONS PERFORMED BY THE QUALITY ASSURANCE INSPECTOR TO ENSURE THAT THE WORK X
VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED TOLERANCES MEET THE REQUIREMENTS OF ARTICLE 3.3 F OF
IS PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. CONCURRENT WITH THE SUBMITTAL III. REINFORCING STEEL: 5. USE OF REQUIRED MIX DESIGN X
CONSTRUCTION DOCUMENTS(IBC TABLE 1705.3, 5) TMS 602/ACI 530.1-11. (ACI 530, TABLE 1.19.3, 2.G)
OF SUCH REPORTS TO THE AHJ, EOR, OWNER AND AOR, THE QUALITY ASSURANCE AGENCY SHALL SUBMIT A. PLACING OF REINFORCING................................................................................................
INSPECTION REPORTS AND NONDESTRUCTIVE TESTING REPORTS TO THE FABRICATOR AND ERECTOR. 6. CONCRETE SLUMP, AIR CONTENT, AND AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS 2. TYPE, SIZE, AND LOCATION OF VERIFY THAT CORRECT ANCHORAGES AND CONNECTIONS ARE
B. SAMPLING AND TESTING OF STEEL (MILL REPORTS AND TEMPERATURE X FOR STRENGTH TEST VERIFY THESE TESTS ARE PERFORMED ANCHORS, INCLUDING OTHER DETAILS PROVIDED PER THE APPROVED PLANS AND SECTIONS 1.16.4.3
SCHEDULE NOTES: IDENTIFICATION OF STEEL)................................................................................................. ACCORDING TO PROJECT SPECIFICATIONS. (IBC TABLE 1705.3, 6) OF ANCHORAGE OF MASONRY TO X AND 1.17.1 OF TMS 402/ACI 530-11. (ACI 530, TABLE 1.19.3, 2.H)
7. CONCRETE AND SHOTCRETE VERIFY PROPER APPLICATION TECHNIQUES ARE USED DURING STRUCTURAL MEMBERS, FRAMES, OR
1. ITEMS IDENTIFIED WITH (AISC 341) IN THE TASK COLUMN ARE REQUIRED ONLY WHERE THE PROJECT IS C. SEE IBC TABLE 1705.3 BELOW FOR ANY ADDITIONAL REQUIRED PLACEMENT CONCRETE CONVEYANCE AND DEPOSITING AVOIDS SEGREGATION OR OTHER CONSTRUCTION.
X CONTAMINATION. VERIFY THAT CONCRETE IS PROPERLY
DESIGNED PER AISC 341 – SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS. VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION.
CONSOLIDATED. (IBC TABLE 1705.3, 7) 3. WELDING OF REINFORCEMENT VERIFY WELDED REINFORCEMENT MEET THE REQUIREMENTS
X OF SECTION 2.1.7.7.2, 3.3.3.4(C), AND 8.3.3.4(B) OF TMS 402/ACI
2. * - INDICATES SPECIAL INSPECTIONS REQUIRED FOR WIND RESISTANCE IN THE FOLLOWING AREAS: IV. MASONRY: 8. CURING TEMPERATURE AND INSPECT CURING , COLD WEATHER PROTECTION AND HOT WEATHER 530. (ACI 530, TABLE 1.19.3, 2.I)
A. IN WIND EXPOSURE CATEGORY B, WHERE VASD IS 120 MILES PER HOUR OR GREATER. A. CONTINUOUS INSPECTION................................................................................................. X STEVEN J. EHRETT E-29025
TECHNIQUES PROTECTION PROCEDURES. (IBC TABLE 1705.3, 8)
B. IN WIND EXPOSURE CATEGORY C OR D, WHERE VASD IS 110 MILES PER HOUR OR GREATER. 9. PRE-STRESSED AND POST TENSION VERIFY APPLICATION OF PRESTRESSING FORCES AND GROUTING OF 4. PREPARATION, CONSTRUCTION, VERIFY THAT COLD-WEATHER CONSTRUCTION IS PERFORMED
B. MASONRY PRISM TESTING PER ASTM C 1314 AND 2105.3............................................ CONCRETE
X BONDED PRESTRESSING TENDONS. (IBC TABLE 1705.3, 9) (ACI 318: 26.10) AND PROTECTION OF MASONRY X IN ACCORDANCE WITH ARTICLE 1.8 C OF TMS 602/ACI 530.1 AND
3. ** -INDICATES SPECIAL INSPECTIONS REQUIRED FOR SEISMIC RESISTANCE IN THE FOLLOWING AREAS: DURING COLD WEATHER (<40°F) OR HOT WEATHER CONSTRUCTION PER ARTICLE 1.8 D OF TMS
10. ERECTION OF PRECAST CONCRETE VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED, ASSEMBLED AND HOT WEATHER (>90°F). 602/ACI 530.1. (ACI 530, TABLE 1.19.3, 2.J)
A. SEISMIC FORCE-RESISTING SYSTEMS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E C. SEE TABLE 3.1.2 OF TMS 602-16/ACI 530.1-16/ASCE 5-16 BELOW FOR ANY BRACED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION
X
OR F. ADDITIONAL REQUIRED VERIFICATION AND INSPECTION OF MASONRY DOCUMENTS. (IBC TABLE 1705.3, 10) (ACI 318: 26.9) 5. APPLICATION AND MEASUREMENT VERIFY THE PROPER PRESTRESSTING FORCE IS APPLIED PER
B. DESIGNATED SEISMIC SYSTEMS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E OR F. CONSTRUCTION. X
PRIOR TO THE REMOVAL OF SHORES AND FORMS OR THE STRESSING OF PRESTRESSING FORCE ARTICLE 3.6 B OF TMS 602/ACI 530.1. (ACI 530, TABLE 1.19.3, 2.K)
C. MECHANICAL AND ELECTRICAL COMPONENTS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN 11. IN-SITU CONCRETE STRENGTH
VERIFICATION X OF POST- TENSIONED TENDONS VERIFY THAT ADEQUATE STRENGTH 6. PLACEMENT OF GROUT AND VERIFY PLACEMENT OF GROUT IS DONE IN ACCORDANCE WITH
CATEGORY C, D, E OR F. V. STRUCTURAL STEEL: HAS BEEN ACHIEVED. (IBC TABLE 1705.3, 11) (ACI 318: 26.11) PRESTRESSING GROUT FOR BONDED ARTICLE 3.5 OF TMS 602/ACI 530.1 AND PLACEMENT OF GROUT
D. ELECTRICAL COMPONENTS NOT PART OF EMERGENCY OR STANDBY POWER SYSTEMS IN STRUCTURES A. MILL REPORTS AND IDENTIFICATION OF STEEL (AFFIDAVIT OF COMPLIANCE)........ TENDONS IS IN COMPLIANCE
X
FOR BONDED TENDONS IS IN ACCORDANCE WITH ARTICLE 3.6 C
ASSIGNED TO SEISMIC DESIGN CATEGORY E OR F. 12. FORMWORK INSPECT THE FORMS TO ENSURE THAT THEY ARE PLACED PLUMB AND
CONFORM TO THE SHAPES, LINES, AND DIMENSIONS OF THE MEMBERS OF TMS 602/ACI 530.1. (ACI 530, TABLE 1.19.3, 2.F)
E. STORAGE RACKS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY D, E OR F. B. SAMPLING AND TESTING OF SPECIMENS......................................................................... X
AS REQUIRED BY THE APPROVED CONSTRUCTION DOCUMENTS. (IBC
TABLE 1705.3, 12) (ACI 318: 26.11) 7. PLACEMENT OF AAC MASONRY VERIFY THAT MORTAR IS PLACED IN ACCORDANCE WITH
4. *** - INDICATES DOCUMENTATION ONLY REQUIRED FOR PROJECTS DESIGNED UNDER AISC 341. FOR PROJECTS C. SEE TABLES N5.4-1 THRU N5.4-3 AND TABLES N5.6-1 THRU N5.6-3 OF AISC 360 UNITS AND CONSTRUCTION OF THIN- ARTICLE 3.3 B.8 OF TMS- 602/ACI 530.1-11. (ACI 530, TABLE 1.19.3,
X
ONLY DESIGNED UNDER AISC 360, REMOVE “D” DESIGNATION. FOR ALL STRUCTURAL STEEL. 13. NON-SHRINK GROUT VERIFY GROUT PRODUCT, MIXING AND INSTALLATION WITH BED MORTAR JOINTS 2.L)

CITY OF ST. CHARLES POLICE DEPARTMENT

CONSTRUCTION DOCUMENTS AND MANUFACTURER'S
X RECOMMENDATIONS FOR CONSISTENCY IDENTIFIED ON SUBMITTAL TO 8. OBSERVATION OF GROUT CONFIRM THAT SPECIMENS/PRISMS ARE PERFORMED AS
5. ****- INDICATES AT MOMENT AND BRACED FRAMES WHERE R > 3, FOLLOWING PERFORMANCE OF THIS D. SEE TABLES J6-1 THRU J6-3, TABLES J7-1 THRU J7-3 AND TABLE J8-1 OF AISC 341 SPECIMENS, MORTAR SPECIMENS, REQUIRED BY ARTICLE 1.4 OF TMS-602/ACI 530.1-11. (ACI 530,
EOR. SAMPLE GROUT TO FABRICATE SPECIMENS FOR STRENGTH PER X
INSPECTION TASK FOR TEN WELDS TO BE MADE BY A GIVEN WELDER, WITH THE WELDER DEMONSTRATING FOR ALL SEISMIC RESISTING STRUCTURAL STEEL ELEMENTS IN SEISMIC DESIGN AND/OR PRISMS TABLE 1.19.3, 3)
ASTM C190 AND EXPANSION.
UNDERSTANDING OF REQUIREMENTS AND POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE CATEGORIES C,D,E & F.
PERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE, AND THE WELDER SHALL PERFORM THIS 14. REINFORCEMENT COMPLYING WITH VERIFY THAT ASTM A 615 REINFORCING MINIMUM TESTING (TABLE 1.19.3, TMS-402/ACI 530-11)
TASK. SHOULD THE INSPECTOR DETERMINE THAT THE WELDED HAS DISCONTINUED PERFORMANCE OF THIS E. SPECIAL INSPECTIONS AND QUALIFICATION OF WELDING SPECIAL INSPECTORS FOR ASTM A 615 IN SPECIAL MOMENT FRAMES, STEEL USED IN THESE AREAS COMPLIES WITH ACI 318: 21.1.5.2 BY MEANS
SPECIAL STRUCTURAL WALLS AND P OF CERTIFIED MILL TEST REPORTS. IF THIS REINFORCING STEEL IS TO BE TASK CONTINUOUS PERIODIC DESCRIPTION
TASK, THE TASK SHALL BE RETURNED TO PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE-ESTABLISHED COLD-FORMED STEEL FLOOR AND ROOF DECK SHALL BE IN ACCORDANCE WITH THE
COUPLING BEAMS (**) WELDED CHEMICAL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH

ST. CHARLES, MO 63303

ADEQUATE ASSURANCE THAT THE WELDER WILL PERFORM THE INSPECTION TASKS LISTED. AT MOMENT AND QUALITY ASSURANCE INSPECTION REQUIREMENTS OF SDI QA/QC. 1. VERIFICATION OF SLUMP FLOW AND COMPRESSIVE STRENGTH TESTS SHOULD BE PERFORMED IN
ACI 318: 3.5.2 (IBC 1705.12.1)

1781 ZUMBEHL ROAD

BRACED FRAMES WHERE R < 3, THE DESIGNATION SHOULD BE OBSERVE. VISUAL STABILITY INDEX (VSI) FOR ACCORDANCE WITH ASTM C 1019 FOR SLUMP FLOW AND ASTM
F. SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS SHALL BE 15. REINFORCEMENT PLACEMENT WITHIN VISUAL INSPECT REINFORCING STEEL PLACEMENT WITH A PARTICULAR SELF- CONSOLIDATING GROUT C 1611 FOR VSI. (ACI 530, TABLE 1.19.3)
6. # - INDICATES SPECIAL INSPECTIONS REQUIRED FOR PROGRESSIVE COLLAPSE RESISTANCE. IN ACCORDANCE WITH TABLE 1705.2.3 PROGRESSIVE COLLAPSE RESISTING EMPHASIS ON REINFORCING STEEL ANCHORAGES, LAPS AND OTHER
SYSTEM (#) C DETAILS WITHIN THE PROGRESSIVE COLLAPSE RESISTING SYSTEM, 2. VERIFICATION OF F’M AND F’AAC DETERMINE THE COMPRESSIVE STRENGTH FOR EACH WYTHE
INCLUDING HORIZONTAL TIE FORCE ELEMENTS, VERTICAL TIE FORCE BY THE “UNIT STRENGTH METHOD” OR BY THE “PRISM TEST
VI. WELDING: METHOD” AS SPECIFIED IN ARTICLE 1.4 B OF TMS 602/ACI 530.1
A. ALL STRUCTURAL WELDING (INCLUDES DECKING AND WELDED STUDS), ELEMENTS AND BRIDGING ELEMENTS. (UFC 4-023-03, 1717.5)
STRUCTURAL OBSERVATION NOTES PER SECTION 1704.6: PRIOR TO CONSTRUCTION AND EVERY 5000 SQUARE FEET
EXCEPT WELDING IN APPROVED SHOPS PER IBC 1704.2.5.1...................................... DURING CONSTRUCTION. (ACI 530, TABLE 1.19.3)
1. THE FOLLOWING ITEMS REQUIRE STRUCTURAL OBSERVATION BY A LICENSED ENGINEER OR ARCHITECT:
A. FOUNDATION REINFORCEMENT PLACEMENT (FIRST POUR AND RANDOM INTERMITTENT POURS). B. ULTRASONIC TESTING OF FULL PENETRATION WELD CONNECTIONS AT 3. VERIFICATION OF PROPORTIONS OF VERIFY THAT PROPORTIONS FOR MORTAR MEET ASTM C 270
B. ROOF FRAMING AND DIAPHRAGM. MOMENT FRAMES, BRACED FRAMES, BEAM SPLICES, AND FIELD WELDS............... MATERIALS IN PREMIXED OR PRE- AND PROPORTIONS FOR GROUT MEET ASTM C 476. (ACI 530,
BLENDED MORTAR AND GROUT TABLE 1.19.3)
C. FLOOR FRAMING AND DIAPHRAGM.
D. STEEL MOMENT AND BRACED FRAMES. C. STRUCTURAL LIGHT GAGE METAL FRAME WELDING...................................................
E. WOOD SHEAR WALL CONNECTIONS INCLUDING HOLDDOWNS, STRAPS, AND SHEATHING ATTACHMENT.
D. REINFORCING STEEL WELDING PER AISC 360 AND AISC 341.....................................
2. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN OR
ANOTHER ENGINEER OR ARCHITECT DESIGNATED BY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE E. SEE TABLES N5.4-1 THRU S5.4-3 OF AISC 360 FOR ANY ADDITIONAL
STRUCTURAL DESIGN TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN SEC. 220 OF THE CODE. REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION.

3. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL F. SEE TABLES J6-1 THRU J6-3 OF AISC 341 FOR ANY ADDITIONAL REQUIRED
INSPECTOR, CONTRACTOR AND THE BUILDING OFFICIAL. VERIFICATION AND INSPECTION OF WELDING FOR SEISMIC DESIGN
CATEGORY C,D,E & F.
4. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE
SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES THAT, TO THE BEST OF THE VII. BOLTING:
STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. A. HIGH STRENGTH BOLT A325SC & A490SC (TORQUE VERIFICATION)........................

5. EMAIL A COPY OF THE STRUCTURAL ENGINEERS JOB SITE REPORT, STATING ACCEPTANCE OF THE GROUT B. HIGH STRENGTH BOLT A325N & A490N (SNUG CONTACT OF PLYS).........................
PAD INSTALLATION, TO OWNER'S ATTENTION.
C. EXPANSION / ADHESIVE ANCHORS IN CONCRETE OR MASONRY.............................

D. ANCHOR RODS AT CONCRETE WALLS AND BRACED FRAMES,

(BOLT INSTALLATION AND CONCRETE PLACEMENT)....................................................

E. SEE TABLES N5.6-1 THRU N5.6-3 OF AISC 360 FOR ANY ADDITIONAL REQUIRED
VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION.

F. SEE TABLES J7-1 THRU J7-3 OF AISC 341 FOR ANY ADDITIONAL REQUIRED
VERIFICATION AND INSPECTION OF BOLTING FOR SEISMIC DESIGN PERMIT SET
CATEGORY C,D,E & F.
10/21/2022
VIII. INSULATING CONCRETE FILL:
TEST CYLINDERS AND INSPECTIONS....................................................................................
REVISIONS
IX. APA RATED SHEATHING DIAPHRAGM WITH NAILING ZONE "B" TO "G" AND PLYWOOD NO. DATE DESCRIPTION
SHEAR WALLS. INSPECTION OF SHEATHING, NAIL DIAMETER & LENGTH, NAILING LINE,
NAIL SPACING, AND FRAMING WIDTH AT NAIL DIAMETER & LENGTH, NAILING LINES,
NAIL SPACING, AND FRAMING WIDTH AT ADJOINING EDGES, PANEL, EDGES, VERIFY
APA STAMP, DRAG STRUTS, SILL ANCHORAGE AND HOLDDOWN ANCHORS................

7. APPROVED FABRICATOR: (MUST SUBMIT CERTIFICATE OF COMPLIANCE) FOR ALL

OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, GLU-LAMS, PRECAST CONCRETE, ETC....

8. STRUCTURAL OBSERVATIONS REQUIRED AS BY THIS ENGINEER OR THE BUILDING

DEPARTMENT, THE OWNER SHALL EMPLOY AN ENGINEER APPROVED BY THIS ENGINEER TO
PERFORMED STRUCTURAL OBSERVATION AS DEFINED IN IBC SECTION 1704.6...............................

9. EACH CONTRACTOR OR SUB-CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF

A WIND OR SEISMIC FORCE RESISTING SYSTEM / COMPONENT LISTED IN THE STATEMENT
OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO
THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON
SUCH SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL
CONTAIN ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN
THE STATEMENT OF SPECIAL INSPECTIONS.

PLAN NORTH 90.00°

TRUE NORTH 54.00°

PROJECT NO. ISSUED BY:

22055 ALPER AUDI INC.

ISSUED DATE:
10/21/2022 7:32:46 AM

REGARDLESS OF ISSUANCE DESCRIPTION, SHEET TITLE:

STRUCTURAL DRAWINGS ARE NOT
CONSIDERED COMPLETE UNTIL ISSUED FOR GENERAL NOTES
CONSTRUCTION. STRUCTURAL DRAWINGS
SETS ISSUED PRIOR TO THE CONSTRUCTION
SET ARE A REPRESENTATION OF THE
STRUCTURAL DESIGN AT THE TIME OF
10/21/2022 7:32:46 AM

DRAWING ISSUE AND ARE SUBJECT TO

CHANGE. STRUCTURAL DRAWINGS ISSUED

S104
PRIOR TO CONSTRUCTION AND USED FOR
PRICING OR MATERIAL PURCHASE IS DONE
AT THE USER'S RISK.

Copyright 2020 © JEMA

 STRUCTURAL STEEL STRUCTURAL STEEL (CONTINUED) STRUCTURAL STEEL (CONTINUED) TABLE OF INSPECTION OR EXECUTION TASKS QUALITY CONTROL AND QUALITY ASSURANCE FOR
PRIOR TO WELDING (TABLE N5.4-1, AISC 360-16 AND TABLE J6-1, AISC 341-16) NONDESTRUCTIVE TESTING CONTINUED (SECTION N5.5, AISC 360-16 AND SECTION J6.2, AISC 341-16) STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT (TABLE N6.1, AISC 360-16) INSTALLATION OF STEEL DECK (ANSI/S01 QA/QC 2017)
TASK QC QA DESCRIPTION TASK QC QA DESCRIPTION TASK QC QA DESCRIPTION TABLE 1.1. INSPECTION OR EXECUTION TASKS PRIOR TO DECK PLACEMENT
planning architecture interior design
1. VERIFY WELDING PROCEDURES (WPS) 9. COLUMN SPLICE AND COLUMN TO BASE ULTRASONIC TESTING SHALL BE PERFORMED ON 100% OF PJP GROOVE 1. PLACEMENT AND INSTALLATION OF (AISC 360 - TABLE N6.1) TASK QC QA
P O/P (AISC 360 - TABLE N5.4-1) P P
AND CONSUMABLE CERTIFICATES PLATE PJP GROOVE WELDS WELDS ACCORDING TO AWS D1.8/D1.8M. THE WELD JOINT MOCK-UPS STEEL DECK
USED TO QUALIFY PROCEDURES AND TECHNICIANS SHALL INCLUDE AT VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK ACCESSORIES)
2. MATERIAL IDENTIFICATION 2. PLACEMENT AND INSTALLATION OF (AISC 360 - TABLE N6.1) A WITH CONSTRUCTION DOCUMENTS, INCLUDING PROFILES, MATERIAL PROPERTIES,AND PERFORM PERFORM
O O (AISC 360 - TABLE N5.4-1 AND AISC 341 - TABLE J6-1) LEAST ONE SINGLE-BEVEL PJP GROOVE WELD JOINT AND ONE P P ARCHITECT
(TYPE/GRADE) STEEL HEADED STUD ANCHORS BASE METAL THICKNESS
DOUBLE-BEVEL PJP GROOVE WELD JOINT, DETAILED TO PROVIDE JEMA
3. WELDER IDENTIFICATION SYSTEM A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO HAS TRANSDUCER ACCESS LIMITATIONS SIMILAR TO THOSE TO BE 3. DOCUMENT ACCEPTANCE OR P P (AISC 360 - TABLE N6.1) 2823 OLIVE ST.
B DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK ACCESSORIES PERFORM PERFORM
WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, ENCOUNTERED AT THE WELD FACES AND BY THE COLUMN WEB. REJECTION OF STEEL ELEMENTS NOTE: SEE ADDITIONAL INSPECTION TABLES FOR METAL DECK ST. LOUIS, MO 63103
O O P/D
SHALL BE THE LOW-STRESS DYE TYPE. REJECTION OF DISCONTINUITIES OUTSIDE THE GROOVE WELD THROAT TABLE 1.2. INSPECTION OR EXECUTION TASKS AFTER DECK PLACEMENT CONTACT: MATT SUTHERLAND
(AISC 360 - TABLE N5.4-1 AND AISC 341 - TABLE J6-1)
COMPOSITE STRUCTURES PRIOR TO CONCRETE PLACEMENT (TABLE J9-1, AISC 341-16)
SHALL BE CONSIDERED FALSE INDICATIONS IN PROCEDURE AND T: 314-531-7400
PERSONNEL QUALIFICATION. PROCEDURES QUALIFIED USING TASK QC QA DESCRIPTION TASK QC QA
E: MSUTHERLAND@JEMASTL.COM
4. FIT-UP GROOVE WELDS JOINT PREPARATION MOCK-UPS WITH ARTIFICIAL FLAWS 1/16" IN THEIR SMALLEST VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES INSTALLATION WITH
(INCLUDING JOINT GEOMETRY) DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) DIMENSION ARE PERMITTED. WELD DISCONTINUITIES LOCATED WITHIN 1. MATERIAL IDENTIFICATION OF A PERFORM PERFORM
O O (AISC 341 - TABLE J9-1) CONSTRUCTION DOCUMENTS
CLEANLINESS (CONDITION OF STEEL SURFACES) THE GROOVE WELD THROAT SHALL BE ACCEPTED AND REJECTED ON REINFORCING STEEL (TYPE/GRADE) STRUCTURAL ENGINEER
O/P**** O ALPER AUDI INC.
TACKING (TACK WELD QUALITY AND LOCATION) THE BASIS OF CRITERIA OF AWS D1.1/D1.1M TABLE 6-2. (AISC 341 J6.2B) 2. DETERMINATION OF CARBON B VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL CERTIFICATIONS THAT COMPLY PERFORM
BACKING TYPE AND FIT (IF APPLICABLE) EQUIVALENT FOR REINFORCING STEEL O O (AISC 341 - TABLE J9-1) WITH THE CONSTRUCTION DOCUMENTS 1804 BORMAN CIRCLE DRIVE
(AISC 360 - TABLE N5.4-1 AND AISC 341 - TABLE J6-1) 10. REDUCTION OF RATE OF ULTRASONIC THE RATE OF TESTING IS PERMITTED TO BE REDUCED IF APPROVED BY OTHER THAN ASTM A706 ST. LOUIS, MO 63146
C DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK AND DECK PERFORM PERFORM CONTACT: STEVE EHRETT
TESTING EOR AND THE AHJ. WERE THE INITIAL RATE FOR UT TESTING IS 100%, ACCESSORIES
5. FIT-UP CJP GROOVE WELDS JOINT PREPARATION THE TESTING RATE FOR AN INDIVIDUAL WELDER OR WELDING 3. PROPER REINFORCING STEEL SIZE, O O (AISC 341 - TABLE J9-1) T: 314-432-8600
(INCLUDING JOINT GEOMETRY) DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) OPERATOR IS PERMITTED TO BE REDUCED TO 25%, PROVIDED THE SPACING AND ORIENTATION TABLE 1.3. INSPECTION OR EXECUTION TASKS PRIOR TO WELDING E: STEVE.EHRETT@ALPERAUDI.COM
P O CLEANLINESS (CONDITION OF STEEL SURFACES) REJECT RATE, THE NUMBER OF WELDS CONTAINING UNACCEPTABLE 4. REINFORCING STEEL HAS NOT BEEN O O (AISC 341 - TABLE J9-1) TASK QC QA
TACKING (TACK WELD QUALITY AND LOCATION) DEFECTS DIVIDED BY THE NUMBER OF WELDS COMPLETED, IS MECHANICAL/ELECTRICAL
RE-BENT IN THE FIELD
BACKING TYPE AND FIT (IF APPLICABLE) DEMONSTRATED TO BE 5% OR LESS OF THE WELDS TESTED FOR THE G&W ENGINEERING
(AISC 360 - TABLE N5.4-1) 5. REINFORCING STEEL HAS BEEN TIED A WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE OBSERVE OBSERVE
WELDER OR WELDING OPERATOR. A SAMPLING OF AT LEAST 40 O O (AISC 341 - TABLE J9-1) 138 WELDON PARKWAY
AND SUPPORTED AS REQUIRED B MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE OBSERVE OBSERVE
6. CONFIGURATION AND FINISH OF ACCESS COMPLETED WELDS FOR A JOB SHALL BE MADE FOR REDUCTION MARYLAND HEIGHTS, MO 63043
O O (AISC 360 - TABLE N5.4-1 AND AISC 341 - TABLE J6-1) 6. REQUIRED REINFORCING STEEL
HOLES EVALUATION. FOR EVALUATING REJECT RATE OF CONTINUOUS WELDS CONTACT: BRETT ROSSOMANNO
O O (AISC 341 - TABLE J9-1) C MATERIAL IDENTIFICATION (TYPE/GRADE) OBSERVE OBSERVE
OVER 3FT IN LENGTH WHERE THE EFFECTIVE THROAT IS 1" OF LESS, CLEARANCES HAVE BEEN PROVIDED T: 314-469-3737
7. FIT-UP OF FILLET WELDS DIMENSIONS (ALIGNMENT, GAPS AT ROOT) EACH 12" INCREMENT OR FRACTION THEREOF SHALL BE CONSIDERED D CHECK WELDING EQUIPMENT OBSERVE OBSERVE E: BROSSOMANNO@GANDWENGINEERING.COM
CLEANLINESS (CONDITION OF STEEL SURFACES) 7. COMPOSITE MEMBER HAS REQUIRED O O (AISC 341 - TABLE J9-1)
O/P**** O ONE WELD. FOR EVALUATION OF REJECT RATE OF CONTINUOUS WELDS
TACKING (TACK WELD QUALITY AND LOCATION) SIZE TABLE 1.4. INSPECTION OR EXECUTION TASKS DURING WELDING
OVER 3FT IN LENGTH WHERE THE EFFECTIVE THROAT IS GREATER OWNER'S REPRESENTATIVE
(AISC 360 - TABLE N5.4-1 AND AISC 341 - TABLE J6-1) THAN 1", EACH 6" INCREMENT OR FRACTION THEREOF SHALL BE COMPOSITE STRUCTURES DURING CONCRETE PLACEMENT (TABLE J9-2, AISC 341-16) TASK QC QA NAVIGATE BUILDING SOLUTIONS
CONSIDERED ONE WELD. (AISC 360 J5.5E AND AISC 341 J6.2G) 8419 MANCHESTER ROAD
8. CHECK WELDING EQUIPMENT O - (AISC 360 - TABLE N5.4-1) TASK QC QA DESCRIPTION A USE OF QUALIFIED WELDERS OBSERVE OBSERVE BRENTWOOD, MO 63144
11. INCREASE IN RATE OF ULTRASONIC FOR RISK CATEGORY II STRUCTURES, WHERE THE INITIAL RATE FOR UT 1. CONCRETE: MATERIAL IDENTIFICATION (AISC 341 - TABLE J9-2) CONTACT: DAVID LOWELL
B CONTROL AND HANDLING OF WELDING CONSUMABLES OBSERVE OBSERVE
DURING WELDING (TABLE N5.4-2, AISC 360-16 AND TABLE J6-2, AISC 341-16) TESTING TESTING IS 10%, THE TESTING RATE FOR AN INDIVIDUAL WELDER OR (MIX DESIGN, COMPRESSIVE STRENGTH, T: 314-517-0935
O/D*** O/D*** E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
TASK QC QA DESCRIPTION WELDING OPERATOR SHALL BE INCREASED TO 100% SHOULD THE MAXIMUM LARGE AGGREGATE SIZE, C ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, TEMPERATURE) OBSERVE OBSERVE
REJECT RATE, THE NUMBER OF WELDS CONTAINING UNACCEPTABLE MAXIMUM SLUMP)
(AISC 360 - TABLE N5.4-2) DEFECTS DIVIDED BY THE NUMBER OF WELDS COMPLETED, EXCEEDS D WPS FOLLOWED OBSERVE OBSERVE
1. USE OF QUALIFIED WELDERS O 2. LIMITS ON WATER ADDED AT
(AISC 341 - TABLE J6-2) 5% OR LESS OF THE WELDS TESTED FOR THE WELDER OR WELDING O/D*** O/D*** (AISC 341 - TABLE J9-2) TABLE 1.5. INSPECTION OR EXECUTION TASKS DURING WELDING
OPERATOR. A SAMPLING OF AT LEAST 20 COMPLETED WELDS FOR A THE TRUCK OR PUMP
2. CONTROL AND HANDLING OF WELDING PACKAGING
O O EXPOSURE CONTROL. JOB SHALL BE MADE PRIOR TO IMPLEMENTING SUCH AN INCREASE. 3. PROPER PLACEMENT TECHNIQUES TO TASK QC QA
CONSUMABLES WHEN THE REJECT RATE FOR THE WELDER OR WELDING OPERATOR, O O (AISC 341 - TABLE J9-2)
(AISC 360 - TABLE N5.4-2 AND AISC 341 - TABLE J6-2) LIMIT SEGREGATION VERIFY SIZE AND LOCATION OF ALL WELDS, INCLUDING SUPPORT, SIDELAP, AND
AFTER A SAMPLING OF AT LEAST 40 COMPLETED WELDS, HAS FALLEN A PERFORM PERFORM
3. NO WELDING OVER CRACKED TACK TO 5% OR LESS, THE RATE OF TESTING SHALL BE RETURNED TO 10%. PERIMETER WELDS
O O (AISC 360 - TABLE N5.4-2 AND AISC 341 - TABLE J6-2)
WELDS FOR EVALUATING REJECT RATE OF CONTINUOUS WELDS OVER 3FT IN B WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM PERFORM ENGINEER OF RECORD:
4. ENVIRONMENTAL CONDITIONS WIND SPEED WITHIN LIMITS LENGTH WHERE THE EFFECTIVE THROAT IS 1" OF LESS, EACH 12"
INCREMENT OR FRACTION THEREOF SHALL BE CONSIDERED ONE C VERIFY REPAIR ACTIVITIES PERFORM PERFORM
O O PRECIPITATION AND TEMPERATURE REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
(AISC 360 - TABLE N5.4-2 AND AISC 341 - TABLE J6-2) WELD. FOR EVALUATION OF REJECT RATE OF CONTINUOUS WELDS D DOCUMENT ACCEPTANCE OR REJECTION OF WELDS PERFORM PERFORM
OVER 3FT IN LENGTH WHERE THE EFFECTIVE THROAT IS GREATER TASK CONTINUOUS PERIODIC DESCRIPTION
THAN 1", EACH 6" INCREMENT OR FRACTION THEREOF SHALL BE 1. INSTALLATION OF OPEN-WEB STEEL TABLE 1.6. INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL FASTENING
5. WELDING PROCEDURE SPECIFICATIONS SETTINGS ON WELDING EQUIPMENT
CONSIDERED ONE WELD. (AISC 360 J5.5F) JOISTS AND JOIST GIRDERS
(WPS) FOLLOWED TRAVEL SPEED TASK QC QA
SELECTED WELDING MATERIALS A. END CONNECTIONS - WELD OR
PRIOR TO BOLTING (TABLE N5.6-1, AISC 360-16 AND TABLE J7-1, AISC 341-16) X SJI SPECIFICATIONS LISTED IN SECTION 2207.1 A MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE FOR MECHANICAL FASTENERS OBSERVE OBSERVE
SHIELDING GAS TYPE/FLOW RATE BOLTED
O O PREHEAT APPLIED TASK QC QA DESCRIPTION
B. BRIDGING - HORIZONTAL OR B PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION OBSERVE OBSERVE
INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)
PROPER POSITION (F, V, H, OH) 1. MANUFACTURE'S CERTIFICATION DIAGONAL
O P (AISC 360 - TABLE N5.6-1) C PROPER STORAGE FOR MECHANICAL FASTENERS OBSERVE OBSERVE
INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED AVAILABLE FOR FASTENER MATERIALS
1. STANDARD BRIDGING X SJI SPECIFICATIONS LISTED IN SECTION 2207.1
(AISC 360 - TABLE N5.4-2 AND AISC 341 - TABLE J6-2) 2. FASTENERS MARKED IN ACCORDANCE TABLE 1.7. INSPECTION OR EXECUTION TASKS DURING MECHANICAL FASTENING
O O (AISC 360 - TABLE N5.6-1) 2. BRIDGING THAT DIFFERS FROM STEVEN J. EHRETT E-29025
WITH ASTM REQUIREMENTS TASK QC QA
6. WELDING TECHNIQUES INTERPASS AND FINAL CLEANING THE SJI SPECIFICATIONS LISTED IN X
EACH PASS WITHIN PROFILE LIMITATIONS 3. PROPER FASTENERS SELECTED FOR (AISC 360 - TABLE N5.6-1 AND AISC 341 TABLE J7-1) SECTION 2207.1 A FASTENERS ARE POSITIONED AS REQUIRED OBSERVE OBSERVE
O O JOINT DETAIL (GRADE, TYPE, BOLT LENGTH
EACH PASS MEETS QUALITY REQUIREMENTS
O O B FASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS OBSERVE OBSERVE
(AISC 360 - TABLE N5.4-2 AND AISC 341 - TABLE J6-2) IF THREADS ARE TO BE EXCLUDED FROM
SHEAR PLANE
7. PLACEMENT AND INSTALLATION OF TABLE 1.8. INSPECTION OR EXECUTION TASKS AFTER MECHANICAL FASTENING
P P (AISC 360 - TABLE N5.4-2) 4. PROPER BOLTING PROCEDURE
STEEL HEADED STUD ANCHORS O O (AISC 360 - TABLE N5.6-1 AND AISC 341 TABLE J7-1) STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL TASK QC QA
SELECTED FOR JOINT DETAIL
AFTER WELDING (TABLE N5.4-3, AISC 360-16 AND TABLE J6-3, AISC 341-16) COLD FORMED STEEL (IBC 1705.2.4, 1705.10, 1705.11): A CHECK SPACING, TYPE, AND INSTALLATION ALL OF SUPPORT FASTENERS PERFORM PERFORM
5. CONNECTING ELEMENTS, INCLUDING (AISC 360 - TABLE N5.6-1 AND AISC 341 TABLE J7-1)
TASK QC QA DESCRIPTION APPROPRIATE FAYING SURFACE TASK CONTINUOUS PERIODIC DESCRIPTION B CHECK SPACING, TYPE, AND INSTALLATION ALL OF SUPPORT FASTENERS PERFORM PERFORM
CONDITION AND HOLE PREPARATION, IF O O VERIFY THAT TEMPORARY AND PERMANENT TRUSS BRACING IS
1. WELDS CLEANED O O (AISC 360 - TABLE N5.4-3 AND AISC 341 - TABLE J6-3) 1. TRUSSES SPANNING 60-FEET OR C CHECK SPACING, TYPE, AND INSTALLATION ALL OF SUPPORT FASTENERS PERFORM PERFORM
SPECIFIED, MEET APPLICABLE X INSTALLED IN ACCORDANCE WITH APPROVED TRUSS PACKAGE. (IBC
GREATER
REQUIREMENTS 1705.2.2.2) D VERIFY REPAIR ACTIVITIES PERFORM PERFORM
2. SIZE, LENGTH, AND LOCATION OF WELDS P P (AISC 360 - TABLE N5.4-3 AND AISC 341 - TABLE J6-3) 2. COLD-FORMED STEEL LIGHT-FRAME VISUALLY INSPECT ALL WELDS WITHIN THE MAIN WIND FORCE OR
6. PRE-INSTALLATION VERIFICATION (AISC 360 - TABLE N5.6-1 AND AISC 341 TABLE J7-1) E DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS PERFORM PERFORM
TESTING BY INSTALLATION PERSONNEL CONSTRUCTION WELDED CONNECTIONS X SEISMIC FORCE RESISTING SYSTEM IN ACCORDANCE WITH AWS D1.4.

CITY OF ST. CHARLES POLICE DEPARTMENT

3. WELDS MEET VISUAL ACCEPTANCE CRACK PROHIBITION OBSERVED AND DOCUMENTED FOR P/D*** O/D*** (*,**) (IBC 1705.10.2 AND 1705.11.3)
CRITERIA WELD/BASE-METAL FUSION FASTENER ASSEMBLIES AND METHODS
CRATER CROSS SECTION 3. COLD-FORMED STEEL LIGHT-FRAME VISUALLY INSPECT ALL SCREW ATTACHMENT, BOLTING, ANCHORING
USED CONSTRUCTION MECHANICAL AND
P/D*** P/D*** WELD PROFILES
WELD SIZE 7. PROPER STORAGE PROVIDED FOR (AISC 360 - TABLE N5.6-1 AND AISC 341 TABLE J7-1) CONNECTIONS (*, **) X OTHER FASTENING OF COMPONENTS WITHIN THE MAIN WIND FORCE OR
UNDERCUT BOLTS, NUTS, WASHERS, AND OTHER O O SEISMIC FORCE RESISTING SYSTEM INCLUDING SHEAR WALLS, BRACES,
POROSITY FASTENER COMPONENTS DIAPHRAGMS, COLLECTORS (DRAG STRUTS) AND HOLD-DOWNS. (IBC
(AISC 360 - TABLE N5.4-3 AND AISC 341 - TABLE J6-3) 1705.10.2 AND 1705.11.3)
DURING BOLTING (TABLE N5.6-2, AISC 360-16 AND TABLE J7-2, AISC 341-16)

ST. CHARLES, MO 63303

4. COLD-FORMED STEEL CONNECTIONS (#) VERIFY PROPER WELDING OPERATIONS, SCREW ATTACHMENT, BOLTING,
TASK QC QA DESCRIPTION

1781 ZUMBEHL ROAD

4. ARC STRIKES P P (AISC 360 - TABLE N5.4-3) ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE
X PROGRESSIVE COLLAPSE RESISTING SYSTEM, INCLUDING HORIZONTAL
1. FASTENER ASSEMBLIES OF SUITABLE (AISC 360 - TABLE N5.6-2 AND AISC 341 TABLE J7-2)
5. INSPECT K-AREA FOR CRACKS WITHIN 3" WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR TIE FORCE ELEMENTS, VERTICAL TIE FORCE ELEMENTS AND BRIDGING
CONDITION, PACED IN ALL HOLES AND O O
OF THE WELD WHEN WELDING OF DOUBLER STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT ELEMENTS. (UFC 4-023-03, 1717.4)
P/D*** P/D*** WASHERS (IF REQUIRED) ARE POSITIONED
PLATES, CONTINUITY PLATES OR THE WEB K-AREA FOR CRACKS WITHIN 3 IN. OF THE WELD. AS REQUIRED
STIFFENERS OCCURRED (AISC 360 - TABLE N5.4-3)
2. JOINT BROUGHT TO THE SNUG- (AISC 360 - TABLE N5.6-2 AND AISC 341 TABLE J7-2)
6. CRACKS AT WELD ACCESS HOLES IN (AISC 360 - TABLE N5.4-3) TIGHT CONDITION PRIOR TO O O
ROLLED SHAPES (SEE AISC 360 SECTION PRETENSIONING OPERATIONS
P P/D***
A3.1C) AND BUILT-UP HEAVY SHAPES (SEE 3. FASTENER COMPONENT NOT TURNED (AISC 360 - TABLE N5.6-2 AND AISC 341 TABLE J7-2)
AISC 360 SECTION A3.1D) BY THE WRENCH PREVENTED FROM O O
ROTATING
7. BACKING REMOVED, WELD TABS (AISC 360 - TABLE
REMOVED AND FINISHED, AND FILLET P/D*** P/D*** N5.4-3) 4. FASTENERS ARE RE-TENSIONED IN (AISC 360 - TABLE N5.6-2 AND AISC 341 TABLE J7-2)
WELDS ADDED (IF REQUIRED) (AISC 341 - TABLE J6-3) ACCORDANCE WITH RCSC SPECIFICATION,
PROGRESSING SYSTEMATICALLY FROM THE O O
8. PLACEMENT OF REINFORCING (AISC 341 - TABLE J6-3) MOST RIGID POINT TOWARD THE FREE
OR CONTOURING FILLET WELDS EDGES
P/D*** P/D***
(IF REQUIRED)
AFTER BOLTING (TABLE N5.6-3, AISC 360-16 AND TABLE J7-3, AISC 341-16)

9. REPAIR ACTIVITIES P P/D*** (AISC 360 - TABLE N5.4-3 AND AISC 341 - TABLE J6-3) TASK QC QA DESCRIPTION
1. DOCUMENT ACCEPTANCE OR
10. DOCUMENT ACCEPTANCE OR P/D*** P/D*** (AISC 360 - TABLE N5.6-3 AND AISC 341 TABLE J7-2)
P P (AISC 360 - TABLE N5.4-3) REJECTION OF BOLTED CONNECTIONS
REJECTION OF WELDED JOINT/MEMBER
OTHER STEEL INSPECTIONS (SECTION N5.7, AISC 360-16)
11. NO PROHIBITED WELDS HAVE BEEN
O O (AISC 360 - TABLE N5.4-2)
ADDED WITHOUT THE APPROVAL OF THE EOR TASK QC QA DESCRIPTION
NONDESTRUCTIVE TESTING (SECTION N5.5, AISC 360-16 AND SECTION J6.2, AISC 341-16) 1. ANCHOR RODS AND OTHER VERIFY THE DIAMETER, GRADE, TYPE, AND LENGTH OF THE ANCHOR
EMBEDMENTS SUPPORTING STRUCTURAL P - ROD OR EMBEDDED ITEM, AND THE EXTENT OR DEPTH OF EMBEDMENT
TASK QC QA DESCRIPTION STEEL PRIOR TO PLACEMENT OF CONCRETE. (AISC 360 N5.7)
1. CJP WELDS (RISK CAT. II) ULTRASONIC TESTING SHALL BE PERFORMED ON 10% OF CJP GROOVE 2. FABRICATED STEEL OR ERECTED STEEL VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE
WELDS IN BUTT, T- AND CORNER JOINTS WITH MATERIALS 5/16- INCH FRAME CONSTRUCTION DOCUMENTS, SUCH AS BRACES, STIFFENERS, MEMBER
P/D - O
THICK OR GREATER. LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH
(AISC 360 N5.5B) CONNECTION. (AISC 360 N5.7)

2. CJP WELDS (RISK CAT. III, IV OR V) ULTRASONIC TESTING SHALL BE PERFORMED ON ALL CJP GROOVE 3. SHEAR AND HEADED STUD MATERIAL VERIFY THE DIAMETER, TYPE, GRADE, QUANTITY AND LENGTH OF THE
P/D WELDS IN BUTT, T- AND CORNER JOINTS WITH MATERIALS 5/16-INCH AND INSTALLATION STUD BEFORE AND AFTER WELDING. INSPECT INSTALLATION IN
THICK OR GREATER. (AISC 360 N5.5B) O P
ACCORDANCE WITH AWS D1.1/D1.1M FOR STUD WELDING. PERFORM
3. CJP WELDS ULTRASONIC TESTING SHALL BE PERFORMED ON 100% OF CJP GROOVE "PING" TEST ON ALL INSTALLED STUDS BY STRIKING ONLY WITH WEIGHT
WELDS IN MATERIALS 5/16-INCH OR GREATER. MAGNETIC PARTICLE OF 3LB HAMMER. BENDING TESTS WILL BE PERFORMED IF VISUAL
P/D TESTING SHALL BE PERFORMED ON 25% OF ALL BEAM-TO-COLUMN CJP INSPECTIONS REVEAL EITHER A LESS-THAN-CONTINUOUS 360-DEGREE PERMIT SET
GROOVE WELDS. (AISC 341 J6.2A) FLASH OR WELDING REPAIRS TO ANY SHEAR STUDS. TESTS SHALL BE
CONDUCTED ON ADDITIONAL SHEAR STUDS IF WELD FRACTURE
OCCURS ON SHEAR STUDS ALREADY TESTED ACCORDINGLY TO AWS
10/21/2022
4. WELDED JOINTS SUBJECT TO FATIGUE RADIOGRAPHIC OR ULTRASONICALLY INSPECT WELDED JOINTS
IDENTIFIED ON THE CONTRACT DOCUMENTS TO BE SUBJECT TO D1.1/D1.1M
P/D
FATIGUE PER SECTIONS 5.1, 5.2, 5.3, 5.4, 6.1, 6.2, AND 6.3 OF TABLE A-3.1, OTHER STEEL INSPECTIONS (TABLES J8-1 AND J10-1, AISC 341-16)
REVISIONS
AISC 360-16. (AISC 360 N5.5D)
TASK QC QA DESCRIPTION NO. DATE DESCRIPTION
5. BASE METAL NDT FOR LAMELLAR AFTER JOINT COMPLETION, BASE METAL THICKER THAN
TEARING AND LAMINATIONS 1 1/2 IN. IN TEE AND CORNER JOINTS, WHERE THE CONNECTED MATERIAL NO HOLES OR UNAPPROVED ATTACHMENTS MADE BY FABRICATOR OR
1. PROTECTED ZONES P/D*** P/D***
IS GREATER THAN 3/4 IN. AND CONTAINS CJP GROOVE WELDS, SHALL BE ERECTOR (AISC 341 - TABLE J8-1)
P/D ULTRASONICALLY TESTED FOR DISCONTINUITIES BEHIND AND ADJACENT CONTOUR AND FINISH
TO THE FUSION LINE OF SUCH WELDS. ANY BASE METAL 2. REDUCED BEAM SECTIONS (RBS) P/D*** P/D*** DIMENSIONAL TOLERANCES
DISCONTINUITIES FOUND WITHIN t/4 OF THE STEEL SURFACE SHALL BE (AISC 341 - TABLE J8-1)
ACCEPTED OR REJECTED ON THE BASIS OF CRITERIA OF AWS D1.1/D1.1M NO HOLES OR UNAPPROVED ATTACHMENTS MADE BY THE RESPONSIBLE
TABLE 6-2. (AISC 341 J6.2C) 3. H-PILES P/D*** P/D***
CONTRACTOR (AISC 341 - TABLE J10-1)
6. BEAM COPE AND ACCESS HOLE AT WELDED SPLICES AND CONNECTIONS, THERMALLY CUT SURFACES
OF BEAM COPES AND ACCESS HOLES SHALL BE TESTED USING
P/D MAGNETIC PARTICLE TESTING OR PENETRANT TESTING, WHEN THE
FLANGE THICKNESS EXCEEDS 1 1/2 IN. FOR ROLLED SHAPES, OR
WHEN THE WEB THICKNESS EXCEEDS 1 1/2 IN. FOR BUILT-UP SHAPES.
(AISC 341 J6.2D)
7. REDUCED BEAM SECTION REPAIR MAGNETIC PARTICLE TESTING SHALL BE PERFORMED ON ANY WELD
AND ADJACENT AREA OF THE REDUCED BEAM SECTION (RBS) CUT
P/D SURFACE THAT HAS BEEN REPAIRED BY WELDING, OR ON THE BASE
METAL OF THE RBS CUT SURFACE IF A SHARP NOTCH HAS BEEN
REMOVED BY GRINDING. (AISC 341 J6.2C)

8. WELD TAB REMOVAL SITES AT THE END OF WELDS WHERE WELD TABS HAVE BEEN REMOVED,
P/D MAGNETIC PARTICLE TESTING SHALL BE PERFORMED ON THE SAME
BEAM-TO-COLUMN JOINTS RECEIVING UT. (AISC 341 J6.2F)

PLAN NORTH 90.00°

TRUE NORTH 54.00°

PROJECT NO. ISSUED BY:

22055 ALPER AUDI INC.

ISSUED DATE:
10/21/2022 7:32:47 AM

REGARDLESS OF ISSUANCE DESCRIPTION, SHEET TITLE:

STRUCTURAL DRAWINGS ARE NOT
CONSIDERED COMPLETE UNTIL ISSUED FOR GENERAL NOTES
CONSTRUCTION. STRUCTURAL DRAWINGS
SETS ISSUED PRIOR TO THE CONSTRUCTION
SET ARE A REPRESENTATION OF THE
STRUCTURAL DESIGN AT THE TIME OF
10/21/2022 7:32:47 AM

DRAWING ISSUE AND ARE SUBJECT TO

CHANGE. STRUCTURAL DRAWINGS ISSUED

S105
PRIOR TO CONSTRUCTION AND USED FOR
PRICING OR MATERIAL PURCHASE IS DONE
AT THE USER'S RISK.

Copyright 2020 © JEMA

 NOTES:
SEE PLAN
1. CONSTRUCTION AND/OR CONTRACTION JOINTS ARE
SAWCUT FACE OF SECOND
INTERCHANGEABLE AT THE CONTRACTORS OPTION.
POUR TO PROVIDE 1/8" MAX.
SEE PLANS FOR JOINT LOCATIONS.
WIDTH OF JOINT AND FILL SEE NOTE #7. SMOOTH
CL WITH JOINT FILLER PER DOWELS @ 12"O.C. JOINT SPACING TABLE planning architecture interior design
2. SAW CUTTING OF JOINTS SHALL BE DONE AS THE

C.J.
ARCHITECT - SEE NOTE #8. CENTERED IN SLAB - COAT CONCRETE SETS SUFFICIENTLY TO PERMIT CUTTING SLAB THICKNESS MAXIMUM SPACING
COLUMN - SEE SCHED. ONE END TO PREVENT BOND

SEE PLAN
WITHOUT CHIPPING, SPALLING OR TEARING, BUT NOT (INCHES) (FEET)
MORE THAN 24 HOURS AFTER PLACING. ARCHITECT
BASE PLATE BASE PLATE - SEE SCHED. SLAB - SEE PLAN 4 10 JEMA
2823 OLIVE ST.
BLOCK-OUT COLUMN - SEE SCHED. 3. WHERE APPLICABLE REINFORCEMENT TO STOP 2" ST. LOUIS, MO 63103
CLEAR OF CONSTRUCTION JOINTS OR CONTROL 5 12 CONTACT: MATT SUTHERLAND

MID-DEPTH
SLAB - SEE PLAN JOINTS. AT SAW CUT JOINTS, CUT REINFORCEMENT T: 314-531-7400

PLAN
SEE
OR STOP 2" CLEAR OF JOINT. U.N.O. 6 14 E: MSUTHERLAND@JEMASTL.COM
C.J. C.J.

SEE PLAN
PLAN

4. JOINTS SHALL DIVIDE SLAB INTO AREAS AS SQUARE

SEE

7 15 STRUCTURAL ENGINEER
TF = SEE PLAN CONSTRUCTION JOINT AS POSSIBLE (1.5 TO 1 MAXIMUM L X W RATIO) WITH A TYPICAL CONTRACTION / CONSTRUCTION ALPER AUDI INC.

.
IN
MAXIMUM JOINT SPACING AS INDICATED IN JOINT JOINTS - SEE JOINT SPACING TABLE FOR 8 15
1804 BORMAN CIRCLE DRIVE

M
1" GROUT

SPACING TABLE. ST. LOUIS, MO 63146

.
MAXIMUM SPACING

LR
ISOLATION JOINT
FTG. - SEE

CONTACT: STEVE EHRETT

C
SCHED.

3"
5. 1 1/2" IF "D" IS LESS THAN OR EQUAL TO 9", D/3 IF "D" IS 9 15 T: 314-432-8600
W.W.F. WHERE APPLICABLE E: STEVE.EHRETT@ALPERAUDI.COM
GREATER THAN 9", D/3 IF REINFORCED.

SEE NOTE 5
SAW CUT CONTROL JOINT 10 15

SEE PLAN
MECHANICAL/ELECTRICAL

C.J.
6. IF SLAB AREA IS UNDEFINED ON PLAN OR IF AN G&W ENGINEERING
SLAB - SEE PLAN ALTERNATE JOINT PATTERN IS REQUESTED, THE TABLE NOTES:
3" CLR.

138 WELDON PARKWAY

CONTRACTOR SHALL SUBMIT A LOCATION PLAN FOR MARYLAND HEIGHTS, MO 63043
3" CLR. 3" CLR. 1. RECOMMENDED CONTRACTION/CONSTRUCTION
APPROVAL. CONTACT: BRETT ROSSOMANNO
JOINT SPACING BASED ON CONCRETE WITH T: 314-469-3737
FTG.- SEE SCHED. ULTIMATE DRY SHRINKAGE STRAIN OF 0.06% E: BROSSOMANNO@GANDWENGINEERING.COM

PLAN
7. SLAB DOWEL SHALL BE 3/4" DIA. X 16" LONG FOR

SEE
SLABS 4" TO 6", 1" DIA. X 16" LONG FOR SLABS 7" TO 8", (3/16" / 25'-0").
OWNER'S REPRESENTATIVE
AND 1 1/4" DIA. X 18" LONG FOR SLABS 9" TO 11".
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
CONTRACTION JOINT 8. SAW-CUT NOT REQUIRED AT SLAB THAT DO NOT BRENTWOOD, MO 63144
RECEIVE JOINT FILLER. SEE ARCH. FOR CONTACT: DAVID LOWELL
REQUIREMENTS. T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

1 TYPICAL INTERIOR COLUMN AT SPREAD FOOTING DETAIL 2 TYPICAL COLUMN ISOLATION JOINT DETAIL 3 TYPICAL SLAB ON GRADE DETAIL 4 TYPICAL SLAB CONTRACTION AND CONSTRUCTION JOINT DETAIL
S111 N.T.S. S111 N.T.S. S111 N.T.S. S111 N.T.S.

ENGINEER OF RECORD:

8" MIN. PAST CLASS "A" CLASS "A" CLASS "A" CLASS "A"
DOOR SWING OR 24" MIN. OR 24" MIN. OR 24" MIN. OR 24" MIN.
1'-0" CONT. FOOTING LAP 2'-0" MIN. (TYP.) PIPE SLEEVE - COORDINATE
CONT. FTG. - SEE PLAN SIZE, LOCATION, AND ELEVATION

6" MIN.
SLAB FINISH - DOOR - SEE ARCH. FTG. REINF. (TYP.) WITH MECH. CONTRACTOR
#4 TIE EACH SIDE OF NOTCH
SEE ARCH. / CIVIL SLAB - SEE PLAN
(1) #5 T&B

1'-0" MIN.
SEE PLAN
STEVEN J. EHRETT E-29025

CONT. FTG.
OR 24" MIN.

SEE PLAN
CLASS "A"

1'-0"
FROST DEPTH

ANGLE MAY VARY - (2) #5 CONT. KEY

OR 24" MIN.
SEE PLAN

CLASS "A"
U-BARS AT OPNG. CORNER BARS TO
FOUNDATION - SEE PLAN CORNER BARS TO AND DISCONTINUOUS MATCH WALL REINF.

1/3 FTG.
WIDTH
1

MAX.
MATCH WALL ENDS OF WALLS. TO (TYP. U.N.O.) COORDINATE SIZE AND LOCATION WITH
REINF. (U.N.O.) MATCH WALL REINF. ARCHITECTURAL DRAWINGS, MAXIMUM TIE (TYP.) ADDITIONAL REINF. TO
1
(U.N.O.) DEPTH OF NOTCH SHALL NOT EXCEED MATCH BOTTOM REINF.
1'-6" 1'-6"
NOTE: 1/2 FOOTING DEPTH
LAP OUTSIDE BARS OR PROVIDE
CORNER BARS AS SHOWN. 4'-0" 4'-0" NOTE: PENETRATIONS REQUIRED IN FOOTINGS SHALL BE NOTE: WHERE PIPE OR UTILITY LINE
LIMITED TO THE MIDDLE THIRD OF THE FOOTING DEPTH AND PASSES BELOW FOOTING AND
LEAN CONCRETE FILL AT CORNERS AT OPENING AND END WALL AT INTERSECTIONS THE MIDDLE THIRD OF THE SPAN. MULTIPLE PENETRATIONS DOES NOT INTERRUPT FOOTING

CITY OF ST. CHARLES POLICE DEPARTMENT

SHALL BE SPACED A MINIMUM OF 6" BETWEEN EDGES OF BOTTOM REINFORCEMENT, FILL
SLEEVES WITH ONE TIE IN BETWEEN. PROPOSED RESULTING TRENCH WITH LEAN
PENETRATION LOCATIONS SHALL BE SUBMITTED FOR REVIEW. CONCRETE FILL.

TYPICAL FROST HEAVE TYPICAL REINFORCEMENT AT INTERSECTIONS

ST. CHARLES, MO 63303

5 PREVENTION AT EXTERIOR DOOR DETAIL 6 AND CORNERS OF CONTINUOUS FOOTINGS, GRADE BEAMS, AND WALLS DETAIL 7 TYPICAL NOTCH IN CONTINUOUS FOOTING PLAN DETAIL 8 TYPICAL PIPE SLEEVE THROUGH CONTINUOUS FOOTING DETAIL

1781 ZUMBEHL ROAD

S111 N.T.S. S111 N.T.S. S111 3/4" = 1'-0" S111 3/4" = 1'-0"

TILT-UP OR PRE-
CAST WALL PANELS

GROUT
#5@12 E.W. T&B (U.N.O.)
MECH.

SEE PLAN
SEE

PROVIDE (1) #5 X 48" LG.

LOCATE 1 1/2" FROM TOP OF
SEE PLAN

2" MIN. SLAB - BARS SHOULD NOT

2"
CROSS ANY CONTROL OR
SEE PLAN

CLR
LAP 18" CONSTRUCTION JOINT

.
MIN. CONCRETE SLAB
1'-0"

GROUT

2
SEE PLAN

1/2" EXP. 1/2" EXP.

JNT. JNT. 1

PROVIDE 30" THICK (MIN.)

LAYER OF COMPACTED GRADE BEAM / FOOTING
CRUSHED ROCK BACKFILL @ STEP DIMENSION TO MATCH
EXTERIOR PAD LOCATIONS HERE ON PLAN
FTG. DEPTH

PERMIT SET
TYPICAL STEP GRADE 10/21/2022
9 TYPICAL MECHANICAL PAD ON GRADE DETAIL 10 BEAM OR FOOTING DETAIL 11 TYPICAL SLAB RE-ENTRANT CORNER DETAIL
S111 3/4" = 1'-0" S111 3/4" = 1'-0" S111 3/4" = 1'-0" REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 54.00°

PROJECT NO. ISSUED BY:

22055 ALPER AUDI INC.

ISSUED DATE:
10/21/2022 7:32:48 AM

REGARDLESS OF ISSUANCE DESCRIPTION, SHEET TITLE:

STRUCTURAL DRAWINGS ARE NOT
CONSIDERED COMPLETE UNTIL ISSUED FOR TYPICAL FOUNDATION
CONSTRUCTION. STRUCTURAL DRAWINGS
SETS ISSUED PRIOR TO THE CONSTRUCTION DETAILS
SET ARE A REPRESENTATION OF THE
STRUCTURAL DESIGN AT THE TIME OF
10/21/2022 7:32:48 AM

DRAWING ISSUE AND ARE SUBJECT TO

CHANGE. STRUCTURAL DRAWINGS ISSUED

S111
PRIOR TO CONSTRUCTION AND USED FOR
PRICING OR MATERIAL PURCHASE IS DONE
AT THE USER'S RISK.

Copyright 2020 © JEMA

 BOND BEAM REINF. WITH
TYPICAL (2) #5 AT THE TOP OF
TYPICAL VERTICAL 90 DEGREE TYPICAL FOR THE WALL (8" NOMINAL
REINF. - SEE SCHED. SPACING ALL VERTICAL REINF. SEE PLAN
MIN. DEPTH) - SEE
SEE SCHED. FOR 12" THICK EXTERIOR SECTIONS FOR BOND
WALLS 2 1/2" 2 1/2"
BEAM ELEVATIONS, planning architecture interior design
30" REINF. TO BE CONT.
#5 CORNER BARS TO MATCH CONTROL JOINT JAMB WIDTH
THROUGH CJS

30"
HORIZ. REINF. SPACING SEE SCHED.
HORIZ. REINF. WITH 180 DEG. EXTEND HORIZ. REINFORCED MASONRY MASONRY WALL - ARCHITECT
TYPICAL HORIZ. REINF. HOOK AT LOAD BEARING CMU (2) #5 VERT. (MIN.) IN REINF. THRU LINTEL - SEE SCHEDULE SEE PLAN JEMA
SOLID GROUTED CELLS LINTELS FOR SIZE AND REINF. 2823 OLIVE ST.
(REINF. CAST-IN-PLACE VERT. REINF. ST. LOUIS, MO 63103
CONCRETE LINTEL CONTACT: MATT SUTHERLAND
EXTEND REINF. GROUT SOLID AT T: 314-531-7400
FULL WIDTH OF WHERE NOTED)
VERT. REINF. E: MSUTHERLAND@JEMASTL.COM
JAMB OR 2'-0" MIN.
STRUCTURAL ENGINEER

WALL HEIGHT
ALTERNATE CORNER BLOCKS (2) #5 VERT. (MIN.) IN HORIZ. REINF. WITH ALPER AUDI INC.
SOLID GROUTED CELLS STD. HOOK 1804 BORMAN CIRCLE DRIVE
(5) #5 VERT. (MIN.) IN 180 DEG. HOOKS
TYPICAL - (HOOK ST. LOUIS, MO 63146
SOLID GROUTED CELLS AT CONTROL JOINT AT CORNER JAMB CONTACT: STEVE EHRETT
AROUND VERT. REINF.)

2' - 0"

1' - 4"
T: 314-432-8600
OPENING TYPICAL VERTICAL E: STEVE.EHRETT@ALPERAUDI.COM
CONTROL JOINTS SEE ARCH.
DWGS. FOR LOCATION - NO 4'-0" MIN. 2'-0" 3 REINFORCEMENT IN EACH FACE OF WALL MECHANICAL/ELECTRICAL

JAMB WIDTH
SEE SCHED.
CONTROL JOINTS WITHIN (MIN.) S121 N.T.S. G&W ENGINEERING
4'-0" OF OPENINGS (TYP.) 138 WELDON PARKWAY
AT WALL CORNERS HORIZ. REINF. WITH MARYLAND HEIGHTS, MO 63043
STD. HOOK U.N.O. CONTACT: BRETT ROSSOMANNO
T: 314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM
VERT. REINF. IN SOLID FOR BOND BEAM LOCATIONS
GROUTED CELLS - SEE AND REINF. - SEE GENERAL OWNER'S REPRESENTATIVE
TYPICAL HORIZ. REINF. SCHED. NOTES AND SECTIONS CL NAVIGATE BUILDING SOLUTIONS
SEE PLAN 8419 MANCHESTER ROAD
AT JAMB BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
TYPICAL HORIZ. REINF. EQ.EQ. T: 314-517-0935
TYPICAL VERT. REINF. E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
TYPICAL "W" "W" "W" WALL "L" "W" TYPICAL TYPICAL VERTICAL
180 DEGREE HOOKS SPACING JAMB WALL OPENING "L" JAMB JAMB OPENING JAMB SPACING REINF. - SEE SCHED.
TYPICAL - (HOOK MASONRY WALL -
AROUND VERT. REINF.) SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. SEE PLAN
DWLS. TO MATCH SIZE AND (1) #5 MIN. BELOW OPNG. BAR POSITIONERS AT TOP AND
SPACING OF VERTICAL REINF. EXTEND 2'-0" BEYOND FACE BOTTOM OF WALL AND AT INTERVALS
ALTERNATE CORNER BLOCKS OF OPNG. NOT EXCEEDING 192 BAR DIAMETERS
SEE WALL CORNERS
NOTE: OF THE REINFORCING
(5) #5 VERT. (MIN.) IN ENGINEER OF RECORD:
GENERAL CONTRACTOR TO PROVIDE MASONRY SHOP DRAWINGS
SOLID GROUTED CELLS VERT. REINF.
OF ALL CMU WALLS SHOWING ALL REINFORCEMENT, LINTELS,
CONTROL JOINTS, ETC. ON SCALED WALL ELEVATIONS. GROUT SOLID AT
#5 CORNER BARS TO 30"
MATCH HORIZ. REINF. VERT. REINF.
30"

SPACING, EA. SIDE

MASONRY WALL REINFORCING SCHEDULE
AT WALL INTERSECTIONS
VERTICAL WALL REINFORCEMENT JAMB REINFORCEMENT
CMU THICKNESS "T"
TYPICAL VERTICAL
WALL TYPE REINFORCEMENT WALL OPENING "L" JAMB SIZE "T" X "W" REINFORCEMENT NOTES
(NOMINAL) 4 REINFORCEMENT CENTERED IN WALL
S121 N.T.S. STEVEN J. EHRETT E-29025
8A (TYP. AT 8" UNO) 8" #5@24"O.C. 16" TO 6'-0" 8" X 16" (2) #5 BARS
CENTERED

HORIZ. REINF. WITH 180 DEG.

HOOK AT LOAD BEARING CMU

(2) #5 VERT. (MIN.) IN

SOLID GROUTED CELLS

AT END OF WALL

CITY OF ST. CHARLES POLICE DEPARTMENT

1 TYPICAL CMU WALL REINFORCING DETAILS 2 TYPICAL MASONRY WALL ELEVATION
S121 N.T.S. S121 N.T.S.

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
REINFORCED MASONRY LINTEL SCHEDULE
WALL REINFORCEMENT -
SPAN TABLE STANDARD LINTELS SEE TYPICAL DETAILS
AND GENERAL NOTES
OPENING SIZE 8" CMU 12" CMU WALL REINFORCEMENT -
NOTE: EXTEND BOND BEAMS AT
8" CMU 10" OR 12" CMU SEE SHEET SX-XX FOR DOWEL WITH STANDARD
HORIZ. WALL REINF. TOP AND BOT. OF OPNGS.
MASONRY NOTES. HOOK TO MATCH WALL
3'-0" TO 4'-0" L1 L2 (1) #5 T&B (2) #5 T&B NOT SHOWN 2'-0" BEYOND SIDES OF
REINFORCEMENT
OPENING (TYP.)
5 1/2"

5 1/2"

4'-1" TO 6'-0" L3 L4 5/8" DIA. X 6" HEADED

DWL. WITH STANDARD STUD @ 24"O.C. (TYP.) 2' - 0"

3'-0" 3'-0"
6'-1" TO 9'-4" L5 L5 HOOK TO MATCH WALL
L1 L2 REINFORCEMENT
9'-5" TO 10'-0" L6 L6 1/4 2
(1) #5 T&B (2) #5 T&B (2) #5 DOUBLE MASONRY
CONT. BOND BEAM BENT DOWELS BOND BEAM
10'-1" TO 14'-2" L7 L8 NOTE:
2'-0" WITH (2) #5 CONT.
1'-1 1/2"

1'-1 1/2"

HORIZONTAL WALL REINFORCING

NOT SHOWN.
SPECIAL LINTELS BOND BEAM LINTEL - CONT. STEEL BEAM
SEE SCHEDULE LINTEL - PER
DESCRIPTION EXTEND BOND BEAMS AT SCHED. / PLAN
TOP AND BOT. OF OPNGS. (1) #5 E.F.
JAMB REINF. - SEE SCHEDULE
2'-0" BEYOND SIDES OF EMBED PLATE
L9 - L3 L4 3/8"X6 1/2"X8" WITH (2)
OPENING (TYP.)
#5 A706 X 24" LONG 8" MINIMUM BEARING
L10 - WELDED TO PLATE 8"

MASONRY BOND BEAM

L11 -
6 TYPICAL CMU WALL OPENING WITH BOND BEAM LINTEL DETAIL 7 TYPICAL CMU WALL OPENING WITH STEEL BEAM LINTEL DETAIL 8 TYPICAL STEPPED BOND BEAM DETAIL
L12 - S121 N.T.S. S121 N.T.S. S121 N.T.S.
(1) #5
L13 -
(1) #5
PERMIT SET
EXTERIOR,
WHERE
OCCURS
10/21/2022
REVISIONS
PLATE 5/16" PLATE 5/16"
NO. DATE DESCRIPTION
L5 W8X15 L7 W16X26
L6 W8X31 L8 W16X31 MASONRY TIE
WELDED TO COLUMN
EACH FACE ADJACENT
TO MASONRY

LINTEL NOTES:

1. ALL MASONRY OPENINGS GREATER THAN 16" REQUIRE A LINTEL. PROVIDE A STANDARD LINTEL PER SPAN TABLE
UNLESS NOTED OTHERWISE ON PLAN. JOINT REINF.

2. BOND BEAM LINTELS SHALL BE FILLED WITH 3000 P.S.I. GROUT.

3. STEEL BEAM LINTELS SHALL HAVE BOTTOM PLATE BEARING 8" MINIMUM EACH END.
COLUMN - SEE
4. STEEL BEAM LINTEL BOTTOM PLATES SHALL BE 1" LESS THAN THE NOMINAL WIDTH OF THE WALL. SCHED.

5. AT BOND BEAM, PRECAST, AND COLD-FORMED STEEL LINTELS WITH MASONRY VENEER, PROVIDE 1-L5x3 1/2x5/16 (LLV)
LOOSE ANGLE LINTEL FOR EACH 4" OF MASONRY (MAXIMUM SPAN = 4'-8"). PROVIDE 1-L5x3 1/2x3/8 (LLV) LOOSE ANGLE
LINTEL FOR EACH 4" OF MASONRY (MAXIMUM SPAN = 6'-4").

6. LINTEL SCHEDULE ASSUMES MASONRY PLACED IN RUNNING BOND PATTERN.

7. REFER TO TYPICAL WALL OPENING DETAILS FOR ADDITIONAL INFORMATION. PLAN NORTH 90.00°
TRUE NORTH 45.00°

5 REINFORCED MASONRY LINTEL SCHEDULE 9 TYPICAL COLUMN IN MASONRY WALL DETAIL PROJECT NO. ISSUED BY:
S121 N.T.S. S121 N.T.S. 22055 ALPER AUDI INC.
ISSUED DATE:
10/21/2022 7:32:49 AM

REGARDLESS OF ISSUANCE DESCRIPTION, SHEET TITLE:

STRUCTURAL DRAWINGS ARE NOT
CONSIDERED COMPLETE UNTIL ISSUED FOR TYPICAL MASONRY DETAILS
CONSTRUCTION. STRUCTURAL DRAWINGS
SETS ISSUED PRIOR TO THE CONSTRUCTION
SET ARE A REPRESENTATION OF THE
STRUCTURAL DESIGN AT THE TIME OF
10/21/2022 7:32:49 AM

DRAWING ISSUE AND ARE SUBJECT TO

CHANGE. STRUCTURAL DRAWINGS ISSUED

S121
PRIOR TO CONSTRUCTION AND USED FOR
PRICING OR MATERIAL PURCHASE IS DONE
AT THE USER'S RISK.

Copyright 2020 © JEMA

 METAL DECK - SEE PLAN planning architecture interior design
METAL DECK - SEE PLAN METAL DECK - SEE PLAN
CL
WALL SEE ARCH. FOR CLOSURE SEE ARCH. FOR CLOSURE
TYP. ARCHITECT
JOIST - SEE PLAN JOIST - SEE PLAN (TYP.) JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
8" CMU WITH TYP. CONTACT: MATT SUTHERLAND
#5@32 VERT. 3/16 1 1/2 T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

2" MIN.
2" NIM.

GAP
#5@24"O.C. DWLS.

GAP
USING ADHESIVE STRUCTURAL ENGINEER
ANCHOR SYSTEM BEAM OR JOIST - ALPER AUDI INC.
SEE PLAN (TYP.) 1804 BORMAN CIRCLE DRIVE
CONT. BOND BEAM ST. LOUIS, MO 63146
WITH (2) #5 CONT. ANGLE 3X3X1/4 ANGLE 3X3X1/4 @ 48"O.C. (AT CONTACT: STEVE EHRETT
@ 48"O.C. JOIST - PLACE AT PANEL POINT) T: 314-432-8600
NOTCH WALL AT JOISTS (TYP.) E: STEVE.EHRETT@ALPERAUDI.COM
SLAB - SEE PLAN 3/16 ANGLE 3X3X1/4 KICKER ANGLE 4X4X1/4 X 8" LG. @ 48"O.C. ANGLE 4X4X1/4
TYP. ANGLE 4X4X1/4 X 5" LG. @ 48"O.C. (TYP.) DO NOT CONNECT TO CMU

1" U.N.O.
MECHANICAL/ELECTRICAL
3/16 @ EACH JOIST - DO TYP. ANGLE 4X4X1/4 X 8" LG. G&W ENGINEERING
PLAN
SEE

NOT CONNECT TO CMU ANGLE 3X3X1/4 @ (2) CONT. BOND BEAMS 1 1/2 @ 48"O.C. EA. SIDE - DO 138 WELDON PARKWAY
48"O.C. CONNECT TO NOT CONNECT TO CMU MARYLAND HEIGHTS, MO 63043
(2) CONT. BOND BEAMS ADJACENT JOIST (TYP.) CMU WALL 1/32" GAP TYP. CONTACT: BRETT ROSSOMANNO
6"

CONT. BOND BEAM T: 314-469-3737

CMU WALL E: BROSSOMANNO@GANDWENGINEERING.COM
(3) #5 CONT.
JOISTS PARALLEL TO PARTITIONS CMU WALL
EQ. EQ. THICKENED SLAB JOISTS PERPENDICULAR TO PARTITIONS OWNER'S REPRESENTATIVE
WHERE NOTED (PARTITIONS TO UNDERSIDE OF DECK) NAVIGATE BUILDING SOLUTIONS
#4 @ 24"O.C. 2'-0" BEAMS PARALLEL TO PARTITIONS 8419 MANCHESTER ROAD
ON PLAN BRENTWOOD, MO 63144
NOTE: SEE ARCHITECTURAL CONTACT: DAVID LOWELL
DRAWINGS FOR LOCATIONS. T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

1 TYPICAL NON-LOAD BEARING PARTITION (BRACED AT TOP) 2 TYPICAL CMU PARTITION BRACING DETAIL 3 TYPICAL CMU PARTITION BRACING DETAIL 4 TYPICAL CMU PARTITION LATERAL BRACING DETAIL
S122 N.T.S. S122 N.T.S. S122 N.T.S. S122 N.T.S.
ENGINEER OF RECORD:

METAL DECK - SEE PLAN METAL DECK - SEE PLAN METAL DECK - SEE PLAN

TYP. TYP. TYP.

3/16 1 1/2 5/16 1 1/2 5/16 1 1/2
STEVEN J. EHRETT E-29025

BEAM OR JOIST - BEAM OR JOIST - BEAM OR JOIST -

1+/-

1+/-

1+/-

1+/-
SEE PLAN SEE PLAN (TYP.) SEE PLAN
1 1 1 1
TYP. ANGLE 4X4X1/4 (AT JOIST - ANGLE 3X3X3/8 ANGLE 3X3X3/8 @ 24"O.C. (AT TYP. ANGLE 4X4X3/8 (AT JOIST -
2 PLACE AT PANEL POINT) (TYP.) @ 24"O.C. JOIST - PLACE AT PANEL POINT) 5/16 2 PLACE AT PANEL POINT) (TYP.)

ANGLE 3X3X1/4 @ ANGLE 4X4X3/8 ANGLE 3X3X3/8 @

1" U.N.O.

1" U.N.O.

1" U.N.O.
EA. BEAM (TYP.) EA. BEAM (TYP.)
TYP. TYP. ANGLE 4X4X3/8 X 8" LG. TYP.
1 1/2 5/16 1 1/2 @ 24"O.C. EA. SIDE - DO 5/16 1 1/2
ANGLE 4X4X1/4 ANGLE 4X4X3/8
@ EA. BEAM NOT CONNECT TO CMU @ EA. BEAM
1/32" GAP TYP. 1/32" GAP TYP. 1/32" GAP TYP.
ANGLE 4X4X1/4 X 8" LG. CONT. BOND BEAM ANGLE 4X4X3/8 X 8" LG.

CITY OF ST. CHARLES POLICE DEPARTMENT

@ EA. BEAM - DO NOT CMU WALL @ EA. BEAM - DO NOT
CMU WALL CONNECT TO CMU CMU WALL CONNECT TO CMU
BEAMS PERPENDICULAR TO PARTITIONS CONT. BOND BEAM BEAMS PARALLEL TO PARTITIONS BEAMS PERPENDICULAR TO PARTITIONS CONT. BOND BEAM

ST. CHARLES, MO 63303

TYPICAL CMU PARTITION LATERAL TYPICAL CMU PARTITION LATERAL

1781 ZUMBEHL ROAD

5 TYPICAL CMU PARTITION LATERAL BRACING DETAIL 6 BRACING DETAIL AT BLAST WALLS 7 BRACING DETAIL AT BLAST WALLS
S122 N.T.S. S122 3/4" = 1'-0" S122 3/4" = 1'-0"

PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 54.00°

PROJECT NO. ISSUED BY:

22055 ALPER AUDI INC.

ISSUED DATE:
10/21/2022 7:32:50 AM

REGARDLESS OF ISSUANCE DESCRIPTION, SHEET TITLE:

STRUCTURAL DRAWINGS ARE NOT
CONSIDERED COMPLETE UNTIL ISSUED FOR TYPICAL MASONRY DETAILS
CONSTRUCTION. STRUCTURAL DRAWINGS
SETS ISSUED PRIOR TO THE CONSTRUCTION
SET ARE A REPRESENTATION OF THE
STRUCTURAL DESIGN AT THE TIME OF
10/21/2022 7:32:50 AM

DRAWING ISSUE AND ARE SUBJECT TO

CHANGE. STRUCTURAL DRAWINGS ISSUED

S122
PRIOR TO CONSTRUCTION AND USED FOR
PRICING OR MATERIAL PURCHASE IS DONE
AT THE USER'S RISK.

Copyright 2020 © JEMA

 BOLTS - SEE JOIST PANEL "A"
SUPPLIER HANGER SHALL BE ATTACHED TO TRAPEZE MEMBER
CENTER OF CL. OF PANEL POINT
WITHIN THIS 1'-0" SPACE DIRECTLY BETWEEN TWO JOIST
CL ROOFING AND INSUL. -
POINT LOAD planning architecture interior design
EQUAL 1'-0" EQUAL JOIST - SEE PLAN
BEAM - SEE PLAN SEE ARCH.

PLATE 1" (MIN.) METAL DECK - SEE PLAN ARCHITECT

JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
JOIST JOIST T: 314-531-7400
MAX. SPACING 12'-6" E: MSUTHERLAND@JEMASTL.COM
HANGERS BY SPRINKLER HANGERS BY SPRINKLER ANGLE 2X2X1/4 EACH
CONTRACTOR, MAX. CONTRACTOR, MAX. JOIST (TYP.) SIDE OF JOIST STRUCTURAL ENGINEER
SPACING 12'-6" SPACING 12'-6" ALPER AUDI INC.
ATTACH AT NEAREST
TRAPEZE AND HANGER BY 1804 BORMAN CIRCLE DRIVE
2 1/2" DIA. MAX. PIPE 2 1/2" DIA. MAX PIPE BOTTOM CHORD ST. LOUIS, MO 63146
SPRINKLER AT JOIST PANEL PANEL POINT T&B
POINTS 1 1/2 CONTACT: STEVE EHRETT
SINGLE HANGER LOADS 50LBS OR LESS NEED NOT BE LOCATED AT JOIST PANEL TRAPEZE SHOULD BE ATTACHED MIN. T: 314-432-8600
POINTS. LOADS OVER 50LBS SHALL BE ATTACHED AT JOIST PANEL POINTS OR SHALL AT JOIST PANEL POINTS E: STEVE.EHRETT@ALPERAUDI.COM
USE JOIST POINT LOAD WEB REINFORCEMENT AS SHOWN IN DETAILS.
5" DIA. OR LARGER LOAD ON TOP CHORD

3"
MECHANICAL/ELECTRICAL
G&W ENGINEERING
DO NOT WELD JOIST STRUT END JOIST @ EA. 2 1/2" DIA. MAX. SPRINKLER PIPES ATTACH AT NEAREST
TOP CHORD PANEL
138 WELDON PARKWAY
BOTTOM CHORDS (TYP.) COLUMN LINE (TYP.) JOIST - SEE PLAN JOIST - SEE PLAN MARYLAND HEIGHTS, MO 63043
POINT CONTACT: BRETT ROSSOMANNO
STABILIZER PLATE 6"X6" (MIN.) T: 314-469-3737
COORDINATE THICKNESS ANGLE 2X2X1/4 EACH E: BROSSOMANNO@GANDWENGINEERING.COM
WITH JOIST SUPPLIER. SHOP SIDE OF JOIST
WELD TO COLUMN (TYP.) OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
COLUMN - SEE PLAN HANGER BY SPRINKLER 8419 MANCHESTER ROAD
JOIST JOIST CONTRACTOR, MAX. BRENTWOOD, MO 63144
SPACING 6'-3", HANGER CONTACT: DAVID LOWELL
HANGERS BY SPRINKLER HANGERS BY SPRINKLER T: 314-517-0935
SHOULD BE ATTACHED
CONTRACTOR, MAX. CONTRACTOR, MAX. E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
AT PANEL POINT CL. OF PANEL
SPACING 12'-6" SPACING 12'-6"
POINT
3" DIA. OR 4" DIA. PIPE 3" DIA. OR 4" DIA. PIPE T&B
PANEL "A"
1 TYPICAL STRUT END JOIST AT COLUMN DETAIL 5" DIA. OR LARGER
1 1/2
MIN.
S131 N.T.S. ECCENTRIC LOAD CONCENTRIC LOAD
HANGERS SHALL BE ATTACHED AT JOIST PANEL POINTS OR SHALL HANGERS SHALL BE ATTACHED AT JOIST PANEL POINTS OR SHALL
USE JOIST POINT LOAD WEB REINFORCEMENT AS SHOWN IN DETAILS. USE JOIST POINT LOAD WEB REINFORCEMENT AS SHOWN IN DETAILS. LOAD ON BOTTOM CHORD LOAD TYPE DEFINED
ENGINEER OF RECORD:
3" DIA. OR 4" DIA. SPRINKLER PIPES 5" DIA. OR LARGER SPRINKLER PIPES NOTES:
1. ANGLE REINFORCEMENT IS REQUIRED FOR "A" GREATER THAN OR EQUAL TO 4" AT
NOTE: ALL POINT LOADS MORE THAN 100LB AND ALL ECCENTRIC LOADS MORE THAN 50LB.
ALL JOIST BRIDGING SHALL BE LOCATED SUCH THAT THE LEADING EDGE OF ANY BRIDGING MEMBER IS A MINIMUM OF 1'-0" (MEASURED HORIZONTALLY) FROM THE
CENTER LINE OF ANY SPRINKLER LOCATED ABOVE THE BOTTOM CHORD OF BAR JOISTS. COORDINATE EXACT LOCATIONS OF BRIDGING WITH THE DIMENSIONAL 2. NO POINT LOADS GREATER THAN 200LB SHALL BE APPLIED TO JOISTS UNLESS
INFORMATION SHOWN ON THE AUTOMATIC SPRINKLER CONSTRUCTION DRAWINGS. NO VARIATION FROM THIS MINIMUM CLEARANCE WILL BE PERMITTED. SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS.

3. THE TOTAL OF ALL HANGING LOADS WITHIN A JOIST PANEL CANNOT EXCEED 200LB
UNLESS SPECIFICALLY INDICATED ON STRUCTURAL DRAWINGS.

STEVEN J. EHRETT E-29025

2 TYPICAL SPRINKLER PIPE HANGER DETAILS 3 TYPICAL JOIST POINT LOAD WEB REINFORCEMENT DETAILS
S131 N.T.S. S131 N.T.S.

BEAM CONNECTION SCHEDULE

TYP. BEAM SIZE MINIMUM NUMBER OF ROWS OF 3/4"
DIA. A-325N BOLTS (U.N.O.)
W8 AND W10 2
JOIST TOP CHORD

CITY OF ST. CHARLES POLICE DEPARTMENT

SHOP W12 AND W14 3
WELD
W16 4
SEE PLAN
SECTION A-A W18 5
SEE PLAN
W21 6

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
ROOF CURB CONT. ANGLE 6X4X5/16 W24, W27 7
CONT. SOLID UNDER ROOF CURB -
JOIST RTU COPE VERT. LEG AT JOIST
BEAM OR JOIST - SEE PLAN

BEAM OR JOIST - SEE PLAN

L3X3X1/4 HARDWOOD BLOCKING W30 8

4"

ROOF DECK 6" LONG HARDWOOD

L6X4X5/16 (LLV) BLOCKING UNDER RTU W33, W36 9
ADD (2) ANGLE CURB
L3X3X1/4

L3X3X1/4

ON PLAN IS TO INSIDE
DIMENSION SHOWN
L6X4X5/16 (LLV)

2X2X1/4 TO BOT.
L6X4X5/16 (LLV)

A A CHORD PANEL POINT NUT AND WASHER

SEE MECH.

6'-0" MAX.

AND WELD TO TOP TOP AND BOT. NUMBER OF

CHORD ROWS OF BOLTS
(2) ANGLE 3X3X1/4 TO
SUPPORT SUSPENDED
L3X3X1/4 HOODS AND EQUIP.
SEE MECH.

BEAM OR JOIST HANGER ROD

L6X4X5/16 (LLV) 6"
NO ADDITIONAL
LOAD TO JOISTS NOTE:
ANGLE 6X4 CURB SUPPORT DOES NOT FALL AT
NOTE: SHOP FABRICATE TOP CHORD PANEL POINT, ADD ANGLE 2X2 AS
FRAMING FOR OTHER (2) ANGLES 5/16" (MIN.
TWO FRAMES AT EACH LOW POINT FRAME SHOWN.
MECHANICAL ROOF OPENINGS, THK.) OR SHEAR TAB
ROOF HATCH, AND SCUTTLES
SIMILAR. BEAM - SEE PLAN

TYPICAL FRAME FOR

4 ROOF DRAIN AND OVERFLOW DETAIL 5 TYPICAL RTU ROOF FRAMING DETAIL 6 TYPICAL ROOF TOP UNITS DETAIL 7 TYPICAL BOLTS PER CONNECTION DETAIL
S131 N.T.S. S131 N.T.S. S131 N.T.S. S131 N.T.S.

PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 54.00°

PROJECT NO. ISSUED BY:

22055 ALPER AUDI INC.

ISSUED DATE:
10/21/2022 7:32:50 AM

REGARDLESS OF ISSUANCE DESCRIPTION, SHEET TITLE:

STRUCTURAL DRAWINGS ARE NOT
CONSIDERED COMPLETE UNTIL ISSUED FOR TYPICAL STEEL DETAILS
CONSTRUCTION. STRUCTURAL DRAWINGS
SETS ISSUED PRIOR TO THE CONSTRUCTION
SET ARE A REPRESENTATION OF THE
STRUCTURAL DESIGN AT THE TIME OF
10/21/2022 7:32:50 AM

DRAWING ISSUE AND ARE SUBJECT TO

CHANGE. STRUCTURAL DRAWINGS ISSUED

S131
PRIOR TO CONSTRUCTION AND USED FOR
PRICING OR MATERIAL PURCHASE IS DONE
AT THE USER'S RISK.

Copyright 2020 © JEMA

 planning architecture interior design
A B C D E F
ARCHITECT
JEMA
85'-8 3/4" 2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
7 5/8" 3'-4 3/4" 12'-0 1/4" 2'-9" 16'-7" 7'-6" 20'-6" 21'-8 1/2" 7 5/8" T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

STRUCTURAL ENGINEER
ALPER AUDI INC.
1804 BORMAN CIRCLE DRIVE
ST. LOUIS, MO 63146
CONTACT: STEVE EHRETT
T: 314-432-8600
E: STEVE.EHRETT@ALPERAUDI.COM

MECHANICAL/ELECTRICAL
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
1 2 CONTACT: BRETT ROSSOMANNO
S301 S301 T: 314-469-3737
CONT FTG 24"x28"
E: BROSSOMANNO@GANDWENGINEERING.COM

7 5/8"
TF 98'-8"
OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
1
CONTACT: DAVID LOWELL
S301 T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

8" CMU WALL

(TYP.)

23'-7 1/2"
24"x12" THICKENED
SLAB SEE 1/S122
(TYP. @ INT. CMU
WALLS)
ENGINEER OF RECORD:

F6-0A
TF 99'-4"
7 C1
CONT FTG 24"x28"
7 TF 98'-8"

62'-9 43/128"
S301

CONT FTG 24"x28"

GB 24"x28"
2

TGB 99'-4"
TF 98'-8" STEVEN J. EHRETT E-29025
S301

25'-0"
1
S301

CL FTG.
F6-0B

CL FTG.
2'-6"
F4-0A

1'-6"
TF 99'-4"
C2 TF 99'-0"
C4
6

.
FTG
T OF
BO

CITY OF ST. CHARLES POLICE DEPARTMENT

SEE NOTE 7

STEP
3

18'-2 3/4"
4

10
S301

5
S301

.0 0
CONT. FTG. 24"x24"

°
TF 99'-4"
F4-0A
GB 24"x16/28" F4-0A
TF 99'-4"

ST. CHARLES, MO 63303

4'-5 1/4"
TGB 99'-4" GB 24"x16" TF 99'-4"

1781 ZUMBEHL ROAD

C3 TGB 99'-4" C3
5
5
19'-10 8
3/4" S301
4 6 S301

P.
S301

6'-2 3/4"

TY
3'-2 1/2"
CL FTG.
1'-4"
1'-6"

3'-2 1/2"
3 CL FTG.
F5-0A
TF99'-4"
F4-0A
TF 99'-4" CL FTG.
C3 C3 F4-0A
TF 99'-4"
2 C3

5'-2 1/4"
CL FTG.
1"
1

2'-9 3/4"
6"
CL FTG.
CL FTG.

2'-5"

CL FTG.

1 FOUNDATION PLAN
S201 1/8" = 1'-0"
NORTH PERMIT SET
FOUNDATION NOTES:
FOOTING SCHEDULE 10/21/2022
1. SEE SHEET SERIES S1XX FOR GENERAL NOTES AND TYPICAL DETAILS.
MARK WIDTH LENGTH THICKNESS REINFORCING EACH WAY BOTTOM UNO REMARKS REVISIONS
2. FINISH FLOOR ELEVATION = 100'-0" (U.S.G.S. DATUM = 553.24'). F4-0A 4'-0" 4'-0" 2'-4" (5) #5, T&B
NO. DATE DESCRIPTION
F5-0A 3'-0" 5'-0" 2'-4" #5 @ 12"O.C., T&B
3. SLAB CONSTRUCTION: 6" NORMAL WEIGHT CONCRETE SLAB ON GRADE ON 15
F6-0A 6'-0" 6'-0" 2'-4" (7) #5, T&B
MIL. VAPOR RETARDER ON 6" MINIMUM COMPACTED GRANULAR FILL.
REINFORCE SLAB WITH ONE LAYER 6X6-W2.9 X W2.9 W.W.F. CENTERED IN SLAB. F6-0B 4'-0" 6'-0" 2'-4" #5 @ 12"O.C., T&B

4. "TF" NOTED ON PLAN INDICATES TOP OF FOOTING ELEVATION.

5. "TC" NOTED ON PLAN INDICATES TOP OF CONCRETE ELEVATION. COLUMN SCHEDULE

6. "TW" NOTED ON PLAN INDICATES TOP OF WALL ELEVATION.
MARK COLUMN SIZE BASE PLATE SIZE (txwxd)
7. STEP TOP 1'-4" OF FOOTING OVER THE EXISTING FOOTING AND DOWEL TO EXIST
WITH #4 X 2'-6" @ 12"O.C. ANCHOR WITH HILTI HY200 (6" EMBED). C1 HSS 6X6X1/4 3/4x12x12

C2 HSS 4X4X5/16 3/4x6x10

C3 HSS 4X4X1/4 3/4x10x10

CL C4 HSS 4X4X1/4 3/4x6x10

FINISH COLUMN

"D" FOOTING WIDTH

EQ. EQ. FOOTING DEPTH

NUT AND WASHER PER AISC
PLAN NORTH 90.00°
1 1/2" TYP.

4" PROJ. @ 3/4" DIA. ROD CONT. FTG. XX"xXX"

1 1/2" TYP.
"T"

TRUE NORTH 54.00°

TF XX'-X"
5 9/ 16"

BASE PL T/CONC.
PROJECT NO. ISSUED BY:
TOP OF FOOTING
1" GROUT

22055 ALPER AUDI INC.

GRADE BEAM WIDTH FOOTING MARK - SEE ELEVATION
ISSUED DATE:
1' - 0 3/ 16"
EQ. EQ.

5/16 9" EMBED. @ 3/4" DIA. ROD FOOTING SCHEDULE 10/21/2022 7:32:51 AM
GRADE BEAM DEPTH
"W"

CL FX-X REGARDLESS OF ISSUANCE DESCRIPTION, SHEET TITLE:

GB XX"xXX" TF XX'-X" STRUCTURAL DRAWINGS ARE NOT
COL. PER PLAN/SCHED. CONSIDERED COMPLETE UNTIL ISSUED FOR
Cx FOUNDATION PLAN
NUT (TACK WELDED) OR HEADED ROD TOP OF FOOTING CONSTRUCTION. STRUCTURAL DRAWINGS
TGB XX'-X" SETS ISSUED PRIOR TO THE CONSTRUCTION
(4) 3/4" DIA. ANCHOR ELEVATION
RODS F1554 GRADE 36 THREADED RODS SET ARE A REPRESENTATION OF THE
TOP OF GRADE COLUMN MARK - SEE STRUCTURAL DESIGN AT THE TIME OF
10/21/2022 7:32:51 AM

BEAM ELEVATION COLUMN SCHEDULE DRAWING ISSUE AND ARE SUBJECT TO

A TYPICAL BASE PLATE DETAIL 2 TYPICAL ANCHOR ROD DETAIL CHANGE. STRUCTURAL DRAWINGS ISSUED
TYPICAL GRADE BEAM DESIGNATION TYPICAL FOOTING DESIGNATION
S201
PRIOR TO CONSTRUCTION AND USED FOR
S201 3/4" = 1'-0" S201 3/4" = 1'-0"
PRICING OR MATERIAL PURCHASE IS DONE
AT THE USER'S RISK.

Copyright 2020 © JEMA

 planning architecture interior design
A B C D E F
ARCHITECT
JEMA
85'-8 3/4" 2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
7 5/8" 3'-4 3/4" 12'-0 1/4" 2'-9" 16'-7" 7'-6" 20'-6" 21'-8 1/2" 7 5/8" T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

STRUCTURAL ENGINEER
ALPER AUDI INC.
1804 BORMAN CIRCLE DRIVE
ST. LOUIS, MO 63146
CONTACT: STEVE EHRETT

BMD 112'-11 7/8"

BMD 112'-11 3/4"

BMD 113'-10 3/8"
T: 314-432-8600
E: STEVE.EHRETT@ALPERAUDI.COM

MECHANICAL/ELECTRICAL
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
2 3 CONTACT: BRETT ROSSOMANNO
S401 S401 T: 314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

L5 OWNER'S REPRESENTATIVE

7 5/8"
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
32LH07 SP 32LH09 SP CONTACT: DAVID LOWELL

5 SPA. @ 4'-8 11/16" = 23'-7 1/2"

T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
1
32LH07 SP 32LH09 SP S401

W21X44
23'-7 1/2"

(-5")
32LH07 SP 32LH09 SP

5'-0" 5'-0"
10 PSF 10 PSF ENGINEER OF RECORD:
32LH07 SP 32LH09 SP

6
32LH07 SP S401 32LH09 SP
7
SLOPE DOWN SLOPE DOWN

1K
32LH07 SP 32LH09 SP

62'-9 5/16"
RTU-1

5 SPA. @ 5'-0" = 25'-0"

MAX WT.

2K
1.
32LH07 SP = 3000# 32LH09 SP

L5
STEVEN J. EHRETT E-29025

W21X44
25'-0"

(-5")

2K
1.
32LH07 SP 32LH09 SP

1K
S401 32LH07 SP 32LH09 SP

WT6X20
12
30K8 SP S401 W18X40 W14X22
6

4" E.O.A.
5'-8"
4" E.O.A.
30K8 SP 4

CITY OF ST. CHARLES POLICE DEPARTMENT

5 S401

18'-2 3/4"
SEE NOTE 10

5'-8"
10
S401

BMD 113'-8 5/8"

5
BMD

.0 0
110'- 30K8 SP

W16X26
°
@ LO 11 1 /
2"
W RO 10
OF

5'-8"
S401 BMD 113'-4 1/2"

ST. CHARLES, MO 63303

4 3/8" E.O.A. 16K2

1781 ZUMBEHL ROAD

5

14
4'-5 1/4"
W 14X

5'-8"
W 12X N
22

14
W 12X
W12X19

W
14
W 12X
E DO

14
9
4

14
W 12X
S401

W 12X
SLOP
6'-2 3/4"
BMD

19
7
111'-4

3'-2 1/2"

19
W 12X
@ LO 5/
W RO 8 "

BMD 113'-8 5/8"

S401

W 12X
3

19
OF

W 12X

19

W12X19
W 12X

W 12X
19 11

/16"
S401
2

7
W 14X

5'-2 1/4"

14'-1
22
8 4" E.O.A.
3'-10"
3 SPA S401 BMD 113'-3 3/4"
1 .@3
'-6 1/

"
.
4 5 /8
4"

E.O.A
= 11'-
0 3 /1 6
" 4 SPA
1'-10 .@5
3 /4" '-0" =
20 '-0"

1 ROOF FRAMING PLAN

S211 1/8" = 1'-0"
NORTH PERMIT SET
FRAMING NOTES:
10/21/2022
1. SEE SHEET SERIES S1XX FOR GENERAL NOTES AND TYPICAL DETAILS. 10. PROVIDE CJP MITER AT SLOPE CHANGE.
REVISIONS
2. SEE SHEET S201 FOR COLUMN SCHEDULE.
NO. DATE DESCRIPTION
3. SEE TYPICAL BEAM DESIGNATION FOR MOMENT CONNECTION SYMBOL.
EXTENT OF SNOW DRIFT
4. ROOF CONSTRUCTION: 1 1/2" X 20 GAUGE WIDE RIB PAINTED METAL DECK OVER
STEEL FRAMING. WELD METAL DECK TO ALL SUPPORTING STEEL WITH 5/8" DIA. SEE FRAMING PLAN
PUDDLE WELDS IN A 36/7 PATTERN. SIDE LAP OF METAL DECK TO BE ATTACHED
WITH (5) #10 SELF-DRILLING SCREWS FOR SPANS MORE THAN 3'-0" LONG. EDGE MAXIMUM SNOW DRIFT
WELDS OF METAL DECK TO BE @ 6"O.C. MAXIMUM (U.N.O.). LOAD - SEE SHADED AREA
ON FRAMING PLAN (PSF.)
5. ROOF JOISTS:

A. DESIGN ROOF JOISTS FOR A NET UPLIFT OF 15 PSF OVER THE ENTIRE ROOF
AND A NET WIND UPLIFT OF 20 PSF OVER A 6'-0" WIDE STRIP AROUND UNIFORM (TL/LL) - SEE
PERIMETER. FRAMING PLAN (PSF.)
B. STRUT JOIST TO OCCUR ON ALL COLUMN CENTER LINES UNLESS NOTED
OTHERWISE. SEE TYPICAL DETAILS. TYPICAL SNOW DRIFT LOADING DIAGRAM
C. PROVIDE HORIZONTAL JOIST BRIDGING SPACED PER LATEST S.J.I. (U.N.O.).
D. ALL JOIST BRIDGING SHALL BE LOCATED SUCH THAT THE LEADING EDGE OF
ANY BRIDGING MEMBER IS A MINIMUM OF 1'-0" (MEASURED HORIZONTALLY)
FROM THE CENTER LINE OF ANY SPRINKLER LOCATED ABOVE THE BOTTOM NUMBER OF SHEAR BEAM CAMBER
CHORD OF THE JOISTS. COORDINATE EXACT LOCATIONS OF BRIDGING WITH CONNECTORS BEAM REACTION
THE DIMENSIONS SHOWN ON THE AUTOMATIC SPRINKLER DRAWINGS. NO BEAM SIZE EACH END
VARIATION FROM THIS MINIMUM CLEARANCE ALLOWED.
E. DESIGN JOIST ENDS FOR A ROLL OVER FORCE OF 1.25K (1.0 WIND) AND 0.625K W24X55 [45] C=1 1/2" 25K
(1.0 SEISMIC) EACH ALONG EXTERIOR MASONRY WALLS. PLAN NORTH 90.00°
TRUE NORTH 45.00°
6. BEAM CONNECTIONS SHALL BE DESIGNED TO TRANSFER AXIAL LOADS NOTED MOMENT
"P=__K" ON PLAN. CONNECTION
PROJECT NO. ISSUED BY:

7. COORDINATE FINAL ROOF TOP MECHANICAL LOCATIONS, SIZES, AND WEIGHTS

TYPICAL BEAM DESIGNATION 22055 ALPER AUDI INC.
ISSUED DATE:
WITH STRUCTURAL ENGINEER BEFORE FABRICATION OF ROOF MEMBERS. SEE 10/21/2022 7:32:52 AM
TYPICAL DETAILS.
UNIFORM TL REGARDLESS OF ISSUANCE DESCRIPTION, SHEET TITLE:
STRUCTURAL DRAWINGS ARE NOT
8. MECHANICAL UNITS SHOWN ON PLAN WITHOUT WEIGHTS, WEIGH LESS THAN
NON-UNIFORM LEAD UNIFORM LL CONSIDERED COMPLETE UNTIL ISSUED FOR ROOF FRAMING PLAN
250 LBS., PROVIDE ANGLE FRAME PER TYPICAL DETAILS.
DESIGN REQUIRED CONSTRUCTION. STRUCTURAL DRAWINGS
I MIN. INCH (4) WHERE SETS ISSUED PRIOR TO THE CONSTRUCTION
9. "BMD" NOTED ON PLAN INDICATES BOTTOM OF METAL DECK ELEVATION. JOIST DEPTH NOTED ON PLAN SET ARE A REPRESENTATION OF THE
STRUCTURAL DESIGN AT THE TIME OF
10/21/2022 7:32:52 AM

28K SP (250/150) I=XXX DRAWING ISSUE AND ARE SUBJECT TO

CHANGE. STRUCTURAL DRAWINGS ISSUED

S211
PRIOR TO CONSTRUCTION AND USED FOR
TYPICAL JOIST DESIGNATION PRICING OR MATERIAL PURCHASE IS DONE
AT THE USER'S RISK.

Copyright 2020 © JEMA

 CL CL
WALL WALL

3 5/8" METAL
8" CMU WALL - STUD planning architecture interior design
SEE SCHEDULE
EXTERIOR - DOWELS TO WALL BEYOND DEMO EXIST. ARCHITECT
SEE ARCH. MATCH VERTS. STRUCTURE FOR JEMA
EXIST. NEW OPENING 2823 OLIVE ST.
#5 CONT. #5 CONT. ST. LOUIS, MO 63103
STRUCTURE #5 CONT. CONTACT: MATT SUTHERLAND
2'-0" 2'-0"
#5 @ 24"O.C., GROUT SOLID #5 @ 24"O.C., 2'-0" T: 314-531-7400

2'-0"

2'-0"

1'-6"
GROUT SOLID TIE TO BARS BELOW GRADE TIE TO BARS #5 @ 18"O.C. E: MSUTHERLAND@JEMASTL.COM
BELOW GRADE
SLAB - SEE PLAN PAVEMENT - SLAB - SEE PLAN SLAB - SEE PLAN SLAB - SEE PLAN

8" V.I.F.
STRUCTURAL ENGINEER
GRADE - SEE CIVIL SEE CIVIL ALPER AUDI INC.
FIN. FLR. EL. FIN. FLR. EL. FIN. FLR. EL. FIN. FLR. EL. 1804 BORMAN CIRCLE DRIVE
ST. LOUIS, MO 63146
SEE PLAN SEE PLAN SEE PLAN SEE PLAN CONTACT: STEVE EHRETT
T: 314-432-8600
E: STEVE.EHRETT@ALPERAUDI.COM

6" V.I.F. MECHANICAL/ELECTRICAL

T/FTG. T/FTG. G&W ENGINEERING
SEE PLAN SEE PLAN 138 WELDON PARKWAY
1/2" COMPRESSIBLE
MARYLAND HEIGHTS, MO 63043

2'-6" MIN.
FILLER CONTACT: BRETT ROSSOMANNO
#5 DOWEL X 2'-0" LG. #5 DOWEL X 2'-0" LG.
T: 314-469-3737

SEE PLAN
W/ HILTI HY200 W/ HILTI HY200 E: BROSSOMANNO@GANDWENGINEERING.COM
EPOXY ADHESIVE @ EPOXY ADHESIVE @
24"O.C. (9" EMBED) 24"O.C. (9" EMBED) OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
EXIST. STRUCTURE 8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
#4 TIES @ 16"O.C. #4 TIES @ 16"O.C. CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
(3) #5 CONT. T&B SEE DETAIL 5/S111 (3) #5 CONT. T&B
FOOTING - SEE PLAN EQ. EQ. FOR FROST HEAVE EQ. EQ.
PREVENTION DETAIL
SEE PLAN SEE PLAN
FOOTING - SEE PLAN

1 SECTION 2 SECTION 3 SECTION 4 SECTION ENGINEER OF RECORD:

S301 3/4" = 1'-0" S301 3/4" = 1'-0" S301 3/4" = 1'-0" S301 3/4" = 1'-0"

CL
WALL CL COL.

8" CMU WALL -

EXTERIOR - SEE SCHEDULE
SEE ARCH. CURTAIN WALL -
DOWELS TO SEE ARCH. D STEVEN J. EHRETT E-29025
MATCH VERTS. CL FTG.
#5 CONT. #5 CONT. SEE PLAN
GROUT SOLID
#5 @ 24"O.C.,
2'-0"
#5 @ 24"O.C.,
2'-0" CL

2'-0"

2'-0"
FIN. FLR.
TIE TO BARS TIE TO BARS (2) #6 CONT, T&B W/
PAVEMENT -
90 DEG. HK'D TOP
SLAB - SEE PLAN SEE CIVIL SLAB - SEE PLAN
SLAB - SEE PLAN BARS @ CANT'L END

FIN. FLR. EL. FIN. FLR. EL. FIN. FLR. EL. FIN. FLR. EL.
SEE PLAN SEE PLAN SEE PLAN SEE PLAN
T/FTG.

1'-4" @ CANT'L
SEE PLAN

1'-4" (MIN.) FV
T/FTG.

AT EXISTING
T/GB

CITY OF ST. CHARLES POLICE DEPARTMENT

SEE PLAN SEE PLAN

1'-4"
SEE PLAN

SEE PLAN

SEE PLAN
(4) #7 TOP W/ 90 DEG.
(2) #6 CONT. W/ 90 DEG. HK ENDS @ SOUTH
HK @ CANT'L END
#4 TIES @ 12"O.C. (SPA.
#4 TIES @ 6"O.C. 6@6"O.C. @ SOUTH)
#4 TIES @ 16"O.C. AT CANT'L END #4 TIES @ 12"O.C. (SPA. 6

ST. CHARLES, MO 63303

(4) #5 X 5'-0" LG., BOT @ STEP @6"O.C. @ CANT'L END)

1781 ZUMBEHL ROAD

(3) #5 CONT. T&B (2) #6 CONT. BOT AT EXIST. FTG. (BEYOND)
EQ. EQ. STEP @ SOUTH
#4 TIES @ 12"O.C. (4) #5 BOT. FOOTING - SEE PLAN
SIDE OF COL. FTG. EQ. EQ. EQ. EQ.
SEE PLAN (2) #6 CONT. BOT GRADE BEAM - SEE PLAN
FOOTING - SEE PLAN SEE PLAN
SEE PLAN

5 SECTION 6 SECTION 7 SECTION 8 SECTION

S301 3/4" = 1'-0" S301 3/4" = 1'-0" S301 3/4" = 1'-0" S301 3/4" = 1'-0"

PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 45.00°

PROJECT NO. ISSUED BY:

22055 ALPER AUDI INC.

ISSUED DATE:
10/21/2022 7:32:53 AM

REGARDLESS OF ISSUANCE DESCRIPTION, SHEET TITLE:

STRUCTURAL DRAWINGS ARE NOT
CONSIDERED COMPLETE UNTIL ISSUED FOR FOUNDATION SECTIONS
CONSTRUCTION. STRUCTURAL DRAWINGS
SETS ISSUED PRIOR TO THE CONSTRUCTION
SET ARE A REPRESENTATION OF THE
STRUCTURAL DESIGN AT THE TIME OF
10/21/2022 7:32:53 AM

DRAWING ISSUE AND ARE SUBJECT TO

CHANGE. STRUCTURAL DRAWINGS ISSUED

S301
PRIOR TO CONSTRUCTION AND USED FOR
PRICING OR MATERIAL PURCHASE IS DONE
AT THE USER'S RISK.

Copyright 2020 © JEMA

 6
5/8" GAP E.O.A. - SEE PLAN
CONT. ANGLE - SEE planning architecture interior design
SECTION 2/S401
CONT. BOND BM. W/ CONT. L4X4X5/16 COPE VERT. LEG CONT. L4X4X5/16
(2) #5 CONT. (TYP.) AT BEAM
ARCHITECT
WELD DECK TO METAL DECK - JEMA
EA. JOIST ANGLE PER PLAN SEE PLAN 2823 OLIVE ST.
3/16 3/16 2-12 ST. LOUIS, MO 63103
CONT. BOND BM. W/ METAL DECK - CONT. BOND BM. W/ CONTACT: MATT SUTHERLAND
METAL DECK - METAL DECK - T: 314-531-7400
SEE PLAN (2) #5 CONT. (TYP.) SEE PLAN (2) #5 CONT. (TYP.) SEE PLAN
BLOCK/GROUT E: MSUTHERLAND@JEMASTL.COM
SOLID JST. POCKET
STRUCTURAL ENGINEER
BLOCK/GROUT ALPER AUDI INC.
SOLID BEAM POCKET 1804 BORMAN CIRCLE DRIVE
VERT. SLIDE ST. LOUIS, MO 63146

2"
EXTERIOR -
CLIP PER CONTACT: STEVE EHRETT
SEE ARCH. 1/4 2 CFS MFR. T: 314-432-8600
E: STEVE.EHRETT@ALPERAUDI.COM
BOND BM. W/
EXIST.
CONT. L6X4X5/16 (LLV) (2) #5 CONT. AT MECHANICAL/ELECTRICAL
STRUCTURE
BEARING PL. 1/2" W/ 1/2" DIA. HILTI KH-EZ BEAM POCKET G&W ENGINEERING
1/2"X6"X8" W/ SCREW ANCHOR OR 138 WELDON PARKWAY
(2) 3/4" DIA. x 5" EQUIVALENT @ 24"O.C. MARYLAND HEIGHTS, MO 63043
MIN. 4 1/4" EMBED BEAM - SEE PLAN CONTACT: BRETT ROSSOMANNO
LG. HD. STUDS
@ EA. JOIST BEARING PL. BEAM - SEE PLAN T: 314-469-3737
(5" GAGE) 8" CMU WALL - 1/2"X6"X8" W/ CFS FRAMING E: BROSSOMANNO@GANDWENGINEERING.COM
SEE SCHED. (2) 3/4" DIA. x 5" PER ARCH.
LG. HD. STUDS OWNER'S REPRESENTATIVE
ROOF JOIST - NAVIGATE BUILDING SOLUTIONS
JOIST - SEE PLAN (5" GAGE)
SEE PLAN 8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
8" CMU WALL - MASONRY WALL - CONTACT: DAVID LOWELL
SEE SCHED. SEE SCHED. T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

1 SECTION 2 SECTION 3 SECTION 4 SECTION

S401 3/4" = 1'-0" S401 3/4" = 1'-0" S401 3/4" = 1'-0" S401 3/4" = 1'-0"

D D ENGINEER OF RECORD:

5/8" GAP E.O.A. - SEE PLAN 5/8" GAP E.O.A. - SEE PLAN
CONT. L4X4X5/16 T&B CONT. L4X4X5/16 T&B
E
HSS5X3X1/4 CONT.
TYP. TYP.
3/16 BETWEEN EA. JOIST 3/16 2-12
METAL DECK -
CFS FRAMING METAL DECK - 3/16 2-12 CFS FRAMING METAL DECK -
PER ARCH. SEE PLAN
SEE PLAN
PER ARCH. SEE PLAN CL
5/8" 4 5/8" STEVEN J. EHRETT E-29025
GAP
CONT. L4X4X5/16 T&B

K
0.25 TYP.
P=± 3/16 2-12
EXIST. EXIST.
STRUCTURE STRUCTURE CFS FRAMING METAL DECK -
L2 1/2x2 1/2x1/4 W/ PER ARCH. SEE PLAN
PL. 3/8" EA. END @
L2 1/2x2 1/2x1/4 W/ 4'-0"O.C. MAX.
PL. 3/8" @ EA. JST. EXIST.
CLIP PER CFS STRUCTURE
TYP. EA. END
CLIP PER CFS MFR. (TYP.) 3/16 1 1/2

CITY OF ST. CHARLES POLICE DEPARTMENT

MFR. (TYP.)
JOIST - SEE PLAN JOIST - SEE PLAN BEAM - SEE PLAN
EA. END
BEAM - SEE PLAN 3/16 1 1/2
BEAM - SEE PLAN
CLIP PER CFS
MFR. (TYP.)
3/16 2-12 BEAM - SEE PLAN

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
5 SECTION 6 SECTION 7 SECTION 8 SECTION
S401 3/4" = 1'-0" S401 3/4" = 1'-0" S401 3/4" = 1'-0" S401 3/4" = 1'-0"

CL
5/8" GAP E.O.A. - SEE PLAN

CONT. L4X4X5/16 T&B

TYP.
D
WELD DECK TO
CL ANGLE PER PLAN 3/16 2-12

METAL DECK -
5/8" GAP E.O.A. - SEE PLAN CONT. BOND BM. W/ METAL DECK - METAL DECK - SEE PLAN
SEE PLAN
(2) #5 CONT. (TYP.) SEE PLAN
CONT. L4X4X5/16 T&B
2"

CONT. L4X4X5/16
TYP.
3/16 2-12

METAL DECK -
SEE PLAN 3/16
CONT. L6X4X5/16 (LLV)
CFS FRAMING W/ 1/2" DIA. HILTI KH-EZ
PER ARCH. SCREW ANCHOR OR BEAM - SEE PLAN
EQUIVALENT @ 24"O.C. BEAM - SEE PLAN
MIN. 4 1/4" EMBED

8" CMU WALL - JOIST - SEE PLAN PERMIT SET

SEE SCHED.
L2 1/2x2 1/2x1/4 W/ BLOCK/GROUT
10/21/2022
CLIP PER CFS
MFR. (TYP.) PL. 3/8" EA. END @ SOLID BEAM POCKET
4'-0"O.C. MAX. E.W. REVISIONS
BEARING PL.
1/2"X6"X8" W/ NO. DATE DESCRIPTION
1/4 2
TYP. EA. END (2) 3/4" DIA. x 5"
3/16 1 1/2 CONT. BOND BM. LG. HD. STUDS
W/ (2) #5 CONT.
BEAM - SEE PLAN
9 SECTION 10 SECTION 11 SECTION 12 SECTION
S401 3/4" = 1'-0" S401 3/4" = 1'-0" S401 3/4" = 1'-0" S401 3/4" = 1'-0"

BB INCREASE
WELD SIZE
1/2" MIN.

S401
ANGLE JNT. 5/16 8 FOR ANY GAP
OVER 1/16"
PLATE
CONT. ANGLE

PL 3/4X3X1'-6" PLAN NORTH 90.00°

2 1/2" MIN. TRUE NORTH 45.00°
CONT. ANGLE
PROJECT NO. ISSUED BY:
TYPICAL ANGLE SPLICE TYPICAL ANGLE SPLICE 22055 ALPER AUDI INC.
ISSUED DATE:
10/21/2022 7:32:55 AM

REGARDLESS OF ISSUANCE DESCRIPTION, SHEET TITLE:

AA ENLARGED DETAIL BB ENLARGED DETAIL STRUCTURAL DRAWINGS ARE NOT

CONSIDERED COMPLETE UNTIL ISSUED FOR
S401 1 1/2" = 1'-0" S401 1 1/2" = 1'-0" FRAMING SECTIONS
CONSTRUCTION. STRUCTURAL DRAWINGS
SETS ISSUED PRIOR TO THE CONSTRUCTION
SET ARE A REPRESENTATION OF THE
STRUCTURAL DESIGN AT THE TIME OF
10/21/2022 7:32:55 AM

DRAWING ISSUE AND ARE SUBJECT TO

CHANGE. STRUCTURAL DRAWINGS ISSUED

S401
PRIOR TO CONSTRUCTION AND USED FOR
PRICING OR MATERIAL PURCHASE IS DONE
AT THE USER'S RISK.

Copyright 2020 © JEMA

 LEGEND
AREA SCHEDULE - BASEMENT (GROSS/NET FLOOR)
LIFE SAFETY LEGEND
(none) NAME AREA OCCUPANCY AREA AREA PER OCC. OCC. LOAD
OCC. LOAD
(ACTUAL) COMMENT
planning architecture interior design
NON-RATED WALL
ACCESSORY STORAGE CIRCULATION (none) 1381 SF
OFFICE AREA (B) BUSINESS [GROSS] 869 SF 100 SF 9
[GROSS] 1 HOUR RATED WALL STORAGE AREA (S-1) ACCESSORY STORAGE [GROSS] 1517 SF 300 SF 6 ARCHITECT
STORAGE AREA (S-1) ACCESSORY STORAGE [GROSS] 1243 SF 300 SF 5 JEMA
2823 OLIVE ST.
BUSINESS [GROSS] STORAGE AREA (S-1)
TOTAL
ACCESSORY STORAGE [GROSS] 198 SF
5208 SF
300 SF 1
21
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
TRAVEL DISTANCE TO E: MSUTHERLAND@JEMASTL.COM
STAIR DOOR: 77'-0"
SYMBOLS AREA SCHEDULE - LEVEL 1 (GROSS/NET FLOOR) STRUCTURAL ENGINEER
STORAGE FE OCC. LOAD
ALPER AUDI STRUCTURAL ENGINEERS
FIRE EXTINGUISHER AND CABINET 1804 BORMAN CIRCLE DRIVE
AREA NAME AREA OCCUPANCY AREA AREA PER OCC. OCC. LOAD (ACTUAL) COMMENT
ST. LOUIS, MO 63146
(S-1) CONTACT: STEVE EHRETT
BREAK (A-3) ASSEMBLY - UNCONCENTRATED 580 SF 15 SF 39 T: 314-432-8600
1517 SF [NET] E: STEVE.EHRETT@ALPERAUDI.COM
EXIT SIGN (VARIOUS CONFIGURATIONS) CIRCULATION (none) 7456 SF 0
CIRCULATION COMMUNITY /TRAINING ASSEMBLY - CONCENTRATED [NET] 987 SF 7 SF 141
ROOM (A-3) MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
1381 SF EGRESS PATH OF TRAVEL G&W ENGINEERING
CONFERENCE (A-3) ASSEMBLY - UNCONCENTRATED 714 SF 15 SF 49 138 WELDON PARKWAY
[NET]
MARYLAND HEIGHTS, MO 63043
STORAGE COURT RM (B) COURT ROOM (NET) 534 SF 40 SF 14 CONTACT: BRETT ROSSOMANNO
AREA OFFICE DETENTION AREA (none) 5303 SF 0 T:314-469-3737
(S-1) AREA (B) SINGLE 36" DOOR EXIT CAPACITY (FACTOR 0.15) = 226 OCC. FITNESS (B) EXERCISE ROOMS [GROSS] 3381 SF 50 SF 68 E: BROSSOMANNO@GANDWENGINEERING.COM
STORAGE
AREA GALLERY (A-3) ASSEMBLY - UNCONCENTRATED 720 SF 15 SF 49
1243 SF 869 SF [NET]
(S-1) LOCKER ROOM (B) LOCKER ROOMS [GROSS] 3316 SF 50 SF 67
OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
198 SF PAIR 36" DOORS EXIT CAPACITY (FACTOR 0.15) = 453 OFFICE (B) BUSINESS [GROSS] 11794 SF 100 SF 122 8419 MANCHESTER ROAD
OCC. STORAGE AREA (S-1) ACCESSORY STORAGE [GROSS] 7944 SF 300 SF 31 BRENTWOOD, MO 63144
TRAVEL DISTANCE TO TOTAL 42729 SF 580 CONTACT: DAVID LOWELL
STAIR DOOR: 68'-0" T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

1 BASEMENT AREA SCHEDULE - LEVEL 2 (GROSS/NET FLOOR)

A003 1/16" = 1'-0" OCC. LOAD
NAME AREA OCCUPANCY AREA AREA PER OCC. OCC. LOAD (ACTUAL) COMMENT

BREAK (A-3) ASSEMBLY - UNCONCENTRATED 238 SF 15 SF 16 ARCHITECT OF RECORD:

[NET]
CIRCULATION (none) 3704 SF 0
CONFERENCE (A-3) ASSEMBLY - UNCONCENTRATED 1053 SF 15 SF 71
[NET]
OFFICE (B) BUSINESS [GROSS] 3901 SF 100 SF 40
OFFICE AREA (B) BUSINESS [GROSS] 4524 SF 100 SF 46
STORAGE AREA (S-1) ACCESSORY STORAGE [GROSS] 1487 SF 300 SF 6
LEGEND TOTAL 14907 SF 180

(none)
JOHN EDWARD MUELLER
MO ARCHITECTURAL LICENSE A2010039774
ACCESSORY STORAGE MO CERTIFICATE OF AUTHORITY A2014008380

[GROSS]
ASSEMBLY - CONCENTRATED
[NET]
ASSEMBLY -
UNCONCENTRATED [NET]

CITY OF ST. CHARLES POLICE DEPARTMENT

BUSINESS [GROSS]
COURT ROOM (NET)
EXERCISE ROOMS [GROSS]

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
LOCKER ROOMS [GROSS]
STORAGE
AREA
(S-1) LEGEND
5289 SF
DETENTION
U7
U 12 U 11 U 11 U 11

AREA (none)
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U9

U 11
U 11
U7

U7

DETENTION AREA
U 12 U 11 U 11

5303 SF
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U9

U 11

U 12 U 11 U 11

OUTSIDE SCOPE. ACCESSORY STORAGE

U7

U7

U 11

BIO
U 14

U 11
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

1B53

NO EFFECT ON LIFE
U2

U 12 U 11 U 11

[GROSS]
U7

U 12 U 11 U 11

SAFETY.
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

FIREARMS VAULT
U 11

1B55 1B55
U7

1B53
U 12 U 11 U 11 15"
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

ASSEMBLY -
U9
U4

1B52
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

ARMORY EQUIP STOR

1B11
11
U7

U9

UNCONCENTRATED [NET]
U7

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
U7

U9

1B11
U7

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
U7

U9

BUSINESS [GROSS]
ARMORY
U7

1B10
1B10B
TRAVEL DISTANCE COURT
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
U7

U9

TO EXIT: 130'-0" RM (B)

U7

1B10A
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U6
U7

534 SF
U7

U 13

GUN CLEANING
U7

1B09
U7

COMMON STORAGE
U 13
U7

AREA
U7

PATH OF 1B04
STORAGE
TRAVEL TRAVEL DISTANCE
U7

(S-1) AREA
U7

DISTANCE: TO EXIT: 107'-0"

BREAK STORAGE (S-1)
U7

DW

98'-0" 5289 SF
U7

(A-3) OFFICE AREA TRAVEL DISTANCE TO

206 SF
U7

(B) (S-1) GALLERY

U7

580 SF STORAGE STAIR DOOR: 98'-0"

294 EXIT LOAD 256 SF AREA (A-3)
622 SF
/450 CAPACITY OFFICE 720 SF
(S-1)
(B) PERMIT SET
CIRCULATION 841 SF
3254 SF
4963 SF OFFICE 10/21/2022
(B)
2140 SF REVISIONS
OFFICE NO. DATE DESCRIPTION
AREA (B)
4524 SF

CIRCULATION
OFFICE 2493 SF
(B)
OFFICE
297 SF OFFICE
(B)
(B) CONFERENCE UP CIRCULATION UP
2498 SF (A-3)
353 SF 3704 SF
305 SF 297 EXIT LOAD
/450 CAPACITY OFFICE
SF
EL ST ST ER EL ST ST INT ST ER

BREAK
ER

SF
SF

R1 R1 R1 R1 R1 R1

(B)
R1
ST

55' - 11 5/8" (A-3)

R1

STORAGE LOCKER STORAGE

INT

STORAGE 179 SF
R1
ST

AREA ROOM (B) AREA 238 SF

R1
ST

AREA CONFERENCE
R1
ST

(S-1) (S-1) DW
798 SF
R1
INT

OFFICE (S-1) (A-3)

R1
INT

209 SF 185 SF
R1

STORAGE
INT

(B) 1280 SF 682 SF

OFFICE CONFERENCE
R1
ST

EL ST ST ST INT INT INT ST ST ST INT ST ER

CONFERENCE AREA
R1
ST
SF

SF

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1

FITNESS (B) (A-3) 179 SF (A-3)

R1
ST

(S-1)
EL

SF

(B) 2206 SF 371 SF

E
409 SF 160 SF
3381 SF
R1 R1 R1 R1 R1 R1 R1 R1 R1 R1

LOCKER PLAN NORTH 90.00°

ER ST INT ST ST INT INT INT ST ST ST EL
EL ST ST ST INT INT INT ST ER EL ST ST ER

R1 R1 R1 R1 R1 R1 R1 R1 R1
E E E

STORAGE
U3

ROOM (B) STORAGE COMMUNITY OFFICE TRUE NORTH 54.00°

U1

AREA
/TRAINING (B)
U1

U1

R1 R1 R1 R1 R1 R1 R1

2518 SF AREA
U1

ER ST INT INT INT ST ST ST EL

E
(S-1) PROJECT NO. ISSUED BY:
U1

U1

ROOM
R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
COPIER

(S-1) 935 SF
U1

ER ST INT ST ST INT INT INT ST ST ST EL

EL ST ST ST INT INT INT ST ST INT ST ER

21-1540.06
82

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1

312 SF
EL ST ST ST INT INT INT ST ST INT ST ER

E
U1

U1

(A-3)
'-

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
U3

E
7"

175 SF ISSUED DATE:

10/21/2022 4:09:05 PM
987 SF
LATERAL
FILES

OFFICE
E

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 E E

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
SHEET TITLE:
OFFICE
ER ST INT ST ST INT INT INT ST ST ST EL
EL ST ST ST INT INT INT ST ST INT ST ER

ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST ST ST EL

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
E

(B)
(B)
2786 SF LIFE SAFETY PLAN & INFO
R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
E

STORAGE 612 SF
ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT INT INT ST ST ST EL

AREA
TRAVEL DISTANCE TRAVEL DISTANCE TRAVEL DISTANCE (S-1) COMMON PATH OF TRAVEL DISTANCE TO TRAVEL DISTANCE TO
TO EXIT: 123'-0" TO EXIT: 104'-0" TO EXIT: 109'-0" TRAVEL DISTANCE: STAIR DOOR: 105'-0" STAIR DOOR: 114'-0"
151 SF 83'-0" 33 EXIT LOAD
/225 CAPACITY
1ST FLOOR LIFE SAFETY CODE PLAN 2ND FLOOR LIFE SAFETY CODE PLAN
A003
2 3
A003 1/16" = 1'-0" A003 1/16" = 1'-0"

Copyright 2022 © JEMA

 GENERAL NOTES: SITE PLAN

1. PAVEMENT JOINT PATTERN BY ARCH. REFER TO ARCH. DWGS.

planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

550
CO STRUCTURAL ENGINEER
554 E SITE BENCHMARK ALPER AUDI STRUCTURAL ENGINEERS
CURB INLET 549 LIN UTILITY 5 "X" IN BOX ON NOSE OF 1804 BORMAN CIRCLE DRIVE
IRRIGATION EE

2
54
TP
72" CHAIN

54
555 TOP=549.62 72" CHAIN VAULT TR VAULT
CONCRETE ISLAND
ST. LOUIS, MO 63146
LINK FENCE 5 50 WV CONTACT: STEVE EHRETT
556 FL=544.47 LINK FENCE 54
ELEV.=548.50 (NAVD88) T: 314-432-8600
TREE L 5
54
2
INE 551 E: STEVE.EHRETT@ALPERAUDI.COM
557
18" RCP 18" RCP
551

36.05'
CONC. CURB CONC. CURB MECHANICAL/ELECTRICAL/PLUMBING ENGINEER

36.05'
CO G&W ENGINEERING
CURB INLET

544
138 WELDON PARKWAY

54

543
0 MARYLAND HEIGHTS, MO 63043

9
55 TOP=550.15

550
55
1 BM
55 CONTACT: BRETT ROSSOMANNO

55

0
FL=542.20

552
T:314-469-3737

1
55
555
6

3 E: BROSSOMANNO@GANDWENGINEERING.COM
55

CONCRETE

1
CONC. CURB

55
ICV GREASE W
WV IC
OWNER'S REPRESENTATIVE
557

ELC V ICV
V
DS DS DS

H
PITS NAVIGATE BUILDING SOLUTIONS
557

HY 551
109.67'

D
YD
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144

54
1 STORY HEAVY DUTY

7
CONTACT: DAVID LOWELL
CAGED CONCRETE 3
BRICK BUILDING EX. CONC.
PAVEMENT
552 54 T: 314-517-0935
AREA CURB (U.I.P.)
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
(GARAGE) CHAIN
EDGE OF
PAVEMENT

18" RCP
FF@TRENCHDRAIN LINK FENCE EX. CONC.
CURB (U.I.P.)

VACUUM FF=552.63
=552.39
55 CLEANER 109.67' 553
55

1 B
R
4

GMTR

CONC. CURB
U
PROPERTY N/F C 54
ARCHITECT OF RECORD:
CONC. CURB . 8
CONC. CURB

552.34± 552.36± 552.39± 552

552
C
CITY OF SAINT CHARLES, MISSOURI 552.38±
N

28.09'
CONCRETE PAD
EDGE OF
PAVEMENT
OVERHEAD INTERCOM O (U.I.P.)

D.B. 2487 PG. 1490 1 DO WE NEED TO DO A JOINT

OVERHEAD 72" WOOD C
DOOR CONCRETE

RB
STORM M.H. PATTERN ON THIS NEW CONCRETE?

CONC. CURB
HEAVY TOP=551.15
552 DOOR FENCE FOR

27.00'
DUTY

CONC. CURB
FL=545.60± HEAVY DUTY

U
DOUBLE CURB INLET
ASPHALT CONCRETE 2

C
PAVEMENT 55

OVERHEAD TRASH ENC.

551
EDGE OF 552.10±

.
TOP=551.55

C
PAVEMENT

DOOR 4

N
12"
14.58' 54

552
BARRIER

DROP (SE)=547.80
R.C.P.

O
CURB
552.20

C
55

CONC. WALK
551.70

TESTHOLE

1
FL=545.75

553
ICV FLin= RELOCATED

"B-2" GAS SERVICE

54
1

C
9

CONC.NCCURB
EL.=552.98 8.3
EX. CONC.

O
6"
CURB (U.I.P.)
555

N
0'

C
.
PV

C
JOHN EDWARD MUELLER

545
C
O
POWER

U
MO ARCHITECTURAL LICENSE A2010039774
PUBLIC

R
B GENERATOR
552.42±
MO CERTIFICATE OF AUTHORITY A2014008380

.
TRANSFER

C
GENERATOR

546
NEW

U
PARKING

R
B
4'
15" 552.52± 552.68±

. 3
23
55
11
2

ZUMBEHL ROAD (84' WIDE)

552.58±

ADDITION

55
0
STORM SEWER TO BE RE-ROUTED
554

(SEE PLUMBING DWGS. FOR

552.77± 552.57±
ROUTING THROUGH BLDG. ADDITION)

5
1B10B

54
556

15'W. STORM
CONC. CURB

ET

DRIVE
1 553
SEWER EASEMENT
A101
P.B. 32 PG. 22

CITY OF ST. CHARLES POLICE DEPARTMENT

ELC
ELC

Proposed
T
553

F CO
CO
S 553.24± 553.14±
E EEEE
E E

547
CONC. WALK
EB

TESTHOLE F

GRAYSTONE
S

Building Addition CO
C "B-4" S

548
O

553
26.8 EL.=553.14 55
1
0'

ST. CHARLES, MO 63303

553.05
F
552.68±
8.15' REX

1781 ZUMBEHL ROAD

CONC. CURB
3 ES
55 CR
ES

6
P.B. 23 PG. 111
54
REX

72" CHAIN

549
LINK FENCE
L.A.
CONC. CURB

552
ES
REX CR
55

ES

550
ES
7

REX

REX
ES
CR
F F
S S
55

F
5

CONC. WALK
CONC. CURB

547
S FF
ST
S
F CR

F
F
554

T
SIGN

POLICE DEPARTMENT
F CR

CR
CONC. CURB

S ES F
10 REX S DC
10 CR CA CEASREX
F

F F
S

CR
3 S S S F
F T S
F F
S
F S

552
16 S 5 4 S S
55 F
S
8 3

CONC. CURB
S

F DC
14
18
F

24

2
55
F F F
3 S S REXCR
DCS
F
554

.
44

F
18

L.A
55

F3 F
9

S S
3
56
0 SECURE L.A.
19

L.A.
14
54
8

CONC. WALK
PARKING
56

CONC. CURB
1

PERMIT SET
56

CONC. WALK
2

56
3 CONC. CURB 552 10/21/2022
564 REVISIONS
CONCRETE PUBLIC NO. DATE DESCRIPTION
560
553

PARKING
554

552

72" CHAIN
LINK FENCE 55
5 2
55
9
556 54
564

551
557
563

564
562

CONC. CURB UTILITY

558
VAULT
561

563
552
560

562 553
559 UTILITY
561 ICV 10'W. UTILITY VAULT
554
EASEMENT
560 P.B. 32 PG. 22 555
S Y D 556 551 550
H

GV WV
558 557 ICV
559 552
0
55
CONC. WALK 553
CONCRETE
PLAN NORTH 90.00°
TRUE NORTH 54.00°
GRAYSTONE DRIV
559

E CONC.
WALK
(60' WIDE)
PROJECT NO. ISSUED BY:
21-1540.06
P.B. 32 PG. 22 ISSUED DATE:
56

10/21/2022 4:09:07 PM
GRAYSTONE DRIVE
0

0
56 SHEET TITLE:

55
9
55

1
8
55

ARCHITECTURAL SITE PLAN

7
55

1 ARCHITECTURAL SITE PLAN

A100 1" = 20'-0"

A100
Copyright 2022 © JEMA
 planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

STRUCTURAL ENGINEER
ALPER AUDI STRUCTURAL ENGINEERS
EQ EQ EQ 1804 BORMAN CIRCLE DRIVE
ST. LOUIS, MO 63146
CONTACT: STEVE EHRETT
T: 314-432-8600
E: STEVE.EHRETT@ALPERAUDI.COM
EXISTING
SIDEWALK
MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
NEW ADDITION MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

ARCHITECT OF RECORD:

1 ENLARGED SITE PLAN - ENTRY WALK

A101 1/4" = 1'-0"
JOHN EDWARD MUELLER
MO ARCHITECTURAL LICENSE A2010039774
MO CERTIFICATE OF AUTHORITY A2014008380

CITY OF ST. CHARLES POLICE DEPARTMENT

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
BID SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN 90.00°
TRUE 45.00°
NORTH
PROJECT NO. ISSUED BY:
21-1540.06
ISSUED DATE:
10/21/2022 4:09:08 PM

SHEET TITLE:

ARCHITECTURAL SITE PLAN -

ENLARGED PLANS

A101
Copyright 2020 © JEMA
 NOTE: KEYED NOTES - DEMO PLAN KEYED NOTES - DEMO PLAN
1.) DEMO FLOORS AS REQUIRED BY NEW FINISH PLANS. STORE FURNITURE.
NOTE NO. NOTE TEXT NOTE NO. NOTE TEXT
2.) SEE LOGISTICS PLAN FOR PHASING SEQUENCE AND ADDITIONAL INFORMATION.
3.) SEE BIDDERS SCOPE OF WORK FOR ADDITIONAL INFORMATION.
4.) MAINTAIN DUST CONTROL. DO NOT ALLOW DUST TO ENTER RETURN AIR SYSTEM. 1 NO WORK GRAY AREA. 16 DEMO EXISTING 2x2 ACT CEILING AND GRID.
2 DEMO EXISTING CASEWORK AND SINK. PREPARE TO RECIEVE NEW. 17 DEMO EXISTING GYP CEILING.
3 DEMO EXISTING TRANSACTION WINDOW AND CASEWORK AND WALL BELOW. 18 DEMO EXISTING METAL PANEL CEILING. planning architecture interior design
4 DEMO EXISTING WALL AND PREPARE TO RECIEVE NEW DOOR. 19 DEMO EXISTING WALLS INCLUDING IN WALL UTILITIES CAPPED AT SOURCE. PATCH AND PREP AREA AT REMOVED WALLS FLUSH WITH ADJACENT
5 DEMO EXISTING DOOR, DOOR FRAME, AND ALL HARDWARE. INFILL TO MATCH ADJACENT WALL. SURFACES.
6 DEMO EXISTING FENCE. 20 CAN LIGHTS TO BE REMOVED, RETAINED FOR RELOCATION TO NEW LOCATIONS. ALIGN WITH NEW TRANSACTION WINDOW LOCATION. QTY 5.
ARCHITECT
7 DEMO EXISTING WINDOW AND WALL BELOW FOR NEW DOOR. 21 REMOVE CONCRETE SLAB AND ALL RELATED FOOTING/FOUNDATIONS.
JEMA
8 DEMO EXISTING WINDOW AND WALL FOR PASSAGE TO NEW ADDITION. 22 DEMO EXISTING DOOR AND FRAME. PEPARE TO RECIEVE NEW BALLISTIC DOOR AND FRAME. 2823 OLIVE ST.
9 DEMO EXISTING STOREFRONT INCLUDING STRUCTURE AND ROOFING ABOVE. 23 REMOVE EXISTING FLOOR TILE TO SLAB. GRIND AND PREPARE EXISTING CONC TO RECIEVE NEW EPOXY FINISH. ST. LOUIS, MO 63103
10 DEMO ALL PLUMBING FIXTURES, TOILET PARTITIONS, AND CASEWORK. PREPARE TO RECIEVE FIXTURES AND FINISHES. 24 DEMO EXISTING OVERHEAD COILING GRILL AND ASSEMBLY. DEMO EXISTING COUNTER TOP AND SHELVING UNITS BELOW TO FLOOR. CAP IN WALL CONTACT: MATT SUTHERLAND
11 DEMO EXISTING DISPLAY CASE. UTILITIES AT SOURCE. T: 314-531-7400
25 REMOVE EXISTING COLUMN AND FOOTING. E: MSUTHERLAND@JEMASTL.COM
12 REMOVE ALL LOCKERS AND FINISHES. COORDINATE WITH MECHANICAL/ELECTRICAL.
13 REMOVE ALL HIGH DENISTY SHELVING. DEMO EXISTING RAILS. 26 DEMO EXISTING EXISTING OVERHEAD ROLLING GRILL TRACKS.
14 PREP TO RECEIVE NEW ACOUSTIC TREATMENT. SEE FLOOR PLAN. 28 REMOVE METAL CEILING PADS - EXISTING GRID TO REMAIN. STRUCTURAL ENGINEER
29 GYP CEILING THIS AREA TO REMAIN. REFER TO REFLECTED CEILING PLAN. ALPER AUDI STRUCTURAL ENGINEERS
30 CEILING IN PHASE 1 SCOPE. 1804 BORMAN CIRCLE DRIVE
31 REMOVE EXISTING METAL DETECTOR. RETURN TO OWNER. ST. LOUIS, MO 63146
CONTACT: STEVE EHRETT
32 DEMO EXISTING WINDOW SILL AND PREP CMU OPENING FOR BEING INFILLED WITH NEW CMU. EXTERIOR WNDOW TO REMAIN.
T: 314-432-8600
33 DEMO EXISTING WALKOFF MATT. E: STEVE.EHRETT@ALPERAUDI.COM

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

7 7 17
2
25 8 1 1
5 ARCHITECT OF RECORD:

9
6' - 4"
4
1 5 3/4" 1

21
9 4
29 16
22

20
19 22
16 17
5 31
18
3 JOHN EDWARD MUELLER
17
MO ARCHITECTURAL LICENSE A2010039774
28 MO CERTIFICATE OF AUTHORITY A2014008380

29
5 22 UP 29
22

1 3 22 1
17
24

26 16 29
4 10" 3 16
12 23 19 33 29 17
17
17

CITY OF ST. CHARLES POLICE DEPARTMENT

1
19 16
10 22 16
19 19
13 16
16 16
10 1 19 22 17
10

ST. CHARLES, MO 63303

23 29 16

1781 ZUMBEHL ROAD

10 19 6 29
16
12
4
16
19 32
32 16
16
32 4 17

5
5
1 1ST FLOOR DEMOLITION PLAN 3 1ST FLOOR RCP DEMOLITION
A111 1/16" = 1'-0" A111 1/16" = 1'-0"

PERMIT SET
9
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

1
1

1
1

11
1
1
2 30

18
1 19 29 1
16
16
1 1

PLAN NORTH 90.00°

TRUE NORTH 54.00°
19
16 PROJECT NO. ISSUED BY:
21-1540.06
ISSUED DATE:
10/21/2022 4:09:19 PM
30 SHEET TITLE:

DEMO PLANS AND RCPS

16
14 14 14 14 14

2
A111
2ND FLOOR DEMOLITION PLAN
1/16" = 1'-0"
4
A111
2ND FLOOR RCP DEMOLITION
1/16" = 1'-0" A111
Copyright 2022 © JEMA
 KEYED NOTES - FLOOR PLAN KEYED NOTES - FLOOR PLAN
NOTE NO. NOTE TEXT NOTE NO. NOTE TEXT

A B C D E F 1 NO WORK IN GRAY AREA 20 COVER EXISTING WINDOW WITH ANCHORED FRAME OVERMOUNT POLY CARBONATE UL 752 LEVEL 7 BULLET RESISTANT SYSTEM FOR
2 CMU INFILL BEHIND SPANDREL GLASS. BOTTOM 2 ROWS OF GLASS.
21 1 HOUR RATED FIRE PROTECTED STRUCUTRAL COLUMN, EXISTING. planning architecture interior design
3 COVER EXISTING WINDOW WITH ANCHORED FRAME OVERMOUNT POLY CARBONATE UL 752 LEVEL 7 BULLET RESISTANT SYSTEM
eA eB eB.3 A201 eC eD eE eF eF.3 eG eH 4 NEW CASEWORK AT BREAK ROOM. 22
23
PROVIDE FIRE SPRINKLER CURTAIN HEAD FOR THIS OPENING, REFER TO FIRE PROTECTION DWGS.
1 HOUR RATED FIRE PROTECTED STRUCUTRAL COLUMN COVER, NEW.
5 NEW BUILT IN BENCH SEATING AT BREAK ROOM ADDITION.
6 EQUIPMENT LOCKERS BY OTHERS. OFOI - GC TO COORDINATE ELECTRICAL AND MECHANICAL CONNECTIONS AS SHOWN ON MEP 24 ACCESS CONTROL TO BE ADDED TO EXISTING ELEVATOR DOOR. CABELING, CONDUITS AND BACK BOXES BY GC. CARD READERS AND ARCHITECT
C1 DRAWINGS. PROGRAMING BY OWNER. JEMA
25 98" WALL MOUNTED MONITOR, BASE OF MONITOR TO BE MOUNTED 46" ABOVE F.F. - BY OTHERS SHOWN FOR COORDINATION WITH 2823 OLIVE ST.
7 EVIDENCE STORAGE SHELVING UNITS BY OTHERS. OFOI
C1 ELECTRIC AND DATA ST. LOUIS, MO 63103
8 EVIDENCE STORAGE UNITS BY OTHERS. OFOI CONTACT: MATT SUTHERLAND
A301 9 HARDEN EXISTING WALLS. SEE DETAILS MP10 & MP11 ON SHEET A601. ACCES THROUGH LOBBY TO BE MAINTAINED AT ALL TIMES. 26 85" WALL MOUNTED MONITOR, BASE OF MONITOR TO BE MOUNTED 46" ABOVE F.F. - BY OTHERS SHOWN FOR COORDINATION WITH
64' - 0" 3' - 4" T: 314-531-7400
ELECTRIC AND DATA
10 STAGE - FLOOR AND SIDES SUBSTRATE TO BE 3/4" FRT PLYWOOD FRAMED WITH FRT 2X12 AT 16" OC. FILL JOIST SPACES WITH FULL WITH E: MSUTHERLAND@JEMASTL.COM
SOUND BATTS. 27 REPLACE EXISTING WALKOFF MATT AT VESTIBULES.
9' - 1 3/8" 59' - 5 3/4"
e2.6 11 TOOTH IN MASONRY INFILL AT EXISTING OPENING TO MATCH ADJACENT EXISTING WALL FINISHES AND CONSTRUCTION. BUILDING 28 FURNITURE SHOWN FOR REFERENCE & COORDINATION PURPOSES ONLY, BY EATON THROUGH SEPARATE CONTRACT
PERIMETER SECURITY TO BE MAINTAINED AT ALL TIMES. STRUCTURAL ENGINEER
1B51B
ALPER AUDI STRUCTURAL ENGINEERS
12 EXISTING DRUG DROP BOX TO BE REUSED. 1804 BORMAN CIRCLE DRIVE
U 12 U 11 U 11 U 11
U7 13 OPENING AND WALL TO BE LEVEL 7 THREAT PROTECTION NOTE: ST. LOUIS, MO 63146
D1 D1

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U9
14 METAL DETECTOR- GARRETT PD 6500i OR EQUAL 1.) SEE LOGISTICS PLAN FOR PHASING SEQUENCE AND ADDITIONAL INFORMATION. CONTACT: STEVE EHRETT

U 11
U 11
A301 A301 15 INFILL EXISTING OPENING AT REMOVED DOOR WITH CMU TOOTHED IN. BUILDING PERIMETER SECURITY TO BE MAINTAINED AT ALL TIMES 2.) SEE BIDDERS SCOPE OF WORK FOR ADDITIONAL INFORMATION. T: 314-432-8600

U7

U7
3.) MAINTAIN DUST CONTROL. DO NOT ALLOW DUST TO ENTER RETURN AIR SYSTEM. E: STEVE.EHRETT@ALPERAUDI.COM
C8Fd
U 12 U 11 U 11
16 CARD READER ACCESS CONTROL. CABELING, CONDUITS AND BACK BOXES BY GC. CARD READERS AND PROGRAMING BY OWNER.
e3

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U9

U 11
U 12 U 11 U 11
8 17 ALUMINUM WALL EXPANSION JOINT COVER - BASIS OF DESIGN IS CONSTRUCTION SPECIALTIES MODEL ASM - MILL FINISH
BALLISTIC WALL LEGEND

U7

U7
FIREARMS VAULT
8 18 REMOVE EXISTING CARD READER ACCESS CONTROL. CABELING, CONDUITS AND BACK BOXES BY GC. CARD READERS AND PROGRAMING MECHANICAL/ELECTRICAL/PLUMBING ENGINEER

U 11
BIO
BIO
1B55 BY OWNER. G&W ENGINEERING

U 14

U 11
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
1B53
1B53
BALLISTIC TYPE 3
U 12 U 11 U 11 19 ALUMINUM WALL EXPANSION JOINT COVER - BASIS OF DESIGN IS CONSTRUCTION SPECIALTIES MODEL ASM AND HFR- MILL FINISH. FIRE 138 WELDON PARKWAY

U2
C8Fd
U7
U 12 U 11 U 11 RATED EXPANDABLE HFR FIRE BARRIER EXPANSION JOINT GASKET BEHIND COVER TO BRIDGE GAP IN 1 HOUR WALLS. MARYLAND HEIGHTS, MO 63043
BALLISTIC TYPE 7 CONTACT: BRETT ROSSOMANNO

32' - 0"
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
FIREARMS VAULT
T:314-469-3737

U 11
1B55
1B55 1B55
1B53 E: BROSSOMANNO@GANDWENGINEERING.COM
U7

1B53

7
U 12 U 11 U 11 15"
eJ eK eL eK.9 eM eM.3 eM.7eM.9 eN eN.3 eN.5 eP eP.1

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
e3.6 OWNER'S REPRESENTATIVE

U9
U4

1B52
1B52 NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD

10' - 1 1/4"
ARMORY EQUIPSTOR
STOR

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
ARMORY EQUIP
C8Ad BRENTWOOD, MO 63144
7 1B11
1B11
11
U7

U9
CONTACT: DAVID LOWELL
U7

C8Fd T: 314-517-0935
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
8 E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
e4
U7

U9
1B11
1B11
U7

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
A201 D3 ARMORY MAINTENANCE
16
U7

9' - 7 5/8"

U9
30' - 4 1/8"

C3 A201

5' - 0"
ARMORY
1B10
U7

1B10
1B10B
1B10B
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
8
C8Ad ARCHITECT OF RECORD:
U7

U9
DRUG VAULT
U7

1B52 16
1B10A
1B10A
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
eR3

U6
C8Ad
U7

16 JAIL AREA BREAKROOM OFFICE OFFICE

U7

1C08 1C06 1C04 1B46

EVIDENCE STORAGE C8Ad GUN CLEANING
C3 JAIL AREA

U 13
8" 11' - 7" 3' - 4" 1B51
GUN CLEANING
1B09 A2
U7

A503 1C09
e5 C1
1B09 C3
U7

S2A A301 A502

1' - 4" A401 C6
C8Fd 19 M4Dd

U 13
A503
U7

6 1B54 NEW ADDITION

U7

1B51A 1B04

16 EXISTING
U7

17 17
e6
U7

17' - 9 3/4" COURTROOM

JOHN EDWARD MUELLER
2 C1 MO ARCHITECTURAL LICENSE A2010039774
17
U7

A402 VEHICLE PROCESSING 1B44

16 MO CERTIFICATE OF AUTHORITY A2014008380

DW
A301 JUDGE OFFICE
U7

MFF STORAGE CORR ADDITION 1B21

BAG AND TAG OFFICE
1B33
1B05 1B04
1B50 1B54
C8Ad
U7

5
U7

M4B
C8Ad 1
eR1
FINGERPRINT / MUG STORAGE
17
BREAK ROOM UPDATED RECEIVING 1B20
D2 1B03
ID PROCESSING

5 e7
1B12
1B13
3/8"

OFFICE
1B39
14' - 1

A201 1B50 1B04

1B01 STOR
D1 SC-1
4 3' - 9
1/2"
VESTIBULE
1B01 M4Dd TACTICAL EQUIP
AV/DRG DRKRM 1
1B45

CITY OF ST. CHARLES POLICE DEPARTMENT

NEW 12' - 0
1B02 INTERVIEW 1B06 16
e13 ADDIT
ION
"
17
1B07
1B27

EXIST CORR

3 ING VICTIM /
1B41
12' - 7 1/2"

1B04
WITNESS
16 I.D. COOR BIO HAZ VEST
1B43
22
2 HKSP
1B08
UNIFORM STORAGE
1B14
ID OFFICE
1B19
1B23 1B26 CORR.
1B31
COURT ADMIN
1B34
1B42
OFFICE

ST. CHARLES, MO 63303

1B42 1B41
17 C8Fd

1781 ZUMBEHL ROAD

STAFF LOBBY

1 e8 1B02
16

EXPANDED ROOM S.E. / COMM COPY WORKROOM

13
MUSTER ROOM 1B15 1B28 1B35 15

"
3/8
1A59 9

-9
20'
11 OFFICE 1B39B
A4
1B39
INTERVIEW A401
1A40 WOMEN'S RR MEN'S RR A2
1B24 1B25 STORAGE STORAGE
A503
1B30
1B36 1B38 5' - 2"
INTERVIEW
1A48 COURT LOBBY
1B40

e9 13
1B39A

16 M6Bh
CORR
OFFICE OFFICE STAIR A1
1B30
1A57 1A58 INTERVIEW 1
CORRIDOR
A503
1B37
1B18 1B19
STAIR
2
1
24
UP
CONFERENCE ROOM 11 13
REPORT WRITING
1A27
CORRIDOR 1A02A
16 A1
1A38 1B22 A401
C8Bd 16
TLT. TLT. MB
21 13 9
1A26 1A25 1A20 9
1 C8Fd
1B21 13 16
CORP OFFICE C8Ad M4Ad
1A54 PUBLIC LOBBY
SF
EL ST ST ER EL ST ST INT ST ER
9
ER

SF
SF

R1 R1 R1 R1 R1 R1
1A02
R1
ST

10' - 3 3/8"
E
1A28A 1A28B
C8Fd
R1

6
INT

POTROL EQUIP STORAGE

1A50 RECORDS 14
1A05
R1

C4Ad
ST

C8Ad 1A20 21 5' - 3 9

7/8"
PERMIT SET
R1
ST

12 27
1A47 1A46 23
R1

VEST
ST

9 M4Ad M4B M6Bd

M4B
e10.4
1A01
10/21/2022
R1
INT

OFFICE TRF. EQUIP. ROOM C6Ad

OFFICE CORRIDOR
1A53 1A51
R1

6' - 8 1/2"
INT

1A55
M4B
26 1A15 1A21 9 REVISIONS
R1
INT

MB M4B 16 PST NO. DATE DESCRIPTION

C3
R1
ST

A401 MB M6Bd 1A03

EL ST ST ST INT INT INT ST ST ST INT ST ER STOR

17' - 2 3/8"
R1
ST

1A03
SF
SF

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
1A04
CONFERENCE M6Bd
CORR.
e13
R1
ST

UPDATED FITNESS 1A15 13

OLD 1A46 25 25
EL

SF

36" H 1A28
1
23' - 5 3/8" 9
1 13
UPDATED WOMEN'S LOCKER ROOM A402 MB 16
26
1B44 C4Ad 9
E
9
R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
C8Ad 1A06
ER ST
ST
INT
ST
ST
ST
ST
INT
INT
INT
INT
INT
INT
ST ER
ST
EL
ST
ST
ST
ST
EL
ER
C4Ad
e11 R1 R1 R1 R1 R1 R1 R1
E E
R1 R1
E
U3

CORR.
DUTY BAG STORAGE C4Ad 1A10
10
CORR.
1A56 8' - 7 1/8"
U1

1A14
3' - 7 5/8"

C4Ad
13' - 6 1/8"

POLYGRAPH
UPDATED MEN'S LOCKER ROOM 9
U1

U1

R1 R1 R1 R1 R1 R1 R1
ROOM
1A52 6
U1

ER ST INT INT INT ST ST ST

1A18
E
BREAKROOM POLYGRAPH STORAGE FINGER PRINT
14' - 0"
U1

U1

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
MB
6' - 7 1/8"

IT C8Ad 1A45 1A23 1A13 1A07

U1

ER ST INT ST ST INT INT INT ST ST ST EL

ST ST ST INT INT INT ST ST INT ST ER

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 1A45 COMMUNITY / TRAINING ROOM

C8Ad
EL ST ST ST INT INT INT ST ST INT ST ER

E
U1

U1

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 C8Ad 1A05
U3

E C8Ad 16
COFFEE
SECURE
6 STORAGE
1A08
1' - 9" 15' - 4" 14' - 0"
1A12
7' - 6 7/8"

C2 PSO SUPERVISOR OFFICE

E A401 RECORDS SUPERVISOR OFFICE 1A19
R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 E E

ER ST INT ST ST INT INT INT ST ST ST EL R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 1A22

ST

R1
ST

R1
ST

R1
INT

R1
INT

R1 R1
INT ST

R1
ST

R1
INT

R1
ST

R1
ER
ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST ST ST EL PLAN NORTH 90.00°
E
1A28C
MB 9 TRUE NORTH 54.00°
M2Ac 63' - 0 3/8" M2Ac 9
7' - 3 3/4"

C8Ad M4Dd PROJECT NO. ISSUED BY:

46' - 0" 5' - 0 5/8" PROSECUTING ATTORNEY
LEGAL SECRETARY
1A11 21-1540.06
1A09 MB
ISSUED DATE:
E 2 11 3 3 3 3 3 3 10/21/2022 4:09:28 PM
R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1

SHEET TITLE:
e12
ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT INT INT ST ST ST EL

2 2 B1 1ST FLOOR PLAN

11 3 3 3
SC-1
A201

eR2
1 1ST FLOOR PLAN
A121 1/8" = 1'-0"
A121
Copyright 2022 © JEMA
 KEYED NOTES - FLOOR PLAN KEYED NOTES - FLOOR PLAN
NOTE NO. NOTE TEXT NOTE NO. NOTE TEXT

1 NO WORK IN GRAY AREA 20 COVER EXISTING WINDOW WITH ANCHORED FRAME OVERMOUNT POLY CARBONATE UL 752 LEVEL 7 BULLET RESISTANT SYSTEM FOR
2 CMU INFILL BEHIND SPANDREL GLASS. BOTTOM 2 ROWS OF GLASS.
3 COVER EXISTING WINDOW WITH ANCHORED FRAME OVERMOUNT POLY CARBONATE UL 752 LEVEL 7 BULLET RESISTANT SYSTEM 21 1 HOUR RATED FIRE PROTECTED STRUCUTRAL COLUMN, EXISTING.
planning architecture interior design
4 NEW CASEWORK AT BREAK ROOM. 22 PROVIDE FIRE SPRINKLER CURTAIN HEAD FOR THIS OPENING, REFER TO FIRE PROTECTION DWGS.
5 NEW BUILT IN BENCH SEATING AT BREAK ROOM ADDITION. 23 1 HOUR RATED FIRE PROTECTED STRUCUTRAL COLUMN COVER, NEW.
6 EQUIPMENT LOCKERS BY OTHERS. OFOI - GC TO COORDINATE ELECTRICAL AND MECHANICAL CONNECTIONS AS SHOWN ON MEP 24 ACCESS CONTROL TO BE ADDED TO EXISTING ELEVATOR DOOR. CABELING, CONDUITS AND BACK BOXES BY GC. CARD READERS AND
PROGRAMING BY OWNER. ARCHITECT
DRAWINGS.
JEMA
7 EVIDENCE STORAGE SHELVING UNITS BY OTHERS. OFOI 25 98" WALL MOUNTED MONITOR, BASE OF MONITOR TO BE MOUNTED 46" ABOVE F.F. - BY OTHERS SHOWN FOR COORDINATION WITH
2823 OLIVE ST.
8 EVIDENCE STORAGE UNITS BY OTHERS. OFOI ELECTRIC AND DATA
ST. LOUIS, MO 63103
9 HARDEN EXISTING WALLS. SEE DETAILS MP10 & MP11 ON SHEET A601. ACCES THROUGH LOBBY TO BE MAINTAINED AT ALL TIMES. 26 85" WALL MOUNTED MONITOR, BASE OF MONITOR TO BE MOUNTED 46" ABOVE F.F. - BY OTHERS SHOWN FOR COORDINATION WITH CONTACT: MATT SUTHERLAND
ELECTRIC AND DATA T: 314-531-7400
10 STAGE - FLOOR AND SIDES SUBSTRATE TO BE 3/4" FRT PLYWOOD FRAMED WITH FRT 2X12 AT 16" OC. FILL JOIST SPACES WITH FULL WITH
SOUND BATTS. 27 REPLACE EXISTING WALKOFF MATT AT VESTIBULES. E: MSUTHERLAND@JEMASTL.COM
11 TOOTH IN MASONRY INFILL AT EXISTING OPENING TO MATCH ADJACENT EXISTING WALL FINISHES AND CONSTRUCTION. BUILDING 28 FURNITURE SHOWN FOR REFERENCE & COORDINATION PURPOSES ONLY, BY EATON THROUGH SEPARATE CONTRACT
PERIMETER SECURITY TO BE MAINTAINED AT ALL TIMES. STRUCTURAL ENGINEER
12 EXISTING DRUG DROP BOX TO BE REUSED. ALPER AUDI STRUCTURAL ENGINEERS
13 OPENING AND WALL TO BE LEVEL 7 THREAT PROTECTION 1804 BORMAN CIRCLE DRIVE
14 METAL DETECTOR- GARRETT PD 6500i OR EQUAL ST. LOUIS, MO 63146
NOTE: CONTACT: STEVE EHRETT
15 INFILL EXISTING OPENING AT REMOVED DOOR WITH CMU TOOTHED IN. BUILDING PERIMETER SECURITY TO BE MAINTAINED AT ALL TIMES 1.) SEE LOGISTICS PLAN FOR PHASING SEQUENCE AND ADDITIONAL INFORMATION. T: 314-432-8600
16 CARD READER ACCESS CONTROL. CABELING, CONDUITS AND BACK BOXES BY GC. CARD READERS AND PROGRAMING BY OWNER. 2.) SEE BIDDERS SCOPE OF WORK FOR ADDITIONAL INFORMATION. E: STEVE.EHRETT@ALPERAUDI.COM
17 ALUMINUM WALL EXPANSION JOINT COVER - BASIS OF DESIGN IS CONSTRUCTION SPECIALTIES MODEL ASM - MILL FINISH 3.) MAINTAIN DUST CONTROL. DO NOT ALLOW DUST TO ENTER RETURN AIR SYSTEM.
18 REMOVE EXISTING CARD READER ACCESS CONTROL. CABELING, CONDUITS AND BACK BOXES BY GC. CARD READERS AND PROGRAMING
BY OWNER. MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
19 ALUMINUM WALL EXPANSION JOINT COVER - BASIS OF DESIGN IS CONSTRUCTION SPECIALTIES MODEL ASM AND HFR- MILL FINISH. FIRE BALLISTIC WALL LEGEND G&W ENGINEERING
RATED EXPANDABLE HFR FIRE BARRIER EXPANSION JOINT GASKET BEHIND COVER TO BRIDGE GAP IN 1 HOUR WALLS. 138 WELDON PARKWAY
BALLISTIC TYPE 3 MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
BALLISTIC TYPE 7 E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

ARCHITECT OF RECORD:

F
eE eF eF.3 eG eH eJ eK eL eK.9 eM eM.3 eM.7 eM.9 eN eN.3 eN.5 eP eP.1

eR1 JOHN EDWARD MUELLER

MO ARCHITECTURAL LICENSE A2010039774
MO CERTIFICATE OF AUTHORITY A2014008380

5e7

4 INTERVIEW
eR3 STORAGE
2B07
2B08
CIB LIEUTENANT OFFICE
2B10
CIB SERGEANT OFFICE
2B19
CIB SERGEANT OFFICE
2B20

CITY OF ST. CHARLES POLICE DEPARTMENT

3
2
INTERVIEW

1 e8
2B06

ST. CHARLES, MO 63303

SUSPECT TLT.
INTERVIEW STORAGE ROOM

1781 ZUMBEHL ROAD

2B04 KITCHEN
2B11 2B17
2B16

CRIMINAL INVESTIGATION BUREAU

2B21

VIEWING ROOM
2B12
MEN'S RR COPIER ROOM
WOMEN'S RR
2B03 2B15
2B02

e9
WAITING ROOM
2B14

STAIR
RESTROOM
1 18
2A35
UP INTERVIEW ROOM
SEU SERGEANT OFFICE
2B23
2B22

STORAGE ROOM
2A19 2A06
LOCKERS
C4
2A34
A401 STORAGE 16
2A18 20

M4Ad SEU OFFICE

2A06
10' - 3 16 CW1
" 2A01
4 KITCHEN 4 M4Ad 00°
2A33 90. M4Ad A403
23
2A02
DW E1
IT SERVERS e10.4 PERMIT SET
2A21
EMERGENCY OPERATIONS CENTER
2A10
EXECUTIVE ASSISTANT
2A01 M4Ad 10/21/2022
A403 A4

EQ
M4Ad
REVISIONS
CHIEF'S CONFERENCE ROOM NO. DATE DESCRIPTION
2A02 e13

26' - 8 5/8"
25

EQ
13' - 2 3/8"

e11 e11
RESTROOM CORR
26 M4Ad
2A23 2A05
2A05 EQ EQ
IT OFFICE
DISPATCH
28 2A29
2A31 RESTROOM
COPIER M4Dc

2' - 0 5/8"
2A24
2A03 3

CORR
M4Dc A403
2A13
3' - 10 5/8"
LATERAL
FILES

M4Ad

CHIEF'S OFFICE
2A03
PLAN NORTH 90.00°
TRUE NORTH 54.00°

CAPTAIN'S OFFICE CALEA OFFICE FINANCE OFFICE MAJOR'S OFFICE BUSINESS SERVICES OFFICE CAPTAIN'S OFFICE PROJECT NO. ISSUED BY:

2A30 2A26 2A25 2A15 2A14 2A04 21-1540.06

e12 ISSUED DATE:
10/21/2022 4:09:35 PM

SHEET TITLE:
D1 D1 D1
TYP
A501 A501 A501
D1
TYP TYP TYP 2ND FLOOR PLAN
A501

eR2
1 2ND FLOOR PLAN
A122 1/8" = 1'-0"

A122
Copyright 2022 © JEMA
 KEYED NOTES - ROOF PLAN
NOTE NO. NOTE TEXT

1 4.5" MIN DOWNSPOUT WITH THROUGH-WALL SCUPPER 12"x4" MIN.

2 METAL ROOF EDGE
3 SHEET METAL COPING planning architecture interior design
TYPICAL VENT PIPE 4 ROOFING - SEE SPEC
5 ROOFING ON CRICKETS MADE OF TAPPERED INSULATION
6 ROOF EXPANSION JOINT
ARCHITECT
7 EXHAUST FAN PENETRATION. SEE MECH DWGS. JEMA
APPROVED SEALANT
8 PRIMARY ROOF DRAIN 2823 OLIVE ST.
9 OVERFLOW ROOF DRAIN ST. LOUIS, MO 63103
10 EXISTING ROOF - PROTECT DURING CONSTRUCTION OPERATIONS CONTACT: MATT SUTHERLAND
STAINLESS STEEL BAND 11 ROOF PENETRATION. SEE MECH DWGS. T: 314-531-7400
POSITIONED 1/4" FROM THE TOP OF E: MSUTHERLAND@JEMASTL.COM
12 HOOD EXHAUST. REFER TO MECH DWGS.
THE STACK FLASHING.
STRUCTURAL ENGINEER
ALPER AUDI STRUCTURAL ENGINEERS
1804 BORMAN CIRCLE DRIVE
ST. LOUIS, MO 63146
PREFABRICATED VENT STACK GENERAL NOTES: ROOF CONTACT: STEVE EHRETT
FLASHING. T: 314-432-8600
1. FOR NEW ROOF PENETRATIONS ON EXISTING ROOF, SEE MEP DRAWINGS. E: STEVE.EHRETT@ALPERAUDI.COM
2. SEE LOGISTICS PLAN FOR PHASING SEQUENCE AND ADDITIONAL INFORMATION.
3. SEE BIDDERS SCOPE OF WORK FOR ADDITIONAL INFORMATION.
4. MAINTAIN DUST CONTROL. DO NOT ALLOW DUST TO ENTER RETURN AIR SYSTEM. MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
ROOFING G&W ENGINEERING
MEMBRANE 138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043

8" MIN.
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

ARCHITECT OF RECORD:

COVER BOARD

POLYISO INSULATION, (SEE

SPECS.)

2 ROOF PENETRATION - ROUND PIPE JOHN EDWARD MUELLER

A123 1 1/2" = 1'-0" MO ARCHITECTURAL LICENSE A2010039774
MO CERTIFICATE OF AUTHORITY A2014008380

CITY OF ST. CHARLES POLICE DEPARTMENT

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
1
1
3

42' - 2 3/4" 42' - 2 3/4"

7 3

2"
4

/1
5 7

2"
1/
1/

1/
2"

2"
/1

/1
2"

2"
RIDGE
1/4" / 12" 1/4" / 12"

2"
/1
5

2"
1/
1

10' - 2"
RTU 1
2,556 lbs 11
2"
/1 5
2" 2
1/
7' - 1" A123

7' - 4 1/2"
6
1

1/
3

2"
PERMIT SET

/1
2"
6 10/21/2022
3
REVISIONS

DW
NO. DATE DESCRIPTION
1
1/4" / 12"
10

3
2
1/2" / 12"
1/2" 6
/ 12"
9
8

/ 12"

1 /2 "
6

1/2"

/ 12"
6

10 PLAN NORTH 90.00°

TRUE NORTH 54.00°

PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 4:09:36 PM

SHEET TITLE:

ROOF PLAN
1 ROOF PLAN - PHASE 2
A123 1/8" = 1'-0"

A123
Copyright 2022 © JEMA
 NOTE:
KEYED NOTES - RCP
1.) SEE LOGISTICS PLAN FOR PHASING SEQUENCE AND ADDITIONAL INFORMATION. NOTE NO. NOTE TEXT
2.) SEE BIDDERS SCOPE OF WORK FOR ADDITIONAL INFORMATION.
3.) MAINTAIN DUST CONTROL. DO NOT ALLOW DUST TO ENTER RETURN AIR SYSTEM.
1 NO WORK GRAY AREA.
2 NO CEILING. OPEN TO STRUCTURE.
4 SUSPENDED MR GYP BD CEILING, HEIGHT TO MATCH EXISTING SHOWER CEILING planning architecture interior design
5 ALUMINUM CEILING EXPANSION JOINT COVER - BASIS OF DESIGN IS CONSTRUCTION SPECIALTIES MODEL ASM
6 GYP BD BULK HEAD AT 7'-6" TO MATCH EXISTING ADJACENT BULKHEAD.
eA eB eB.3 eC eD eE eF eF.3 7 ADJUST AND REPAIR EXISTING CEILING GRID AS REQUIRED TO TIE INTO NEW WALL/CEILING CONSTRUCTION.
ARCHITECT
9 NEW ACOUSTICAL SEAL AT WINDOWS. IF DAMAGE TO CEILING OCCURS, PATCH AND REPAIRE AS REQ'D. SEE DETAIL D1/A501 JEMA
10 REPLACE EXISTING SHOWER LIGHTS WITH LED. 2823 OLIVE ST.
11 RELOCATED EVIDENCE LOCKERS. COORDINATE INSTALL WITH OWNER. VERIFY WIDTH OF OPENING WITH EXISTING LOCKERS. OWNER WILL EMPTY/PREPARE PRIOR TO MOVING. ST. LOUIS, MO 63103
12 PATCH AND REPAIR SOFFIT AS REQ'D AT INFILLED OPENINGS. CONTACT: MATT SUTHERLAND
13 GYP TO BE PAINTED PT-6 T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM
14 REFER TO INTERIOR ELEVATIONS FOR INSTALLATION HEIGHT
15 INSTALL FIXTURE AT 9'-0" A.F.F., TYP
16 PATCH AND REPAIR SOFFIT AS REQ'D. PAINT TO MATCH NEW ADJACENT CEILING STRUCTURAL ENGINEER
17 ALIGN MC-1 SLATS WITH FACE OF PARTITION ALPER AUDI STRUCTURAL ENGINEERS
BIO 1804 BORMAN CIRCLE DRIVE
18 ALIGN MC-1 SLATS WITH EXISTING CEILING
1B53 ST. LOUIS, MO 63146
2 CONTACT: STEVE EHRETT
2 T: 314-432-8600
E: STEVE.EHRETT@ALPERAUDI.COM
FIREARMS VAULT
1B55 MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
eG eH eJ eK eL eK.9 eM eM.3 eM.7 eM.9 eN eN.3 eN.5 eP eP.1 CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

ARMORY EQUIP STOR

OWNER'S REPRESENTATIVE
2 1B11
NAVIGATE BUILDING SOLUTIONS
2 8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
e4 CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
DRUG VAULT EVIDENCE STORAGE ARMORY MAINTENANCE
1B52 1B51 2 1B10

eR3 ARCHITECT OF RECORD:

GUN CLEANING
2 1B09
GYP
e5 11 7' - 0" A.F.F. 5
5

e6
14

13
BAG AND TAG
GYP 14 JOHN EDWARD MUELLER
1B50
5
9' - 8" A.F.F. MO ARCHITECTURAL LICENSE A2010039774
MO CERTIFICATE OF AUTHORITY A2014008380

ACT-1
13
eR1
10' - 0" A.F.F. 1
GYP
1
7' - 0" A.F.F.
e7 14
VESTIBULE
GYP 1B01

9' - 8" A.F.F. GYP

5 9' - 8" A.F.F.

CITY OF ST. CHARLES POLICE DEPARTMENT

GYP
e13 5 9' - 8" A.F.F.
16

MC-1
9' - 8" A.F.F.

EX
e8

IS
T
ACT-1

ST. CHARLES, MO 63303

18

NE
9' - 8" A.F.F.

1781 ZUMBEHL ROAD

EXPANDED ROOM

W
1B15
7
17

ACT-1 OFFICE
1B39
8' - 0" A.F.F.

MC-1
A2
GYP 11' - 0" A.F.F.
A503
9' - 8" A.F.F.

e9
A1
A503

NEW
EXIST
7
1

OPEN TO ABOVE
A1 6
A503

2 ACT-1
4 4 4 9' - 8" A.F.F.
e10.4 10 10
PERMIT SET
ACT-1
UPDATED WOMEN'S LOCKER ROOM 9' - 1" A.F.F. ACT-1
eR2 10/21/2022
1B44 RECORDS
1A20 CONFERENCE 8' - 0" A.F.F.
1A15
PST REVISIONS
CORR. 1A03
1A46 NO. DATE DESCRIPTION
UPDATED FITNESS
1A28
2
2 ACT-1
8' - 8" A.F.F.

e11 4

10 1
DUTY BAG STORAGE
UPDATED MEN'S LOCKER ROOM 1A56 2 COMMUNITY / TRAINING ROOM
1A52 1A05
2
IT
1A45
2

PLAN NORTH 90.00°

TRUE NORTH 54.00°

PROJECT NO. ISSUED BY:

12
21-1540.06
e12 ISSUED DATE:
10/21/2022 4:09:43 PM

SHEET TITLE:

1ST FLOOR RCP

1ST FLOOR RCP

A131
1
A131 1/8" = 1'-0"

Copyright 2022 © JEMA

 KEYED NOTES - RCP
NOTE NO. NOTE TEXT

1 NO WORK GRAY AREA.

2 NO CEILING. OPEN TO STRUCTURE.
4 SUSPENDED MR GYP BD CEILING, HEIGHT TO MATCH EXISTING SHOWER CEILING planning architecture interior design
5 ALUMINUM CEILING EXPANSION JOINT COVER - BASIS OF DESIGN IS CONSTRUCTION SPECIALTIES MODEL ASM
6 GYP BD BULK HEAD AT 7'-6" TO MATCH EXISTING ADJACENT BULKHEAD.
7 ADJUST AND REPAIR EXISTING CEILING GRID AS REQUIRED TO TIE INTO NEW WALL/CEILING CONSTRUCTION.
ARCHITECT
9 NEW ACOUSTICAL SEAL AT WINDOWS. IF DAMAGE TO CEILING OCCURS, PATCH AND REPAIRE AS REQ'D. SEE DETAIL D1/A501 JEMA
10 REPLACE EXISTING SHOWER LIGHTS WITH LED. 2823 OLIVE ST.
11 RELOCATED EVIDENCE LOCKERS. COORDINATE INSTALL WITH OWNER. VERIFY WIDTH OF OPENING WITH EXISTING LOCKERS. OWNER WILL EMPTY/PREPARE PRIOR TO MOVING. ST. LOUIS, MO 63103
12 PATCH AND REPAIR SOFFIT AS REQ'D AT INFILLED OPENINGS. CONTACT: MATT SUTHERLAND
13 GYP TO BE PAINTED PT-6 T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM
14 REFER TO INTERIOR ELEVATIONS FOR INSTALLATION HEIGHT
15 INSTALL FIXTURE AT 9'-0" A.F.F., TYP
16 PATCH AND REPAIR SOFFIT AS REQ'D. PAINT TO MATCH NEW ADJACENT CEILING STRUCTURAL ENGINEER
17 ALIGN MC-1 SLATS WITH FACE OF PARTITION ALPER AUDI STRUCTURAL ENGINEERS
1804 BORMAN CIRCLE DRIVE
18 ALIGN MC-1 SLATS WITH EXISTING CEILING
ST. LOUIS, MO 63146
CONTACT: STEVE EHRETT
NOTE: T: 314-432-8600
1.) SEE LOGISTICS PLAN FOR PHASING SEQUENCE AND ADDITIONAL INFORMATION. E: STEVE.EHRETT@ALPERAUDI.COM
2.) SEE BIDDERS SCOPE OF WORK FOR ADDITIONAL INFORMATION.
3.) MAINTAIN DUST CONTROL. DO NOT ALLOW DUST TO ENTER RETURN AIR SYSTEM.
MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

ARCHITECT OF RECORD:

eE eF eF.3 eG eH eJ eK eL eK.9 eM eM.3 eM.7eM.9 eN eN.3 eN.5 eP eP.1

JOHN EDWARD MUELLER
MO ARCHITECTURAL LICENSE A2010039774
MO CERTIFICATE OF AUTHORITY A2014008380

eR1

e7

eR3

CITY OF ST. CHARLES POLICE DEPARTMENT

e8

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
e13

e9

LOCKERS
ACT-1
2A34 9' - 8" A.F.F.
SEU OFFICE
2A06

1
ACT-1 KITCHEN
2A33
8' - 8" A.F.F.

e10.4 1 ACT-1 PERMIT SET

EXECUTIVE ASSISTANT
9' - 8" A.F.F.
2A01 15 10/21/2022
CHIEF'S CONFERENCE ROOM
eR2
2A02 REVISIONS
ACT-1 NO. DATE DESCRIPTION
7' - 0" A.F.F.

ACT-1
9' - 8" A.F.F.

e11

ACT-1
DISPATCH
CHIEF'S OFFICE
9' - 0" A.F.F. 2A31
2A03

ACT-1 PLAN NORTH 90.00°

9' - 8" A.F.F. TRUE NORTH 54.00°

9 PROJECT NO. ISSUED BY:

21-1540.06
e12 ISSUED DATE:
10/21/2022 4:09:46 PM

SHEET TITLE:

2ND FLOOR RCP

2ND FLOOR RCP

A132
1
A132 1/8" = 1'-0"

Copyright 2022 © JEMA

 KEYED NOTES - FINISH PLAN
GENERAL NOTES: FINISH NOTE NO. NOTE TEXT
1. REFER TO PLANS, RCP, FINISH LEGEND, DETAILS, AND ELEVATIONS FOR ADDITIONAL FINISH INFORMATION
2. PROVIDE A LEVEL 5 FINISH AT ALL LOCATIONS OF PT-6 1 REFER TO ELEVATIONS, RCP, ENLARGED PLANS, AND DETAILS FOR ADDITIONAL FINISH INFORMATION
3. U.N.O. ALL TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR 2 NO FINISH WORK IN THIS AREA. SEE RCP FOR CEILING SCOPE. PROTECT EXISTING FINISHES AND FURNITURE DURING CEILING WORK.
3 ALL NEW FIXED SHELVING, OFOI planning architecture interior design
4 REMOVE & STORE EXISTING SYSTEMS FURNITURE. DISCONNECT ASSOCIATED POWER & DATA. REFER TO SHEET 2 OF 5 IN LOGISTICS PLAN PARAMETERS, ALSO SEE
NOTE: ALTERANTES.
1.) SEE LOGISTICS PLAN FOR PHASING SEQUENCE AND ADDITIONAL INFORMATION. 5 NOT USED
2.) SEE BIDDERS SCOPE OF WORK FOR ADDITIONAL INFORMATION. ARCHITECT
3.) MAINTAIN DUST CONTROL. DO NOT ALLOW DUST TO ENTER RETURN AIR SYSTEM. 6 NOT USED
JEMA
7 NOT USED 2823 OLIVE ST.
8 REPLACE VERTICAL BLINDS WITH WINDOW SHADES SHD-1. ST. LOUIS, MO 63103
9 INSTALL BLACKOUT SHADES SHD-2. CONTACT: MATT SUTHERLAND
10 PATCH & REPAIR EXISTING TERRAZZO FLOORING AND BASE AS NEEDED AS A RESULT OF SHOWN SCOPE CHANGES ONLY, EXISTING DAMAGE EXCLUDED. T: 314-531-7400
11 INSTALL FLOORING TRANSITION, TR-2, CPT-TER E: MSUTHERLAND@JEMASTL.COM
12 INSTALL FLOORING TRANSITION, TR-3, CPT-CPT
13 INSTALL FLOORING TRANSITION, TR-4, CPT-CONC STRUCTURAL ENGINEER
14 INSTALL FLOORING TRANSITION, TR-5, LVT-CONC ALPER AUDI STRUCTURAL ENGINEERS
15 INSTALL FLOORING TRANSITION, TR-6, LVT-TER 1804 BORMAN CIRCLE DRIVE
ST. LOUIS, MO 63146
16 WRAP COLUMNS WITH WC-2, TYPE III VINYL, FULL HEIGHT.
CONTACT: STEVE EHRETT
17 INSTALL FLOORING TRANSITION, TR-7, LVT-EXIST T: 314-432-8600
PT-2 PT-2 18 INSTALL FLOORING TRANSITION, TR-8, TER-TER E: STEVE.EHRETT@ALPERAUDI.COM
CONC-1 CONC-1 19 INSTALL FLOORING TRANSITION, TR-9,SF-LVT
WB-1 WB-1 20 INSTALL FLOORING TRANSITION, TR-10, SF-EXIST
BIO FIREARMS VAULT MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
21 INSTALL FLOORING TRANSITION, TR-11, SF-SHT G&W ENGINEERING
1B53 3 1B55
22 INSTALL FLOORING TRANSITION, TR-12, SHT-EXIST 138 WELDON PARKWAY
13
23 INSTALL FLOORING TRANSITION, TR-14, LVT-CPT MARYLAND HEIGHTS, MO 63043
13 CONTACT: BRETT ROSSOMANNO
24 INSTALL FLOORING TRANSITION, TR-15, CPT-EXIST
25 PROVIDE MANUF. RECOMMENDED EDGE TRIM, FINISH TO MATCH ADJ. WALL PANEL. TYP, ALL SHOWERS T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM
13 PT-2 26 PAINT PT-2 TO UNDERSIDE OF STRUCTURE - ELIMINATING NAVY BLUE COLOR ON HIGH WALLS
CONC-1
OWNER'S REPRESENTATIVE
WB-1
PT-2 ARMORY EQUIP STOR
NAVIGATE BUILDING SOLUTIONS
CPT-1 1B11
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
WB-2 CONTACT: DAVID LOWELL
EVIDENCE STORAGE T: 314-517-0935
1B51 E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
PT-2
CONC-1
WB-1
ARMORY MAINTENANCE
1B10

PT-2
CONC-1 ARCHITECT OF RECORD:
WB-1 PT-2
DRUG VAULT CONC-1
1B52 WB-1
GUN CLEANING
1B09

1
PT-2
CPT-1 BREAK ROOM
PT-2 PT-2 PT-2

DW
WB-2 1B03
JOHN EDWARD MUELLER
18 CPT-1 CONC-1 CONC-1
WC-2

BAG AND TAG MO ARCHITECTURAL LICENSE A2010039774

1B50 PT-2 BREAK ROOM
WB-1 WB-1 WB-1 MO CERTIFICATE OF AUTHORITY A2014008380
TER-1 1B03 1 OFFICE MFF STORAGE CORR ADDITION

WB-2 PT-2 1B54 1B05 1B04

10
WB-2
UP-1
UP-2
14
VESTIBULE
1B01 17
PT-2
CPT-2 CORR

WB-1 1B04
PT-2 VEST

CITY OF ST. CHARLES POLICE DEPARTMENT

PT-2 1B42 OFFICE
CPT-2
LVT-1 PT-2 1B41
WB-1
TER-1 18 WB-1 CPT-1 PT-2
STAFF LOBBY EXPANDED ROOM
WB-1 CPT-1 8
1B02 1B15
WB-1
PT-2 PT-2
CPT-1
10 26 15 16 WC-1

ST. CHARLES, MO 63303

11 WB-1

1781 ZUMBEHL ROAD

OFFICE 11
1B39

WC-1 16 ALIG
N PT-1
8 CPT-1 8
WB-1
16 WC-1
11

-3
WB
CORRIDOR

Z- 1
COURT LOBBY
1B18

QT
WC-1 16 1B40
8
PT-2 PT-2
10
PT-3 10 26 16 WC-1
WC-1 16
8

UP WC-1 8

CORRIDOR
1B22 10
WC-1 16
PT-2

8
ALIGN PUBLIC LOBBY
1A02
8
9' - 5" 11 PT-2
PT-2 RECORDS 10 CPT-2
ALIGN 20

QTZ-1
1A20

WB-3
SHT-1 WC-1 16
20 PT-1
UPDATED WOMEN'S LOCKER ROOM
" WC-1 QTZ-

3'
-2 CPT-2 1 PT-2

-2
1B44
1 3' 16

"
WB-1 WB-3 11
" CPT-2
3/4
1 1
5'
-1 12 WB-1 PERMIT SET

11
'-
" PT-2

10
8 SF-1 -2
3'

1
10/21/2022

/8"
25 25 PT-2 CPT-1
WB-1 PT-2
WB-1
CONFERENCE CPT-1
UPDATED FITNESS REVISIONS

3'
1A15

-2
1A28 WB-1

"
PT-2 NO. DATE DESCRIPTION

PT-3
PST
22 SF-2 CORRIDOR
CPT-3 1A03
1A21
WB-2
22
PT-2 17 12
SHT-1 ALIGN SF-2 CPT-3
1 21
PT-2
MR-1

SHT-1
UPDATED WOMEN'S LOCKER ROOM
1B44
1 ALIGN
PT-2 25 25 PT-2
1
SHT-1 LVT-1
8
WB-1
PT-2 IT 19
PT-2 DUTY BAG STORAGE LVT-1 1A45
1A56
SHT-1 WB-1 PT-2

PT-3
UPDATED MEN'S LOCKER ROOM CPT-3
1A52 WB-2
COMMUNITY / TRAINING ROOM
1A05
21
8 8 8 8
WG-1

PLAN NORTH 90.00°

TRUE NORTH 54.00°
4 1/2"

8 8 8 PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 4:09:58 PM

SHEET TITLE:

1ST FLOOR FINISH PLAN

FINISH PLAN - FIRST FLOOR

A141
7
A141 1/8" = 1'-0"

Copyright 2022 © JEMA

 FINISH LEGEND - INTERIOR
OVERALL
TAG DESCRIPTION MANUFACTURER STYLE COLOR SIZE FINISH INSTALLATION THICKNESS NOTES CONTACT KEYED NOTES - FINISH PLAN
GENERAL NOTES: FINISH NOTE NO. NOTE TEXT
ACT-1 ACOUSTIC CEILING ARMSTRONG CELINGS FINE FISSURED (#1820) ANGLED TEGULAR WHITE 24 X 24 G.C. TO VERIFY CEILING TILES WITH BRETT LINDENMEYER, 618 830 5462,
OWNERS ATTIC STOCK BALINDENMEYER@ARMSTRONGCEILINGS.COM 1. REFER TO PLANS, RCP, FINISH LEGEND, DETAILS, AND ELEVATIONS FOR ADDITIONAL FINISH INFORMATION
2. PROVIDE A LEVEL 5 FINISH AT ALL LOCATIONS OF PT-6 1 REFER TO ELEVATIONS, RCP, ENLARGED PLANS, AND DETAILS FOR ADDITIONAL FINISH INFORMATION
CPT-1 CARPET TILE MILLIKEN 2.0 FREESTYLE W/ACCENT FRS126-27-VINYL W/FRENCH BLUE 1M X 1M MATCH EXISTING 1/4" NICK JANNETT,314 912 8000,
3. U.N.O. ALL TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR 2 NO FINISH WORK IN THIS AREA. SEE RCP FOR CEILING SCOPE. PROTECT EXISTING FINISHES AND FURNITURE DURING CEILING WORK.
NICK.JANNETT@MILLIKEN.COM
3 ALL NEW FIXED SHELVING, OFOI planning architecture interior design
CPT-2 CARPET TILE, WALKOFF SHAW PATHTILE LAVA 34549 24 X 24 MONOLITHIC AFTEN ZURLIENE, 314-440-2010.
AFTEN.ZURLIENE@JEMASTL.COM 4 REMOVE & STORE EXISTING SYSTEMS FURNITURE. DISCONNECT ASSOCIATED POWER & DATA. REFER TO SHEET 2 OF 5 IN LOGISTICS PLAN PARAMETERS, ALSO SEE
ALTERANTES.
CPT-3 CARPET TILE SHAW CONTRACT EXCHANGE TILE 5T304 SOUKE 01500 18"X36" MONOLITHIC AFTEN ZURLIENE, 314-440-2010.
AFTEN.ZURLIENE@JEMASTL.COM 5 NOT USED
ARCHITECT
HW-1 HARDWARE AMEROCK REVOLVE POLISHED CHROME 5 1/16" 6 NOT USED
JEMA
LVT-1 LVT MILLIKEN FREELAY LVT POLISHED CONCRETE POL13 36" X 36" MATCH EXISTING 1/4" NICK JANNETT,314 912 8000, 7 NOT USED 2823 OLIVE ST.
NICK.JANNETT@MILLIKEN.COM 8 REPLACE VERTICAL BLINDS WITH WINDOW SHADES SHD-1. ST. LOUIS, MO 63103
MC-1 METAL CEILING ARMSTRONG CELINGS METALWORKS LINEAR CLASSICS GUN METAL GRAY 2"X96" AND UNPERFORATED SEE RCP BRETT LINDENMEYER, 618 830 5462, 9 INSTALL BLACKOUT SHADES SHD-2. CONTACT: MATT SUTHERLAND
4"X96" BALINDENMEYER@ARMSTRONGCEILINGS.COM 10 PATCH & REPAIR EXISTING TERRAZZO FLOORING AND BASE AS NEEDED AS A RESULT OF SHOWN SCOPE CHANGES ONLY, EXISTING DAMAGE EXCLUDED. T: 314-531-7400
MR-1 MIRROR 1/4" THICK FLAT POLISHED EDGE, LOW IRON 11 INSTALL FLOORING TRANSITION, TR-2, CPT-TER E: MSUTHERLAND@JEMASTL.COM
TEMPERED GLASS, SAFETY BACKING 12 INSTALL FLOORING TRANSITION, TR-3, CPT-CPT
PL-1 PLASTIC LAMINATE FORMICA MISSION WHITE 933-58 MATTE ANN YOUNG, 314-221-2434, 13 INSTALL FLOORING TRANSITION, TR-4, CPT-CONC STRUCTURAL ENGINEER
ANN.YOUNG@AMERHART,COM 14 INSTALL FLOORING TRANSITION, TR-5, LVT-CONC ALPER AUDI STRUCTURAL ENGINEERS
PL-2 PLASTIC LAMINATE WILSONART HANDSPUN DOVE 5034-38S FINE VELVET PATTY EGAN, 636-296-1111, 15 INSTALL FLOORING TRANSITION, TR-6, LVT-TER 1804 BORMAN CIRCLE DRIVE
PEGAN@COMPIDISTRIBUTORS.COM ST. LOUIS, MO 63146
16 WRAP COLUMNS WITH WC-2, TYPE III VINYL, FULL HEIGHT.
PL-3 PLASTIC LAMINATE WILSONART GRAPHITE 10657-60 MATTE PATTY EGAN, 636-296-1111, CONTACT: STEVE EHRETT
PEGAN@COMPIDISTRIBUTORS.COM 17 INSTALL FLOORING TRANSITION, TR-7, LVT-EXIST T: 314-432-8600
PT-1 PAINT - EXISTING SHERWIN WILLIAMS MATCH EXISTING ADJ. WALL PAINT. HANK MEINKING, 314 281 7485, 18 INSTALL FLOORING TRANSITION, TR-8, TER-TER E: STEVE.EHRETT@ALPERAUDI.COM
HANK.MEINKING@SHERWIN.COM 19 INSTALL FLOORING TRANSITION, TR-9,SF-LVT
PT-2 PAINT - GENERAL SHERWIN WILLIAMS MODERN GRAY, SW7632 HANK MEINKING, 314 281 7485, 20 INSTALL FLOORING TRANSITION, TR-10, SF-EXIST
MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
HANK.MEINKING@SHERWIN.COM 21 INSTALL FLOORING TRANSITION, TR-11, SF-SHT G&W ENGINEERING
PT-3 PAINT - ACCENT SHERWIN WILLIAMS STEELY GRAY, SW7664 HANK MEINKING, 314 281 7485, 22 INSTALL FLOORING TRANSITION, TR-12, SHT-EXIST 138 WELDON PARKWAY
HANK.MEINKING@SHERWIN.COM 23 INSTALL FLOORING TRANSITION, TR-14, LVT-CPT MARYLAND HEIGHTS, MO 63043
PT-4 PAINT - CEILING SHERWIN WILLIAMS CEILING BRIGHT WHITE, SW7007 HANK MEINKING, 314 281 7485, 24 INSTALL FLOORING TRANSITION, TR-15, CPT-EXIST CONTACT: BRETT ROSSOMANNO
HANK.MEINKING@SHERWIN.COM 25 PROVIDE MANUF. RECOMMENDED EDGE TRIM, FINISH TO MATCH ADJ. WALL PANEL. TYP, ALL SHOWERS T:314-469-3737
PT-5 PAINT - DOOR / TRIM SHERWIN WILLIAMS MATCH ADJ. WALL PAINT. HANK MEINKING, 314 281 7485, E: BROSSOMANNO@GANDWENGINEERING.COM
26 PAINT PT-2 TO UNDERSIDE OF STRUCTURE - ELIMINATING NAVY BLUE COLOR ON HIGH WALLS
HANK.MEINKING@SHERWIN.COM
PT-6 PAINT - DARK ACCENT SHERWIN WILLIAMS IRON ORE, SW7069 HANK MEINKING, 314 281 7485, OWNER'S REPRESENTATIVE
HANK.MEINKING@SHERWIN.COM NAVIGATE BUILDING SOLUTIONS
QTZ-1 QUARTZ WILSONART RIO UPANO Q3008 UPANO 8419 MANCHESTER ROAD
SF-1 SPORTS FLOOR ALTRO OLLERO OASIS 09 38" X 38" REFER TO MANUF. 12MM ERIN FERNANDES, 314-276-2196 BRENTWOOD, MO 63144
RECOMMENDATION ERIN@DESIGNSURFFACES.ORG CONTACT: DAVID LOWELL
SF-2 SPORTS FLOOR ALTRO OLLERO ZEN 05 38" X 38" REFER TO MANUF. 12MM ERIN FERNANDES, 314-276-2196 T: 314-517-0935
RECOMMENDATION ERIN@DESIGNSURFFACES.ORG E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
SHD-1 SHADE, WINDOW LEGRAND SS SPEC SERIES MANUAL SHADING SYSTEM SHADE: SHADEVIEW 18D, 3%,
SHD-2 SHADE, WINDOW LEGRAND SS SPEC SERIES MOTORIZED SHADING SYSTEM, SHADE: SHADEVIEW 18D, 3%,, COMMON FACIA
DUEAL ROLLER W/BLACKOUT BLACKOUT 7500
SHT-1 HOMO. SHEET FLOORING ALTRO SYMPHONIA WHIRLPOOL FH2029 6" INTEGRATED WALL BASE AT ALL ERIN FERNANDES, 314-276-2196
LOCATIONS ERIN@DESIGNSURFFACES.ORG
SS-1 SOLID SURFACE - BREAK ROOMS FORMICA EVERFORM SOLID SURFACE BIANCO MINERAL 758 ANN YOUNG, 314-221-2434, ARCHITECT OF RECORD:
ANN.YOUNG@AMERHART,COM
SS-2 SOLID SURFACE - LOCKER ROOMS WILSONART SOLID SURFACE BLUESTONE 9074EA PATTY EGAN, 636-296-1111,
PEGAN@COMPIDISTRIBUTORS.COM
ST-1 STAIN, WOOD TO MATCH EXISTING
TER-1 TERRAZZO MATCH EXISTING ADJ. TERRAZZO FLOORING TO MATCH ADJ.
TL-1 TILE - BREAK ROOMS TILE BAR DIVISION CERAMIC TILE WHITE 8"X16" MATTE STACKED GROUT: MAPEI BISCUIT 14 OR EQ SCOTT SIEGAL, 312-929-9404, SSIEGAL@TILEBAR.COM
TL-2 TILE - LOCKER ROOMS AMERICAN OLEAN COLOR STORY STABLE 0052 4"X12" MATTE VERTICAL STACK GROUT: TEC COLORED TO MATCH JILL PATTERSON, 314-208-7962,
SW2739 CHARCOAL BLUE OR EQ JILL.PATTERSON@VIRGINIATILE.COM
TR-1 NOT USED
TR-2 FLOORING TRANSITION CPT-TER STAINLESS STEEL OR EQ
TR-3 FLOORING TRANSITION CPT-CPT TARKETT 29 MOONROCK AMY ELLIS, 314 348 7677, AMY.ELLIS@TARKETT.COM
TR-4 FLOORING TRANSITION CPT-CONC STAINLESS STEEL OR EQ
TR-5 FLOORING TRANSITION LVT-CONC STAINLESS STEEL OR EQ
JOHN EDWARD MUELLER
TR-6 FLOORING TRANSITION LVT-TER STAINLESS STEEL OR EQ MO ARCHITECTURAL LICENSE A2010039774
TR-7 FLOORING TRANSITION LVT-EXIST STAINLESS STEEL OR EQ MO CERTIFICATE OF AUTHORITY A2014008380
TR-8 FLOORING TRANSITION TER-TER STAINLESS STEEL OR EQ
TR-9 FLOORING TRANSITION SF-LVT STAINLESS STEEL OR EQ
TR-10 FLOORING TRANSITION SF-EXIST STAINLESS STEEL OR EQ
TR-11 FLOORING TRANSITION SF-SHT STAINLESS STEEL OR EQ
TR-12 FLOORING TRANSITION SHT-EXIST STAINLESS STEEL OR EQ
TR-13 TILE FINISHING EDGE SCHLUTER STAINLESS STEEL OR EQ
TR-14 FLOORING TRANSITION CPT-EXIST STAINLESS STEEL OR EQ
TR-15 FLOORING TRANSITION LVT-CPT TARKETT 29 MOONROCK AMY ELLIS, 314 348 7677, AMY.ELLIS@TARKETT.COM
TR-16 RUBBER NOSING TARKETT 29 MOONROCK AMY ELLIS, 314 348 7677, AMY.ELLIS@TARKETT.COM
UP-1 UPHOLSTERY - BACK MAYER FABRICS RELATIVITY TL465 GREIGE 007 54" WRITE AWAY - SOIL & STAIN RESISTANT TOP COAT MATTHEW HUTCHISON, 314-650-6800,
WITH INK RESISTANT TECHNOLOGY MATTHEW.HUTCHISON@MAYERFABRICS.COM

CITY OF ST. CHARLES POLICE DEPARTMENT

UP-2 UPHOLSTERY - SEAT MAYER FABRICS CARESSA CA-026 GRANITE 026 54" WRITE AWAY - SOIL & STAIN RESISTANT TOP COAT MATTHEW HUTCHISON, 314-650-6800,
WITH INK RESISTANT TECHNOLOGY MATTHEW.HUTCHISON@MAYERFABRICS.COM
WB-1 WALL BASE TARKETT 6" VINYL .080" COVE BASE 29 MOONROCK 6" AMY ELLIS, 314 348 7677, AMY.ELLIS@TARKETT.COM
WB-2 WALL BASE TARKETT MILLWORK, REVEAL 29 MOONROCK 6" AMY ELLIS, 314 348 7677, AMY.ELLIS@TARKETT.COM
WB-3 STAINLESS STEEL WALL BASE INPRO STAINLESS STEEL WALL BASE - SS 304 - COVE BASE 6" X 96" 8 8 8
W/O TOE 8
WC-1 WALLCOVERING/WALL WOLF GORDON RAMPART - SPARTA SHIMMER 52" AT ROUND COLUMNS DAVID SMITH, DAVID.SMITH@WOLFGORDON.COM

ST. CHARLES, MO 63303

PROTECTION

1781 ZUMBEHL ROAD

WC-2 WALLCOVERING WOLF GORDON RUSSELL SQUARE GOH 32236263 INDIGO 54" DAVID SMITH, DAVID.SMITH@WOLFGORDON.COM
WG-1 WALL GRAPHICS TO BE SELECTED TO BE SELECTED. LEVI BUCK, 314-656-3142, LEVI@ARCH-DESIGN.COM
WP-1 WALL PANEL ALTRO TEGULIS - 3 x 12 STACKED WHITE MINERAL 48"X96" VERTICAL STACK, CORESPONDING EDGE TRIMS, PER ERIN FERNANDES, 314-276-2196
OVERLAPPING WALL PANELS MANUF. ERIN@DESIGNSURFFACES.ORG

WC-1 16

24
WC-1 16 8
UP
17
LOCKERS
WC-1 16
2A34 24
PT-2
LVT-1
WB-1
PERMIT SET
SEU OFFICE
10/21/2022
KITCHEN 24 2A06
PT-2
2A33
LVT-1
PT-1
WC-1 16
REVISIONS
CPT-1
WB-1 NO. DATE DESCRIPTION
WB-1
TL-1
PT-3

WC-1 16
PT-2 16 WC-1
LVT-1 PT-2
WB-1 CPT-1 8
8
WB-1
EXECUTIVE ASSISTANT CHIEF'S CONFERENCE ROOM
2A01 2A02
17
PT-2
CPT-3
WB-2
23 24
24
9
12
CORR
2A05

DISPATCH PT-3
PLAN NORTH 90.00°
2A31 PT-2
8 TRUE NORTH 54.00°
PT-2 CORR CPT-1
CPT-1 2A13 WB-1 PROJECT NO. ISSUED BY:
WB-1 24 24 24 24 21-1540.06
CAPTAIN'S OFFICE CHIEF'S OFFICE ISSUED DATE:
10/21/2022 4:10:05 PM
2A30 2A03 8
CALEA OFFICE FINANCE OFFICE MAJOR'S OFFICE BUSINESS SERVICES OFFICE CAPTAIN'S OFFICE SHEET TITLE:
PT-2 PT-2
2A26 2A25 2A15 2A14 2A04
CPT-1 CPT-1
WB-1
PT-2 PT-2 PT-2 PT-2 PT-2
WB-2 2ND FLOOR FINISH PLAN &
CPT-1 CPT-1 CPT-1 CPT-1 CPT-1
WB-1 WB-1 WB-1 WB-1 WB-1
LEGEND
8 8 8 8 8
8

1
A142
FINISH PLAN - 02 - PHASE 2
1/8" = 1'-0" A142
Copyright 2022 © JEMA
 KEYED NOTES - EQUIPTMENT FURNITURE ORDERING PRIORITY FURNITURE TYPE
NOTE NO. NOTE TEXT planning architecture interior design
1 - BASE CONTRACT FURNITURE ORDER
1 VENDING MACHINE, PROVIDE POWER AND DATA PER ELECTRICAL (O.F.O.I.) F-2 - ALTERNATE TYPE 2
2 ALL EQUIPMENT THIS ROOM TO BE RELOCATED BY OWNER AND REINSTALLED BY CONTRACTOR F-3 - ALTERNATE - REMAINING WORKSTATIONS
ARCHITECT
(O.F.C.I.) F-4 - ALTERNATE - REMAINING PRIVATE OFFICES, CONFERENCE ROOMS &
3 COMPUTERS, PRINTERS, AND OFFICE EQUIPMENT (O.F.O.I.), TYP COMMUNITY ROOM TYPE 3 JEMA
2823 OLIVE ST.
4 KEEP WALL CLEAR OF ALL EQUIPTMENT AND DEVICES. OUTLETS EXCUSED ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
NOTE: TYPE 4 T: 314-531-7400
ALL FURNITURE IS OWNER FURNISHED AND OWNER INSTALLED. GC IS E: MSUTHERLAND@JEMASTL.COM
DC RESPONSIBLE FOR DISCONNECT AND RECONNECT OF POWER AND DATA.
U 12 U 11 U 11 U 11
U7
STRUCTURAL ENGINEER

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U9
ALPER AUDI STRUCTURAL ENGINEERS

U 11
U 11
1804 BORMAN CIRCLE DRIVE

U7

U7
U 12 U 11 U 11 ST. LOUIS, MO 63146
CONTACT: STEVE EHRETT

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U9

U 11
U 12 U 11 U 11

T: 314-432-8600

U7

U7
E: STEVE.EHRETT@ALPERAUDI.COM

U 11
BIO

U 14

U 11
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
1B53
U 12 U 11 U 11

U2
MECHANICAL/ELECTRICAL/PLUMBING ENGINEER

U7
U 12 U 11 U 11

G&W ENGINEERING

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
FIREARMS VAULT
138 WELDON PARKWAY

U 11
1B55 1B55
MARYLAND HEIGHTS, MO 63043
U7
1B53
U 12 U 11 U 11 15" CONTACT: BRETT ROSSOMANNO
T:314-469-3737

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
E: BROSSOMANNO@GANDWENGINEERING.COM

U9
U4

1B52

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
ARMORY EQUIP STOR

1B11
OWNER'S REPRESENTATIVE
11
U7

NAVIGATE BUILDING SOLUTIONS

U9
U7

8419 MANCHESTER ROAD

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
BRENTWOOD, MO 63144
DP CONTACT: DAVID LOWELL
U7

U9
1B11
T: 314-517-0935
U7

ES CA
U8
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
U7

U9
ARMORY
U7

1B10
1B10B
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
U7

U9

CA
U7

DP OFFICE
1B10A
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
ES CA 1C04 ARCHITECT OF RECORD:

U6
U7

U7

U 13
GUN CLEANING
U7

1B09
U7

U 13
1. BASE ORDER
U7

DP
U7

1B04
CA DC
ES
U7

C C C
U7

OFFICE

D F 1B54
U7

DW
U7

CA JOHN EDWARD MUELLER

BREAK ROOM
B MO ARCHITECTURAL LICENSE A2010039774
1B03 JUDGE OFFICE
1. BASE ORDER
U7

J MO CERTIFICATE OF AUTHORITY A2014008380

A E 1B33
U7

1
2. ALTERNATE

1
F

DP ES
DC DC
DC

J
DC

DC
DP

CA

CITY OF ST. CHARLES POLICE DEPARTMENT

DC

COURT ADMIN
1B34

1. BASE ORDER 2. ALTERNATE

EXPANDED ROOM ID OFFICE DP
1B15 1B19 DC
CA
OFFICE
1B39

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
1. BASE ORDER
3
4. ALTERNATE
MUSTER ROOM
1A59

DP
DC
ES
CA

4. ALTERNATE
4. ALTERNATE CONFERENCE ROOM

CR
TRAFFIC SERGEANT
1A27
OFFICE OFFICE 1A41

DC
EH
1A57 1A58
4. ALTERNATE
CR
UP

DP
DC
DP

EH
DC
CA CA

DP
CORP OFFICE
1. BASE ORDER 1A54
EL ST ST ER EL ST ST INT ST ER
SF
ER

J J
J
SF
SF

R1 R1 R1 R1 R1 R1
CR
R1
ST

G
R1
INT

R1
ST

R1
ST

1. BASE ORDER
RECORDS
OFFICE OFFICE
R1
ST

1A20
1A55 1A53 G
PERMIT SET
R1
INT

4. ALTERNATE
R1
INT

T CONFERENCE T
1A15 10/21/2022
R1
INT

R1

REVISIONS
ST

E S CA
D D
EL ST ST ST INT INT INT ST ST ST INT ST ER
R1

DC
ST
SF
SF

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1

DP
NO. DATE DESCRIPTION
R1
ST

J T
T
EL

SF

UPDATED FITNESS
1A28 3. ALTERNATE
E
COMMUNITY / TRAINING ROOM
T T
R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 G 2 1A05
ER ST
ST
INT
ST
ST
ST
ST
INT
INT
INT
INT
INT
INT
ST ER
ST
EL
ST
ST
ST
ST
EL
ER
ES CA
JR 1 R1 R1 R1 R1 R1 R1 R1 JR 1
E E E RECORDS DC
U3

G 1A20 DP
U1

G
U1

U1

R1 R1 R1 R1 R1 R1 R1
J
U1

ER ST INT INT INT ST ST ST

J BREAKROOM
E

1A23
U1

U1

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
CA DP DC
U1

ER ST INT ST ST INT INT INT ST ST ST EL

4. ALTERNATE
ST ST ST INT INT INT ST ST INT ST ER
ES

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
EL ST ST ST INT INT INT ST ST INT ST ER

E
JR 1
U1

U1

R1 R1 R1 R1 R1 R1 R1 R1 R1
J
U3

E
COMMUNITY / TRAINING ROOM
PSO SUPERVISOR OFFICE 1A05
4. ALTERNATE 1A19

J
E
J RECORDS SUPERVISOR OFFICE
ER
R1
ST
R1
INT
R1
ST
R1
ST
R1
INT
R1
INT
R1
INT
R1
ST
R1
ST
R1
ST EL
E

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
E

1A22
4. ALTERNATE
ST ST ST INT INT INT ST ST INT ST ER

ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST ST ST EL

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
E
LEGAL SECRETARY
J 4 PROSECUTING ATTORNEY
1A11 1A09
PLAN NORTH 90.00°
NEW (16) TABLES TRUE NORTH 54.00°
AND (32) CHAIRS
J PROJECT NO. ISSUED BY:
E

J R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 21-1540.06
ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT INT INT ST ST ST EL

ISSUED DATE:
10/21/2022 4:10:19 PM
4. ALTERNATE 4. ALTERNATE 4. ALTERNATE SHEET TITLE:

1ST FLOOR - FURNITURE,

POWER, DATA, &
EQUIPTMENT

FURNITURE PLAN - FIRST FLOOR

A151
1
A151 1/8" = 1'-0"

Copyright 2022 © JEMA

 EQUIPMENT LEGEND:
ALL FIXTURES, ACCESSORIES, APPLIANCES, AND INSTALLATIONS TO BE ACCESSIBLE AND IN FULL COMPLIANCE. ALL APPLIANCES TO BE COMMERCIAL GRADE. PROVIDE
REQUIRED ELECTRICAL AND PLUMBING IF NEEDED FOR ALL EQUIPT. & COORDINATE WITH CLIENT FOR SPECIFICATION AND ADDITIONAL REQUIREMENTS.
planning architecture interior design

EQUIPMENT QTY SPEC

ARCHITECT
A RANGE / OVEN 2 GE PROFILE Model #: JS760SPSS JEMA
2823 OLIVE ST.
B DISH WASHER ST. LOUIS, MO 63103
2 GE PROFILE, 23.75"W #PDT755SYRFS, STAINLESS STEEL FINISH.
CONTACT: MATT SUTHERLAND
T: 314-531-7400
C REFRIGERATOR 4 GE 36"W #GFE28GYNFS, 27.7 CU. FT. FRENCH-DOOR, STAINLESS STEEL FINISH. E: MSUTHERLAND@JEMASTL.COM

D MICROWAVE 4 GE 1.6 CF #JES1657SMSS, 12 7/8" H X 21 3/4" W X 17 3/4" D, STAINLESS STEEL FINISH. STRUCTURAL ENGINEER
ALPER AUDI STRUCTURAL ENGINEERS
1804 BORMAN CIRCLE DRIVE
E RANGE HOOD 2 GE PROFILE Model #: UVW9301SLSS ST. LOUIS, MO 63146
CONTACT: STEVE EHRETT
F T: 314-432-8600
WASTE DISPOSAL 2 GE 1/2 HP #GREEN05P E: STEVE.EHRETT@ALPERAUDI.COM

G TV AND MOUNT (60") 7 VISIO, #M58Q7-J01, M-SERIES QUANTUM 58" CLASS 4K HDR SMART TV. PEERLESS-AV, #SF650 SMARTMOUNT
MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
FURNITURE ORDERING PRIORITY FURNITURE TYPE
1 - BASE CONTRACT FURNITURE ORDER
F-2 - ALTERNATE
F-3 - ALTERNATE - REMAINING WORKSTATIONS TYPE 1
ARCHITECT OF RECORD:
F-4 - ALTERNATE - REMAINING PRIVATE OFFICES, CONFERENCE ROOMS & COMMUNITY ROOM
TYPE 2
NOTE:
ALL FURNITURE IS OWNER FURNISHED AND OWNER INSTALLED. GC IS RESPONSIBLE FOR
DISCONNECT AND RECONNECT OF POWER AND DATA. TYPE 3
TYPE 4
TYPE 5
JOHN EDWARD MUELLER
MO ARCHITECTURAL LICENSE A2010039774
4. ALTERNATE 3. ALTERNATE MO CERTIFICATE OF AUTHORITY A2014008380

CIB LIEUTENANT OFFICE CIB SERGEANT OFFICE CIB SERGEANT OFFICE

2B10 2B19 2B20

CITY OF ST. CHARLES POLICE DEPARTMENT

CRIMINAL INVESTIGATION BUREAU
2B21

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
UP 4. ALTERNATE

SEU SERGEANT OFFICE

2B23

DC
ES
DP
1. BASE ORDER
4. ALTERNATE

CR
S

XX
1. BASE ORDER SEU OFFICE
2A06
J
J
A ES 1. BASE ORDER
CR
DC
E F B D DP XX
SS
C
J
DWJ

XX
CHIEF'S CONFERENCE ROOM
2A02
EMERGENCY OPERATIONS CENTER
2A10
EXECUTIVE ASSISTANT
2A01
PERMIT SET
10/21/2022
4. ALTERNATE COMM SUPERVISOR
2A32 REVISIONS
NO. DATE DESCRIPTION
F

XX
XX
1. BASE ORDER G
COPIER

XX
DISPATCH
2A31 CHIEF'S OFFICE
2A03
LATERAL
FILES

CAPTAIN'S OFFICE FINANCE OFFICE MAJOR'S OFFICE BUSINESS SERVICES OFFICE CAPTAIN'S OFFICE
2A30 2A25 2A15 2A14 2A04

CALEA OFFICE
2A26
PLAN NORTH 90.00°
TRUE NORTH 54.00°

PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
2. ALTERNATE 10/21/2022 4:10:24 PM

SHEET TITLE:

2ND FLOOR - FURNITURE,

POWER, DATA, &
EQUIPTMENT LEGEND
1 FURNITURE PLAN - 02 - PHASE 2
A152 1/8" = 1'-0"

A152
Copyright 2022 © JEMA
 FINISH LEGEND - EXTERIOR
TAG DESCRIPTION MANUFACTURER STYLE COLOR SIZE FINISH NOTES CONTACT

BR-1 BRICK INTERSTATE BRICK UTILITY PARK ROSE MATCH EXISTING MATCH EXISTING MATCH EXISTING
MC-1 PREFINISHED METAL COPING MATCH EXISTING
SV-1 CUT STONE VENEER CORNICE ARRISCRAFT CAMBRIDGE RENAISSANCE OLIVE MATCH EXISTING MATCH EXISTING MATCH EXISTING planning architecture interior design
SV-2 CUT STONE VENEER BASE ARRISCRAFT CAMBRIDGE RENAISSANCE OLIVE MATCH EXISTING MATCH EXISTING MATCH EXISTING

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
KEYED NOTES - EXTERIOR ELEVATIONS E: MSUTHERLAND@JEMASTL.COM
e13 e3 e3.6 e4 e5 e6 e7 e8
NOTE NO. NOTE TEXT
STRUCTURAL ENGINEER
1 OVERHEAD COILING DOOR. ALPER AUDI STRUCTURAL ENGINEERS
1804 BORMAN CIRCLE DRIVE
C3 2 EXISTING OPENING TO REMAIN ST. LOUIS, MO 63146
A301 A4 8" ALUM SIDING - COLOR TO 3 REPLACE EXISTING VISION GLASS WITH NEW SPANDREL GLASS (GL-3) AND SOLID GROUTED CMU INFILL BEHIND. CONTACT: STEVE EHRETT
MATCH EXISTING ROOF 4 ONE WAY EGRESS DOOR FROM EVIDENCE STORAGE, NO HANDLE OR KEY ACCESS ON EXTERIOR SIDE OF DOOR. T: 314-432-8600
A301
MC-1 MC-1 MC-1 EDGE AND COPING 5 COVER EXISTING WINDOW WITH ACHORED FRAME OVERMOUNT POLY CARBONATE UL 752 LEVEL 7 BULLET RESISTANT E: STEVE.EHRETT@ALPERAUDI.COM
SV-1 NEW CONSTRUCTION EXISTING SYSTEM
SV-1 SV-1
T.O. OF WALL T.O. OF WALL T.O. OF WALL 6 REPLACE EXISTING LOWER TWO VISION GLASS PANELS WITH NEW SPANDREL GLASS (GL-3)
MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
AND CMU INFILL BEHIND.
115' - 4" 115' - 4" 115' - 4" G&W ENGINEERING
BR-1 7 INFILL EXISTING DOOR OPENING WITH MATCHING CAST STONE BASE AND BRICK VENEER. REMOVE PORTION OF EXISTING 138 WELDON PARKWAY
BRICK IN ORDER TO TOOTH IN NEW TO EXISTING WALL. MATCH BRICK AND MORTAR COLOR TO EXISTING. MARYLAND HEIGHTS, MO 63043
8 OVER FLOW ROOF DRAIN OUTLET. 6" DIA STAINLESS STEEL LAMBS TONGE TYPE - MOUNT AT 18" ABOVE GRADE CONTACT: BRETT ROSSOMANNO
ALUMINUM SIDING BR-1 9 SHEET METAL 4"X12" SCUPPER, 12" X 12" RECIEVER BOX AND 6"X6" DOWN SPOUT INTO UNDERGROUND STORM WATER PIPING T:314-469-3737
15' - 4"

15' - 4"

15' - 4"
BR-1 - SEE CIVIL FOR CONTINUATION. SEE CIVIL FOR IN GROUND SLEEVE: PEBBLE GRAY RAL #7032 E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
SV-2 SV-2 8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
1ST FLOOR PLAN 1ST FLOOR PLAN 1ST FLOOR PLAN CONTACT: DAVID LOWELL
100' - 0" 100' - 0" 9 9 9 8
100' - 0" T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
A3
A501

ARCHITECT OF RECORD:
D1 ELEVATION 1 D2 ELEVATION 2 D3 ELEVATION 3
A201 1/8" = 1'-0" A201 1/8" = 1'-0" A201 1/8" = 1'-0"

eF.3 eF eE eD eC eB.3 eB eA e6 e5 e4 e3.6 e3 e2.6

A1

EXISTING NEW CONSTRUCTION A301 JOHN EDWARD MUELLER

C4 MO ARCHITECTURAL LICENSE A2010039774
MC-1 A301 MC-1 MO CERTIFICATE OF AUTHORITY A2014008380
SV-1 SV-1
T.O. OF WALL T.O. OF WALL
115' - 4" 115' - 4"

BR-1
15' - 4"

15' - 4"
BR-1

1
4

CITY OF ST. CHARLES POLICE DEPARTMENT

SV-2 SV-2
1ST FLOOR PLAN 1ST FLOOR PLAN
100' - 0" 2" 100' - 0"
EXPANSION JOINT 9 9

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
C1 ELEVATION 4 C3 ELEVATION 5
A201 1/8" = 1'-0" A201 1/8" = 1'-0"

eA eB eB.3 eC eD eE eF eF.3 eG eH eJ eK eL eK.9 eM eM.3 eM.7 eM.9

eN eN.3 eN.5

T.O. MASONRY
128' - 0"
12' - 8"

T.O. OF WALL
SECURED AREA PUBLIC ACCESS
115' - 4"
2ND FLOOR PLAN
114' - 0"

2 2 2
2 2 2 2 2 2
15' - 4"

6 6 3 5 5 5 5 5 5 5 5 5

7 7
PERMIT SET
1ST FLOOR PLAN
100' - 0" 10/21/2022
REVISIONS
NO. DATE DESCRIPTION

B1 ELEVATION 6 (EXISTING BUILDING)

A201 1/8" = 1'-0"

2 1/2" 3' - 4 7/8" 2 1/2" 3' - 4 7/8" 2 1/2" 3' - 4 7/8" 2 1/2" 3' - 6 3/8"

13' - 11 7/8" 13' - 11 7/8"

GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 PLAN NORTH 90.00°
TRUE NORTH 90.00°
1' - 10"

PROJECT NO. ISSUED BY:

9' - 7 3/4"

9' - 7 3/4"

21-1540.06
3' - 3 3/4"

GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 ISSUED DATE:
2 1/2"
6' - 2 1/2" +/-

10/21/2022 4:10:29 PM
VIF

SHEET TITLE:
5
EXTERIOR AND
STOREFRONT/CURTAIN WALL
7 3/4"

ELEVATIONS
SF1 SF2 CW1
EXISTING
A1 STOREFRONT AND CURTAIN WALL ELEVATIONS
A201 1/4" = 1'-0"
A201
Copyright 2022 © JEMA
 eF.3 eF eE eD eC eB.3 eB eA

planning architecture interior design

TYP
T.O. OF WALL A5 STONE SIM
D3 D2 ARCHITECT
115' - 4" A501 A501 A501 JEMA
2823 OLIVE ST.
T.O. OF WALL ST. LOUIS, MO 63103
115' - 4" CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

STRUCTURAL ENGINEER
ALPER AUDI STRUCTURAL ENGINEERS
1804 BORMAN CIRCLE DRIVE
1ST FLOOR PLAN ST. LOUIS, MO 63146
100' - 0" CONTACT: STEVE EHRETT
T: 314-432-8600
E: STEVE.EHRETT@ALPERAUDI.COM

D1 BUILDING SECTION 1 MECHANICAL/ELECTRICAL/PLUMBING ENGINEER

A301 1/8" = 1'-0" G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
OVERFLOW ROOF DRAIN, CONTACT: BRETT ROSSOMANNO
INSULATED, TO DAYLIGHT AT T:314-469-3737
e2.6 e3 e3.6 e4 e5 e6 EXTERIOR WALL E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
PRIMARY ROOF DRAIN PIPE, NAVIGATE BUILDING SOLUTIONS
INSULATED, TO INTERNALLY 8419 MANCHESTER ROAD
C4 T.O. OF WALL PIPED TO UNDER GROUND BRENTWOOD, MO 63144
A301 PERIMETER STORM SEWER - CONTACT: DAVID LOWELL
115' - 4"
SEE PLUMBING T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

ARCHITECT OF RECORD:

1ST FLOOR PLAN

100' - 0"
TYP
A1 STONE EXTEND INSULATION 4' FROM EDGE
OF SLAB, TYP.
C1 BUILDING SECTION 2 A501

A301 1/8" = 1'-0"

1ST FLOOR PLAN 1ST FLOOR PLAN

100' - 0" 100' - 0"
JOHN EDWARD MUELLER
MO ARCHITECTURAL LICENSE A2010039774
MO CERTIFICATE OF AUTHORITY A2014008380
DRAIN TILE, TYP.

CITY OF ST. CHARLES POLICE DEPARTMENT

C3 WALL SECTION 1 C4 WALL SECTION 2
A301 1/2" = 1'-0" A301 1/2" = 1'-0"

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
e13 e13 eC
eF.3 e6 eC

SIM
SIM B1 D2 B1
D2 B1 A501
A501 A501
A501 A501

T.O. OF WALL T.O. OF WALL T.O. OF WALL T.O. OF WALL T.O. OF WALL T.O. OF WALL B3 T.O. OF WALL
115' - 4" 115' - 4" 115' - 4" 115' - 4" 115' - 4" 115' - 4" A501 115' - 4"

A4
A501

B5
A503

GYP BD ON METAL STUDS

CEILING EXPANSION
PERMIT SET
JOINT ALUM EXPANSION
JOINT COVER AT TOP 10/21/2022
FRAMED GYP BD SOFFIT OF WINDOW
C4
AT NEW TO EXISTING
A503
TRANSITION SHEET METAL REVISIONS
CLOSURE PAINT WHITE NO. DATE DESCRIPTION
GYP BD SOFFIT TO MATCH CEILING

ALUM EXPANSION
EXPANSION JOINT JOINT COVER AT
WINDOW OPENING
BEYOND
ALUM EXPANSION
8' - 0"

JOINT COVER AT
SILL

PAVING TO FLOOR
SLAB CONC. WITH NEW SLAB DOWELED
COMPRESSIBLE CONCRETE FILL FLUSH INTO EXISTING
FILLER JOINT WITH FLOOR
COVERED EXPANSION
JOINT
EXPANSION JOINT

1ST FLOOR PLAN 1ST FLOOR PLAN 1ST FLOOR PLAN 1ST FLOOR PLAN 1ST FLOOR PLAN 1ST FLOOR PLAN 1ST FLOOR PLAN
100' - 0" 100' - 0" 100' - 0" 100' - 0" 100' - 0" 100' - 0" 100' - 0"

PLAN NORTH 90.00°

TRUE NORTH 90.00°
EXISTING NEW EXISTING NEW EXISTING NEW EXISTING NEW
PROJECT NO. ISSUED BY:
21-1540.06
ISSUED DATE:
10/21/2022 4:10:35 PM

SHEET TITLE:

BUILDING AND WALL

SECTIONS

A1 WALL SECTION 4 A2 WALL SECTION 5 A3 WALL SECTION 6 A4 WALL SECTION 8 A5 WALL SECTION 7 A6 WALL SECTION 9 A7 WALL SECTION 10
A301 1/2" = 1'-0" A301 1/2" = 1'-0" A301 1/2" = 1'-0" A301 1/2" = 1'-0" A301 1/2" = 1'-0" A301 1/2" = 1'-0" A301 1/2" = 1'-0"

A301
Copyright 2022 © JEMA
 PLUMBING FIXTURES & ACCESSORIES LEGEND PHASE 2
NOTE: ALL FIXTURES, ACCESSORIES, AND INSTALLATIONS TO BE ACCESSIBLE AND IN FULL COMPLIANCE WITH
ICC/ANSI 117.1. NUMBERS IN BRACKETS REFER TO ICC/ANSI 117.1 SECTION. REFER TO PLUMB. SHEETS FOR ADD. INFORMATION.

eC eD eB.3 eC eE eF MARK MANUFACTURER MODEL DESCRIPTION MATERIAL/FINISH COMMENTS

planning architecture interior design

A BOBRICK B-5806 X 18 18" HORIZONTAL GRAB BAR WITH CONCEALED MOUNTING STAINLESS STEEL, SATIN
C8Ad B BOBRICK B-5806 X 36 36" HORIZONTAL GRAB BAR WITH CONCEALED MOUNTING STAINLESS STEEL, SATIN
ARCHITECT
18' - 8" C BOBRICK B-5806 X 42 42" HORIZONTAL GRAB BAR WITH CONCEALED MOUNTING STAINLESS STEEL, SATIN
JEMA
1A47 1A46
D BOBRICK B-2012 AUTOMATIC WALL MOUNTED FOAM SOAP DISPENSER STAINLESS STEEL, SATIN 2823 OLIVE ST.
C8Fd S2A 18' - 10"
H H E BOBRICK B-3974 CLASSIC SERIES RECESSED CONVERTIBLE AUTOMATIC UNIVERSAL ROLL PAPER TOWEL STAINLESS STEEL, SATIN ST. LOUIS, MO 63103
C8Ad DISPENSER AND WASTE RECEPTICLE CONTACT: MATT SUTHERLAND

3' - 11 1/4"
ST ER
E F BOBRICK B-2888 CLASSIC SERIES MULTI-ROLL TOILET TISSUE DISPENSER, SURFACE-MOUNTED STAINLESS STEEL, SATIN T: 314-531-7400
B G BOBRICK B-254 CLASSIC SERIES SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL STAINLESS STEEL, SATIN E: MSUTHERLAND@JEMASTL.COM
e6 R1
e10.4 C6Ad H BOBRICK B-9542 FINO COLLECTION SURFACE MOUNTED COAT HOOK STAINLESS STEEL INSTALL AT 48" T/O UNIT
J1 BOBRICK B-290 2448 BOBRICK B-290 2448 WELDED FRAME MIRROR STAINLESS STEEL, SATIN STRUCTURAL ENGINEER
PT-6 K

1' - 3"
M4Dd TL-1 TL-2 J2 BOBRICK B-290 2460 BOBRICK B-290 2460 WELDED FRAME MIRROR STAINLESS STEEL, SATIN ALPER AUDI STRUCTURAL ENGINEERS
R J1 K BRADLEY 9562 PHENOLIC SHOWER SEAT PHENOLIC 1804 BORMAN CIRCLE DRIVE

5' - 0"
A7 A403 A403 A10
M4Ac F F F CORPORATION ST. LOUIS, MO 63146
TYP, ALL

2' - 6"
5' - 0" C 3' - 1" 3' - 1" 2' - 6" 2' - 6" 2' - 6" TYP, ALL ADA A CONTACT: STEVE EHRETT
N D NON ADA L EQ TO EXISTING COORD. WITH OWNER ON EXISTING ACCESSORY AND INSTALL EQ STAINLESS STEEL, SATIN

TL-2
8' - 1 7/8"
P
A
H H A403 A4 SHOWERS
A8 A9 SHOWERS B M BOBRICK B-204-2 VINYL SHOWER CURTAIN OPAQUE WHITE REQUIRES 7 SHOWER HOOKS,
T: 314-432-8600
B2 J1 E: STEVE.EHRETT@ALPERAUDI.COM
A COORD. WITH SHOWER ROD

DWTL-1
N MOEN 84346 KARIS CHROME ONE HANDLE HIGH ARC BATHROOM FAUCET CHROME

2' - 6"
D P MOEN 7864 SLEEK CHROME ONE HANDLE HIGH ARC PULLDOWN KITCHEN FAUCET CHROME MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
H UPDATED MEN'S LOCKER ROOM A403 B
C2 Q 1A52 Q BRADLEY SERIES 400 FLOOR MOUNTED OVERHEAD BRACED STAINLESS STEEL RESTROOM PARTITIONS STAINLESS STEEL, BRUSHED G&W ENGINEERING
M4B J1 TL-2
138 WELDON PARKWAY
K C CORPORATION
C5 B1 F G F R BRADLEY URINAL SCREEN STAINLESS STEEL STAINLESS STEEL, BRUSHED MARYLAND HEIGHTS, MO 63043
1' - 4" EQ EQ 1' - 4" E G

5' - 0"
A403 C3 A F CORPORATION CONTACT: BRETT ROSSOMANNO
A505 C5 A403 3' - 1" 4' - 10 1/2"
G T:314-469-3737
TL-2 S BOBRICK B-239 X 34 SHELF WITH MOP AND BROOM HOLDERS AND HOOKS STAINLESS STEEL, SATIN INSTALL AT 5'-6" T/O UNIT
e11 H H A
E: BROSSOMANNO@GANDWENGINEERING.COM

M4Ac N B
A3 J2 A5
S J2 OWNER'S REPRESENTATIVE
A301 M2Ac BREAK ROOM
A403 B3 J1 D J1 D J1 A NAVIGATE BUILDING SOLUTIONS
1B03
Q H 8419 MANCHESTER ROAD
B4 H H A403 A6
E BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
A403 M L TYP. ALL T: 314-517-0935

PT-6
SHOWERS E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
M4Dd
H H UPDATED WOMEN'S LOCKER ROOM
B5
e7 1B44
7' - 0 1/8"

2' - 6" 3' - 0" 3' - 0"

M4Dd C4 A403
TL-2
e11
N REF. PLUMBING

U3
WP-1 FOR SHOWER
ARCHITECT OF RECORD:
M4Dd J1 D J1 D J1 TYP. ALL SHOWERS BASE AND
M4B EL ST ST ST INT INT INT ST ST INT ST HEAD SPEC
M4Dd AND LOCATION,

U1
R1 R1 R1 R1 R1 R1 R1 R1 R1 R1

3' - 0"
TYP.
2' - 10 3/8"

3' - 0"
E

INTUMESCENT PAINT AT R1 R1 R1 R1 R1 R1 R1
EXPOSED STEEL TO

U1
ST INT INT INT ST ST ST

PROVIDE 1 HOUR FIRE

RATING

C1 1ST FLOOR PLAN AT 1B03 C2 1ST FLOOR PLAN AT 1A52 C3 1ST FLOOR PLAN AT 1A44
A401 1/4" = 1'-0" A401 1/4" = 1'-0" A401 1/4" = 1'-0"
JOHN EDWARD MUELLER
MO ARCHITECTURAL LICENSE A2010039774
MO CERTIFICATE OF AUTHORITY A2014008380

eK.9 eM eM.3 eM.7 eM.9 eN.3 eN.5 eP eP.1 eE eF eF.3

eR3

CITY OF ST. CHARLES POLICE DEPARTMENT

1A02A
MB
MB
CORRIDOR
1B22

1B21
A403 1 KITCHEN
2A33
A403

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
2
4' - 5
1/2" E7
C8Fd
PUBLIC LOBBY
C8Bd B4 DW
1A02
MB A502
e10.4
P

BR DEAL TRAY WALK THROUGH

RECORDS
METAL DETECTORS
5' - 0 3/8"

1A20
1A05

BULLET RESISTANT
A403 D7 E5 A403 DEAL TRAY A403
C4 2ND FLOOR PLAN AT 2A33
M6Bh A401 1/4" = 1'-0"
A3
E6 E1
1' - 5 1/8" 2' - 5"

A4 A503
A502 EXISTING PERSCRIPTION 13' - 3 VEST
DROP OFF COLLECTION BOX CORRIDOR 3/8" 1A01
M4Ad M4B MB 1A21

e10.4 A403 eM.7 eM.9 eN.3 eN.5

"

E2
8' - 10

MB M4B
1A15

M6Bd PST A3
MB
1A03 E3 A502
1B42
E4
A403 e8

3/4"
STOR
WALL-MOUNTED TV MB
1A04

2' - 6
1A03
17' - 4 1/8"

M6Bh
M4B
e13 OFFICE
1 HOUR FIRE
SHUTTER ABOVE
CONFERENCE
1B39 PERMIT SET
1A15

M6Bd 10/21/2022
4' - 11 A403
"
D4 REVISIONS
D3 NO. DATE DESCRIPTION
EXISTING WALL-MOUNTED
TV/ PROJECTOR TO REMAIN A502 1/2" ACRYLIC
DIVIDERS BETWEEN
MB MB
SERVICE COUNTER
STATIONS IN 2X4
BR DEAL TRAY
ALUM SF FRAMES

"
e11 1A06

- 10
20'
D2
A403
CORR.
A2
MB A403
1A14 A503
RECORDS
1A20 D5
POLYGRAPH
ROOM 1 HOUR FIRE A2
FINGER PRINT A502
1A18
1A07
SHUTTER ABOVE
CORR. COMMUNITY / TRAINING ROOM
1A10 1A05
POLYGRAPH STORAGE BR DEAL TRAY
1A13 e9
A1 M6Bh COURT LOBBY
A502 5' - 0" 1B40

BR DEAL TRAY
PLAN NORTH 90.00°
M6Bh TRUE NORTH 54.00°
A1
1' - 4" D3
SECURE A503
STORAGE PROJECT NO. ISSUED BY:
COFFEE
1A12
1A08
A403 21-1540.06
ISSUED DATE:
M4Pc 10/21/2022 4:10:42 PM

SHEET TITLE:
1' - 6" D6 A403

2' - 6"
MB M4Pc
ENLARGED FLOOR PLANS
MB

eR2
A1 1ST FLOOR PLAN AT 1A07
A401 1/4" = 1'-0"
A4
A401
FLOOR PLAN - 01 - PHASE 2 - COURT SERVICE COUNTER
1/4" = 1'-0"
A401
Copyright 2022 © JEMA
 eF eF.3 eG eH eJ
planning architecture interior design

ARCHITECT
JEMA

SF
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

STRUCTURAL ENGINEER
ALPER AUDI STRUCTURAL ENGINEERS
1804 BORMAN CIRCLE DRIVE
ST. LOUIS, MO 63146
CONTACT: STEVE EHRETT
T: 314-432-8600
E: STEVE.EHRETT@ALPERAUDI.COM

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
e10.4 138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
D1 E: BROSSOMANNO@GANDWENGINEERING.COM

C2 A404 D2 OWNER'S REPRESENTATIVE

NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
C1 BRENTWOOD, MO 63144
eA eB eB.3 eC CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

UPDATED FITNESS
1A28
ARCHITECT OF RECORD:

U7
D1
A502

D2
e11 C3
A502

A301

e7 M4Dd
JOHN EDWARD MUELLER
MO ARCHITECTURAL LICENSE A2010039774
A4 MO CERTIFICATE OF AUTHORITY A2014008380
R1 A301
ST

SF1 M4B
A201 M4Dd
8

SF2
C1 M2Ac
A6
A502 A7
A301

CITY OF ST. CHARLES POLICE DEPARTMENT

A301
C2
A502
A5
A301

ST. CHARLES, MO 63303

M4Dd

1781 ZUMBEHL ROAD

C4
A502
e8

e13

1 ENLARGED PLAN - NEW FITNESS ROOM 2 ENLARGED PLAN - NEW VESTIBULE

A402 1/4" = 1'-0" A402 1/4" = 1'-0"

BID SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN 90.00°
TRUE 45.00°
NORTH
PROJECT NO. ISSUED BY:
21-1540.06
ISSUED DATE:
10/21/2022 4:10:44 PM

SHEET TITLE:

ENLARGED FLOOR PLANS

A402
Copyright 2020 © JEMA
 A1
PT-2 A3
A503
A3 planning architecture interior design
A503
A503
PT-2
MITERED PT-2 EQ EQ ARCHITECT
BULLET
EDGE JEMA
RESISTANT PT-2
PT-2 2823 OLIVE ST.
DEAL TRAY PT-2
2' - 10" 3' - 0" 2' - 4" EXISTING ST. LOUIS, MO 63103
CABINET TO MITERED PT-2 WC-1 PT-2 CONTACT: MATT SUTHERLAND
PT-2 PRESCRIPTION
MITERED REMAIN EDGE, G T: 314-531-7400

ON INSTALL HEIGHT
QTZ-1 DROP BOX

COORD. W/ OWNER
EXISTING 1' - 6" 3' - 0" 3' - 0" 3' - 0" EDGE TYP E: MSUTHERLAND@JEMASTL.COM
QTZ-1
TERRAZZO QTZ-1 EXISTING
WALL BASE. SUPPORT
BRACKETS TERRAZZO
PATCH AND EXISTING TERRAZZO SUPPORT STRUCTURAL ENGINEER
EXISTING TERRAZZO WALL BASE.

3' - 0"
WALL BASE. PATCH
2' - 8"

2' - 8"
REPAIR AS QTZ-1 QTZ-1 BRACKETS QTZ-1 ALPER AUDI STRUCTURAL ENGINEERS
PT-2 WALL BASE. PATCH PATCH AND
NEEDED AND REPAIR AS 1804 BORMAN CIRCLE DRIVE
PT-2 AND REPAIR AS REPAIR AS
NEEDED ST. LOUIS, MO 63146
6"

6"

6"
NEEDED NEEDED
WB-1 WB-3 CONTACT: STEVE EHRETT
WB-3 WB-3 WB-1 T: 314-432-8600
E: STEVE.EHRETT@ALPERAUDI.COM

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
E1 PUBLIC LOBBY 1A02 - PST RECEPTION - SOUTH E2 CORRIDOR 1A21 - PST RECEPTION - EAST E3 PST 1A03 - NORTH E4 PST 1A03 - WEST E5 CORRIDOR 1A21 - RECORDS RECEPTION - WEST E6 PUBLIC LOBBY 1A02 - SOUTH2 E7 PUBLIC LOBBY 1A02 - SOUTH G&W ENGINEERING
A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0" 138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM
A2 A1
A503 A503
OWNER'S REPRESENTATIVE
A2 A1
NAVIGATE BUILDING SOLUTIONS
ACRYLIC
A503 A503 8419 MANCHESTER ROAD
DIVIDER PANEL
BRENTWOOD, MO 63144
PT-1 IN ALUM
CONTACT: DAVID LOWELL
MOUNTING
T: 314-517-0935
FRAMES WC-1
NIGHT DROP E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
MAIL BOX,
RELOCATED PT-1
PT-2 EXISTING
5' - 8"

PT-2 EXISTING TACK

5' - 2" 5' - 3" 5' - 3" 5' - 0 3/4"
LOCKABLE BOARD CABINET TO
EQ C4 EQ
HINGED PANEL

8' - 8"
MITERED EDGE, BE RELOCATED
QTZ-1 TO ACCESS MAIL A505
TYP QTZ-1 ARCHITECT OF RECORD:

9"
COUNTER SUPPORT
BRACKETS
PT-2 BULLET RESISTANT QTZ-1
3' - 0"

3' - 0"

3' - 0"

3' - 0"
3"
2' - 9"
2' - 8"
QTZ-1 QTZ-1 DEAL TRAY

2' - 8"
3"
PT-2
QTZ-1 PT-2
6"

6"
WB-3
WB-1 WB-1
WB-3 WB-3 WB-1 2' - 6" 1' - 2" 1' - 2" 1' - 2" 1' - 2"

6" 2" 2" 2" 6"

D7 RECORDS 1A20 - EAST D2 COURT LOBBY 1B40 - NORTHWEST D3 COURT LOBBY 1B40 - NORTHWEST2 D4 OFFICE 1B39 - EAST D5 OFFICE 1B39 - SOUTH D6 COURT LOBBY 1B40 - WEST
A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0"
JOHN EDWARD MUELLER
MO ARCHITECTURAL LICENSE A2010039774
MO CERTIFICATE OF AUTHORITY A2014008380

B4
A505
APPLIANCES PER EQUIPMENT EQ 6' - 0" 6' - 0" EQ
2' - 0" 2' - 6" 2' - 0" SCHEDULE

CITY OF ST. CHARLES POLICE DEPARTMENT

TL-2
PT-2 PT-2 ALIGN PT-2
EQ EQ

ABOVE DINING TABLE, COORD. W/ FFE

1' - 0"

WC-2
TR-13 REF ELECTRICAL EQ EQ
PL-1 J1 J1 J1 FOR FIXTURE

INSTALL B.O. LIGHT 3'-0"

PT-6 TL-1 PT-6 PT-2
SPEC, TYP
2' - 6"

PT-2

ST. CHARLES, MO 63303

VERTICAL JOINTS,
MICRO SS-1 G D J2

1781 ZUMBEHL ROAD

TL-1 IF REQ.

ON INSTALL HEIGHT
COORD. W/ OWNER
COUNTERTOP,
1' - 6"

EQ EQ EQ EQ EQ EQ
1' - 6"

SS-2

7' - 0"
MICRO SS-1 BACK, & SIDE

6' - 3"
COUNTERTOP, BACK, & SPLASHES, TYP.

5' - 2"
UP-1 E
SIDE SPLASHES, TYP. PT-2 N

2' - 10"
3' - 0"

3' - 0"

UP-2
HW-1 TYP PL-1
PL-2 PL-2 PL-3
WB-2
HW-1 3' - 0" 1' - 11 1/2" 2' - 7 3/4" 9" 6' - 4" SHT-1 SHT-1
WB-2 1 1/8" 2' - 0" 2' - 6" WB-2 2' - 0"
TYP C5
1 1/8" +/- A5
11 7/8"
FILLER PANEL A505
APPLIANCES PER B1 A2 A505
EQUIPTMENT A4 A3 A1
SCHEDULE A505 A505
A505 A505 A505

C2 BREAK ROOM 1B03 - NORTH C3 BREAK ROOM 1B03 - EAST C5 BREAK ROOM ADDITION 1B03 - WEST C4 BREAK ROOM 1B03 - WEST B1 MEN'S LOCKER ROOM 1A52 - SOUTH B3 MEN'S LOCKER 1A52 - EAST
A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0"

PT-2 PT-2
PT-2

TR-13 TL-2 TR-13

TYP TL-2
TL-2 EQ EQ TL-2
INSTALL TL-2
PATTERN PT-2 EQ EQ
Q J1 J1 J1
TOP OF TILE TO ALIGN

TOP OF TILE TO ALIGN

Q PT-2
W/ CEILING HEIGHT

W/ CEILING HEIGHT
A R WP-1 WP-1 D J2 A
8' - 8"
A
C S A SS-2 B C BID SET
VISIBLE SURFACE, TYP.

SS-2
B
40" REQ. TO BOT. OF

C B

6' - 3"
5' - 2"

5' - 2"

F
E B E N F F
10/21/2022
2' - 10"

K PL-1 G
PL-1
G REVISIONS
NO. DATE DESCRIPTION
SHT-1 SHT-1 SHT-1 SHT-1 SHT-1 SHT-1
2' - 0" A5 A5
A505 A505

A4 WOMEN'S LOCKER ROOM 1B44 - EAST A5 WOMEN'S LOCKER ROOM 1B44 - NORTH A6 WOMEN'S LOCKER 1B44 - EAST2
B2 MEN'S LOCKER ROOM 1A52 - NORTH B4 MEN'S LOCKER ROOM 1A52 - NORTH2 B5 MEN'S LOCKER ROOM 1A52 - SOUTH2 A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0"
A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0"

B2 B1 B4 EQ EQ
A505 A505 A505
APPLIANCES PER
EQUIPTMENT SCHEDULE
APPLIANCES PER PT-3
PT-2 ALIGN
EQUIPTMENT SCHEDULE
WP-1 PT-2
1' - 0"

WP-1 PL-2 TR-13

WP-1 WP-1 MICRO

A SS-1 TL-1
2' - 6"

OPEN TO

ON INSTALL HEIGHT
COORD. W/ OWNER
A COUNTERTOP, BACK, & BEYOND
7' - 0"

MICRO SS-1
SIDE SPLASHES, TYP. COUNTERTOP, BACK, &
B PROJECT NO. ISSUED BY:
B SIDE SPLASHES, TYP.
REF. PLUMBING A 21-1540.06
3' - 0"

FURNITURE (FFE SCOPE)

FOR SHOWER K HW-1 TYP PL-2 ISSUED DATE:
PAN SPEC, TYP 10/21/2022 4:10:53 PM
PL-2 HW-1 TYP
WB-2
SHEET TITLE:
2' - 9" 2' - 6" 3' - 1" 1' - 6" 2' - 0" 3' - 0" 2' - 3" 1' - 6"

2" 2" 2" 2" 2 1/2" 2 1/2" INTERIOR ELEVATIONS

FILLER PANEL FILLER PANEL
A7 NON ADA SHOWER, TYP, W A8 NON ADA SHOWER, TYP, S A9 ADA SHOWER, TYP, S A10 ADA SHOWER, TYP, E 1 KITCHEN 2A33 - EAST B3 A4 A2 A3 3 CHIEF'S OFFICE 2A03 - NORTH
A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0" A403 1/4" = 1'-0" A505 A505 A505 A505 A403 1/4" = 1'-0"

2 KITCHEN 2A33 - SOUTH

A403 1/4" = 1'-0"
A403
Copyright 2020 © JEMA
 PT-2 PT-2
planning architecture interior design

PT-2 PT-2
ARCHITECT
JEMA
2823 OLIVE ST.
EQ EQ ST. LOUIS, MO 63103
PT-2
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM
PT-2 PT-2

8' - 0"
STRUCTURAL ENGINEER
MR-1 MR-1 ALPER AUDI STRUCTURAL ENGINEERS

COORD. W/ OWNER
1804 BORMAN CIRCLE DRIVE

PRIOR TO INSTALL
ST. LOUIS, MO 63146
CONTACT: STEVE EHRETT
T: 314-432-8600
PT-2 E: STEVE.EHRETT@ALPERAUDI.COM
WB-1

2' - 0"
WB-1
MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
PT-2 PT-2 CONTACT: BRETT ROSSOMANNO
25' - 0" 24' - 3 1/2"
D1 UPDATED FITNESS 1A28 - NORTH T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM
A404 1/4" = 1'-0"

D2 UPDATED FITNESS 1A28 - EAST OWNER'S REPRESENTATIVE

63' - 0 3/8" A404 1/4" = 1'-0" NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

EQ EQ
KEEP WALL CLEAR OF ALL
EQUIPTMENT AND DEVICES
13' - 6 3/4"

ARCHITECT OF RECORD:
WG-1 PT-2

COORD. W/ OWNER

PRIOR TO INSTALL
WB-1 WB-1

JOHN EDWARD MUELLER

C1 UPDATED FITNESS 1A28 - SOUTH C2 UPDATED FITNESS 1A28 - WEST MO ARCHITECTURAL LICENSE A2010039774
MO CERTIFICATE OF AUTHORITY A2014008380
A404 1/4" = 1'-0" A404 1/4" = 1'-0"

CITY OF ST. CHARLES POLICE DEPARTMENT

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
BID SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN 90.00°
TRUE 45.00°
NORTH
PROJECT NO. ISSUED BY:
21-1540.06
ISSUED DATE:
10/21/2022 4:10:54 PM

SHEET TITLE:

INTERIOR ELEVATIONS

A404
Copyright 2020 © JEMA
 PREFINISHED METAL COPING
NOTE:
1. REFER TO EXTERIOR ELEVATIONS FOR FINISHES

PARTITION - SEE PLAN

VENT WEEPS AT TOP OF 5 1/2" planning architecture interior design
MASONRY WALL
VERTICAL JOINTS EXTERIOR WALL TYPES
2X P.T. WOOD BLOCKING
ARCHITECT
CAST STONE CORNICE
ACOUSTIC CAULK AT CORNERS JEMA
TIED TO MASONRY WALL EXPANSION JOINT COPING 2823 OLIVE ST.

4"
CMU - SEE STRUCTURAL COVER OVER NEW AND ST. LOUIS, MO 63103
FLUID APPLIED AIB DRIP EXISTING
SOUND INSULATION BATTS CONTACT: MATT SUTHERLAND
2" RIGID INSULATION 1' - 3 1/4" T: 314-531-7400
2" RIGID CAVITY INSULATION
E: MSUTHERLAND@JEMASTL.COM

SOUND BARRIER SYSTEM - 1/4" 1/2" 3 5/8" 2" 2" 7 5/8"

ROOF MEMBRANE RUN

4"
BASIS OF DESIGN IS "MULL-IT- STRUCTURAL ENGINEER
OVER", CLEAR ANNODIZED COLLECTOR HEAD UP OVER SHEATHING ALPER AUDI STRUCTURAL ENGINEERS

1' - 3 5/8"
BEYOND WHERE 1804 BORMAN CIRCLE DRIVE
OCCURS ST. LOUIS, MO 63146
CONTACT: STEVE EHRETT
T: 314-432-8600
THROUGH WALL SCUPPER
UTILITY BRICK E: STEVE.EHRETT@ALPERAUDI.COM
BEYOND WHERE OCCURS
VENEER TO MATCH
EXISTING

7 5/8"
EXISTING ROOF MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
RIGID INSULATION 138 WELDON PARKWAY
FILL VOID WITH BATT INSULATION
MARYLAND HEIGHTS, MO 63043
DOWNSPOUT BEYOND
CONTACT: BRETT ROSSOMANNO
WHERE OCCURS EXISTING CMU WALL FLUID APPLIED AIR &
T:314-469-3737
WATER BARRIER
EXISTING BEAM E: BROSSOMANNO@GANDWENGINEERING.COM
METAL STUD ROOF CURB AIR SPACE
1" 1/2" 4" WITH BATT INSULATION
EXISTING STOREFRONT STEEL BEAM - SEE OWNER'S REPRESENTATIVE
STRUCTURAL CMU NAVIGATE BUILDING SOLUTIONS
TAPPERED INSULATION AT
CRICKETS TO DIRECT WATER 8419 MANCHESTER ROAD
TO ROOF SCUPPERS BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
D1 ACOUSTIC PARTITION BARRIER AT WINDOW (PLAN) D2 TYPICAL PARAPET DETAIL D3 CUT VENEER CAST STONE CORNICE PROFILE D4 3D ROOF DETAIL NEW TO EXISTING ROOF E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
A501 3" = 1'-0" A501 1 1/2" = 1'-0" A501 3" = 1'-0" A501

ARCHITECT OF RECORD:

E1

PREFINISHED METAL 1' - 4 1/4"

EXPANSION JOINT TO CONTINUOUS EXPANSION
COVER EXISTING PARAPET JOINT COVER 4 5/8" 2" 2" 7 5/8"
e13 P.T. WOOD BLOCKING eC JOHN EDWARD MUELLER
RUN ROOFING UP AND MO ARCHITECTURAL LICENSE A2010039774
2" RIGID INSULATION OVER COPING SEAL MO CERTIFICATE OF AUTHORITY A2014008380
WEATHER TIGHT ACROSS
EXPANSION JOINT COVER EXPANSION JOINT
EXT. GYP. SHEATHING
ROOFING RUN UP
ROOF MEMBRANE RUN UP OVER AND UNDER OVER P.T. WOOD BLOCKING
SHEATHING AND OVER COPING BLOCKING PARAPET COPING SEAL UP EXPANSION JOINT STONE VENEER
WEATHER TIGHT WITH FLEXIBLE ROOF MEMBRANE RUN
LIGHT GAUGE FRAMING WITH BATT FLASHING BRIDGING JOINT AND UP OVER SHEATHING
2" INSULATION BRACED TO BEAM ALLOWING FOR MOVEMENT
SHEET METAL
EXTERIOR SHEATHING COPING RIGID INSULATION

ROOFING MEMBRANE EXT. GYP. SHEATHING FLUID APPLIED AIR &

WATER BARRIER
3"

CITY OF ST. CHARLES POLICE DEPARTMENT

LIGHT GAUGE FRAMING WITH AIR SPACE
BATT INSULATION
TIE INTO EXISTING ROOFING CMU
MEMBRANE

EXISTING CONSTRUCTION

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
EXISTING WALL AND ROOF
EL. 13' - 7 1/2"
STEEL BEAM - SEE
STRUCTURAL
EXISTING STUD KNEE WALL

STEEL BEAM - SEE JM "EXPAND-O-FLASH" 2" METAL ROOF DECK - STRUCTURAL

STRUCUTRAL BELLOWS EXPANSION JOINT
SYSTEM INTO TERM BAR AT
EXISTING BRICK WALL. RUN
E2
EXISTING WALL EXPANSION JOINT UP WALL TO
SEAL UNDER COPING EXISTING STEEL BEAM - FIRE
RATED - REPAIR EXISTING
STEEL BEAM - SEE INTUMESCENT PAINT IN BEAM
STRUCTURAL DAMAGED DURING
FILL GAP CONTINUOUSLY WITH CONSTRUCTION
COMPRESSED BATT
INSULATION 12" HIGH BRACE FRAMING BEAM
PREFINISHED METAL
COPING TO COVER
EXISTING PARAPET
B1 WALL SECTION @ NEW RO EXISTING ROOF B2 3D ROOF DETAIL AT REAR ENTRANCE B3 NEW TO EXISTING PARAPET
A501 1 1/2" = 1'-0" A501 A501 1 1/2" = 1'-0"
2X P.T. WOOD BLOCKING

ROOF MEMBRANE RUN

UP OVER SHEATHING

2" RIGID INSULATION

VENT WEEPS AT TOP
AND BOTTOM OF OPEN EXT. GYP. SHEATHING
MASONRY WALL CAVITY
32" OC MIN LIGHT GAUGE FRAMING
WITH BATT INSULATION
FLUID APPLIED AIB
ROOFING MEMBRANE

1/2"
2" RIGID INSULATION
1/2" 3 5/8" PERMIT SET
BRICK VENEER
10/21/2022
CONTINUOUS TERM BAR
4"

CAVITY DRAINAGE REVISIONS

JM "EXPAND-O-FLASH" EXPANSION MATERIAL NO. DATE DESCRIPTION
4"

JOINT BELLOWS SYSTEM

eF.3 THRU WALL SHEET METAL
eA
THROUGH WALL SHEET
3 5/8"

ROOFING UP TO ROOF METAL FLASHING

FLASHING BEYOND BELLOWS WITH CONTINUOUS
ROOF SEAL WEEP VENTS AT BASE OF
METAL ROOF EDGE
5/8" WALL ABOVE ROOFING
3/8"

CONTINUOUS BATT
INSULATION
ROOF CANT AS REQUIRED
10 7/8"

CAVITY DRAINAGE
MORTAR NET
3/4"
3/8"

CAVITY DRAINAGE
MORTAR NET CFMF AT 16" OC
ATTACHED TO STEEL
3/4"
4' - 7 5/8"

FRAMING
CAST STONE
10 7/8"

WEEPS ABOVE
FLASHING
2' - 7"

STEEL FRAME - SEE

GROUT SOLID UNDER PREFINISHED ALUMINUM STRUCTURAL
FLASHING 1ST FLOOR PLAN SIDING - MATCH METAL
100' - 0" ROOF EDGE COLOR - BRACE STOREFRONT TO
3/8"

OVER AIB ATTACHED TO STRUCTURE AND SIDES

PT PLYWOOD SHEATHING PLAN NORTH 90.00°
11 5/8"

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 4:10:59 PM
1"
3/8"

SHEET TITLE:
INSULATED ALUM STORE
7 5/8"

EXTERIOR GRADE FRONT SYSTEM

PAINTED GYP, PAINT TO
CEILING EXPANSION JOINT DETAILS AND EXTERIOR
COVER
MATCH EXISTING
WALL TYPES
4 5/8"
SHEET METAL CLOSURE PAINT
WHITE TO MATCH CEILING
A1 CUT VENEER CAST STONE BASE PROFILE A2 TYPICAL BASE AT NEW ADDITION A3 WEST CANOPY EDGE SECTION A4 EXISTING WALL TO NEW ROOF A5 PARAPET WALL SECTION
A501 1 1/2" = 1'-0" A501 1 1/2" = 1'-0" A501 1 1/2" = 1'-0" A501 1 1/2" = 1'-0" A501 1 1/2" = 1'-0"
A501
Copyright 2022 © JEMA
 planning architecture interior design

ARCHITECT
JEMA
CARPET, SEE
2823 OLIVE ST.
FINISH PLAN
ST. LOUIS, MO 63103
RUBBER NOSING, SEE FINISH INDEX CONTACT: MATT SUTHERLAND
T: 314-531-7400
3/4" PLYWOOD E: MSUTHERLAND@JEMASTL.COM
SHEATHING
STRUCTURAL ENGINEER
e7 ALPER AUDI STRUCTURAL ENGINEERS
1804 BORMAN CIRCLE DRIVE
ST. LOUIS, MO 63146

11"
2x4 FRAMING CONTACT: STEVE EHRETT
T: 314-432-8600
1/2" TRIM E: STEVE.EHRETT@ALPERAUDI.COM

1ST FLOOR PLAN

100' - 0" MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
SHEDULED PARTITION 138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
INSULATED GLASS STOREFRONT ALUM STORE FRONT CONTACT: BRETT ROSSOMANNO
SYSTEM T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
D1 PLAN DETAIL 2 AT EXTERIOR STOREFRONT D2 PLAN DETAIL 4 AT STOREFRONT D3 STAGE EDGE NAVIGATE BUILDING SOLUTIONS
A502 1 1/2" = 1'-0" A502 1 1/2" = 1'-0" A502 1 1/2" = 1'-0" 8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
eC
INTUMESCENT PAINT AT
EXPOSED STEEL TO
PROVIDE 1 HOUR FIRE ALUM EXPANSION JOINT
RATING COVER - MILL FINISH ARCHITECT OF RECORD:

CORNER GUARD

eF.3

eB CAULK
GYP BD ON METAL FRAMING
2" RIGID INSULATION JOHN EDWARD MUELLER
OVER FLUID APPLIED AIB MO ARCHITECTURAL LICENSE A2010039774
GYP BOARD ON METAL MO CERTIFICATE OF AUTHORITY A2014008380
SPANDREL GLASS ON 8" CMU
STUD FURRING
AT GYP BD BOX
OUT LOCATION CONTINUOUS TRANSITION
CORNER GUARD MEMBRANE FROM EXISTING
WALL TO NEW AIB

3' - 4"
ALUM STOREFRONT
INTUMESCENT PAINT AT INTUMESCENT PAINT AT CONTINUOUS
EXPOSED STEEL TO PROVIDE ALUM CLOSURE PEICE EXPOSED STEEL TO PROVIDE EXPANDABLE FOAM
1 HOUR FIRE RATING ABOVE AT BRICK TO 1 HOUR FIRE RATING - SEE EXPANSION JOINT FLUSH
STOREFRONT ABOVE STRUCTURAL FOR SIZE AND WALL SURFACE
CONFIGURATION.
INSULATED GLASS STOREFRONT
SYSTEM INFILL CMU AT EXSTING WALL

CITY OF ST. CHARLES POLICE DEPARTMENT

ALUM CLOSURE PEICE ABOVE AT
BRICK TO STOREFRONT ABOVE
EXISTING EXTERIOR
WALL

e6 e13

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
2 1/4"

e13
e13 C4 PLAN DETAIL AT EXPANSION JOINT
A502 1 1/2" = 1'-0"

C1 PLAN DETAIL 1 AT EXTERIOR STOREFRONT C2 PLAN DETAIL AT STOREFRONT JAMB C3 PLAN DETAIL AT NEW TO EXISTING EXTERIOR WALLS
A502 1 1/2" = 1'-0" A502 1 1/2" = 1'-0" A502 1 1/2" = 1'-0"

8"
e13 ALIGN

5/8" GYP BD

LEVEL 7 BULLET RESISTANT

GROUT NEW 8" CMU WALL
PANEL
SOLID TO 7'-0" AFF
SERVICE COUNTER, QTZ

ROLL UP FIRE SHUTTER

LEVEL 7 BULLET
RESISTANT SERVICE
WINDOW WITH DEAL TRAY
AND TWO WAY
COMMUNICATION

PERMIT SET
eM.7
10/21/2022
B4 PLAN DETAIL 1 AT RECORDS COUNTER
A502 1 1/2" = 1'-0"
REVISIONS
eM.9 NO. DATE DESCRIPTION
TUBE STEEL SUPPORTS GYP BD ON METAL STUD eN.3
BY OH DOOR SUPPLIER FRAMING
MOUNTED TO SLAB AND
STRUCTURE ABOVE -
e9 TYPICAL

DEAL TRAY SERVICE

FIRE SHUTTER AND 8"
COUNTER BELOW
TRACK BEHIND
BARRIER WALL
e8 QTZ RECESSED DEAL TRAY IN
QTZ SERVICE COUNTER BELOW

CONTINUOUS CAULKING LEVEL 7 BULLET RESISTIVE GLASS

AT GAPS

VOICE TRANSMITION
ASSEMBLY
OVERHEAD COILING DOOR TRACK BY
MFR PAINT TO MATCH ADJ WALL
GYP BD LAYER ON BR PANELS LEVEL 7 BULLET RESISTIVE FRAME, CLEAR
GYP BD ON MTAL STUD
e9 FURRING
165.
64°
ANODIZED STAINLESS STEEL FINISH

3"x5"x5/16" STEEL ANGLE SUPPORT AT

CONTINUOUS CAULKING
TRACK -WELD TO TS AND TRACK PER OH
AT GAPS MTL CASING BEAD AND CONTINUOUS
LEVEL 7 BULLET RESISTANT DR MFR REQ -PAINT TO MATCH ADJ WALL
SEALANT AND BACKER ROD
PANELS ON METAL STUD
FIRE SHUTTER AND TRACK M6Bh
LEVEL 7 BULLET FRAMING PLAN NORTH 90.00°
9° MITERED EDGE QTZ WITH SUPPORT 5/8" GYP BD WD. SHIM
RESISTANT SERVICE 33.9 TRUE NORTH 90.00°
1 TRANSACTION
WINDOW COUNTER SOLID SURFACE WANSCOT IN WALL 3"x3"x5/16" TS SUPPORT FOR STL ANCHOR PLATE AT
0°

8"

BELOW ROLLING GRILLE SYSTEM PER MFR MTD

5.0

SLAB BELOW PER OH PROJECT NO. ISSUED BY:

10

TO FLR AND BRACED TO STRUCTURE DOOR MFR 21-1540.06

TALK THROUGH SIDE
8"

ABOVE MB
VENTS ISSUED DATE:
SOLID SURFACE COUNTER 10/21/2022 4:11:03 PM
SHELF BELOW WD. BLKG
QTZ TRANSACTION SHEET TITLE:
COUNTER 5/8" GYP BD ON MTL STUDS
LEVEL 7 BULLET RESISTANT
1' - 4" SERVICE WINDOW DETAILS

A1 PLAN DETAIL 1 AT BULLET RESISTANT WALL A2 PLAN DETAIL 2 AT BULLET RESISTANT WALL A3 PLAN DETAIL 3 AT BULLET RESISTANT WALL A4 PLAN DETAIL 2 AT RECORDS COUNTER

A502
A502 1 1/2" = 1'-0" A502 1 1/2" = 1'-0" A502 1 1/2" = 1'-0" A502 1 1/2" = 1'-0"

Copyright 2022 © JEMA

 LEVEL 7 OPAQUE CLEAR PROTECTIVE FILM
PARTITION THICKNESS SCHEDULED PARTITION
BALLISTIC PANEL SYSTEM APPLIED AT INTERIOR GLAZING
SURFACES ABOVE SHIELD C.M.U. PARTITION
THREAT SIDE planning architecture interior design
SCHEDULED BALLISTIC
THREAT SIDE SECURE SIDE SECURE SIDE THREAT SIDE C.M.U. PARTITION
SCHEDULED PARTITION RATED PARTITION MASONRY ANCHOR
SCHEDULED RE: SCHEDULE 2" SCHEDULED DOOR
PARTITION SCHEDULED BALLISTIC ARCHITECT
DOUBLE STUD FRAMING LEVEL 7 OPAQUE RATED PARTITION JEMA
HEADER PER BALLISTIC PANEL CLEAR PROTECTIVE LEVEL 7 SYSTEM 2823 OLIVE ST.
AT DOOR JAMB, TYP. HEADER PER STRUCTURAL
STRUCTURAL BY BULLET SHIELD OR EQUAL

PARTITION THICKNESS
SYSTEM ST. LOUIS, MO 63103
RE: SCHEDULE

H.M. FRAME SCHEDULED BALLISTIC MECH FASTNERS AT 6" OC INTO CONTACT: MATT SUTHERLAND
H.M. FRAME H.M. BALLISTIC RATED RATED DOOR EXISTING ALUM FRAME CAULKING T: 314-531-7400

4"
SCHEDULED DOOR FRAME E: MSUTHERLAND@JEMASTL.COM
1"x1/8" FLAT ALUM BAR - FINISHES
SCHEDULED SCHEDULED BALLISTIC TO MATCH EXIST ALUM FRAME
H.M. FRAME, FULLY STRUCTURAL ENGINEER
DOOR RATED DOOR GROUT
EXTRUDED 1X1X1/8" ALUM TO H.M. FRAME, FULLY GROUT ALPER AUDI STRUCTURAL ENGINEERS
H.M. BALLISTIC RATED MATCH EXIST ALUM FRAME MASONRY ANCHOR 1804 BORMAN CIRCLE DRIVE
FRAME 2" ST. LOUIS, MO 63146
CONTACT: STEVE EHRETT
SECURE SIDE SCHEDULED DOOR T: 314-432-8600
CAULKING
E: STEVE.EHRETT@ALPERAUDI.COM

D1 MTL STUD - HM DOOR HEAD D2 MTL STUD - HM DOOR JAMB D3 MTL STUD - HM DOOR HEAD BALLISTIC D4 MTL STUD - HM DOOR JAMB BALLISTIC D5 BALLISTIC RETROFIT AT EXIST EXTERIOR WINDOW D6 CMU - HM DOOR HEAD D7 CMU - HM DOOR JAMB MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
A503 3" = 1'-0" A503 3" = 1'-0" A503 3" = 1'-0" A503 3" = 1'-0" A503 1 1/2" = 1'-0" A503 3" = 1'-0" A503 3" = 1'-0" G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
RE: SCHEDULE 8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CORNER GUARD
CONTACT: DAVID LOWELL
T: 314-517-0935

SEE PARTITION TYPE

SEE PARTITION TYPE

E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

SCHEDULED EXPANDABLE FOAM

DOOR EXPANSION JOINT

DOUBLE STUD ARCHITECT OF RECORD:

FRAME AT DOOR
JAMB, TYP
EXISTING WALL SEE PARTITION TYPE
GYP BD J-TRIM EDGE
HM FRAME
SCHEDULED BALLISTIC SCHEDULED BALLISTIC EXPANDABLE FOAM
RATED PARTITION RATED PARTITION EXPANSION JOINT
5 5/8" 1 1/8" 5/8"
LEVEL 7 OPAQUE
THREAT SIDE LEVEL 7 OPAQUE
BALLISTIC PANEL SYSTEM GYP BD J-TRIM EDGE CMU LINTEL- SEE
ATTACHED TO CMU WALL BALLISTIC PANEL SYSTEM STRUCTURAL CONTINUOUS

EXISTING WALL

EXISTING WALL
ATTACHED TO CMU WALL EXPANDABLE FOAM
SAW CUT EDGE OF EXISTING SAW CUT EDGE OF EXISTING
C.M.U. PARTITION MASONRY EXPANSION JOINT MASONRY JOHN EDWARD MUELLER
C.M.U. PARTITION MO ARCHITECTURAL LICENSE A2010039774
CAULKING HEADER PER MO CERTIFICATE OF AUTHORITY A2014008380
5/8" GYP 5/8" GYP
STRUCTURAL
H.M. BALLISTIC
RATED FRAME 1 5/8" MTL STUD 1 5/8" MTL STUD
4"

SCHEDULED BALLISTIC J MOLD

SCHEDULED BALLISTIC RATED DOOR CORNER GUARD CORNER GUARD
RATED DOOR
H.M. BALLISTIC RATED 5'8" GYP
FRAME
THREAT SIDE
SECURE SIDE 3 5/8" MTL STUD
MASONRY ANCHOR

CITY OF ST. CHARLES POLICE DEPARTMENT

2"
CAULKING GYP BD J-TRIM EDGES

SECURE SIDE

C1 CMU - HM DOOR HEAD WITH BALLISTIC PANELS C2 CMU - HM DOOR JAMB WITH BALLITIC PANELS C3 MTL STUD - HM DOOR JAMB AT ADDITION C4 MTL STUD - HM DOOR HEAD AT ADDITION C6 MTL STUD - OPENING JAMB INTO ADDITION
A503 3" = 1'-0" A503 3" = 1'-0" A503 3" = 1'-0" A503 3" = 1'-0" A503 3" = 1'-0"

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
STRUCTURAL CMU, SEE
STRUCT. DWGS

BRICK VENEER

AIR SPACE

2" RIGID INSULATION

FLUID APPLIED VABOR

BARRIER

1 HOUR RATED WALL BOND BEAM, SEE

ASSEMLY PER STRUCT. DWGS
PARTITION SCHEDULE CEILING - SEE RCP
OVERLAP VAPOR BARRIER
ROLL UP FIRE SHUTTER HOUSING AT FLASHING

CONTINUOUS GYP BD EDGE

e13 FLASHING & VERTICAL
WEEPS
CEILING - SEE RCP
1 HOUR RATED WALL
ASSEMLY PER
ROLL UP FIRE SHUTTER HOUSING CLEAR ACRYLIC DIVIDER PANEL PERMIT SET
PARTITION SCHEDULE PAINTE STEEL LINTEL,
BEYOND
SEE STRUCT. DWGS
10/21/2022
THREAT SIDE SECURE SIDE COUNTERSUNK MECH.
CONTINUOUS GYP BD EDGE FASTENERS, TYP. REVISIONS
5' - 8"

NO. DATE DESCRIPTION

FIRE SHUTTER OVERHEAD
COILING DOOR,
CLEAR BULLET RESISTANT AS SCHEDULED
8 3/8" 2' - 1" BARRIER THREAT SIDE SECURE SIDE
FIRE SHUTTER
B5 CMU - OVERHEAD DOOR - HEAD
THREAT SIDE SECURE SIDE MITERED EDGE A503 1 1/2" = 1'-0"
BULLET RESISTANT BARRIER
6"
8 3/8" 2' - 1" CLEAR BULLET RESISTANT COUNTER TOP, QUARTZ
BARRIER CLEAR BULLET RESISTANT
BARRIER
MITERED EDGE MITERED EDGE
COUNTER TOP, QUARTZ 1' - 8 1/4"
COUNTER TOP, QUARTZ
3"

BRICK VENEER
BULLET RESISTANT/FIRE RATED AIR SPACE
DEAL TRAY AT COUNTER LEVEL BACKER ROD & SEALANT
BULLET RESISTANT/FIRE RATED
DEAL TRAY AT COUNTER LEVEL
BULLET RESISTANT DEAL TRAY 2" RIGID INSULATION
AT COUNTER LEVEL
COUNTER TOP SUPPORT BRACKET

1"
COUNTER TOP SUPPORT BRACKET FLUID APPLIED
@ 4'-0" OC MAX @ 4'-0" OC MAX
VAPOR BARRIER
3' - 0"

COUNTER TOP SUPPORT BRACKET

2' - 8"
2' - 8"

2X WOOD BLOCKING
@ 4'-0" OC MAX

1' - 2 5/8"
COUNTER TOP, QUARTZ PROJECT NO. ISSUED BY:
COUNTER TOP, QUARTZ
21-1540.06
ISSUED DATE:
FACE PANEL, QUARTZ FACE PANEL, QUARTZ 3/8" THICK GALV. STL. PLATE, 10/21/2022 4:11:06 PM
COUNTER TOP, QUARTZ RETURN UP TO O.H. DOOR
BULLET RESISTANT PANELS ON HEAD, TO RECEIVE PT-X SHEET TITLE:
BULLET RESISTANT PANELS ON
METAL STUD WALL METAL STUD WALL FACE PANEL, QUARTZ

5/8" GYP BD SHEATHING

DETAILS - DOOR AND
6"

STAINLESS STEEL WALL BASE

6"

6"

BULLET RESISTANT PANELS ON COUNTERSUNK MECH.

STAINLESS STEEL WALL BASE METAL STUD WALL FASTENERS, TYP. 3" WINDOW
MIN
5/8" GYP BD SHEATHING OVERHEAD DOOR, SEE SPECS

SECTION AT ADA BULLET RESISTANT SERVICE COUNTER SECTION AT BULLET RESISTANT SERVICE COUNTER SERVICE COUNTER AT 1A03 CMU - OVERHEAD DOOR - JAMB
A503
A1 A2 A3 STAINLESS STEEL WALL BASE A5
A503 1 1/2" = 1'-0" A503 1 1/2" = 1'-0" A503 1 1/2" = 1'-0" A503 1 1/2" = 1'-0"

Copyright 2022 © JEMA

 1 2 3 4 5

planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

STRUCTURAL ENGINEER
ALPER AUDI STRUCTURAL ENGINEERS
1804 BORMAN CIRCLE DRIVE
D ST. LOUIS, MO 63146
CONTACT: STEVE EHRETT
T: 314-432-8600
E: STEVE.EHRETT@ALPERAUDI.COM

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

PL-3
3/4" WOOD WITH ARCHITECT OF RECORD:
PLASTIC LAMINATE
FINISH ON ALL
EXPOSED EDGES
1' - 4"
UP-1
1' - 0"
2" 2" 1' - 5" ATTACHED
UPHOLSTERED
BACK CUSHION

2"
SCHEDULED QUARTZ

4"
MITERED CORNERS, UP-2
TYP UPHOLSTERED
SEAT CUSHION

1' - 6"
BLOCKING AS NEEDED
JOHN EDWARD MUELLER
SCHEDULED PARTITION MO ARCHITECTURAL LICENSE A2010039774
HIGH DENSITY MO CERTIFICATE OF AUTHORITY A2014008380
SEAT FOAM
C

2 1/2"
PL-3
SCHEDULED QUARTZ
3/4" WOOD BASE

1' - 2"
SCHEDULED WALL WITH PLASTIC
BASE LAMINATE FINISH
ON ALL EXPOSED

6"
EDGES

4"
FINISH FLOOR

2"

CITY OF ST. CHARLES POLICE DEPARTMENT

2' - 0" FINISH FLOOR

FRT WOOD BLOCKING AS

2' - 0" NEEDED

C4 DETAIL - RECEPTION PAMPHLET BOX C5 DETAIL - CASEWORK - BANQUETTE

ST. CHARLES, MO 63303

1781 ZUMBEHL ROAD
A505 1" = 1'-0" A505 1" = 1'-0"
FRT WOOD BLOCKING
REFER TO ELEVATIONS
1' - 5 1/4"

MICROWAVE

2' - 1"
REFER TO ELEVATIONS

DOOR WITH (2) HEAVY DUTY 1' - 3"

REFER TO ELEVATIONS

CABINETRY HINGES SEALANT (OBTAIN

FROM MANUF)
1' - 5 1/4"

CONTINUOUS SPLASH AT ALL

MICROWAVE SIDES FRT WOOD BLOCKING
4"

DOOR WITH (2) HEAVY DUTY CABINETRY

REFER TO ELEVATIONS
REFER TO ELEVATIONS

HINGES

1 1/2"
(2) 3/4" ADJ. SHELVES ON EURO.
STYLE HOLES & SHELF PINS
1' - 3"
5349-2150DM-2 REV-A-
1" 1' - 3 1/8"
SHELF DOOR MOUNT (4) 3/4" ADJ. SHELVES ON EURO.
PULL-OUT W/ (2) 50QT CONCEALED STEEL BRACKET @ PLAM ALL EXPOSED SURFACES
STYLE HOLES & SHELF PINS
POLYMER CONTAINERS 32" O.C. MAX: A&M HARDWARE
2' - 10"

W/ LIDS 5349-2150DM-2 REV-A- #C(1.0)-15 BRACKET, BLACK

2 1/2"
SHELF DOOR MOUNT
PULL-OUT W/ (2) 50QT

2"
POLYMER CONTAINERS

REFER TO ELEVATIONS

1' - 0"
MATCHING PLAM EDGE W/ LIDS

SEE ELEV
ON ALL EXPOSED EDGES FINISH FLOOR
CONT. FIRE RETARDANT WOOD
SCHEDULE LIGHT FIXTURE BLOCKING PER MANUF.
WHERE OCCURS. REFER REQUIREMENTS PERMIT SET
TO ELEVATIONS.
4"

FRT WOOD BLOCKING MATCHING PLAM EDGE

4"

FRT WOOD BLOCKING

3" ON ALL EXPOSED EDGES COUNTERTOP (REFER TO SCHEDULED PARTITION
10/21/2022
3" SCHEDULED BASE ELEVATIONS)
SCHEDULED BASE SCHEDULED BASE
REVISIONS
FINISH FLOOR
NO. DATE DESCRIPTION
B2 DETAIL - FULL HEIGHT CABINET
B1 DETAIL - FULL HEIGHT CABINET W/MICROWAVE & TRASH PULL OUT B3 DETAIL - BASE CABINET - TRASH PULL OUT B4 DETAIL - UPPER CABINET B5 DETAIL - FLOATING SHELF
A505 1" = 1'-0"
A505 1" = 1'-0" A505 1" = 1'-0" A505 1" = 1'-0" A505 1" = 1'-0"

REFER TO ELEVATIONS
2' - 1"

2' - 1"
2' - 1" 2' - 1" 2' - 1" COUNTERTOP BACKSPLASH,
CONTINUOUS SPLASH ALL SIDES CONTINUOUS SPLASH ALL SIDES SIDESPLASH & FACE, EASE
CONTINUOUS SPLASH AT ALL CONTINUOUS SPLASH AT ALL EDGES
SIDES SIDES

4"
4"

4"

4"

SEALANT

1" 1" 1" 1" SINK

7"
1 1/2"

1 1/2"
1 1/2"

1 1/2"
6"

(2) HEAVY DUTY DRAWER SLIDES SINK (ADA OVERFLOW DESIGN)

WITH (2) SELF-CLOSING DRAWER
A SLIDES WITH MIN. 100 LB CAPACITY (2) HEAVY DUTY DRAWER SLIDES
8" MIN.
INSTALL GARBAGE DISPOSAL
REFER TO ELEVATIONS

REFER TO ELEVATIONS

REFER TO ELEVATIONS
4 EQUAL DRAWERS

REFER TO ELEVATIONS

(2) 3/4" ADJ. SHELVES ON EURO. AT EACH DRAWER WITH (2) SELF-CLOSING DRAWER
STYLE HOLES & SHELF PINS (O.F.C.I.)
SLIDES WITH MIN. 100 LB CAPACITY
3/4" ADJ. SHELF ON EURO. STYLE AT EACH DRAWER

2' - 10"
HOLES & SHELF PINS. P-LAM TO PROJECT NO. ISSUED BY:

2' - 3" MIN.

MATCH CABINET FACE REMOVABLE PANEL 21-1540.06
DOOR WITH (2) HEAVY DUTY 11" MIN.
DOOR WITH (2) HEAVY DUTY CABINETRY HINGES ISSUED DATE:
CABINETRY HINGES DOOR WITH (2) HEAVY DUTY 10/21/2022 4:11:08 PM
CABINETRY HINGES
FINISH FLOOR SOLID SUPPORTS. EXTEND TO
FINISH FLOOR FINISH FLOOR SHEET TITLE:
UNDERSIDE OF COUNTER

9" MIN.

9" MIN.
FINISH FLOOR
INTERIOR DETAILS -
FRT WOOD BLOCKING FRT WOOD BLOCKING
4"

4"

4"

4"

FRT WOOD BLOCKING FRT WOOD BLOCKING CABINET CATCH (6 PER PANEL) MILLWORK
3" 3" 3" 3"
SCHEDULED BASE SCHEDULED BASE SCHEDULED BASE SCHEDULED BASE REQUIRED ACCESSIBLE CLEARANCE

A1 DETAIL - BASE CABINET A2 DETAIL - BASE CABINET WITH DRAWER (1) A3 DETAIL - BASE CABINET WITH DRAWER (4) A4 DETAIL - BASE CABINET W/NON-COMPLIANT SINK A5 DETAIL - ACCESSIBLE LAVATORY
A505 1" = 1'-0" A505 1" = 1'-0" A505 1" = 1'-0" A505 1" = 1'-0" A505 1" = 1'-0"
A505
Copyright 2022 © JEMA
1 2 3 4 5
 INTERIOR PARTITION SCHEDULE
NOM. FIRE PROTECTION INSULATION ACOUSTICAL PERFORMANCE
WALL/FRAMING WALL STUD/CHANNEL STUD/CHANNEL BASE
TYPE MARK TYPE WIDTH SIZE SPACING WALLBOARD HEAD DETAIL PLAN DETAIL DETAIL FIRE RATING FIRE TEST NO. INSULATION TYPE INSUL. THICKNESS R-VALUE STC STC TEST NO. COMMENTS
planning architecture interior design
C4Ad CMU 3 5/8" CH3 CP1 CB1
C6Ad CMU 5 5/8" CH3 CP1 CB1
C8Ad CMU 7 5/8" CH3 CP1 CB1
ARCHITECT
C8Bd CMU 9 3/8" @ 16" O.C. furring MB APPLIED ON MASONRY WALL CH3 CP1 CB1 2 HR UL DESIGN U937 BALISTIC RATED WALL ASSEMBLY JEMA
C8Fd CMU 7 5/8" CP1 CB1 2823 OLIVE ST.
M2Ac METAL 2 1/4" 1 5/8" @ 16" O.C. (1) LAYER 5/8" GYP. BD. (1) SIDE MH2 MP3 MB3 ST. LOUIS, MO 63103
M4Ac METAL 4 7/8" 3 5/8"' @ 16" O.C. (1) LAYER 5/8" GYP. BD. EA. SIDE MH2 MP1 MB1 SOUND BATT STUD WIDTH CONTACT: MATT SUTHERLAND
M4Ad METAL 4 7/8" 3 5/8"' @ 16" O.C. (1) LAYER 5/8" GYP. BD. EA. SIDE MH3 MP1 MB1 SOUND BATT STUD WIDTH T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM
M4B METAL 4 7/8" 3 5/8"' @ 16" O.C. (1) LAYER 5/8" FIRE RATED GYP. BD. EA. SIDE MH3 MP1 MB1 1 HR UL DESIGN U419 SOUND BATT STUD WIDTH BALISTIC RATED WALL ASSEMBLY
M4Dc METAL 4 1/4" 3 5/8"' @ 16" O.C. (1) LAYER 5/8" GYP. BD. (1) SIDE MH2 MP2 MB2 SOUND BATT STUD WIDTH
M4Dd METAL 4 1/4" 3 5/8"' @ 16" O.C. (1) LAYER 5/8" GYP. BD. (1) SIDE MH3 MP2 MB2 SOUND BATT STUD WIDTH STRUCTURAL ENGINEER
M4Pc METAL 4 1/4" 3 5/8"' @ 16" O.C. (1) LAYER 5/8" GYP. BD. (1) SIDE MH2 MP2 MB2 SOUND BATT STUD WIDTH ALPER AUDI STRUCTURAL ENGINEERS
1804 BORMAN CIRCLE DRIVE
M6Bd METAL 8 7/8" 6" @ 16" O.C. (1) LAYER 5/8" GYP. BD. EA. SIDE MH3 WP1 SOUND BATT STUD WIDTH BALISTIC RATED WALL ASSEMBLY
ST. LOUIS, MO 63146
M6Bh METAL 8 3/8" 6" @ 16" O.C. (1) LAYER 5/8" FIRE RATED GYP. BD. EA. SIDE MP10 MB10 1 HR UL DESIGN U419 SOUND BATT STUD WIDTH BALISTIC RATED WALL ASSEMBLY CONTACT: STEVE EHRETT
MB METAL 1 3/4" EXIST EXIST APPLIED TO EXIST WALL MP11 MB1 EXIST BALISTIC RATED WALL PANEL T: 314-432-8600
S2A METAL 3 1/8" 2 1/2" C-H @ 16" O.C. (1) LAYER 1" SHAFTLINER AND (1) LAYER 5/8" MP8 MB8 1 HR UL DESIGN U417 BALISTIC RATED WALL ASSEMBLY E: STEVE.EHRETT@ALPERAUDI.COM
FIRE RATED GYP. BD.

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T:314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

ARCHITECT OF RECORD:

ROOF INSULATION OR
CONCRETE SLAB

ROOF INSULATION OR
CONCRETE SLAB METAL DECKING

METAL DECKING COMPRESSIBLE FIRE SAFING

FILLER SPRAY/CAUKING
BOTH SIDES OF WALL JOHN EDWARD MUELLER
COMPRESSIBLE FILLER MO ARCHITECTURAL LICENSE A2010039774
MO CERTIFICATE OF AUTHORITY A2014008380
LEAVE 2" SPACE AROUND BAR
LEAVE 2" SPACE AROUND BAR
ROOF INSULATION OR JOIST PENETRATIONS - VOIDS
JOIST PENETRATIONS - VOIDS
CONCRETE SLAB TO BE FILLED WITH
TO BE FILLED WITH
COMPRESSIBLE NON-SAG
COMPRESSIBLE FILLER
FIRE SAFING FILLER
STRUCTURE ABOVE METAL DECKING

5/8" GAP
BAR JOIST BEYOND - SEE
METAL SLIP TRACK SYSTEM BAR JOIST BEYOND - SEE STRUCT
TWO MIN. 12 GA. WIRES STRUCT
INSTALLED AT A MAX. 45
DEGREES FROM STEEL ANGLE CLIPS NOT STEEL ANGLE CLIPS NOT
HORIZONTAL AXES IN CONNECTED TO CMU - CONNECTED TO CMU -
OPPOSITE DIRECTIONS @ SEE STRUCT

CITY OF ST. CHARLES POLICE DEPARTMENT

SEE STRUCT
8'-0" O.C. MAX. 2" X 16 GA. STEEP STRAPS
10'-0" MAX.

OR Z-BARS @ 16" O.C.

VERTICAL STRUT OR MIN. STEEL ANGLE BRACE NOT STEEL ANGLE BRACE NOT
STABILIZER BAR @ 4'-0" O.C. CONNECTED TO CMU - CONNECTED TO CMU -
MAX. SEE STRUCT SEE STRUCT
ACOUSTICAL SEALANT
CEILING, SEE RCP PLAN NON-FIRE RATED, NON-

ST. CHARLES, MO 63303

FIRE RATED, NON-
SEE RCP PLAN

NON-FIRE RATED, NON- BEARING PARTITION, SEE

1781 ZUMBEHL ROAD

BEARING PARTITION, SEE
BEARING PARTITION, SEE NON-FIRE RATED, NON- PARTITION SCHEDULE
PARTITION SCHEDULE
PARTITION SCHEDULE BEARING PARTITION, SEE FOR PARTITION TYPE
FOR PARTITION TYPE
FOR PARTITION TYPE PARTITION SCHEDULE
FOR PARTITION TYPE
NOTE:
A PERPENDICULAR WALL CEILING, SEE RCP PLAN CEILING WHERE OCCURS, CEILING WHERE OCCURS,
MAY BE SUBSTITUTED AS A PERPENDICULAR TO DECK FLUTE PARALLEL TO DECK FLUTE PERPENDICULAR TO DECK FLUTE PERPENDICULAR TO DECK FLUTE PERPENDICULAR TO DECK FLUTE PERPENDICULAR TO DECK FLUTE
SEE RCP PLAN SEE RCP PLAN
CEILING BRACE

DETAIL MH2 DETAIL MH3 DETAIL CH3 DETAIL CH4

TYPICAL DETAIL @ PARTITION TO CEILING TYPICAL DETAIL @ PARTITION TO DECK TYPICAL DETAIL @ CMU PARTITION TO DECK 7 TYPICAL DETAIL @ FIRE RATED CMU PARTITION TO DECK
A601 1 1/2" = 1'-0"

5/8" GYP BD OVER BALLISTIC PANELS

GYP BD 1 1/8" OPAQUE WOVEN FIBERGLASS

BALLISTIC PANELS UL 752 - LEVEL 7 5/8" GYP BD OVER BALLISTIC PANELS
THICK.

THICK.
WALL

STUD

THREAT SIDE INSTALLED PER MFR REQUIREMENTS

STUD FRAMING 1 1/8" OPAQUE WOVEN FIBERGLASS BALLISTIC PANELS
THREAT SIDE UL 752 - LEVEL 7 INSTALLED PER MFR REQUIREMENTS

INSULATION SECURE SIDE EXISTING STUD FRAMING

EXISTING GYP BD

DETAIL MP1
DETAIL MP11

THICK.
WALL
CMU WALL
SECURE SIDE

GYP BD
STUD THICK.

GYP BD
1 1/8" OPAQUE WOVEN FIBERGLASS
DETAIL CP2
PERMIT SET
THICK.
THICK.

STUD

THICK.
WALL

WALL
STUD FRAMING THREAT SIDE BALLISTIC PANELS UL 752 - LEVEL 7
INSTALLED PER MFR REQUIREMENTS
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

INSULATION SECURE SIDE STUD FRAMING

CMU WALL

DETAIL MP2 DETAIL MP10

DETAIL CP1
NOTE: SEE SCHEDULE FOR ALL WALL MATERIALS

TYPICAL METAL STUD PLAN DETAILS NOTE: SEE SCHEDULE FOR ALL WALL MATERIALS AND FIRE RATING

TYPICAL CMU PLAN DETAILS

SEE PARTITION TYPE
3/8" MIN. GAP EA. SIDE, SEE PARTITION TYPE 3/8" MIN. GAP EA. SIDE,
1 1/8" OPAQUE WOVEN
ACOUSTICAL SEALANT ACOUSTICAL SEALANT
FIBERGLASS BALLISTIC
WHERE STC PARTITION IS WHERE STC PARTITION IS STEEL BEAM
SEE FINISH PLAN AND PROTECTION MAT
REQUIRED REQUIRED
SCHEDULE FOR FINISH
SEE FINISH PLAN AND
FLOOR AND BASE 2" X 3 1/2" X 16 GA. X 6"L
SCHEDULE FOR FINISH
FLOOR AND BASE STEEL ANGLE, WELD
ANGLE TO STEEL BEAM
CONCRETE FLOOR CONCRETE FLOOR
2" X 12 GA.STEEL PLATE,
WELD TO BEAM
DETAIL MB1 DETAIL MB10
PROJECT NO. ISSUED BY:
SEE PARTITION TYPE 21-1540.06
ISSUED DATE:
3/8" MIN. GAP EA. SIDE, SEE PARTITION TYPE SEE FINISH PLAN AND
10/21/2022 4:11:10 PM
ACOUSTICAL SEALANT SCHEDULE FOR FINISH
FLOOR AND BASE METAL STUD BRACE @ 8'-0"
WHERE STC PARTITION IS O.C. MAX., ALTERNATE SHEET TITLE:
REQUIRED SEE FINISH PLAN AND
CONCRETE SLAB SIDES
SCHEDULE FOR FINISH
FLOOR AND BASE PARTITION SCHEDULE &
THICKENED SLAB, SEE DETAILS
STRUCT.
CONCRETE FLOOR PARALLEL TO BEAM PERPENDICULAR TO BEAM

DETAIL MB2 DETAIL CB1

TYPICAL METAL STUD BASE DETAILS TYPICAL CMU BASE DETAILS TYPICAL DETAIL @ PARTITION TO BEAM A601
Copyright 2022 © JEMA
DOOR SCHEDULE REMARKS: DOOR SCHEDULE
DOOR FRAME DETAILS
1. DOOR ASSEMBLY TO RECEIVE CARD READER AND ELECTRIC STRIKE. REFER TO PLAN FOR LOCATION.
FRAME
COORDINATE SECURITY REQUIREMENTS AND DOOR FUNCTION WITH TENANT AND BUILDING OWNER.
MARK WIDTH HEIGHT THICKNESS TYPE DOOR MATERIAL DOOR FINISH FRAME TYPE MATERIAL FRAME FINISH FIRE RATING HEAD JAMB SILL HARDWARE GROUP COMMENTS planning architecture interior design
2. DOOR ASSEMBLY TO RECEIVE CARD READER AND ELECTRICALLY LOCKED (FAIL SAFE) LOCK. REFER TO PLAN FOR
LOCATION. COORDINATE WITH TENANT AND BUILDING OWNER.
3. EXISTING HARDWARE TO REMAIN, EXCEPT WHERE MODIFICATION IS REQUIRED TO ACHIEVE NEW 1ST FLOOR PLAN
CONFIGURATION. 1A02A 3' - 0" 7' - 0" 1 3/4" F HM, BR PT-5 BR2 HM. FG TO MATCH ADJ. WALL PAINT D3/A503 D4/A503 2.06 BULLET RESISTANT ASSEMBLY TO UL 752 LEVEL 7
4. REPLACE EXISTING DOOR AND FRAME WITH HARDENED DOOR, FRAME AND HARDWARE MEETING UL 758 LEVEL 7 ARCHITECT
1A03 3' - 0" 7' - 0" 1 3/4" F HM, BR PT-5 BR1 HM. FG TO MATCH ADJ. WALL PAINT 1 HR D3/A503 D4/A503 2.05 BULLET RESISTANT ASSEMBLY TO UL 752 LEVEL 7
BALLISTIC RATING. JEMA
1A05 4' - 0" 5' - 8" 1/2" CCD SS SS STEEL STEEL ANODIZED 1 HR SIM A1/A503 A4&A5/A502 SIM A1/A503 00.1 2823 OLIVE ST.
1A06 3' - 0" 7' - 0" 1 3/4" F HM, BR PT-5 BR1 HM. FG TO MATCH ADJ. WALL PAINT 1 HR D3/A503 D4/A503 2.03 BULLET RESISTANT ASSEMBLY TO UL 752 LEVEL 7 ST. LOUIS, MO 63103
1A15 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 BR1 HM TO MATCH ADJ. WALL PAINT D1/A503 D2/A503 5.01 CONTACT: MATT SUTHERLAND
1A20 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM1 HM TO MATCH ADJ. WALL PAINT - D1/A503 D2/A503 ?? T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM
1A28A 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM2 HM TO MATCH ADJ. WALL PAINT - D6/A503 D7/A503 4.01
GENERAL NOTES: DOOR, FRAME, & HARDWARE 1A28B 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM2 HM TO MATCH ADJ. WALL PAINT - D6/A503 D7/A503 4.02
1. FIELD VERIFY ACCURACY OF ALL CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 1A28C 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM2 HM TO MATCH ADJ. WALL PAINT - D6/A503 D7/A503 4.02 STRUCTURAL ENGINEER
2. REPAIR FINISH ON ALL EXISTING DOORS TO REMAIN WITHIN SCOPE OF WORK, INCLUDING FILLING, SANDING, 1A45 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM2 HM TO MATCH ADJ. WALL PAINT - D6/A503 D7/A503 2.09 ALPER AUDI STRUCTURAL ENGINEERS
STAINING, AND/OR REFINISHING AS REQUIRED TO RETURN DOOR TO AS NEW APPEARANCE. 1A46 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM2 HM TO MATCH ADJ. WALL PAINT - D6/A503 D7/A503 6.01 1804 BORMAN CIRCLE DRIVE
3. CONFIRM ALL BUILDING STANDARDS FOR DOOR ASSEMBLIES WITH BUILDING OWNER, INCLUDING BUT NOT LIMITED ST. LOUIS, MO 63146
1A47 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM2 HM TO MATCH ADJ. WALL PAINT - D6/A503 D7/A503 6.01
TO: DOOR SIZE, MATERIAL, AND FINISH; HARDWARE STYLE, FUNCTION, AND FINISH; AND FRAME SIZE, TYPE, AND CONTACT: STEVE EHRETT
1B01 6' - 0" 7' - 0" 1 3/4" G ALUM ANODIZED - ALUM ANODIZED - SIM A1/A501 C1 & D1/A502 3.01 T: 314-432-8600
FINISH.
1B02 6' - 0" 7' - 0" 1 3/4" G ALUM ANODIZED - ALUM ANODIZED - A1/A501 C2 & D2/A502 2.01 E: STEVE.EHRETT@ALPERAUDI.COM
4. FIELD VERIFY ALL DOOR AND FRAME SIZES PRIOR TO FABRICATION AND INSTALLATION.
5. U.N.O. ALL EXISTING AND NEW HARDWARE COMPONENTS TO MATCH BUILDING STANDARD. 1B04 6' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM2 HM TO MATCH ADJ. WALL PAINT - D6/A501 D7/A503 2.12
6. ALL DOORS 7'-6" HIGH OR TALLER TO RECEIVE TWO (2) PAIR OF HINGES. ALL DOORS LESS THAN 7'-6" HIGH TO 1B10A 3' - 0" 7' - 0" 1 3/4" F HM CLR POLY / ST-1 HM2 HM TO MATCH ADJ. WALL PAINT - D6/A503 D7/A503 2.02
MECHANICAL/ELECTRICAL/PLUMBING ENGINEER
RECEIVE ONE AND A HALF (1-1/2) PAIR OF HINGES. 1B10B 5' - 0" 8' - 0" 1/2" OHCS GALV PT-5 GALV GALV TO MATCH ADJ. WALL PAINT - B5/A503 A5/A503 00.1 G&W ENGINEERING
7. CONFIRM DOOR FUNCTION REQUIREMENTS AT ALL SCHEDULED OPENINGS WITH BUILDING OWNER. 1B11 3' - 0" 7' - 0" 1 3/4" F HM PT-5 HM2 HM TO MATCH ADJ. WALL PAINT 1 HR D6/A503 D7/A503 2.04 138 WELDON PARKWAY
8. COORDINATE KEYING WITH BUILDING OWNER.
1B19 6' - 0" 7' - 0" 1 3/4" F HM, BR PT-5 BR2 HM. FG TO MATCH ADJ. WALL PAINT 1 HR C1/A503 C2/A503 2.07 BULLET RESISTANT ASSEMBLY TO UL 752 LEVEL 7 MARYLAND HEIGHTS, MO 63043
9. ALL HARDWARE AND ASSEMBLIES IN RATED OPENINGS TO COMPLY WITH REQUIRED OPENING ASSEMBLY RATING.
1B21 6' - 0" 7' - 0" 1 3/4" F HM, BR PT-5 BR2 HM. FG TO MATCH ADJ. WALL PAINT 1 HR C1/A503 C2/A503 2.08 BULLET RESISTANT ASSEMBLY TO UL 752 LEVEL 7 CONTACT: BRETT ROSSOMANNO
10. DOOR OPERATING DEVICES AND ANY SPECIAL LOCKING ARRANGEMENTS TO COMPLY WITH ALL ENFORCED
1B30 3' - 0" 7' - 0" 1 3/4" F HM, BR PT-5 BR2 HM. FG TO MATCH ADJ. WALL PAINT D3/A503 D4/A503 2.03 BULLET RESISTANT ASSEMBLY TO UL 752 LEVEL 7 T:314-469-3737
BUILDING CODES, ICC/ANSI 117.1, AND ALL LOCAL, STATE, AND NATIONAL ACCESSIBILITY REQUIREMENTS.
E: BROSSOMANNO@GANDWENGINEERING.COM
11. COORDINATE WITH TENANT'S SECURITY CONSULTANT TO ENSURE ALL EQUIPMENT IS INSTALLED SUCH THAT 1B39A 4' - 8" 6' - 11" 1/2" CCD SS SS STEEL STEEL ANODIZED 1 HR A1/A503 SIM A1/A502 A1/A503 00.1
EMERGENCY MEANS OF EGRESS DOORS EQUIPPED WITH MAGNETIC LOCKS, KEY PAD, PUSH BUTTONS 1B39B 20' - 4" 6' - 7" 1/2" CCD SS SS STEEL STEEL ANODIZED 1 HR A1/A503 SIM A1/A502 A2/A503 00.1
COMBINATION LOCKS OR OTHER SPECIAL LOCKING DEVICES SHALL, IN THE EVENT OF AN EMERGENCY, 1B41 3' - 0" 7' - 0" 1 3/4" F HM CLR POLY / ST-1 HM2 HM TO MATCH ADJ. WALL PAINT - D6/A503 D7/A503 7.01 OWNER'S REPRESENTATIVE
AUTOMATICALLY RELEASE AND OPEN IN ACCORDANCE WITH ENFORCED BUILDING CODE REQUIREMENTS. NAVIGATE BUILDING SOLUTIONS
12. U.N.O. PAINT ALL EXISTING AND NEW HOLLOW METAL DOOR FRAMES.
1B42 3' - 0" 7' - 0" 1 3/4" F HM, BR PT-5 BR2 HM. FG TO MATCH ADJ. WALL PAINT D3/A503 D4/A503 2.06 BULLET RESISTANT ASSEMBLY TO UL 752 LEVEL 7
8419 MANCHESTER ROAD
13. REFER TO FINISH LEGEND FOR ADDITIONAL DOOR, FRAME, AND HARDWARE FINISH INFORMATION. 1B50 5' - 8" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM1 HM TO MATCH ADJ. WALL PAINT 1 HR D6/A501 D7/A503 5.02
BRENTWOOD, MO 63144
1B51A 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM2 HM TO MATCH ADJ. WALL PAINT - D6/A503 D7/A503 2.10 CONTACT: DAVID LOWELL
1B51B 3' - 0" 7' - 0" 1 3/4" F HM CLR POLY / ST-1 HM2 HM TO MATCH ADJ. WALL PAINT - D6/A503 D7/A503 3.02 NO HARDWARE ON EXTERIOR SIDE T: 314-517-0935
1B52 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM2 HM TO MATCH ADJ. WALL PAINT - D6/A503 D7/A503 9.01 E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
1B53 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM2 HM TO MATCH ADJ. WALL PAINT - D6/A503 D7/A503 9.01
A - GENERAL NOTES - DOOR, FRAME, & HARDWARE 1B54 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM1 HM TO MATCH ADJ. WALL PAINT - D1/A503 D2/A503 7.03
12" = 1'-0" 1B55 3' - 0" 7' - 0" 1 3/4" F HM PT-5 HM2 HM TO MATCH ADJ. WALL PAINT 1 HR D6/A503 D7/A503 9.02

2ND FLOOR PLAN

2A01 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM1 HM TO MATCH ADJ. WALL PAINT - D1/A503 D2/A503 2.10 ARCHITECT OF RECORD:
2A02 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM1 HM TO MATCH ADJ. WALL PAINT - D1/A503 D2/A503 8.01
2A03 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM1 HM TO MATCH ADJ. WALL PAINT - D1/A503 D2/A503 7.02
2A05 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM1 HM TO MATCH ADJ. WALL PAINT - D1/A503 D2/A503 8.01
2A06 3' - 0" 7' - 0" 1 3/4" F WD CLR POLY / ST-1 HM1 HM TO MATCH ADJ. WALL PAINT - D1/A503 D2/A503 2.11

JOHN EDWARD MUELLER

MO ARCHITECTURAL LICENSE A2010039774
MO CERTIFICATE OF AUTHORITY A2014008380

CITY OF ST. CHARLES POLICE DEPARTMENT

GENERAL NOTES: COMMENTS
1. SEE DOOR SCHEDULE FOR DOOR SIZES
2. ALL WOOD DOORS TO BE SOLID CORE U.N.O. 1. HOLLOW CORE

ST. CHARLES, MO 63303

DOOR TYPES KEY
F = FLUSH SEE SCHEDULE

1781 ZUMBEHL ROAD

NL = NARROW LITE
G = FULL GLASS SEE SCHEDULE
L = LOUVER
CCD = COILING COUNTER DOOR

COIL HOUSING
OHCD = OVERHEAD COILING DOOR
ADD GLASS TYPES

6" 6" 6" 6"

SEE SCHEDULE
GL-4

6"

6"

SEE SCHEDULE
2' - 9"
GL-4
6" 6"

8"
2' - 0"

2' - 10"
10" 1' - 8"
GL-4

10"
F NL G L B CCD OHCD FF

DOOR TYPES
NOT TO SCALE

2" DOS 2"

4"
2" DOS 2" 2" DOS 2" 2" DOS 2" PERMIT SET

4"
2"

2"
FRAME TYPES KEY
HM = HOLLOW METAL 10/21/2022
BR = BULLET RESISTANT
REVISIONS
NO. DATE DESCRIPTION
DOS

DOS

DOS

DOS
HM1 HM2 BR1 BR2
NOTE: SEE FLOOR PLANS NOTE: SEE FLOOR PLANS
FOR RESISTANCE LEVEL FOR RESISTANCE LEVEL

FRAME TYPES
1/4" = 1'-0"

GLAZING NOTES

GENERAL NOTES:
U.N.O., ALL FRAMING TO BE ALUMINUM

KEYED NOTES:
1. CENTERLINE OF MULLION TO ALIGN WITH PARTITION
DRAG WINDOW TYPES AND/OR COLUMN LINE BEYOND.
HERE FROM PROJECT 2. SLOPE OF MULLION SUBJECT TO CHANGE BASED ON FINAL
BROWSER AND CHANGE PEMB FRAMING CONFIGURATION (NUCOR). PLAN NORTH 90.00°
VIEW TO TRUE NORTH 90.00°
ELEVATION:FRONT, GLAZING TYPES:
THEN ADD DIMENSION GL-1 = 1" INSULATED CLEAR TEMPERED
PROJECT NO. ISSUED BY:
TO INDICATE SILL GL-2 = 1" INSULATED CLEAR
HEIGHT ABOVE F.F. GL-3 = 1" INSULATED SPANDREL PANEL 21-1540.06
(DETAIL LINE) GL-4 = 1/4" CLEAR TEMPERED ISSUED DATE:
GL-5 = 1/4" CLEAR 10/21/2022 4:11:12 PM

SHEET TITLE:

DOOR SCHEDULE / DOOR,

FRAME AND WINDOW TYPES

??

WINDOW TYPES
1/4" = 1'-0"
A602
Copyright 2022 © JEMA
 planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

MECHANICAL/ELECTRICAL
G&W ENGINEERING
138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T: 314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM

FIRE PROTECTION GENERAL NOTES: OWNER'S REPRESENTATIVE

FIRE PROTECTION DESIGN CRITERIA (NFPA 13 - 2018 EDITION) 1. SCOPE: PROVIDE A COMPLETE, FUNCTIONING FIRE SPRINKLER SYSTEM NAVIGATE BUILDING SOLUTIONS
DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13, 2018 EDITION. 8419 MANCHESTER ROAD
HOSE BRENTWOOD, MO 63144
HAZARD AREA DESIGN CRITERIA MAX SPACING DESIGN BASIS SYSTEM SHALL MEET ALL APPLICABLE REQUIREMENTS OF THE BUILDING
(GPM) CONTACT: DAVID LOWELL
CODE, FIRE CODE, AUTHORITY HAVING JURISDICTION, AND INSURANCE
OFFICE AREAS / PUBLIC AREAS / CORRIDORS / CARRIER. VERIFY REQUIREMENTS PRIOR TO BID SUBMITTAL. NO CHANGE T: 314-517-0935
NFPA 13 SECTIONS 5.2, 11.2.3.2, &
LIGHT HAZARD RESTROOMS / 0.10/1500 SQFT 100 225 SQFT TO THE CONTRACT PRICE WILL BE ACCEPTED FOR PROVIDING AND E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
TABLE 11.2.3.1.2
LOBBY / CONFERENCE ROOMS BREAK ROOM INSTALLING EQUIPMENT REQUIRED BY THE AFOREMENTIONED CODES,
ELECTRICAL / MECHANICAL / STORAGE / SERVER / IT NFPA 13 SECTIONS 5.3.1, 11.2.3.2, & STANDARDS, OR THE LOCAL AUTHORITY HAVING JURISDICTION.
ORDINARY HAZARD GROUP 1 0.10/1500 SQFT 250 130 SQFT
SERVER TABLE 11.2.3.1.2
NFPA 13 SECTIONS 5.3.2, 11.2.3.2, & 2. DELEGATED DESIGN: THE LOCATIONS OF MAJOR FIRE PROTECTION
ORDINARY HAZARD GROUP 2 MISCELLANEOUS STORAGE / MERCANTILE 0.20/1500 SQFT 250 130 SQFT EQUIPMENT AND PIPE ROUTING ARE SHOWN FOR REFERENCE ONLY TO
TABLE 11.2.3.1.2
ASSIST IN BIDDING AND SPACE COORDINATION. FIRE PROTECTION
MINIMUM REQUIRED SAFETY FACTOR: 5 PSI / 10 PSI / 5% / 10% / 20% CONTRACTOR SHALL DESIGN, LOCATE AND PROVIDE ALL EQUIPMENT,
NOTES: VALVES, PIPE ARRANGEMENTS AND COORDINATE WITH OTHER TRADES TO
1. THE HYDRAULIC AREA OF OPERATION MAY NOT BE REDUCED AS ALLOWED BY NFPA 13 FOR AREAS UTILIZING QUICK RESPONSE SPRINKLERS FOR NEW SYSTEM MEET THE APPLICABLE CODES AND STANDARDS FOR A COMPLETE AND
INSTALLATIONS OR UNFINISHED SHELL SPACES. FUNCTIONAL SYSTEM.
2. HYDRAULIC AREA OF OPERATION SHALL BE INCREASED (CUMULATIVELY) WITHOUT REVISING THE DENSITY FOR THE FOLLOWING APPLICATIONS: 138 Weldon Parkway St. Louis, MO 63043
A. INCREASED BY 30% FOR AREAS WITH SLOPED CEILINGS WITH A PITCH EXCEEDING 1 IN 6 (16.7%) SLOPE IN ACCORDANCE WITH NFPA 13 11.2.3.2.4, 3. APPROVAL: PRIOR TO COMMENCING WORK, APPROVAL SHALL BE (314) 469-3737 www.GandWengineering.com
B. INCREASED BY 30% FOR DRY-PIPE AND DOUBLE INTERLOCK PRE-ACTION SYSTEMS, IN ACCORDANCE WITH NFPA 13 11.2.3.2.5. RECEIVED FROM THE OWNERS INSURANCE COMPANY, ENGINEER, FIRE Project Number: 2021-0356.03
C. INCREASED TO 3,000 SQFT IF THE BUILDING HAS ADJACENT, NON-SPRINKLERED COMBUSTIBLE SPACES. MARSHAL AND OWNER. WORK COMMENCED PRIOR TO SHOP DRAWING
3. THE ABOVE CRITERIA NOTED DOES NOT PRECLUDE THE USE OF EXTENDED COVERAGE OR LISTED SPECIAL APPLICATION SPRINKLERS THAT ARE DESIGNED AND REVIEW SHALL BE AT CONTRACTOR'S RISK.
INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER REQUIREMENTS. 10-21-2022
4. THE HOSE STREAM ALLOWANCE SHALL BE PROVIDED AT THE BASE OF RISER. 4. PIPING AND COORDINATION:

A. FIRE PROTECTION CONTRACTOR SHALL COORDINATE WITH OTHER

DISCIPLINES FOR THE LOCATION OF ALL PIPING AND EQUIPMENT TO
OF MI S SO
HANGER SCHEDULE PREVENT INTERFERENCE. PROVIDE ALL NECESSARY OFFSETS IN
PIPING TO AVOID CONFLICT. NO CHANGE TO THE CONTRACT PRICE
TE

UR
KEVIN S.

ST
WILL BE ACCEPTED WHERE ALTERNATE PIPING ROUTES ARE

I
NOMINAL PIPE SIZE (in.) GRIESEMER
REQUIRED.
PIPE TYPE 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6 8

R
B. PIPING SHALL BE INSTALLED AS HIGH AS POSSIBLE IN OPEN

P RO
STEEL PIPE EXCEPT THREADED LIGHTWALL 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 NUMBER

EE
STRUCTURE AREAS. PE-23628

IN
FE
CPVC 5-6 6 6-6 7-0 8-0 9-0 10-0 N/A N/A N/A N/A SS
C. RENDER ANY PASSAGE OF PIPING THOUGH OUTSIDE WALLS I ONA L E NG
PERMANENTLY WATERTIGHT.

D. PROVIDE SEISMIC BRACING AS REQUIRED FOR NEW PIPING. REFER TO

BRACING DETAILS.

E. PROVIDE AUXILIARY DRAINS AS REQUIRED FOR DRAINING TRAPPED

SECTIONS OF PIPING. FOR TRAPPED SECTIONS OF PIPING EXCEEDING
5 GALLONS IN CAPACITY, PROVIDE A HARD-PIPED DRAIN CONNECTION
AND ROUTE BACK TO DRAIN IN SPRINKLER RISER ROOM OR
ALTERNATE LOCATION APPROVED BY ENGINEER.

F. COORDINATE ALL POWER AND FIRE ALARM CONNECTIONS WITH THE

ELECTRICAL CONTRACTOR.

5. SPRINKLER TYPE AND DESIGN DENSITIES: REFER TO FIRE PROTECTION

SPRINKLER SCHEDULE AND PROTECTION CRITERIA.

6. SUBMITTAL: FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR

VIBRATION ISOLATION AND SEISMIC RESTRAINT SCHEDULE SUBMITTING THE FOLLOWING DOCUMENTATION SIGNED AND SEALED BY A
QUALIFIED FIRE PROTECTION ENGINEER REGISTERED IN THE STATE
COMPONENT

CITY OF ST. CHARLES POLICE STATION

WHERE THE PROJECT IS LOCATED:
EQUIPMENT TAG ISOLATION SPEC. SEISMIC RESTRAINT ISOLATOR DEFLECTION RESPONSE MODIFICATION
IMPORTANCE FACTOR AMPLIFICATION FACTOR A. SHOP DRAWINGS CREATED IN ACCORDANCE WITH NFPA 13 SECTION
FACTOR
22.1.3 (2007/2010 EDITION)/23.1.3 (2013/2016 EDITION) AND CONTRACT
SPR-PIPING SC YES - 1.5 2.5 1.0 DOCUMENTS
SPR-EQUIP SC YES - 1.5 2.5 1.0
B. HYDRAULIC CALCULATIONS (OR APPROVED LETTER, SEE "HYDRAULIC
CALCULATIONS" BOXED NOTE THIS SHEET)

St Charles, MO 63303
1781 Zumbehl Road
FIRE PROTECTION DELEGATED-DESIGN NOTE
C. FLOW TEST INFORMATION (REFER TO "FLOW TEST" NOTE THIS SHEET
FOR DETAIL)
THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING
AND PROVIDING A COMPLETE, FUNCTIONAL, AND CODE COMPLIANT AUTOMATIC
D. PRODUCT DATA FOR ALL EQUIPMENT AND COMPONENTS USED ON
SPRINKLER SYSTEM. REFER TO GENERAL NOTES FOR ADDITIONAL DETAIL
THIS PROJECT
CONCERNING DESIGN, FLOW TEST, HYDRAULIC CALCULATIONS, COORDINATION,
AND SHOP DRAWING REQUIREMENTS.
E. ANY OTHER DOCUMENTATION AS REQUIRED BY THE AUTHORITY
HAVING JURISDICTION.
HYDRAULIC CALCULATIONS
7. SCOPE VERIFICATION: CONTRACTOR SHALL VERIFY:
FOR THIS SCOPE OF WORK, THE CONTRACTOR MAY PROVIDE A SIGNED AND SEALED A. COST FOR INSTALLATION OF NEW DOMESTIC WATER AND FIRE
LETTER STATING THAT THE HYDRAULIC DEMAND OF THE WORK PERFORMED WILL PROTECTION SERVICE MAIN PIPING AND BACKFLOW PREVENTION ARE
BE EQUAL TO OR LESS THAN THE HYDRAULIC DEMAND OF THE EXISTING SYSTEM ACCOUNTED FOR BY THE PLUMBING CONTRACTOR AND SHALL NOT BE
AND IS DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13. THIS WILL BE DUPLICATED BY THE FIRE PROTECTION CONTRACTOR. COORDINATE
ACCEPTED IN LIEU OF A HYDRAULIC CALCULATION WHERE APPROVED BY BOTH THE LOCATION FOR REQUIRED TAMPER SWITCHES.
OWNER AND THE AUTHORITY HAVING JURISDICTION.
B. ELECTRICAL CONTRACTOR HAS INCLUDED IN HIS CONTRACT ALL
POWER AND EMERGENCY POWER REQUIREMENTS REQUIRED FOR
FLOW TEST
FIRE PROTECTION EQUIPMENT, AND ALL SUPERVISORY FIRE ALARM
CONNECTIONS.
FIRE PROTECTION CONTRACTOR SHALL PERFORM A TWO-HYDRANT FLOW TEST
WITHIN 12 MONTHS OF WORKING PLAN SUBMITTAL, PER NFPA 13 22.2.1.1 (2010 8. SPECIFICATIONS: REFER TO SPECIFICATIONS FOR FURTHER DETAIL.
EDITION)/23.2.1.1 (2013/2016 EDITION). FLOW TEST RESULTS INCLUDING DATE OF
TEST, LOCATION OF TEST HYDRANT, LOCATION OF FLOW HYDRANT, STATIC
PRESSURE, RESIDUAL PRESSURE, AND FLOW SHALL BE SUBMITTED WITH
HYDRAULIC CALCULATIONS.

IT IS NOT EXPECTED THAT A FIRE PUMP WILL BE REQUIRED AS PART OF THIS

PROJECT. CONTRACTOR SHALL ESTIMATE THE SYSTEM DEMAND AND VERIFY THAT
THE WATER SUPPLY IS SUFFICIENT PRIOR TO SUBMITTING BIDS. IF THE
CONTRACTOR DETERMINES A FIRE PUMP WILL BE REQUIRED, THE ARCHITECT AND
ENGINEER SHALL BE NOTIFIED PRIOR TO BIDDING.

PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 7:29:15 AM

SHEET TITLE:

FIRE PROTECTION TITLE SHEET

- PHASE 2

FP000
Copyright 2020 © JEMA
 planning architecture interior design
A B B.3 C D E F F.3 G H J
ARCHITECT
2.6 2.6 JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
U7
U 12 U 11 U 11 U 11
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

U8

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PLAN NOTES - FIRE PROTECTION

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3 3 # G&W ENGINEERING

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2 138 WELDON PARKWAY

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1. LIGHT HAZARD OCCUPANCY: SPRINKLER DENSITY EQUAL TO 0.10 GPM/SF OVER THE

U 11
BIO 2 4 MARYLAND HEIGHTS, MO 63043
4

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MOST REMOTE 1500 SF. HOSE STREAM ALLOWANCE 100 GPM.

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1B53 CONTACT: BRETT ROSSOMANNO
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T: 314-469-3737

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FIREARMS
THE REMOTE 1500 SF. HOSE STREAM ALLOWANCE 250 GPM.

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BIO VAULT FIREARMS VAULT

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1B53 1B55 1B55 1B55
OWNER'S REPRESENTATIVE
3. PROVIDE SEMI-RECESSED SPRINKLER HEADS IN THE AREA.

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4. PROVIDE UPRIGHT SPRINKLER HEADS IN THIS AREA. 8419 MANCHESTER ROAD
3.6 3.6 BRENTWOOD, MO 63144
ARMORY EQUIP

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1B52
STOR 5. PROVIDE SPRINKLER HEADS AS REQUIRED TO PROVIDE WATER CURTAIN AT EXISTING CONTACT: DAVID LOWELL
DRUG VAULT
WINDOW GLAZING LOCATIONS. T: 314-517-0935

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ARMORY EQUIP STOR
1B52 1B11
1B11
11 E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

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4 4

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ARMORY

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MAINTENANCE
1B10

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ARMORY
2 4

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1B10
1B10B

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138 Weldon Parkway St. Louis, MO 63043
1B10A

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(314) 469-3737 www.GandWengineering.com
2 2 4 Project Number: 2021-0356.03

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GUN CLEANING
4

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R3 EVIDENCE 1B09
STORAGE
10-21-2022

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OF MI S SO

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GRIESEMER

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P RO
1B03 NUMBER

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SS
1 3 1 3 I ONA L E NG

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OFFICE MFF STORAGE CORR ADDITION

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BAG AND TAG 1B54 1B05 1B04
1B50

7 7

VESTIBULE CORR
1B01 1B04
1 3

13
5
STAFF LOBBY EXPANDED
5 ROOM
1B02
1B15

CITY OF ST. CHARLES POLICE STATION

8 8

1 3

St Charles, MO 63303
1781 Zumbehl Road
9 9

R3

13

EL ST ST ER EL ST ST INT ST ER
SF
ER

SF
SF
R1 R1 R1 R1 R1 R1
R1
ST

10 10
R1
INT

R1
ST

R1
ST

R1
ST

1 3
R1
INT

R1
INT

UPDATED
R1
INT

FITNESS PERMIT SET

R1

1A28
ST

EL ST ST ST INT INT INT ST ST ST INT ST ER

10/21/2022
R1
ST
SF
SF

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
R1
ST

REVISIONS
EL

SF

CORR. NO. DATE DESCRIPTION

1A46 1 3
E

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
ER ST INT ST ST INT INT INT ST ST ST EL
EL ST ST ST INT INT INT ST ER EL ST ST ER

11 R1 R1 R1 R1 R1 R1 R1
E E
R1 R1
E
11
U3

1 3
DUTY BAG
STORAGE
U1

UPDATED MEN'S 1A56

U1

U1

R1 R1 R1 R1 R1 R1 R1
LOCKER ROOM
U1

ER ST INT INT INT ST ST ST EL

E 1A52
U1

U1

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
1 3 1 3
U1

ER ST INT ST ST INT INT INT ST ST ST EL

EL ST ST ST INT INT INT ST ST INT ST ER

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
E
EL ST ST ST INT INT INT ST ST INT ST ER
IT
U1

U1

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
1A45
U3

UPDATED MEN'S
LOCKER ROOM
1A52
E

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 E E

ER ST INT ST ST INT INT INT ST ST ST EL R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1

EL ST ST ST INT INT INT ST ST INT ST ER

ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST ST ST EL

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
E

1 3

E
PLAN NORTH 90.00°
R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 TRUE NORTH 90.00°
ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT INT INT ST ST ST EL

12 12
PROJECT NO. ISSUED BY:
21-1540.06
ISSUED DATE:
10/21/2022 7:29:17 AM
A B B.3 C D E F F.3 G H J
SHEET TITLE:

N AREA A FIRST FLOOR CEILING PLAN -

FIRE PROTECTION - AREA A -
FIRST FLOOR CEILING PLAN - FIRE PROTECTION - AREA A - PHASE 2 PHASE 2
SCALE: 1/8" = 1'-0"

KEYPLAN
FP101A
Copyright 2020 © JEMA
 planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

MECHANICAL/ELECTRICAL
# PLAN NOTES - FIRE PROTECTION G&W ENGINEERING
138 WELDON PARKWAY
1. LIGHT HAZARD OCCUPANCY: SPRINKLER DENSITY EQUAL TO 0.10 GPM/SF OVER THE MARYLAND HEIGHTS, MO 63043
MOST REMOTE 1500 SF. HOSE STREAM ALLOWANCE 100 GPM. CONTACT: BRETT ROSSOMANNO
T: 314-469-3737
2. ORDINARY HAZARD OCCUPANCY: SPRINKLER DENSITY EQUAL TO 0.15 GPM/SF OVER E: BROSSOMANNO@GANDWENGINEERING.COM
THE REMOTE 1500 SF. HOSE STREAM ALLOWANCE 250 GPM.

3. PROVIDE SEMI-RECESSED SPRINKLER HEADS IN THE AREA. OWNER'S REPRESENTATIVE

NAVIGATE BUILDING SOLUTIONS
4. PROVIDE UPRIGHT SPRINKLER HEADS IN THIS AREA. 8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1 R1

7 7 138 Weldon Parkway St. Louis, MO 63043

(314) 469-3737 www.GandWengineering.com
Project Number: 2021-0356.03
STOR
1B45
10-21-2022
2 3

OF MI S SO
1 3 TE

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VEST

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KEVIN S.

ST
1B42 OFFICE

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GRIESEMER
1B41

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P RO
NUMBER
8 8

EE
PE-23628

IN
FE
SS
I ONA L E NG

OFFICE
1B39

1 3

COURT LOBBY
1B40
9 9

R3 1 3

CITY OF ST. CHARLES POLICE STATION

13 CORRIDOR
1B22

1 3

R3

St Charles, MO 63303
PUBLIC LOBBY

1781 Zumbehl Road

1A02
R1
1 3
10 10

CORRIDOR
1A21 PST
1A03
CONFERENCE
1A15 R2
1 3

RECORDS 13
1A20
1 3
1 3

11 11

1 3

COMMUNITY /
1 3 TRAINING ROOM
1A05

PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

12 12
R2

J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1

N
FIRST FLOOR CEILING PLAN - FIRE PROTECTION - AREA B - PHASE 2
SCALE: 1/8" = 1'-0"

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 7:29:18 AM

SHEET TITLE:

AREA B FIRST FLOOR CEILING PLAN -

FIRE PROTECTION - AREA B -
PHASE 2

KEYPLAN
FP101B
Copyright 2020 © JEMA
 planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM

MECHANICAL/ELECTRICAL
# PLAN NOTES - FIRE PROTECTION G&W ENGINEERING
138 WELDON PARKWAY
1. LIGHT HAZARD OCCUPANCY: SPRINKLER DENSITY EQUAL TO 0.10 GPM/SF OVER THE MARYLAND HEIGHTS, MO 63043
MOST REMOTE 1500 SF. HOSE STREAM ALLOWANCE 100 GPM. CONTACT: BRETT ROSSOMANNO
T: 314-469-3737
2. PROVIDE SEMI-RECESSED SPRINKLER HEADS IN THE AREA. E: BROSSOMANNO@GANDWENGINEERING.COM

OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

E F F.3 G H J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1 R1

7 7

138 Weldon Parkway St. Louis, MO 63043

(314) 469-3737 www.GandWengineering.com
Project Number: 2021-0356.03

10-21-2022
R3

OF MI S SO
8 8 TE

UR
KEVIN S.

ST

I
GRIESEMER

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P RO
NUMBER

EE
PE-23628

IN
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I ONA L E NG
13

9 9

CITY OF ST. CHARLES POLICE STATION

R3

R1
1 2
10 10

St Charles, MO 63303
1781 Zumbehl Road
KITCHEN
2A33
1 2
SEU OFFICE
2A06
EXECUTIVE
ASSISTANT
2A01
CHIEF'S
CONFERENCE
ROOM R2
1 2 2A02

1 2 13

11 11

CORR
2A05

1 2
1 2 CHIEF'S OFFICE
DISPATCH 2A03
CORR
2A31
2A13

1 2

PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION
12 12
R2

E F F.3 G H J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1

N
SECOND FLOOR CEILING PLAN - FIRE PROTECTION - PHASE 2
SCALE: 1/8" = 1'-0"

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 7:29:19 AM

SHEET TITLE:

SECOND FLOOR CEILING PLAN -

FIRE PROTECTION - PHASE 2

KEYPLAN
FP102
Copyright 2020 © JEMA
PLUMBING SUPPLEMENTAL CONDITIONS PLUMBING ABBREVIATIONS PLUMBING SYMBOL LIST

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AD AREA DRAIN
INSULATION MATERIALS SCHEDULE

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BALANCING VALVE (BAL.V.) planning architecture interior design
1. THE PROVISIONS OF THESE ARTICLES SHALL APPLY TO THE PLUMBING AND FIRE PROTECTION CONTRACTORS

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ENGAGED ON THIS PROJECT. REFER TO ADDITIONAL REQUIREMENTS IN THE PROJECT MANUAL. (NOT ALL SYSTEMS MAY BE REQUIRED ON THIS PROJECT)

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3. PLUMBING AND FIRE PROTECTION CONTRACTOR SHALL REQUEST CLARIFICATION ON ANY ITEM(S) OF THE

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BE PRESENTED AS A “REQUEST FOR INFORMATION” (RFI) IN WRITING PRIOR TO SUBMITTING A BID. RFI SHALL BE

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PRESENTED A MINIMUM OF FIVE (5) WORKING DAYS BEFORE THE BID DATE. OBTAIN THE RFI FORM AT 1-1/2" FIBERGLASS WITH A.S.J. & 0.016 ALUMINUM JACKET, CONTACT: BRETT ROSSOMANNO
HTTPS://WWW.GANDWENGINEERING.COM/DOCUMENTS. SUBMISSION OF A BID WILL ACKNOWLEDGE THE WEATHERPROOF (PIPE ELECTRICALLY TRACED PRIOR TO INSULATING) DS DOWNSPOUT BALL VALVE (B.V.)
T: 314-469-3737
PLUMBING CONTRACTOR UNDERSTANDS THE SCOPE OF WORK, MEANS AND METHODS OF INSTALLATION, AND E: BROSSOMANNO@GANDWENGINEERING.COM
MATERIALS TO BE USED. RFI THAT HAVE NOT BEEN CLARIFIED PRIOR TO BID, WILL BE PROVIDED BY THE 1-1/2" FIBERGLASS WITH A.S.J. PRE-FORMED (E) EXISTING STRAINER (STR.)
PLUMBING CONTRACTOR, AS DIRECTED BY THE ENGINEER OF RECORD, AND THE MOST STRINGENT MATERIALS, (PIPE ELECTRICALLY TRACED PRIOR TO INSULATING) FITTING COVERS
EQUIPMENT, AND SCOPE OF WORK SHALL APPLY. NO ADDITIONAL COMPENSATION WILL BE MADE FOR THE EC ELECTRICAL CONTRACTOR
OWNER'S REPRESENTATIVE
FAILURE OF THE CONTRACTOR TO OBTAIN CLARIFICATIONS PRIOR TO BID. 1 INCH FIBERGLASS WITH ALL-SERVICE JACKET EWC ELECTRIC WATER COOLER F FURNISHED BY OTHERS NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
4. THE EQUIPMENT, MATERIALS, AND MANUFACTURERS SCHEDULED IN THE CONTRACT DOCUMENTS SHALL FORM FCO FLOOR C.O. PIPING BELOW FLOOR OR GRADE BRENTWOOD, MO 63144
PRE-FORMED B
THE BASIS OF DESIGN. THE PLUMBING AND FIRE PROTECTION CONTRACTOR’S BID SHALL BE BASED ON THE 1 INCH FIBERGLASS WITH ALL-SERVICE JACKET FITTING COVERS CONTACT: DAVID LOWELL
SCHEDULED MATERIALS AND EQUIPMENT. ALL OTHER EQUIPMENT, MATERIALS, AND MANUFACTURERS, FD FLOOR DRAIN
T: 314-517-0935
INCLUDING MANUFACTURES LISTED AS ACCEPTABLE ALTERNATES, ARE CONSIDERED SUBSTITUTIONS. FL FLOWLINE
C PIPING ABOVE CEILING
1/2 INCH THICK ELASTOMERIC CLOSED CELL INSULATION - ASTM E-84 E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
PROPOSED SUBSTITUTIONS MAY BE SUBMITTED FOR REVIEW AFTER THE ENGINEER HAS RECEIVED A
SUBSTITUTION REQUEST FORM. OBTAIN THE SUBSTITUTION REQUEST FORM AT FSC FOOD SERVICE CONTRACTOR # # # PLAN NOTE SYMBOL
HTTPS://WWW.GANDWENGINEERING.COM/DOCUMENTS. THE PLUMBING AND FIRE PROTECTION CONTRACTOR
FPC FIRE PROTECTION CONTRACTOR
SHALL MAKE NO PRIOR ASSUMPTIONS ON SUBSTITUTIONS NOT APPROVED BY THE ENGINEER. APPROVALS OF
SUBSTITUTIONS ARE CONTINGENT UPON ENGINEER’S REVIEW. SHOULD THE ENGINEER APPROVE A SUBSTITUTION GC GENERAL CONTRACTOR # REVISION SYMBOL

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REQUEST, THE PLUMBING CONTRACTOR WILL BE HELD RESPONSIBLE FOR ENGINEERING COSTS, PHYSICAL SIZE,

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CAPACITIES, COORDINATION, SUPPLEMENTAL DRAWINGS AND INFORMING OTHER TRADE CONTRACTORS PLUMBING MATERIALS SPECIFICATION HB HOSE BIBB

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# SANITARY STACK NUMBER

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RELATED TO THE INSTALLATION AS TO ANY SPECIFIED ITEM CHANGES. THE PLUMBING AND FIRE PROTECTION (NOT ALL SYSTEMS MAY BE REQUIRED ON THIS PROJECT) HD HUB DRAIN

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CONTRACTOR SHALL BEAR AS PART OF THE PLUMBING CONTRACT, ANY ADDITIONAL COSTS INCURRED IN THE

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PLUMBING WORK OR BY THE OTHER CONTRACTORS AS A RESULT OF SUBSTITUTIONS TO THE BASIS OF DESIGN. X DOWNSPOUT LETTER

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5. PLUMBING CONTRACTOR SHALL PERFORM WORK IN A SAFE MANNER. COMPLY WITH APPLICABLE OSHA SAFETY LAV LAVATORY NEW CONNECTION TO EXIST. VENT LINE. 138 Weldon Parkway St. Louis, MO 63043

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VERIFY SIZE AND LOCATION IN THE FIELD. (314) 469-3737 www.GandWengineering.com

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GUIDELINES DURING THE COURSE OF COMPLETING THE WORK DESCRIBED ON THESE CONSTRUCTION

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DRAWINGS. A PERIOD OF TEN BUSINESS DAYS WILL BE ALLOWED FOR SUBMITTAL PROCESSING BY THE

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ENGINEER. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. PVC POLYVINYL CHLORIDE PIPE SAN SOIL OR WASTE BELOW FLOOR
SCHEDULE 40 SOLID WALL PVC with SOLVENT CEMENTED DRAINAGE PATTERN FITTINGS
ASTM D-2665 RCP REINFORCED CONCRETE PIPE ST STORM LINE ABOVE FLOOR

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7. THE PLUMBING CONTRACTOR SHALL HAVE ACCESS TO ELECTRONIC FILES OWNED AND/OR CREATED BY G&W NUMBER

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ENGINEERING CORPORATION IN PREPARATION OF CONTRACTOR’S SUBMITTALS OR OTHER APPROVED USE. THE RD ROOF DRAIN ST STORM LINE BELOW FLOOR PE-23628
COPPER PIPE - SOFT DRAWN TYPE "K" ASTM B88

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USE OF THESE FILES REQUIRES A SIGNED “ELECTRONIC FILES RELEASE FORM” AGREEING TO ALL TERMS AND SS
CONDITIONS OUTLINED ON THE FORM AND ASSOCIATED DISCLAIMER. THE SIGNED FORM SHALL BE RECEIVED BY RIO ROUGH-IN ONLY S SUB-SOIL DRAIN TILE I ONA L E NG
G&W ENGINEERING CORPORATION PRIOR TO SHARING ANY ELECTRONIC FILES. COPPER PIPE - HARD DRAWN TYPE "L" ASTM B88 RPBP REDUCED PRESSURE BACKFLOW PREVENTER GW GARAGE WASTE LINE
8. SUBMIT AND PAY FOR ALL REQUIRED WORK PERMITS. PROVIDE ALL REQUIRED INSPECTIONS AND RE- S SOIL S/O/G SAND/OIL/GREASE WASTE ABOVE FLOOR
INSPECTIONS. PROVIDE A SIGNED CERTIFICATE OF INSPECTION AT THE PROJECT COMPLETION. with CAST ASTM B16.18 OR WROUGHT ASTM B16.22 SOLDERED JOINT
SD SHOWER DRAIN S/O/G SAND/OIL/GREASE WASTE BELOW FLOOR
9. ALL ITEMS OF WORK AND MATERIALS SHALL BE SPECIFICALLY INSTALLED PER WRITTEN INSTALLATION STANDARD WEIGHT NO-HUB CAST IRON ASTM-888 SDS SECONDARY DOWNSPOUT
INSTRUCTIONS AND METHODS OF INSTALLATION AS PROVIDED BY THE MANUFACTURER OF THE EQUIPMENT OR V VENT LINE
with HEAVY DUTY TYPE 304 STAINLESS STEEL COUPLINGS
MATERIAL PROVIDER. CONTRACTOR SHALL UNDERSTAND THE PRODUCT AND METHODS OF INSTALLATION. THE SH SHOWER VALVE AR ACID RESISTANT WASTE
CONTRACTOR SHALL OBTAIN THE INSTALLATION INSTRUCTIONS AND REQUIREMENTS PRIOR TO BID. ALL
SS SERVICE SINK AR ACID RESISTANT VENT LINE
REQUESTS FOR ADDITIONAL INFORMATION DURING CONSTRUCTION WHERE THE CONTRACTOR HAS NOT
PREVIOUSLY OBTAINED THIS INFORMATION FOR BIDDING PURPOSES WILL NOT BE CAUSE FOR ADDITIONAL COSTS SW STREET WASHER
OR CONSTRUCTION DELAY. WASTE, VENT & WATER CONNECTION SCHEDULE PD PUMP DISCHARGE
TMV THERMOSTATIC MIXING VALVE COLD WATER LINE (C.W.)
FIXTURE WASTE VENT COLD WATER HOT WATER NOTES
10. PLUMBING CONTRACTOR SHALL PROVIDE FIELD COORDINATION WITH OTHER TRADES; SYSTEMS AS SHOWN ARE
WATER CLOSETS (TANK) 4" 2" 1 "
2 TPRV TEMPERATURE AND PRESSURE RELIEF VALVE HOT WATER LINE (H.W.)
DIAGRAMMATIC AND GIVE THE GENERAL ARRANGEMENT AND LOCATIONS ONLY. PLUMBING CONTRACTOR SHALL
4" 2" 1 "
COMPLETELY REVIEW ARCHITECTURAL DRAWINGS, STRUCTURAL DRAWINGS, AND SYSTEMS DRAWINGS OF WATER CLOSETS (FLUSH VALVE) 1 4 UR URINAL
OTHER TRADES FOR DETAILS OF CONSTRUCTION. ROUGH-IN OF PLUMBING FIXTURES, EQUIPMENT, PIPING, HOT WATER RETURN LINE (H.W.R.)
LAVATORIES 1 1 2" 1 1 2" 1 "
2
1 "
2
ATTACHMENTS, AND HANGERS SHALL BE BASED ON THIS REVIEW. EXACT LOCATIONS AND FINAL LAYOUT SHALL 3 "
V VENT F FIRE OR SPRINKLER LINE
URINALS 2" 2" 4
BE DETERMINED IN THE FIELD, PROVIDE ALL NECESSARY EQUIPMENT, CLEANOUTS, FITTINGS, HANGERS,
MOP BASINS 3" 2" 1 "
2
1 "
2 VTR VENT THRU ROOF FCW FILTERED COLD WATER
SUPPORTS, AND OFFSETS REQUIRED FOR A COMPLETE INSTALLATION IN ALL RESPECTS. THE PLUMBING

CITY OF ST. CHARLES POLICE STATION

2" 2" 1 " 1 "
CONTRACTOR MEANS AND METHODS OF INSTALLATION SHALL PROVIDE FOR OPERATING EFFICIENCY, NEATNESS SINKS 2 2 W WASTE (E) TYPE EXISTING PIPING
OF APPEARANCE, AND EASE OF MAINTENANCE. THE PLUMBING CONTRACTOR SHALL PREPARE DIMENSIONED NOTES: WC WATER CLOSET
FIELD ERECTION DRAWINGS FOR USE BY THE INSTALLERS TO ENSURE PROPER INSTALLATION, CLEARANCES, AND TYPE PIPE TO BE REMOVED
COORDINATION WITH STRUCTURAL MEMBERS, ARCHITECTURAL WORK, AND ALL OTHER ITEMS BEING INSTALLED WCO WALL CLEANOUT
BY OTHER TRADE CONTRACTORS. THE PLUMBING CONTRACTOR SHALL TAKE THEIR OWN MEASUREMENTS AT THE TYPE PIPE TO BE REMOVED
SITE AND BUILDING, AND BE RESPONSIBLE FOR THE CORRECT LAYOUT, INTERPRETATION, AND USE OF ALL SIZES WH WALL HYDRANT
AND DIMENSIONS. THE CONTRACTOR SHALL KEEP “AS-BUILT” INFORMATION DURING CONSTRUCTION AND
WHA WATER HAMMER ARRESTOR
FURNISH TO THE OWNER OR TENANT A RECORD SET OF LEGIBLE BLACK LINE PRINTS AND AN ELECTRONIC COPY

St Charles, MO 63303
1781 Zumbehl Road
OF THESE DOCUMENTS AT PROJECT COMPLETION. INCLUDE THE FINAL BIM COORDINATION MODEL AT PROJECT
COMPLETION.

11. ALL WORK SHALL BE DONE UNDER THE SUPERVISION OF THE CONTRACTOR, WHO SHALL PROVIDE A COMPETENT DRAIN SCHEDULE
AND SKILLED FOREMAN TO LAYOUT ALL WORK. ALL WORK SHALL BE PROVIDED WITH DUE REGARD FOR THE
SPACE REQUIREMENTS OF THE OTHER CONTRACTORS. THE CONTRACTOR SHALL REPORT ANY CONFLICTS OR PLAN OUTLET
MANUFACTURER MODEL STRAINER MATERIAL REMARKS
DIFFICULTIES IN REGARD TO THE INSTALLATION IMMEDIATELY TO THE GENERAL CONTRACTOR OR MARK SIZE
CONSTRUCTION MANAGER. WHERE CROWDED LOCATIONS EXIST, OR WHERE THERE IS A POSSIBILITY OF
CONFLICT BETWEEN TRADES, THE CONTRACTOR SHALL MAKE COMPOSITE SUPPLEMENTARY DRAWINGS FD-1 MIFAB F1000-S6"x6"-3-7 SEE DWGS. 6" SQUARE STAINLESS STEEL ---
SHOWING THE EXACT LOCATIONS OF PIPES, CONDUIT, DUCTS AND EQUIPMENT. DRAWINGS SHALL BE BASED ON
FIELD MEASUREMENTS AND, AFTER CONSULTATION AND AGREEMENT AMONG THE TRADES, THE GENERAL
CONTRACTOR OR CONSTRUCTION MANAGER SHALL DIRECT THE SOLUTION BEFORE INSTALLATION OF THE WORK. FD-2 MIFAB F1000-S8"x8"-3-7 SEE DWGS. 8" SQUARE STAINLESS STEEL ---

12. FIELD COORDINATION; THE CONTRACTOR SHALL COMPLETELY REVIEW ARCHITECTURAL FLOOR PLANS, HD-1 --- --- SEE DWGS. --- CAST IRON PIPE HUB TO BE INSTALLED
ELEVATIONS, STRUCTURAL PLANS, AND CIVIL DRAWINGS PRIOR TO STARTING WORK. ROUGH-IN OF PIPING
SYSTEMS, SPRINKLER HEADS, DEVICES, EQUIPMENT, AND FIXTURES SHALL BE BASED ON THIS REVIEW. ANY
CONFLICTS WITH BUILDING OR SITE ELEMENTS SHALL BE PROVIDED THROUGH THE “RFI” PROCESS PRIOR TO RD-1 MIFAB R1200-M-U SEE DWGS. CAST IRON DOME ---
START OF CONSTRUCTION. COORDINATE SPRINKLER HEAD LAYOUT AND FRAMING WITH G.C. PRIOR TO START OF
CONSTRUCTION. OFRD-1 MIFAB R1200-M-R-U SEE DWGS. CAST IRON DOME W/ 2" EXTERNAL WATER DAM

13. REVIEW ARCHITECTURAL DRAWINGS FOR ALL FIRE RATINGS AND FIRE RATED ASSEMBLIES PRIOR TO BIDDING THE
PROJECT. PROVIDE FIRE STOP AT EACH RATED WALL, FLOOR, ROOF AND CEILING ASSEMBLY PENETRATION. FIRE
STOP SYSTEMS SHALL BE MANUFACTURED BY “3M”. PROVIDE IN STRICT COMPLIANCE WITH THE
MANUFACTURER’S APPLICATION DETAILS AND INSTRUCTIONS. PROVIDE TAGGED CERTIFICATIONS AT EACH
PENETRATION. PROVIDE SHOP DRAWINGS FOR REVIEW WITH THE U.L. LISTING AND TEST CRITERIA. PROVIDE FIRE
STOPPING WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. EQUAL SYSTEMS AS MANUFACTURED BY
“SPEC SEAL” OR “HILTI” WILL BE ACCEPTABLE. REFER TO THE PROJECT MANUAL FOR SYSTEMS SPECIFICATIONS.

14. PROVIDE ALL PIPING PENETRATIONS THROUGH NON-RATED ASSEMBLIES WITH DRAFT STOPPING OR SMOKE
BARRIER SEALANT SYSTEMS. THROUGH PENETRATION SEALANT SYSTEMS SHALL BE MANUFACTURED BY “3M”.
APPLY IN STRICT COMPLIANCE WITH THE MANUFACTURER’S APPLICATION DETAILS AND INSTRUCTIONS. PROVIDE
DRAFT STOPPING OR FIRE BLOCKING SEALANTS TO MEET APPROVAL OF THE AUTHORITY HAVING JURISDICTION.
EQUAL SYSTEMS AS MANUFACTURED BY “SPEC SEAL” OR “HILTI” WILL BE ACCEPTABLE. REFER TO THE PROJECT
MANUAL FOR SYSTEMS SPECIFICATIONS.

15. PLUMBING CONTRACTOR SHALL VERIFY THE FLOW LINE OF ALL SEWERS AND DRAIN CONNECTION POINTS PRIOR
TO STARTING CONSTRUCTION.

16. CAST IRON NO-HUB IS REQUIRED ABOVE CEILINGS OR IN CAVITIES USED AS ENVIRONMENTAL AIR PLENUM; NO
PVC PIPING OR COMBUSTIBLE INSULATION SYSTEMS WILL BE INSTALLED IN ENVIRONMENTAL AIR PLENUM
SPACES. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ENVIRONMENTAL AIR PLENUM PERMIT SET
LOCATIONS.

17. PLUMBING SCOPE OF WORK SHALL BE PROVIDED TO COMPLY WITH THE CURRENT EDITION OF THE ADOPTED
10/21/2022
PLUMBING CODE, GOVERNING STATE LAW, FEDERAL LAW, AND ALL LOCAL ORDINANCES. REFER TO THE
ARCHITECTURAL CODE BLOCK AND THE MUNICIPALITY WEBSITE FOR THE APPLICABLE CODE AND ADOPTED REVISIONS
ORDINANCES PRIOR TO BID. SUBMISSION OF A BID ACKNOWLEDGES YOU HAVE PERFORMED THIS REQUIREMENT NO. DATE DESCRIPTION
AND YOUR BID INCLUDES LABOR AND MATERIAL TO PROVIDE THIS COMPLIANCE.

18. THE CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING PIPING, EQUIPMENT, FIXTURES OR DEVICES
OCCURRING IN DEMOLISHED WALLS, FLOORS, ATTICS, CEILING CAVITIES AND THE ROOF. REFER TO THE
ARCHITECTURAL DRAWINGS FOR THE GENERAL SCOPE OF DEMOLITION. DISCONNECT AND REMOVE PLUMBING
AND FIRE PROTECTION EQUIPMENT AND PIPING SYSTEMS OCCURRING IN THESE AREAS OR AS OTHERWISE
REQUIRED. MECHANICAL COMPONENTS INCLUDING PIPING, DEVICES, SPRINKLERS, FIXTURES, ETC., NOT TO BE
RETAINED BY THE OWNER OR TENANT, INCLUDING HANGERS, BRACKETS, INSULATION, ETC., MUST BE REMOVED
FROM THE PREMISES, TO BE LEGALLY DISPOSED OF BY THE TRADE WORK CONTRACTOR. ALL LOOSE ENDS OF
SYSTEMS WHERE SUCH ABANDONMENT HAS TERMINATED SHALL BE TRIMMED CLEAR AND APPROPRIATELY
CAPPED OR SEALED IN A SAFE AND SECURE MANNER. REMOVAL AND DEMOLITION SHALL BE BY THE RESPECTIVE
OR APPROPRIATE TRADES. MAINTAIN SYSTEM CONTINUITY TO ADJOINING AREAS AS REQUIRED.

19. THIS CONTRACTOR SHALL CONFINE ACTIVITIES TO THE AREA SET ASIDE TO DO WORK AND SHALL NOT INTERFERE
WITH ANY OF THE OWNER'S ACTIVITIES. THIS CONTRACTOR WILL NOT BE PERMITTED TO STORE MATERIAL
EXCEPT WITHIN THE AREAS AS DIRECTED BY THE GENERAL CONTRACTOR. SHOULD ANY DISTURBANCE OF
EXISTING INSTALLATION BE NECESSARY, THE CONTRACTOR SHALL SO INFORM THE OWNER WELL IN ADVANCE OF
THE TIME CONTEMPLATED FOR THE DISTURBANCE. AFTER A PLAN ACCEPTABLE TO THE OWNER OR TENANT HAS
BEEN FORMULATED, THE G.C. SHALL KEEP IN CLOSE PERSONAL CONTACT WITH THE WORK TO SEE THAT IT IS
EXECUTED IN ACCORDANCE WITH THE AGREED PROCEDURE.

20. CONTINUITY OF ALL BUILDING SERVICES AND UTILITIES SERVING FACILITIES IN THE BUILDING SHALL BE
MAINTAINED WITHOUT INTERRUPTION, EXCEPT FOR SUCH A PERIOD OF TIME DESIGNATED BY THE GENERAL
CONTRACTOR. THE CONTRACTOR SHALL SO ARRANGE AND EXECUTE ANY WORK SUCH THAT ANY CONNECTIONS,
EITHER TEMPORARY OR PERMANENT, OR REARRANGEMENT OF PRESENT EQUIPMENT, PIPING, ACCESSORIES,
ETC., SHALL BE IN SUCH A MANNER AS TO ASSURE FULL RESUMPTION OF SERVICE AT THE TIME DESIGNATED BY
THE G.C. IF TEMPORARY CROSS CONNECTIONS, PIPING, HANGERS, VALVES, BARRICADES, ETC., ARE NECESSARY
TO ASSURE THIS CONTINUITY OF THE BUILDING SERVICE, CONTRACTOR SHALL PROVIDE THEM TO AT NO PLAN NORTH 90.00°
ADDITIONAL COST TO THE OWNER OR TENANT. MAINTAIN IS DEFINED TO INCLUDE, BUT IS NOT LIMITED TO, TRUE NORTH 90.00°
REMOVAL, MODIFICATION AND REINSTALLATION OF EQUIPMENT AND PIPING AS NEEDED TO SUSTAIN THE
EXISTING WORKING CONDITION OF ALL SYSTEMS. THE CONTRACTOR SHALL RETURN THESE SYSTEMS OR AREAS
PROJECT NO. ISSUED BY:
TO FULL WORKING ORDER AT PROJECT COMPLETION.
21-1540.06
21. THIS PROJECT WILL REQUIRE SEVERAL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL REVIEW THE ISSUED DATE:
ARCHITECTURAL PLANS AND PROPOSED PHASING OF THE CONSTRUCTION. ALL LABOR AND MATERIAL REQUIRED 10/21/2022 7:31:17 AM
TO ACHIEVE THE CONSTRUCTION PHASING SHALL BE INCLUDED IN THE CONTRACTORS BID. BY SUBMITTING A BID,
SHEET TITLE:
THE CONTRACTOR ACKNOWLEDGES THEY HAVE REVIEWED THE REQUIREMENTS TO COMPLETE THE WORK AND
PHASING INDICATED ON THE ARCHITECTURAL PLANS AND REQUIRED BY THEIR SCOPE OF WORK. ALL COSTS
SHALL BE INCLUDED IN YOUR BID. PLUMBING TITLE SHEET -
PHASE 2

P000
Copyright 2020 © JEMA
 planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
T: 314-531-7400
NICKALOY COVER E: MSUTHERLAND@JEMASTL.COM

BRONZE PLUG MECHANICAL/ELECTRICAL

G&W ENGINEERING
138 WELDON PARKWAY
FLOOR SLAB MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
STORM PIPING SEALANT W/ BACKER ROD T: 314-469-3737
JOSAM #58360 SEE PLUMBING E: BROSSOMANNO@GANDWENGINEERING.COM
ADJUSTABLE C.O. PLANS FOR SIZE
JOSAM 58510 JOSAM 58600 & LOCATION DOWNSPOUT NOZZLE OWNER'S REPRESENTATIVE
CLEANOUT TEE WALL ACCESS NO-HUB CONNECTION EQUAL TO MIFAB MODEL NAVIGATE BUILDING SOLUTIONS
WITH PLUG COVER #R1940-3 WITH INSECT
4" RISER AS REQUIRED 8419 MANCHESTER ROAD
SCREEN IN STAINLESS BRENTWOOD, MO 63144
STEEL FINISH CONTACT: DAVID LOWELL
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

NOZZLE TO SPILL AT 12"

EXTERIOR WALL ABOVE GRADE
1/8 BEND

WYE WITH 1/8 BEND

NOTES:
1. PROVIDE AT BASE OF EACH MULTIPLE FIXTURE STACK.
2. REQUIRED ON STORM DOWNSPOUTS. 138 Weldon Parkway St. Louis, MO 63043
3. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH IN. (314) 469-3737 www.GandWengineering.com
Project Number: 2021-0356.03
PIPE IN RUN

10-21-2022

OF MI S SO
TE

UR
KEVIN S.

ST

I
GRIESEMER
1
WALL CLEANOUT DETAIL 2
INTERIOR FCO DETAIL 3
DOWNSPOUT NOZZLE DETAIL
P001 NO SCALE P001 NO SCALE P001 NO SCALE

R
P RO
NUMBER

EE
PE-23628

IN
FE
SS
I ONA L E NG

CITY OF ST. CHARLES POLICE STATION

St Charles, MO 63303
1781 Zumbehl Road
PLUMBING FIXTURE SCHEDULE
FIXTURE WATER SUPPLY APPURTENANCES CONNECTION
ABBREV. QTY. DESCRIPTION MANUFACTURER MODEL MANUFACTURER MODEL SUPPLY MANUFACTURER MODEL TYPE WASTE & TRAP CARRIER WASTE VENT CW HW ADA MTD. COMMENTS
IMB-1 4 ICE MAKER BOX SIOUX CHIEF 696-G1010PF -- -- -- -- -- -- -- -- -- -- 1/2" -- -- --

6190: ALIGN CHROME ONE MCGUIRE 8090C -- COORDINATE COUNTER

L-1 9 LAVATORY - SOLID SURFACE BY ARCHITECT -- MOEN (2) MCGUIRE BV2165 POWERS LFLM495 MIXING VALVE TRUBRO 102E-2 1-1/2" 1-1/2" 1/2" 1/2" YES PENETRATIONS WITH GC
HANDLE HIGH ARCH

MS-1 1 MOP SINK FIAT MSB-3624 CHICAGO FAUCET 540-LD897SWXFABCP -- -- -- -- -- -- 3" 2" 1/2" 1/2" -- --

S-1 2 SINK - BREAK ROOM ELKAY LRADQ312260 CHICAGO FAUCET 201-AG8AE35-317VAB (2) MCGUIRE BV2165 INSINKERATOR BADGER 5 DISPOSER -- -- 1-1/2" 1-1/2" 1/2" 1/2" -- --

SH-1 4 SHOWER EXISTING SURROUND -- BRADLEY CORP WS-1X-TMV-B -- -- -- -- EXISTING -- 2" 2" 1/2" 1/2" -- --

SH-2 2 SHOWER - ADA EXISTING SURROUND -- BRADLEY CORP WS-1WCA-ADA-TMV-SB -- -- -- -- EXISTING -- 2" 2" 1/2" 1/2" -- --

UR-1 2 URINAL AMERICAN STANDARD 6590.001EC SLOAN SLOAN 8186-0.5-OR -- -- -- -- -- -- 2" 2" 1" -- -- --

UR-2 1 URINAL - ADA AMERICAN STANDARD 6590.001EC SLOAN SLOAN 8186-0.5-OR -- -- -- -- -- -- 2" 2" 1" -- YES --

WC-1 4 WATER CLOSET AMERICAN STANDARD 3351.101 SLOAN SLOAN 8111-1.28-DFB-OR -- BEMIS 3155SSCT SEAT -- -- 4" 2" 1-1/2" -- -- --

WC-2 2 WATER CLOSET - ADA AMERICAN STANDARD 3351.101 SLOAN SLOAN 8111-1.28-DFB-OR -- BEMIS 3155SSCT SEAT -- -- 4" 2" 1-1/2" -- YES -- PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 7:31:18 AM

SHEET TITLE:

PLUMBING SCHEDULES &

DETAILS - PHASE 2

P001
Copyright 2020 © JEMA
 planning architecture interior design
A B B.3 C D E F F.3 G H J GENERAL NOTES - PLUMBING
A. ALL STORM, SANITARY AND VENT PIPING 4-INCHES AND LARGER TO BE SLOPED AT 1%
UNLESS OTHERWISE NOTED. ALL SANITARY AND VENT PIPING 3-INCHES AND SMALLER TO ARCHITECT
2.6 2.6 BE SLOPED AT 2% UNLESS OTHERWISE NOTED. JEMA
2823 OLIVE ST.
B. PC SHALL PROVIDE WASTE, VENT, AND WATER PIPING FOR EACH PLUMBING FIXTURE ST. LOUIS, MO 63103
COMPLETE. PC MAY DEVIATE FROM INDICATED ROUTING AS LONG AS THE INSTALLED CONTACT: MATT SUTHERLAND
SYSTEM AND SIZES MEET APPROVAL OF THE AHJ AND COMPLY WITH THE PLUMBING CODE. T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM
C. PC SHALL PROVIDE FLOOR PLANS OF ALL PIPING PENETRATIONS OF RATED ASSEMBLIES
BASED ON THEIR FINAL PENETRATION LAYOUT.
MECHANICAL/ELECTRICAL
3 3 G&W ENGINEERING
D. EACH PENETRATION SHALL BE TAGGED AND THE U.L. LISTED PENETRATION SHALL BE
SUBMITTED WITH SPECIFICATION SHEETS TO THE AHJ PRIOR TO STARTING ANY WORK OR 138 WELDON PARKWAY
INSTALLATION OF THROUGH-PENETRATION SYSTEMS. THIS IS A DEFERRED SUBMITTAL AND MARYLAND HEIGHTS, MO 63043
IS A REQUIREMENT OF THE P.C. WHO SHALL UTILIZE A CERTIFIED THROUGH-PENETRATION CONTACT: BRETT ROSSOMANNO
INSTALLER/SUPPLIER. T: 314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM
E. COORDINATE EXACT LOCATION OF FLOOR DRAINS, FLOOR SINKS AND HUB DRAINS WITH GC
AND MECHANICAL CONTRACTOR. OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
F. THE PLUMBING CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK ON THE WITH THE
3.6 3.6 OWNER AND GENERAL CONTRACTOR.
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
G. PC SHALL CAREFULLY CUT WALLS AND FLOORS AS REQUIRED TO INSTALL NEW WASTE AND
T: 314-517-0935
VENT PIPING. GC SHALL PAINT AND PATCH WALLS TO MATCH ADJACENT FINISHES.
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
H. CONTRACTOR TO COORDINATE WITH GC CLEAN-OUTS IN WALLS WITH COUNTERTOP
BACKSPLASHES & CASEWORK. CLEAN-OUTS VISIBLE IN PUBLIC AREAS AND UNITS NEED TO
4 4 BE PAINTABLE.

I. MAINTAIN 15FT FROM PLUMBING VENT TO OUTSIDE AIR INTAKE.

J. NO WATER PIPING ROUTED IN EXTERIOR WALLS. FIXTURES THAT ARE LOCATED ON

EXTERIOR WALLS WILL REQUIRED WATER TO BE ROUTED IN FURRED WALLS INSIDE OF
EXTERIOR OF WALLS, NEXT TO FIXTURE, BELOW SLAB OR ROUTING TO OCCUR IN
FLOOR/CEILING ASSEMBLY AND STUB UP FROM BELOW.
138 Weldon Parkway St. Louis, MO 63043
K. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO CORRECTLY LOCATE THE (314) 469-3737 www.GandWengineering.com
ROUGH-INS REQUIRED FOR ALL EQUIPMENT CONNECTIONS TO ENSURE THAT THEY ARE IN Project Number: 2021-0356.03
R3 COMPLIANCE WITH ALL CODES.

L. PLUMBING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ROUGH-INS, INDIRECT 10-21-2022

CONNECTIONS, INTER-CONNECTIONS, AND FINAL CONNECTIONS TO MAKE THE EQUIPMENT
5 5 OPERATIONAL.

5.1 5.1 M. PLUMBING CONTRACTOR IS RESPONSIBLE FOR INSTALLING FAUCETS, TRAPS, AND SIMILAR
ITEMS REQUIRED TO MAKE THE KITCHEN/PROCESING EQUIPMENT OPERATIONAL. OF MI S SO
6 6 TE

UR
KEVIN S.

ST
(E)FCO N. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL TRAPS, SHOCK ABSORBERS,

I
BACKFLOW PREVENTION DEVICES, FLOOR SINKS, HUB DRAINS, PRESSURE REDUCING
GRIESEMER
VALVES, TRIM PIECES AND OTHER SIMILAR ITEMS WHICH MAY BE REQUIRED TO MAKE
KITCHEN/PROCESING EQUIPMENT OPERATIONAL.

R
1

P RO
NUMBER

EE
PE-23628
O. ALL COPPER LINES SHALL BE SLEEVED OR INSULATED AT FLOOR PENETRATIONS OR

IN
FE
SS
(E)FCO
WHERE CONTACT WITH DISSIMILAR METAL OR CONCRETE OCCURS. I ONA L E NG
P. THE WATER DISTRIBUTION SYSTEM SHALL BE PROTECTED AGAINST BACKFLOW EITHER BY
INSURING "MINIMUM REQUIRED AIR GAP" AS PER APPLICABLE CODE IS MAINTAINED, OR BY
INSTALLING A CODE APPROVED ACCESSIBLE "BACKFLOW PREVENTER" AT THE WATER
OUTLET.
7 7

(E)FCO

13

PLAN NOTES - PLUMBING

CITY OF ST. CHARLES POLICE STATION

#
8 8
1. DISCONNECT AND REMOVE EXISTING SINK FIXTURE. DISCONNECT AND REMOVE EXISTING
ELECTRIC INSTANTANEOUS WATER HEATER BELOW SINK. MAINTAIN EXISTING SANITARY, VENT
AND WATER ROUGH-INS FOR NEW FIXTURE TO BE INSTALLED.

2. DISCONNECT AND REMOVE EXISTING WATER CLOSET. MAINTAIN EXISTING SANITARY, VENT AND
WATER ROUGH-INS FOR NEW FIXTURE TO BE INSTALLED.

St Charles, MO 63303
1781 Zumbehl Road
3. DISCONNECT AND REMOVE EXISTING URINAL. MAINTAIN EXISTING SANITARY, VENT AND WATER
ROUGH-INS FOR NEW FIXTURE TO BE INSTALLED.

4. DISCONNECT AND REMOVE EXISTING LAVATORY. MAINTAIN EXISTING SANITARY, VENT AND
WATER ROUGH-INS FOR NEW FIXTURE TO BE INSTALLED.

5. DISCONNECT AND REMOVE EXISTING SHOWER VALVE AND SHOWER HEAD ASSEMBLY. MAINTAIN
EXISTING WATER ROUGH-INS FOR NEW FIXTURE TO BE INSTALLED.
9 9 6. DISCONNECT AND REMOVE EXISTING MOP SINK. MAINTAIN EXISTING SANITARY, VENT AND WATER
ROUGH-INS FOR NEW FIXTURE TO BE INSTALLED.

R3

13

10 10

(E)4" W-STACK 5 5
(E)4" W-STACK
4
(E)3/4" HWR PERMIT SET
(E)1" HW
10/21/2022
(E)2" CW
REVISIONS
NO. DATE DESCRIPTION
3 2
2 4 (E)1/2" HWR

11 11
5 5

(E)3/4" HW
6
(E)FD (E)2" CW
4
(E)FCO
5 5

(E)2" V-DN

(E)FCO

PLAN NORTH 90.00°

TRUE NORTH 90.00°
12 12
PROJECT NO. ISSUED BY:
21-1540.06
ISSUED DATE:
A B B.3 C D E F F.3 G H J 10/21/2022 7:31:11 AM

SHEET TITLE:

N FIRST FLOOR DEMOLITION

FIRST FLOOR DEMOLITION PLAN - PLUMBING - AREA A - PHASE 2 PLAN - PLUMBING - AREA A -
SCALE: 1/8" = 1'-0" PHASE 2

KEYPLAN
DP101A
Copyright 2020 © JEMA
 planning architecture interior design
GENERAL NOTES - PLUMBING
A. ALL STORM, SANITARY AND VENT PIPING 4-INCHES AND LARGER TO BE SLOPED AT 1%
UNLESS OTHERWISE NOTED. ALL SANITARY AND VENT PIPING 3-INCHES AND SMALLER TO ARCHITECT
BE SLOPED AT 2% UNLESS OTHERWISE NOTED. JEMA
2823 OLIVE ST.
B. PC SHALL PROVIDE WASTE, VENT, AND WATER PIPING FOR EACH PLUMBING FIXTURE ST. LOUIS, MO 63103
COMPLETE. PC MAY DEVIATE FROM INDICATED ROUTING AS LONG AS THE INSTALLED CONTACT: MATT SUTHERLAND
SYSTEM AND SIZES MEET APPROVAL OF THE AHJ AND COMPLY WITH THE PLUMBING CODE. T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM
C. PC SHALL PROVIDE FLOOR PLANS OF ALL PIPING PENETRATIONS OF RATED ASSEMBLIES
BASED ON THEIR FINAL PENETRATION LAYOUT.
MECHANICAL/ELECTRICAL
D. EACH PENETRATION SHALL BE TAGGED AND THE U.L. LISTED PENETRATION SHALL BE G&W ENGINEERING
SUBMITTED WITH SPECIFICATION SHEETS TO THE AHJ PRIOR TO STARTING ANY WORK OR 138 WELDON PARKWAY
INSTALLATION OF THROUGH-PENETRATION SYSTEMS. THIS IS A DEFERRED SUBMITTAL AND MARYLAND HEIGHTS, MO 63043
IS A REQUIREMENT OF THE P.C. WHO SHALL UTILIZE A CERTIFIED THROUGH-PENETRATION CONTACT: BRETT ROSSOMANNO
INSTALLER/SUPPLIER. T: 314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM
E. COORDINATE EXACT LOCATION OF FLOOR DRAINS, FLOOR SINKS AND HUB DRAINS WITH GC
AND MECHANICAL CONTRACTOR. OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1 R1 F. THE PLUMBING CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK ON THE WITH THE
8419 MANCHESTER ROAD
OWNER AND GENERAL CONTRACTOR.
BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
G. PC SHALL CAREFULLY CUT WALLS AND FLOORS AS REQUIRED TO INSTALL NEW WASTE AND
T: 314-517-0935
VENT PIPING. GC SHALL PAINT AND PATCH WALLS TO MATCH ADJACENT FINISHES.
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
7 7
H. CONTRACTOR TO COORDINATE WITH GC CLEAN-OUTS IN WALLS WITH COUNTERTOP
BACKSPLASHES & CASEWORK. CLEAN-OUTS VISIBLE IN PUBLIC AREAS AND UNITS NEED TO
BE PAINTABLE.

I. MAINTAIN 15FT FROM PLUMBING VENT TO OUTSIDE AIR INTAKE.

J. NO WATER PIPING ROUTED IN EXTERIOR WALLS. FIXTURES THAT ARE LOCATED ON

EXTERIOR WALLS WILL REQUIRED WATER TO BE ROUTED IN FURRED WALLS INSIDE OF
EXTERIOR OF WALLS, NEXT TO FIXTURE, BELOW SLAB OR ROUTING TO OCCUR IN
FLOOR/CEILING ASSEMBLY AND STUB UP FROM BELOW.
138 Weldon Parkway St. Louis, MO 63043
K. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO CORRECTLY LOCATE THE (314) 469-3737 www.GandWengineering.com
ROUGH-INS REQUIRED FOR ALL EQUIPMENT CONNECTIONS TO ENSURE THAT THEY ARE IN Project Number: 2021-0356.03
COMPLIANCE WITH ALL CODES.
8 8
L. PLUMBING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ROUGH-INS, INDIRECT 10-21-2022
CONNECTIONS, INTER-CONNECTIONS, AND FINAL CONNECTIONS TO MAKE THE EQUIPMENT
OPERATIONAL.

M. PLUMBING CONTRACTOR IS RESPONSIBLE FOR INSTALLING FAUCETS, TRAPS, AND SIMILAR

ITEMS REQUIRED TO MAKE THE KITCHEN/PROCESING EQUIPMENT OPERATIONAL. OF MI S SO
TE

UR
KEVIN S.

ST
N. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL TRAPS, SHOCK ABSORBERS,

I
GRIESEMER
BACKFLOW PREVENTION DEVICES, FLOOR SINKS, HUB DRAINS, PRESSURE REDUCING
VALVES, TRIM PIECES AND OTHER SIMILAR ITEMS WHICH MAY BE REQUIRED TO MAKE
KITCHEN/PROCESING EQUIPMENT OPERATIONAL.

R
P RO
NUMBER

EE
PE-23628
O. ALL COPPER LINES SHALL BE SLEEVED OR INSULATED AT FLOOR PENETRATIONS OR

IN
FE
SS
WHERE CONTACT WITH DISSIMILAR METAL OR CONCRETE OCCURS. I ONA L E NG
P. THE WATER DISTRIBUTION SYSTEM SHALL BE PROTECTED AGAINST BACKFLOW EITHER BY
9 9 INSURING "MINIMUM REQUIRED AIR GAP" AS PER APPLICABLE CODE IS MAINTAINED, OR BY
2 INSTALLING A CODE APPROVED ACCESSIBLE "BACKFLOW PREVENTER" AT THE WATER
OUTLET.
R3

13

R3

R1
PLAN NOTES - PLUMBING

CITY OF ST. CHARLES POLICE STATION

#
10 10
1. EXISTING SINK TO REMAIN.

2. EXISTING DRINKING FOUNTAIN TO BE DISCONNECTED AND REMOVED TO ALLOW FOR NEW WALL
FINISHES TO BE INSTALLED. FIXTURE TO BE STORED AND RE-INSTALLED AS PART OF NEW WORK.

St Charles, MO 63303
1781 Zumbehl Road
R2

13

(E)1/2" HWR
11 11
(E)3/4" HW (E)3/4" CW

1 (E)1/2" CW
(E)1/2" HW

(E)2" V
(E)1/2" HWR 1

PERMIT SET
12 12
R2 10/21/2022
REVISIONS
J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1
NO. DATE DESCRIPTION

N
FIRST FLOOR DEMOLITION PLAN - PLUMBING - PHASE 2
SCALE: 1/8" = 1'-0"

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 7:31:13 AM

SHEET TITLE:

AREA B FIRST FLOOR DEMOLITION

PLAN - PLUMBING - AREA B -
PHASE 2

KEYPLAN
DP101B
Copyright 2020 © JEMA
 planning architecture interior design

GENERAL NOTES - PLUMBING

A. ALL STORM, SANITARY AND VENT PIPING 4-INCHES AND LARGER TO BE SLOPED AT 1% ARCHITECT
UNLESS OTHERWISE NOTED. ALL SANITARY AND VENT PIPING 3-INCHES AND SMALLER TO JEMA
BE SLOPED AT 2% UNLESS OTHERWISE NOTED. 2823 OLIVE ST.
ST. LOUIS, MO 63103
B. PC SHALL PROVIDE WASTE, VENT, AND WATER PIPING FOR EACH PLUMBING FIXTURE CONTACT: MATT SUTHERLAND
COMPLETE. PC MAY DEVIATE FROM INDICATED ROUTING AS LONG AS THE INSTALLED T: 314-531-7400
SYSTEM AND SIZES MEET APPROVAL OF THE AHJ AND COMPLY WITH THE PLUMBING CODE. E: MSUTHERLAND@JEMASTL.COM

C. PC SHALL PROVIDE FLOOR PLANS OF ALL PIPING PENETRATIONS OF RATED ASSEMBLIES

BASED ON THEIR FINAL PENETRATION LAYOUT. MECHANICAL/ELECTRICAL
G&W ENGINEERING
D. EACH PENETRATION SHALL BE TAGGED AND THE U.L. LISTED PENETRATION SHALL BE 138 WELDON PARKWAY
SUBMITTED WITH SPECIFICATION SHEETS TO THE AHJ PRIOR TO STARTING ANY WORK OR MARYLAND HEIGHTS, MO 63043
INSTALLATION OF THROUGH-PENETRATION SYSTEMS. THIS IS A DEFERRED SUBMITTAL AND CONTACT: BRETT ROSSOMANNO
IS A REQUIREMENT OF THE P.C. WHO SHALL UTILIZE A CERTIFIED THROUGH-PENETRATION T: 314-469-3737
INSTALLER/SUPPLIER. E: BROSSOMANNO@GANDWENGINEERING.COM

E. COORDINATE EXACT LOCATION OF FLOOR DRAINS, FLOOR SINKS AND HUB DRAINS WITH GC
AND MECHANICAL CONTRACTOR. OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
F. THE PLUMBING CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK ON THE WITH THE 8419 MANCHESTER ROAD
OWNER AND GENERAL CONTRACTOR. BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
G. PC SHALL CAREFULLY CUT WALLS AND FLOORS AS REQUIRED TO INSTALL NEW WASTE AND T: 314-517-0935
VENT PIPING. GC SHALL PAINT AND PATCH WALLS TO MATCH ADJACENT FINISHES. E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

H. CONTRACTOR TO COORDINATE WITH GC CLEAN-OUTS IN WALLS WITH COUNTERTOP

BACKSPLASHES & CASEWORK. CLEAN-OUTS VISIBLE IN PUBLIC AREAS AND UNITS NEED TO
BE PAINTABLE.

I. MAINTAIN 15FT FROM PLUMBING VENT TO OUTSIDE AIR INTAKE.

J. NO WATER PIPING ROUTED IN EXTERIOR WALLS. FIXTURES THAT ARE LOCATED ON

EXTERIOR WALLS WILL REQUIRED WATER TO BE ROUTED IN FURRED WALLS INSIDE OF
EXTERIOR OF WALLS, NEXT TO FIXTURE, BELOW SLAB OR ROUTING TO OCCUR IN
FLOOR/CEILING ASSEMBLY AND STUB UP FROM BELOW. 138 Weldon Parkway St. Louis, MO 63043
(314) 469-3737 www.GandWengineering.com
K. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO CORRECTLY LOCATE THE Project Number: 2021-0356.03
E F F.3 G H J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1 R1 P.3 ROUGH-INS REQUIRED FOR ALL EQUIPMENT CONNECTIONS TO ENSURE THAT THEY ARE IN
COMPLIANCE WITH ALL CODES.
10-21-2022
7 7 L. PLUMBING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ROUGH-INS, INDIRECT
CONNECTIONS, INTER-CONNECTIONS, AND FINAL CONNECTIONS TO MAKE THE EQUIPMENT
OPERATIONAL.

M. PLUMBING CONTRACTOR IS RESPONSIBLE FOR INSTALLING FAUCETS, TRAPS, AND SIMILAR OF MI S SO

ITEMS REQUIRED TO MAKE THE KITCHEN/PROCESING EQUIPMENT OPERATIONAL. TE

UR
KEVIN S.

ST

I
N. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL TRAPS, SHOCK ABSORBERS, GRIESEMER
BACKFLOW PREVENTION DEVICES, FLOOR SINKS, HUB DRAINS, PRESSURE REDUCING
VALVES, TRIM PIECES AND OTHER SIMILAR ITEMS WHICH MAY BE REQUIRED TO MAKE

R
P RO
NUMBER

EE
KITCHEN/PROCESING EQUIPMENT OPERATIONAL.
R3 PE-23628

IN
FE
SS
I ONA L E NG
O. ALL COPPER LINES SHALL BE SLEEVED OR INSULATED AT FLOOR PENETRATIONS OR
WHERE CONTACT WITH DISSIMILAR METAL OR CONCRETE OCCURS.

8 8 P. THE WATER DISTRIBUTION SYSTEM SHALL BE PROTECTED AGAINST BACKFLOW EITHER BY

INSURING "MINIMUM REQUIRED AIR GAP" AS PER APPLICABLE CODE IS MAINTAINED, OR BY
INSTALLING A CODE APPROVED ACCESSIBLE "BACKFLOW PREVENTER" AT THE WATER
OUTLET.

13

9 9

CITY OF ST. CHARLES POLICE STATION

# PLAN NOTES - PLUMBING
1. DISCONNECT AND REMOVE EXISTING SINK FIXTURE. DISCONNECT AND REMOVE EXISTING
ELECTRIC INSTANTANEOUS WATER HEATER BELOW SINK. EXISTING SANITARY AND WATER TO
BE REMOVED TO WITHIN THE CEILING PLENUM OF THE FLOOR BELOW. EXISTING VENT TO BE
REMOVED TO ABOVE CEILING OF THIS FLOOR. SEE NEW FLOOR PLANS FOR NEW FIXTURE AND
PIPING TO BE INSTALLED.

St Charles, MO 63303
1781 Zumbehl Road
R3

R1
10 10
1

R2

13

11 11

PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

12 12
R2
P.3
E F F.3 G H J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1

N PLAN NORTH 90.00°

TRUE NORTH 90.00°
SECOND FLOOR DEMOLITION PLAN - PLUMBING - PHASE 2 PROJECT NO. ISSUED BY:
SCALE: 1/8" = 1'-0" 21-1540.06
ISSUED DATE:
10/21/2022 7:31:16 AM

SHEET TITLE:

SECOND FLOOR DEMOLITION

PLAN - PLUMBING - PHASE 2

KEYPLAN
DP102
Copyright 2020 © JEMA
 planning architecture interior design

A B B.3 C D E F F.3 G H J
GENERAL NOTES - PLUMBING
A. ALL STORM, SANITARY AND VENT PIPING 4-INCHES AND LARGER TO BE SLOPED AT 1% ARCHITECT
UNLESS OTHERWISE NOTED. ALL SANITARY AND VENT PIPING 3-INCHES AND SMALLER TO JEMA
BE SLOPED AT 2% UNLESS OTHERWISE NOTED. 2823 OLIVE ST.
ST. LOUIS, MO 63103
2.6 2.6 B. PC SHALL PROVIDE WASTE, VENT, AND WATER PIPING FOR EACH PLUMBING FIXTURE CONTACT: MATT SUTHERLAND
COMPLETE. PC MAY DEVIATE FROM INDICATED ROUTING AS LONG AS THE INSTALLED T: 314-531-7400
SYSTEM AND SIZES MEET APPROVAL OF THE AHJ AND COMPLY WITH THE PLUMBING CODE. E: MSUTHERLAND@JEMASTL.COM

C. PC SHALL PROVIDE FLOOR PLANS OF ALL PIPING PENETRATIONS OF RATED ASSEMBLIES

BASED ON THEIR FINAL PENETRATION LAYOUT. MECHANICAL/ELECTRICAL
G&W ENGINEERING
D. EACH PENETRATION SHALL BE TAGGED AND THE U.L. LISTED PENETRATION SHALL BE 138 WELDON PARKWAY
SUBMITTED WITH SPECIFICATION SHEETS TO THE AHJ PRIOR TO STARTING ANY WORK OR MARYLAND HEIGHTS, MO 63043
3 3 CONTACT: BRETT ROSSOMANNO
INSTALLATION OF THROUGH-PENETRATION SYSTEMS. THIS IS A DEFERRED SUBMITTAL AND
IS A REQUIREMENT OF THE P.C. WHO SHALL UTILIZE A CERTIFIED THROUGH-PENETRATION T: 314-469-3737
INSTALLER/SUPPLIER. E: BROSSOMANNO@GANDWENGINEERING.COM

E. COORDINATE EXACT LOCATION OF FLOOR DRAINS, FLOOR SINKS AND HUB DRAINS WITH GC
AND MECHANICAL CONTRACTOR. OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
F. THE PLUMBING CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK ON THE WITH THE 8419 MANCHESTER ROAD
OWNER AND GENERAL CONTRACTOR. BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
3.6 3.6 G. PC SHALL CAREFULLY CUT WALLS AND FLOORS AS REQUIRED TO INSTALL NEW WASTE AND T: 314-517-0935
VENT PIPING. GC SHALL PAINT AND PATCH WALLS TO MATCH ADJACENT FINISHES. E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

H. CONTRACTOR TO COORDINATE WITH GC CLEAN-OUTS IN WALLS WITH COUNTERTOP

BACKSPLASHES & CASEWORK. CLEAN-OUTS VISIBLE IN PUBLIC AREAS AND UNITS NEED TO
BE PAINTABLE.

4 4 I. MAINTAIN 15FT FROM PLUMBING VENT TO OUTSIDE AIR INTAKE.

J. NO WATER PIPING ROUTED IN EXTERIOR WALLS. FIXTURES THAT ARE LOCATED ON

EXTERIOR WALLS WILL REQUIRED WATER TO BE ROUTED IN FURRED WALLS INSIDE OF
EXTERIOR OF WALLS, NEXT TO FIXTURE, BELOW SLAB OR ROUTING TO OCCUR IN
FLOOR/CEILING ASSEMBLY AND STUB UP FROM BELOW. 138 Weldon Parkway St. Louis, MO 63043
(314) 469-3737 www.GandWengineering.com
K. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO CORRECTLY LOCATE THE Project Number: 2021-0356.03
ROUGH-INS REQUIRED FOR ALL EQUIPMENT CONNECTIONS TO ENSURE THAT THEY ARE IN
COMPLIANCE WITH ALL CODES.
10-21-2022
R3 L. PLUMBING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ROUGH-INS, INDIRECT
CONNECTIONS, INTER-CONNECTIONS, AND FINAL CONNECTIONS TO MAKE THE EQUIPMENT
OPERATIONAL.
5 5 M. PLUMBING CONTRACTOR IS RESPONSIBLE FOR INSTALLING FAUCETS, TRAPS, AND SIMILAR OF MI S SO
ITEMS REQUIRED TO MAKE THE KITCHEN/PROCESING EQUIPMENT OPERATIONAL. TE

UR
KEVIN S.

ST
5.1 5.1

I
N. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL TRAPS, SHOCK ABSORBERS, GRIESEMER
6 6 BACKFLOW PREVENTION DEVICES, FLOOR SINKS, HUB DRAINS, PRESSURE REDUCING
VALVES, TRIM PIECES AND OTHER SIMILAR ITEMS WHICH MAY BE REQUIRED TO MAKE

R
P RO
NUMBER

EE
KITCHEN/PROCESING EQUIPMENT OPERATIONAL.
PE-23628
(E)6" W

IN
FE
SS
I ONA L E NG
O. ALL COPPER LINES SHALL BE SLEEVED OR INSULATED AT FLOOR PENETRATIONS OR
WHERE CONTACT WITH DISSIMILAR METAL OR CONCRETE OCCURS.
3"
ST P. THE WATER DISTRIBUTION SYSTEM SHALL BE PROTECTED AGAINST BACKFLOW EITHER BY
INSURING "MINIMUM REQUIRED AIR GAP" AS PER APPLICABLE CODE IS MAINTAINED, OR BY
4
3" ST-UP INSTALLING A CODE APPROVED ACCESSIBLE "BACKFLOW PREVENTER" AT THE WATER
OUTLET.

7 7

13

CITY OF ST. CHARLES POLICE STATION

# PLAN NOTES - PLUMBING
8 8
1. INSTALL NEW WASTE PIPING AS SHOWN. CONNECT TO EXISTING WASTE PIPING IN THIS
AREA AS SHOWN. CONTRACTOR TO VERIFY EXACT SIZE, LOCATION, AND DIRECTION OF
EXISTING WASTE PIPING. SAWCUT FLOOR AS REQUIRED FOR INSTALLATION OF NEW
WASTE PIPING. PATCH FLOOR TO MATCH EXISTING UPON COMPLETION.

St Charles, MO 63303
1781 Zumbehl Road
2. 3" W-UP TO HUB DRAIN. HUB DRAIN TO BE LOCATED AT CORNER OR ROOM TO RECEIVE
INDIRECT CONDENSATE WASTE FROM MECHANICAL UNIT.

3. 2" VENT TO RISE UP WITHIN WALL.

4. BUILDING STORM SEWER (SIZE AS NOTED). SEE CIVIL DRAWINGS FOR CONTINUATION.

9 9

R3

13

10 10

(E)4" W

PERMIT SET
(E)4" W-UP
(E)4" W-UP
(E)4" W
10/21/2022
(E)4"
REVISIONS
(E)4"
NO. DATE DESCRIPTION

(E)3" W-UP
(E)2" V-UP
(E)3"

11 11
(E)3"
1
(E)3" W-UP
(E)3" (E)3"
3"

(E)FCO
3" 3" W-UP TO
(E)3" W-UP HUB DRAIN
(E)2" V-UP

3 2" V-UP 2
(E)4" W

(E)4" W-UP
TO (E)FCO

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
12 12
ISSUED DATE:
10/21/2022 7:31:19 AM

SHEET TITLE:

A B B.3 C D E F F.3 G H J
N AREA A UNDERGROUND PLAN -
PLUMBING - AREA A - PHASE 2
UNDERGROUND PLAN - PLUMBING - AREA A - PHASE 2
SCALE: 1/8" = 1'-0"

P100A
Copyright 2020 © JEMA
 planning architecture interior design

GENERAL NOTES - PLUMBING

A B B.3 C D E F F.3 G H J A. ALL STORM, SANITARY AND VENT PIPING 4-INCHES AND LARGER TO BE SLOPED AT 1% ARCHITECT
UNLESS OTHERWISE NOTED. ALL SANITARY AND VENT PIPING 3-INCHES AND SMALLER TO JEMA
BE SLOPED AT 2% UNLESS OTHERWISE NOTED. 2823 OLIVE ST.
2.6 2.6 ST. LOUIS, MO 63103
B. PC SHALL PROVIDE WASTE, VENT, AND WATER PIPING FOR EACH PLUMBING FIXTURE CONTACT: MATT SUTHERLAND
COMPLETE. PC MAY DEVIATE FROM INDICATED ROUTING AS LONG AS THE INSTALLED T: 314-531-7400
SYSTEM AND SIZES MEET APPROVAL OF THE AHJ AND COMPLY WITH THE PLUMBING CODE. E: MSUTHERLAND@JEMASTL.COM

C. PC SHALL PROVIDE FLOOR PLANS OF ALL PIPING PENETRATIONS OF RATED ASSEMBLIES

BASED ON THEIR FINAL PENETRATION LAYOUT. MECHANICAL/ELECTRICAL
G&W ENGINEERING
D. EACH PENETRATION SHALL BE TAGGED AND THE U.L. LISTED PENETRATION SHALL BE 138 WELDON PARKWAY
3 3 SUBMITTED WITH SPECIFICATION SHEETS TO THE AHJ PRIOR TO STARTING ANY WORK OR MARYLAND HEIGHTS, MO 63043
INSTALLATION OF THROUGH-PENETRATION SYSTEMS. THIS IS A DEFERRED SUBMITTAL AND CONTACT: BRETT ROSSOMANNO
FIREARMS T: 314-469-3737
IS A REQUIREMENT OF THE P.C. WHO SHALL UTILIZE A CERTIFIED THROUGH-PENETRATION
VAULT E: BROSSOMANNO@GANDWENGINEERING.COM
BIO INSTALLER/SUPPLIER.
1B55
1B53
E. COORDINATE EXACT LOCATION OF FLOOR DRAINS, FLOOR SINKS AND HUB DRAINS WITH GC
AND MECHANICAL CONTRACTOR. OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
F. THE PLUMBING CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK ON THE WITH THE 8419 MANCHESTER ROAD
OWNER AND GENERAL CONTRACTOR. BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
3.6 3.6 T: 314-517-0935
G. PC SHALL CAREFULLY CUT WALLS AND FLOORS AS REQUIRED TO INSTALL NEW WASTE AND
EVIDENCE VENT PIPING. GC SHALL PAINT AND PATCH WALLS TO MATCH ADJACENT FINISHES. E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
STORAGE ARMORY EQUIP
1B51 STOR H. CONTRACTOR TO COORDINATE WITH GC CLEAN-OUTS IN WALLS WITH COUNTERTOP
1B11 BACKSPLASHES & CASEWORK. CLEAN-OUTS VISIBLE IN PUBLIC AREAS AND UNITS NEED TO
BE PAINTABLE.

4 4 I. MAINTAIN 15FT FROM PLUMBING VENT TO OUTSIDE AIR INTAKE.

J. NO WATER PIPING ROUTED IN EXTERIOR WALLS. FIXTURES THAT ARE LOCATED ON

ARMORY EXTERIOR WALLS WILL REQUIRED WATER TO BE ROUTED IN FURRED WALLS INSIDE OF
DRUG VAULT MAINTENANCE EXTERIOR OF WALLS, NEXT TO FIXTURE, BELOW SLAB OR ROUTING TO OCCUR IN
1B52 1B10 FLOOR/CEILING ASSEMBLY AND STUB UP FROM BELOW. 138 Weldon Parkway St. Louis, MO 63043
(314) 469-3737 www.GandWengineering.com
K. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO CORRECTLY LOCATE THE Project Number: 2021-0356.03
ROUGH-INS REQUIRED FOR ALL EQUIPMENT CONNECTIONS TO ENSURE THAT THEY ARE IN
COMPLIANCE WITH ALL CODES.
10-21-2022
R3 GUN CLEANING L. PLUMBING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ROUGH-INS, INDIRECT
1B09 CONNECTIONS, INTER-CONNECTIONS, AND FINAL CONNECTIONS TO MAKE THE EQUIPMENT
1/2" CW-DN OPERATIONAL.
5 10 IMB-1 5
M. PLUMBING CONTRACTOR IS RESPONSIBLE FOR INSTALLING FAUCETS, TRAPS, AND SIMILAR OF MI S SO
10 IMB-1 IMB-1 10 ITEMS REQUIRED TO MAKE THE KITCHEN/PROCESING EQUIPMENT OPERATIONAL. TE

UR
5.1 5.1 KEVIN S.

ST

I
N. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL TRAPS, SHOCK ABSORBERS, GRIESEMER
6 6
BACKFLOW PREVENTION DEVICES, FLOOR SINKS, HUB DRAINS, PRESSURE REDUCING
(E)FCO VALVES, TRIM PIECES AND OTHER SIMILAR ITEMS WHICH MAY BE REQUIRED TO MAKE

R
P RO
1 NUMBER

EE
KITCHEN/PROCESING EQUIPMENT OPERATIONAL.
S-1 PE-23628

IN
FE
SS
I ONA L E NG
BAG AND TAG 8 O. ALL COPPER LINES SHALL BE SLEEVED OR INSULATED AT FLOOR PENETRATIONS OR

DW
3" OFST-DN 1B50 MFF STORAGE CORR ADDITION WHERE CONTACT WITH DISSIMILAR METAL OR CONCRETE OCCURS.
7 1B05 1B04
13 P. THE WATER DISTRIBUTION SYSTEM SHALL BE PROTECTED AGAINST BACKFLOW EITHER BY
12 (E)FCO
BREAK ROOM BREAK ROOM OFFICE INSURING "MINIMUM REQUIRED AIR GAP" AS PER APPLICABLE CODE IS MAINTAINED, OR BY
3" ST-DN 11 1B54
1B03 1B03 INSTALLING A CODE APPROVED ACCESSIBLE "BACKFLOW PREVENTER" AT THE WATER
OUTLET.

7 7
3" OFST-UP
TO 3"OFRD-1 3" ST-UP (E)FCO
TO 3"RD-1

VESTIBULE
13 1B01
CORR
1B04

CITY OF ST. CHARLES POLICE STATION

STAFF LOBBY
1B02

8 8
EXPANDED
ROOM
1B15
PLAN NOTES - PLUMBING

St Charles, MO 63303
#

1781 Zumbehl Road

1. INSTALL NEW SINK FIXTURE (S-1). CONNECT TO EXISTING PIPING AT THIS LOCATION AS REQUIRED
FOR COMPLETE INSTALLATION. INSTALL NEW ELECTRIC INSTANTANEOUS WATER HEATER BELOW
SINK. INSTANTANEOUS WATER HEATER EQUAL TO EEMAX MODEL #EX80 (277V, 8KW) WITHIN
CABINETRY BELOW SINK. INSTALL COLD WATER FROM WITHIN WALL TO UNIT AND HOT WATER
FROM UNIT TO SINK FAUCET.

2. INSTALL NEW WATER CLOSET FIXTURE (WC-1 OR WC-2). CONNECT TO EXISTING PIPING AT THIS
LOCATION AS REQUIRED FOR COMPLETE INSTALLATION.

3. INSTALL NEW URINAL FIXTURE (UR-1 OR UR-2). CONNECT TO EXISTING PIPING AT THIS LOCATION AS
9 9 REQUIRED FOR COMPLETE INSTALLATION.

4. INSTALL NEW LAVATORY FIXTURE (L-1). CONNECT TO EXISTING PIPING AT THIS LOCATION AS
REQUIRED FOR COMPLETE INSTALLATION.
R3
5. INSTALL NEW SHOWER FIXTURE (SH-1 OR SH-2). CONNECT TO EXISTING PIPING AT THIS LOCATION
AS REQUIRED FOR COMPLETE INSTALLATION.

6. INSTALL NEW MOP SINK FIXTURE (MS-1). CONNECT TO EXISTING PIPING AT THIS LOCATION AS
REQUIRED FOR COMPLETE INSTALLATION.
13
7. INSTALL UNDERCOUNTER DISHWASHER PROVIDED BY OTHERS. PROVIDE HOT WATER
CONNECTION FROM BELOW SINK (S-1). INSTALL DRAIN CONNECTION TO CONNECT TO DISPOSER
BELOW SINK.

8. INSTALL NEW COLD WATER PIPING AS SHOWN. CONNECT TO EXISTING COLD WATER PIPING AT
THIS LOCATION AS SHOWN. CONTRACTOR TO VERIFY EXACT SIZE, LOCATION, AND DIRECTION OF
EXISTING COLD WATER PIPING.

10 10 9. INSTALL NEW VENT PIPING AS SHOWN. CONNECT TO EXISTING VENT PIPING AT THIS LOCATION AS
SHOWN. CONTRACTOR TO VERIFY EXACT SIZE, LOCATION, AND DIRECTION OF EXISTING VENT
PIPING.

10. PROVIDE IMB-1 FOR WATER CONNECTION TO REFRIGERATOR ICE MAKER.

5 SH-1 11. STORM PIPING TO DROP TO BELOW FLOOR SLAB AT THIS LOCATION.

12. OVERFLOW STORM PIPING TO OFFSET DOWN AT THIS LOCATION.

SH-2 5
(3) L-1 13. TERMINATE OVERFLOW STORM THRU WALL WITH DOWNSPOUT NOZZLE TO SPILL AT 12" ABOVE PERMIT SET
(E)4" W-STACK FINISH GRADE. SEE DETAIL 3/P001.
(E)4" V-UP
4 (E)3/4" HWR 10/21/2022
UPDATED
(E)1" HW REVISIONS
CORR.
2 FITNESS (E)2" CW NO. DATE DESCRIPTION
UR-2 3 1A46
WC-2 UR-1 WC-2 1A28
(E)FD WC-1 WC-1
WC-1 UR-1
2 WC-1 (E)2" V-DN

(3) L-1 4 (E)1/2" HWR

11 11
5 SH-1 DUTY BAG
SH-2 5
STORAGE
6 MS-1 (E)FD 1A56 (E)3/4" HW
(E)FCO (E)2" CW
(3) L-1 4 9

5 IT
SH-1 5 1A45
UPDATED MEN'S HUB DRAIN
LOCKER ROOM 5 SH-1
1A52 (E)2" V-DN
2" V-DN

(E)FCO

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

12 12 21-1540.06
ISSUED DATE:
10/21/2022 7:31:25 AM

SHEET TITLE:
A B B.3 C D E F F.3 G H J
FIRST FLOOR PLAN - PLUMBING
N AREA A
- AREA A - PHASE 2
FIRST FLOOR PLAN - PLUMBING - AREA A - PHASE 2
SCALE: 1/8" = 1'-0"

KEYPLAN
P101A
Copyright 2020 © JEMA
 planning architecture interior design

GENERAL NOTES - PLUMBING

A. ALL STORM, SANITARY AND VENT PIPING 4-INCHES AND LARGER TO BE SLOPED AT 1% ARCHITECT
UNLESS OTHERWISE NOTED. ALL SANITARY AND VENT PIPING 3-INCHES AND SMALLER TO JEMA
BE SLOPED AT 2% UNLESS OTHERWISE NOTED. 2823 OLIVE ST.
ST. LOUIS, MO 63103
B. PC SHALL PROVIDE WASTE, VENT, AND WATER PIPING FOR EACH PLUMBING FIXTURE CONTACT: MATT SUTHERLAND
COMPLETE. PC MAY DEVIATE FROM INDICATED ROUTING AS LONG AS THE INSTALLED T: 314-531-7400
SYSTEM AND SIZES MEET APPROVAL OF THE AHJ AND COMPLY WITH THE PLUMBING CODE. E: MSUTHERLAND@JEMASTL.COM

C. PC SHALL PROVIDE FLOOR PLANS OF ALL PIPING PENETRATIONS OF RATED ASSEMBLIES

BASED ON THEIR FINAL PENETRATION LAYOUT. MECHANICAL/ELECTRICAL
G&W ENGINEERING
D. EACH PENETRATION SHALL BE TAGGED AND THE U.L. LISTED PENETRATION SHALL BE 138 WELDON PARKWAY
SUBMITTED WITH SPECIFICATION SHEETS TO THE AHJ PRIOR TO STARTING ANY WORK OR MARYLAND HEIGHTS, MO 63043
INSTALLATION OF THROUGH-PENETRATION SYSTEMS. THIS IS A DEFERRED SUBMITTAL AND CONTACT: BRETT ROSSOMANNO
IS A REQUIREMENT OF THE P.C. WHO SHALL UTILIZE A CERTIFIED THROUGH-PENETRATION T: 314-469-3737
INSTALLER/SUPPLIER. E: BROSSOMANNO@GANDWENGINEERING.COM

E. COORDINATE EXACT LOCATION OF FLOOR DRAINS, FLOOR SINKS AND HUB DRAINS WITH GC
AND MECHANICAL CONTRACTOR. OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
F. THE PLUMBING CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK ON THE WITH THE 8419 MANCHESTER ROAD
OWNER AND GENERAL CONTRACTOR. BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
G. PC SHALL CAREFULLY CUT WALLS AND FLOORS AS REQUIRED TO INSTALL NEW WASTE AND T: 314-517-0935
VENT PIPING. GC SHALL PAINT AND PATCH WALLS TO MATCH ADJACENT FINISHES. E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

H. CONTRACTOR TO COORDINATE WITH GC CLEAN-OUTS IN WALLS WITH COUNTERTOP

BACKSPLASHES & CASEWORK. CLEAN-OUTS VISIBLE IN PUBLIC AREAS AND UNITS NEED TO
BE PAINTABLE.
J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1 R1
I. MAINTAIN 15FT FROM PLUMBING VENT TO OUTSIDE AIR INTAKE.

J. NO WATER PIPING ROUTED IN EXTERIOR WALLS. FIXTURES THAT ARE LOCATED ON

EXTERIOR WALLS WILL REQUIRED WATER TO BE ROUTED IN FURRED WALLS INSIDE OF
EXTERIOR OF WALLS, NEXT TO FIXTURE, BELOW SLAB OR ROUTING TO OCCUR IN
7 7 FLOOR/CEILING ASSEMBLY AND STUB UP FROM BELOW. 138 Weldon Parkway St. Louis, MO 63043
(314) 469-3737 www.GandWengineering.com
K. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO CORRECTLY LOCATE THE Project Number: 2021-0356.03
ROUGH-INS REQUIRED FOR ALL EQUIPMENT CONNECTIONS TO ENSURE THAT THEY ARE IN
COMPLIANCE WITH ALL CODES.
10-21-2022
L. PLUMBING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ROUGH-INS, INDIRECT
CONNECTIONS, INTER-CONNECTIONS, AND FINAL CONNECTIONS TO MAKE THE EQUIPMENT
OPERATIONAL.
VEST
1B42 M. PLUMBING CONTRACTOR IS RESPONSIBLE FOR INSTALLING FAUCETS, TRAPS, AND SIMILAR OF MI S SO
ITEMS REQUIRED TO MAKE THE KITCHEN/PROCESING EQUIPMENT OPERATIONAL. TE

UR
KEVIN S.

ST

I
OFFICE N. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL TRAPS, SHOCK ABSORBERS, GRIESEMER
1B41 BACKFLOW PREVENTION DEVICES, FLOOR SINKS, HUB DRAINS, PRESSURE REDUCING
8 8 VALVES, TRIM PIECES AND OTHER SIMILAR ITEMS WHICH MAY BE REQUIRED TO MAKE

R
P RO
NUMBER

EE
KITCHEN/PROCESING EQUIPMENT OPERATIONAL.
PE-23628

IN
FE
SS
I ONA L E NG
O. ALL COPPER LINES SHALL BE SLEEVED OR INSULATED AT FLOOR PENETRATIONS OR
WHERE CONTACT WITH DISSIMILAR METAL OR CONCRETE OCCURS.

P. THE WATER DISTRIBUTION SYSTEM SHALL BE PROTECTED AGAINST BACKFLOW EITHER BY

INSURING "MINIMUM REQUIRED AIR GAP" AS PER APPLICABLE CODE IS MAINTAINED, OR BY
INSTALLING A CODE APPROVED ACCESSIBLE "BACKFLOW PREVENTER" AT THE WATER
OFFICE OUTLET.
1B39

9 COURT LOBBY 9
2 1B40
R3

CITY OF ST. CHARLES POLICE STATION

13
CORRIDOR
1B22

R3
PUBLIC LOBBY
PLAN NOTES - PLUMBING

St Charles, MO 63303
#

1781 Zumbehl Road

1A02
R1 1. EXISTING SINK TO REMAIN.

10 10 2. EXISTING DRINKING FOUNTAIN TO BE RE-INSTALLED AT SAME LOCATION AFTER NEW WALL

FINISHES ARE COMPLETED.
RECORDS
1A20
CORRIDOR
1A21

PST
1A03 R2
CONFERENCE
1A15
RECORDS
1A20 13

(E)1/2" HWR
11 11
FINGER PRINT
(E)3/4" HW 1A07
(E)3/4" CW

1 (E)1/2" HW
(E)1/2" CW COMMUNITY /
TRAINING ROOM
1 1A05

(E)2" V (E)1/2" HWR

PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

12 12
R2

J K L K.9 M M.3 M.7 M.9

N N.3 N.5 P P.1

N
FIRST FLOOR PLAN - PLUMBING - AREA B - PHASE 2
SCALE: 1/8" = 1'-0"

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 7:31:27 AM

SHEET TITLE:

AREA B FIRST FLOOR PLAN - PLUMBING

- AREA B - PHASE 2

KEYPLAN
P101B
Copyright 2020 © JEMA
 GENERAL NOTES - PLUMBING
A. ALL STORM, SANITARY AND VENT PIPING 4-INCHES AND LARGER TO BE SLOPED AT 1%
UNLESS OTHERWISE NOTED. ALL SANITARY AND VENT PIPING 3-INCHES AND SMALLER TO
BE SLOPED AT 2% UNLESS OTHERWISE NOTED.

B. PC SHALL PROVIDE WASTE, VENT, AND WATER PIPING FOR EACH PLUMBING FIXTURE
# PLAN NOTES - PLUMBING COMPLETE. PC MAY DEVIATE FROM INDICATED ROUTING AS LONG AS THE INSTALLED planning architecture interior design
SYSTEM AND SIZES MEET APPROVAL OF THE AHJ AND COMPLY WITH THE PLUMBING CODE.
1. INSTALL NEW SINK FIXTURE (S-1). CONNECT TO EXISTING WASTE AND WATER PIPING IN CEILING
PLENUM BELOW AS REQUIRED FOR COMPLETE INSTALLATION. CONNECT TO EXISTING VENT PIPING C. PC SHALL PROVIDE FLOOR PLANS OF ALL PIPING PENETRATIONS OF RATED ASSEMBLIES
IN CEILING PLENUM AT THIS LEVEL AS REQUIRED FOR COMPLETE INSTALLATION.. INSTALL NEW BASED ON THEIR FINAL PENETRATION LAYOUT. ARCHITECT
ELECTRIC INSTANTANEOUS WATER HEATER BELOW SINK. INSTANTANEOUS WATER HEATER EQUAL JEMA
TO EEMAX MODEL #EX80 (277V, 8KW) WITHIN CABINETRY BELOW SINK. INSTALL COLD WATER FROM D. EACH PENETRATION SHALL BE TAGGED AND THE U.L. LISTED PENETRATION SHALL BE 2823 OLIVE ST.
WITHIN WALL TO UNIT AND HOT WATER FROM UNIT TO SINK FAUCET. SUBMITTED WITH SPECIFICATION SHEETS TO THE AHJ PRIOR TO STARTING ANY WORK OR ST. LOUIS, MO 63103
INSTALLATION OF THROUGH-PENETRATION SYSTEMS. THIS IS A DEFERRED SUBMITTAL AND CONTACT: MATT SUTHERLAND
2. INSTALL UNDERCOUNTER DISHWASHER PROVIDED BY OTHERS. PROVIDE HOT WATER IS A REQUIREMENT OF THE P.C. WHO SHALL UTILIZE A CERTIFIED THROUGH-PENETRATION T: 314-531-7400
CONNECTION FROM BELOW SINK (S-1). PROVIDE DRAIN CONNECTION TO DISPOSER BELOW SINK. INSTALLER/SUPPLIER. E: MSUTHERLAND@JEMASTL.COM

3. PROVIDE IMB-1 FOR WATER CONNECTION TO REFRIGERATOR ICE MAKER. E. COORDINATE EXACT LOCATION OF FLOOR DRAINS, FLOOR SINKS AND HUB DRAINS WITH GC
AND MECHANICAL CONTRACTOR. MECHANICAL/ELECTRICAL
G&W ENGINEERING
F. THE PLUMBING CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK ON THE WITH THE 138 WELDON PARKWAY
OWNER AND GENERAL CONTRACTOR. MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
G. PC SHALL CAREFULLY CUT WALLS AND FLOORS AS REQUIRED TO INSTALL NEW WASTE AND T: 314-469-3737
VENT PIPING. GC SHALL PAINT AND PATCH WALLS TO MATCH ADJACENT FINISHES. E: BROSSOMANNO@GANDWENGINEERING.COM

H. CONTRACTOR TO COORDINATE WITH GC CLEAN-OUTS IN WALLS WITH COUNTERTOP

OWNER'S REPRESENTATIVE
BACKSPLASHES & CASEWORK. CLEAN-OUTS VISIBLE IN PUBLIC AREAS AND UNITS NEED TO
NAVIGATE BUILDING SOLUTIONS
BE PAINTABLE.
8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
I. MAINTAIN 15FT FROM PLUMBING VENT TO OUTSIDE AIR INTAKE.
CONTACT: DAVID LOWELL
T: 314-517-0935
J. NO WATER PIPING ROUTED IN EXTERIOR WALLS. FIXTURES THAT ARE LOCATED ON
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
EXTERIOR WALLS WILL REQUIRED WATER TO BE ROUTED IN FURRED WALLS INSIDE OF
EXTERIOR OF WALLS, NEXT TO FIXTURE, BELOW SLAB OR ROUTING TO OCCUR IN
FLOOR/CEILING ASSEMBLY AND STUB UP FROM BELOW.

K. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO CORRECTLY LOCATE THE

ROUGH-INS REQUIRED FOR ALL EQUIPMENT CONNECTIONS TO ENSURE THAT THEY ARE IN
COMPLIANCE WITH ALL CODES.

L. PLUMBING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ROUGH-INS, INDIRECT

CONNECTIONS, INTER-CONNECTIONS, AND FINAL CONNECTIONS TO MAKE THE EQUIPMENT
OPERATIONAL.
138 Weldon Parkway St. Louis, MO 63043
M. PLUMBING CONTRACTOR IS RESPONSIBLE FOR INSTALLING FAUCETS, TRAPS, AND SIMILAR (314) 469-3737 www.GandWengineering.com
ITEMS REQUIRED TO MAKE THE KITCHEN/PROCESING EQUIPMENT OPERATIONAL. Project Number: 2021-0356.03

N. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL TRAPS, SHOCK ABSORBERS,
BACKFLOW PREVENTION DEVICES, FLOOR SINKS, HUB DRAINS, PRESSURE REDUCING 10-21-2022
VALVES, TRIM PIECES AND OTHER SIMILAR ITEMS WHICH MAY BE REQUIRED TO MAKE
KITCHEN/PROCESING EQUIPMENT OPERATIONAL.

O. ALL COPPER LINES SHALL BE SLEEVED OR INSULATED AT FLOOR PENETRATIONS OR

WHERE CONTACT WITH DISSIMILAR METAL OR CONCRETE OCCURS. OF MI S SO
TE

UR
KEVIN S.

ST
P. THE WATER DISTRIBUTION SYSTEM SHALL BE PROTECTED AGAINST BACKFLOW EITHER BY

I
INSURING "MINIMUM REQUIRED AIR GAP" AS PER APPLICABLE CODE IS MAINTAINED, OR BY
GRIESEMER
R3 INSTALLING A CODE APPROVED ACCESSIBLE "BACKFLOW PREVENTER" AT THE WATER
OUTLET.

R
P RO
NUMBER

EE
A B B.3 C D E F F.3 G H J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1 PE-23628

IN
FE
SS
I ONA L E NG

R1

7 7
OFRD-1
RD-1

CITY OF ST. CHARLES POLICE STATION

13

St Charles, MO 63303
1781 Zumbehl Road
8 8

9 9

R3

R1
10 10
KITCHEN
2A33 1
2
PERMIT SET
S-1
3 SEU OFFICE 10/21/2022
DW 2A06
REVISIONS
IMB-1
NO. DATE DESCRIPTION

EXECUTIVE
ASSISTANT R2
2A01

13

CHIEF'S
CONFERENCE
ROOM
2A02
11 11
CORR
2A05

DISPATCH
2A31

CORR CHIEF'S OFFICE

2A13 2A03
PLAN NORTH 90.00°
TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 7:31:31 AM

SHEET TITLE:

12 12
SECOND FLOOR PLAN -
PLUMBING - PHASE 2
R2
KEYPLAN
A B B.3 C D E F F.3
N G H J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1

SECOND FLOOR PLAN - PLUMBING - PHASE 2

SCALE: 1/8" = 1'-0" P102
Copyright 2020 © JEMA
MECHANICAL SUPPLEMENTAL CONDITIONS
MECHANICAL PIPING SYMBOLS MECHANICAL SYMBOL LIST MECHANICAL ABBREVIATIONS
AUTOMATIC AIR VENT (AAV) M
EMERGENCY GAS SHUT-OFF VALVE SUPPLY AIR DUCT UP AFF ABOVE FINISHED FLOOR
1. BEFORE SUBMITTING A PROPOSAL, THE MECHANICAL CONTRACTOR SHALL VISIT THE SITE OF WORK AND BECOME FAMILIAR WITH ALL SITE CONDITIONS. MECHANICAL CONTRACTOR PLUG VALVE planning architecture interior design
SHALL CAREFULLY EXAMINE ALL CIVIL, ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL CONSTRUCTION DOCUMENTS. SUBMISSION OF A BID WILL AUTOMATIC FLOW CONTROL VALVE AHJ AUTHORITY HAVING JURISDICTION
ACKNOWLEDGE THE MECHANICAL CONTRACTOR HAS VISITED THE SITE AND EXAMINED ALL CONSTRUCTION DOCUMENTS AND BID INSTRUCTIONS. THE MECHANICAL CONTRACTOR’S BID FLEXIBLE PIPE CONNECTION PRESSURE GAUGE SUPPLY AIR DUCT DOWN AHU AIR HANDLING UNIT
AUTOMATIC TEMPERATURE CONTROL A.I.P. ABANDON IN PLACE
SHALL INCLUDE ALL MECHANICAL WORK IN THE CONSTRUCTION DOCUMENTS, INCLUDING MECHANICAL WORK RELATED TO EQUIPMENT PROVIDED BY OTHERS. VALVE (3-WAY)
GAS SHUT-OFF VALVE (SOV) PRESSURE REDUCING VALVE (PRV) RETURN AIR DUCT UP AL ALUMINUM ARCHITECT
AUTOMATIC TEMPERATURE CONTROL ALT ALTERNATE
2. MECHANICAL CONTRACTOR SHALL REQUEST CLARIFICATION ON ANY ITEM(S) OF THE CONTRACT DOCUMENTS THAT ARE NOT UNDERSTOOD OR WHERE CONFLICTS MAY EXIST. VALVE (2-WAY) JEMA
CLARIFICATIONS MUST BE PRESENTED AS A “REQUEST FOR INFORMATION” (RFI) IN WRITING PRIOR TO SUBMITTING A BID. RFI SHALL BE PRESENTED A MINIMUM OF FIVE (5) WORKING GATE VALVE (GT. V.) STRAINER (STR) RETURN AIR DUCT DOWN AP ACCESS PANEL
2823 OLIVE ST.
DAYS BEFORE THE BID DATE. OBTAIN THE RFI FORM AT HYPERLINK "https://www.gandwengineering.com/documents" HTTPS://WWW.GANDWENGINEERING.COM/DOCUMENTS. SUBMISSION OF A PRESSURE RELIEF VALVE AS AIR SEPARATOR
ST. LOUIS, MO 63103
BID WILL ACKNOWLEDGE THE MECHANICAL CONTRACTOR UNDERSTANDS THE SCOPE OF WORK, MEANS AND METHODS OF INSTALLATION, EQUIPMENT AND MATERIALS TO BE USED. RFI GEAR OPERATED BUTTERFLY VALVE STRAINER WITH BLOWDOWN EXHAUST AIR DUCT UP ATC AUTOMATIC TEMPERATURE CONTROL VALVE
BALL VALVE (BV) CONTACT: MATT SUTHERLAND
THAT HAVE NOT BEEN CLARIFIED PRIOR TO BID, WILL BE PROVIDED BY THE MECHANICAL CONTRACTOR, AS DIRECTED BY THE ENGINEER OF RECORD, AND THE MOST STRINGENT ATR ALL THREAD ROD
T T: 314-531-7400
MATERIALS, EQUIPMENT, AND SCOPE OF WORK SHALL APPLY. NO ADDITIONAL COMPENSATION WILL BE MADE FOR THE FAILURE OF THE CONTRACTOR TO OBTAIN CLARIFICATIONS PRIOR GLOBE VALVE (GL. V.) THERMOMETER EXHAUST AIR DUCT DOWN ATU AIR TERMINAL UNIT
CHECK VALVE (CV) E: MSUTHERLAND@JEMASTL.COM
TO BID. AV MANUAL AIR VENT
CIRCUIT SETTER (CS) HOSE END VALVE TRIPLE DUTY VALVE (TDV) CHANGE IN DUCT SIZE BB BASEBOARD HEATER
3. THE MECHANICAL CONTRACTOR’S BID SHALL BE BASED ON THE SCHEDULED EQUIPMENT, MATERIALS, AND MANUFACTURERS WHICH FORM THE “BASIS OF DESIGN”. ALL OTHER BDD BACK DRAFT DAMPER MECHANICAL/ELECTRICAL
COMPRESSED AIR QUICK-CONNECT
EQUIPMENT, MATERIALS, AND MANUFACTURERS, INCLUDING MANUFACTURES LISTED AS ACCEPTABLE ALTERNATES, ARE CONSIDERED SUBSTITUTIONS. CONTRACTOR PROPOSED BES BANKING EQUIPMENT SUPPLIER G&W ENGINEERING
MANUAL AIR VENT (MAV) VALVE IN RISER TURNING VANES
SUBSTITUTIONS MUST BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND WITH A COMPLETED SUBSTITUTION REQUEST FORM. OBTAIN THIS FORM AT HYPERLINK CONCENTRIC PIPE REDUCER BFF BELOW FINISHED FLOOR 138 WELDON PARKWAY
PETE'S PLUG BMS BUILDING MANAGEMENT SYSTEM MARYLAND HEIGHTS, MO 63043
"https://www.gandwengineering.com/documents" HTTPS://WWW.GANDWENGINEERING.COM/DOCUMENTS. APPROVALS OF SUBSTITUTIONS ARE CONTINGENT UPON ENGINEER’S REVIEW. THE M WATER METER FLEXIBLE DUCT CONNECTION
ECCENTRIC PIPE REDUCER (TEMPERATURE & PRESSURE PORT) BOD BOTTOM OF DUCT
MECHANICAL CONTRACTOR SHALL MAKE NO PRIOR ASSUMPTIONS ON SUBSTITUTIONS NOT APPROVED BY THE ENGINEER. IF THE ENGINEER APPROVES A SUBSTITUTION REQUEST, THE CONTACT: BRETT ROSSOMANNO
MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ENGINEERING REVISIONS, PHYSICAL SIZE, CAPACITIES, COORDINATION, SUPPLEMENTAL DRAWINGS AND INFORMING BOE BOTTOM OF EQUIPMENT T: 314-469-3737
HORIZONTAL LIFE SAFETY DAMPER BOP BOTTOM OF PIPE
OTHER TRADE CONTRACTORS RELATED TO THE INSTALLATION, AS TO ANY SPECIFIED ITEM CHANGES. THE MECHANICAL CONTRACTOR SHALL BEAR AS PART OF THE CONTRACT, ANY E: BROSSOMANNO@GANDWENGINEERING.COM
ADDITIONAL COSTS INCURRED IN THE MECHANICAL CONTRACTORS WORK OR BY THE OTHER CONTRACTORS AS A RESULT OF INSTALLATION FOR OTHER THAN “BASIS OF DESIGN” BS BRANCH SELECTOR - DAIKIN
VERTICAL LIFE SAFETY DAMPER CH CHILLER
MATERIALS AND EQUIPMENT.
CLG CEILING OWNER'S REPRESENTATIVE
M MOTORIZED AUTOMATIC DAMPER (MAD) CO CARBON MONOXIDE NAVIGATE BUILDING SOLUTIONS
4. SHOP DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY AS PDF FILES. SHOP DRAWINGS SHALL INCLUDE TRANSMITTAL PAGE(S) INDICATING THE NAME OF THE PROJECT, AND THE
NAME, ADDRESS, AND PHONE NUMBER OF THE GENERAL AND MECHANICAL CONTRACTORS. GENERAL CONTRACTOR AND MECHANICAL CONTRACTOR SHALL REVIEW SHOP DRAWING CO2 CARBON DIOXIDE 8419 MANCHESTER ROAD
MANUAL DAMPER CR CONDENSER WATER RETURN BRENTWOOD, MO 63144
SUBMITTALS FOR COMPLIANCE, CONTENT AND COMPLETENESS AND PROVIDE A STAMP WITH THE DATE OF REVIEW AND SIGNATURE OF THE REVIEWER. TRANSMITTAL PAGE SHALL
HAVE INDEX WITH SPECIFICATION SECTION AND DESCRIPTION OF SUBMITTED ITEMS. NO EXCEPTIONS WILL BE TAKEN. SHOP DRAWINGS NOT SUBMITTED IN THIS FORMAT WILL BE CRAC COMPUTER ROOM AIR CONDITIONER CONTACT: DAVID LOWELL
REJECTED AND WILL NOT CAUSE REASON FOR PROJECT DELAYS. EQUIPMENT SHALL NOT BE ORDERED UNTIL ENGINEER OF RECORD HAS PROCESSED APPLICABLE SHOP DRAWINGS. A
F CARBON DIOXIDE DETECTOR CRCU COMPUTER ROOM CONDENSING UNIT T: 314-517-0935
CO 2
PERIOD OF TEN BUSINESS DAYS WILL BE ALLOWED FOR SUBMITTAL PROCESSING BY THE ENGINEER. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. CS CONDENSER WATER SUPPLY E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
F CARBON MONOXIDE DETECTOR CSST CORRUGATED STAINLESS STEEL TUBING
CO
5. THE MECHANICAL CONTRACTOR SHALL HAVE ACCESS TO ELECTRONIC FILES OWNED AND/OR CREATED BY G&W ENGINEERING CORPORATION IN PREPARATION OF CONTRACTOR’S CT COOLING TOWER
SUBMITTALS OR OTHER APPROVED USE. THE USE OF THESE FILES REQUIRES A SIGNED “ELECTRONIC FILES RELEASE FORM” AGREEING TO ALL TERMS AND CONDITIONS OUTLINED ON H HUMIDISTAT CU CONDENSING UNIT
THE FORM AND ASSOCIATED DISCLAIMER. THE SIGNED FORM SHALL BE RECEIVED BY G&W ENGINEERING CORPORATION PRIOR TO SHARING ANY ELECTRONIC FILES. IN ACCEPTING, CUH CABINET UNIT HEATER
OPENING, COPYING, AND/OR USING ANY TEXT, DATA, DRAWINGS, MODELS, GRAPHICS OR REPORTS IN ANY FORM OF ELECTRONIC MEDIA GENERATED AND TRANSMITTED/FURNISHED BY M MANOMETER DDC DIRECT DIGITAL CONTROL
G&W ENGINEERING CORPORATION (“ELECTRONIC FILES”), THE RECIPIENT AGREES THAT ALL SUCH ELECTRONIC FILES ARE INSTRUMENTS OF SERVICE OF G&W ENGINEERING DIFF DIFFUSER
CORPORATION, WHO SHALL BE DEEMED THE AUTHOR, AND SHALL RETAIN ALL COMMON LAW, STATUTORY LAW AND OTHER RIGHTS, INCLUDING COPYRIGHTS. THE RECIPIENT ALSO PS PRESSURE SWITCH DISC DISCONNECT
AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF G&W ENGINEERING CORPORATION. UNLESS OTHERWISE SPECIFIED, SAID DLSS DUCTLESS SPLIT SYSTEM
ELECTRONIC FILES FURNISHED BY G&W ENGINEERING CORPORATION ARE FURNISHED ONLY FOR CONVENIENCE, NOT RELIANCE BY THE RECEIVING PARTY; ANY CONCLUSION OR F RETURN AIR SMOKE DETECTOR DN DOWN
INFORMATION OBTAINED OR DERIVED FROM SUCH ELECTRONIC FILES WILL BE AT THE USER’S SOLE RISK. UNLESS OTHERWISE SPECIFIED, G&W ENGINEERING CORPORATION MAKES NO DPS DIFFERENTIAL PRESSURE SWITCH
WARRANTIES, EITHER EXPRESSED OR IMPLIED, OF CORRECTNESS AND FITNESS FOR USE FOR ANY PARTICULAR PURPOSE OF SAID ELECTRONIC FILES. THE ELECTRONIC FILES SHALL F REFRIGERANT (Rxxx) DETECTOR (E) EXISTING
REF EA EXHAUST AIR 138 Weldon Parkway St. Louis, MO 63043
NOT BE USED BY THE RECIPIENT FOR FUTURE ADDITIONS OR ALTERATIONS TO THIS PROJECT OR FOR OTHER PROJECTS, WITHOUT THE PRIOR WRITTEN CONSENT OF G&W (314) 469-3737 www.GandWengineering.com
ENGINEERING CORPORATION. ANY UNAUTHORIZED USE OF THE ELECTRONIC FILES SHALL BE AT THE RECIPIENT’S SOLE RISK AND WITHOUT LIABILITY TO G&W ENGINEERING REFRIGERANT LEAK HORN-STROBE EBB ELECTRIC BASE BOARD Project Number: 2021-0356.03
CORPORATION AND ITS CONSULTANTS. IN NO EVENT SHALL G&W ENGINEERING CORPORATION BE LIABLE FOR DIRECT, INDIRECT OR CONSEQUENTIAL DAMAGES AS A RESULT OF THE EC ELECTRICAL WORK CONTRACTOR
RECIPIENT’S UNAUTHORIZED USE OR REUSE OF SAID ELECTRONIC FILES. G&W ENGINEERING CORPORATION SHALL RETAIN AN OWNERSHIP AND PROPERTY INTEREST THEREIN EF EXHAUST FAN
T THERMOSTAT
(INCLUDING THE RIGHT TO REUSE AT ITS SOLE DISCRETION) WHETHER OR NOT THE PROJECT FOR WHICH SAID ELECTRONIC FILES ARE PREPARED IS COMPLETED. G&W ENGINEERING EG EXHAUST GRILLE 10-21-2022
CORPORATION SHALL BE HELD HARMLESS AGAINST ALL DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS’ FEES AND DEFENSE COSTS, ARISING OUT OF OR EMS ENERGY MANAGEMENT SYSTEM
A PIPE/DUCT IN ATTIC EQPT
RESULTING FROM RECIPIENT’S UNAUTHORIZED USE OR REUSE OF THESE ELECTRONIC FILES. EQUIPMENT
ER EXHAUST REGISTER
B PIPE/DUCT BELOW FLOOR OR GRADE ERV ENERGY RECOVERY VENTILATOR OF MI S SO
6. MECHANICAL CONTRACTOR SHALL PERFORM WORK IN A SAFE MANNER. COMPLY WITH APPLICABLE OSHA SAFETY GUIDELINES DURING THE COURSE OF COMPLETING THE WORK
ET EXPANSION TANK TE

UR
DESCRIBED ON THESE CONSTRUCTION DOCUMENTS. C PIPE/DUCT ABOVE CEILING KEVIN S.

ST
EUH ELECTRIC UNIT HEATER

I
EWC ELECTRIC WATER COOLER
GRIESEMER
7. SUBMIT AND PAY FOR ALL REQUIRED WORK PERMITS. PROVIDE ALL REQUIRED INSPECTIONS AND RE-INSPECTIONS. PROVIDE A SIGNED CERTIFICATE OF INSPECTION AT THE PROJECT E EXPOSED DUCT, W/ MILL PHOSPHATIZED FINISH
COMPLETION. EWH ELECTRIC WATER HEATER
EXH EXHAUST

R
P RO
R PIPE/DUCT ON ROOF NUMBER

EE
8. ALL ITEMS OF WORK AND MATERIALS SHALL BE SPECIFICALLY INSTALLED PER WRITTEN INSTALLATION INSTRUCTIONS AND METHODS OF INSTALLATION AS PROVIDED BY THE FA FIRE ALARM PE-23628
FAAP FIRE ALARM ANNUNCIATOR PANEL

IN
FE
MANUFACTURER OF THE EQUIPMENT OR MATERIAL PROVIDER. MECHANICAL CONTRACTOR SHALL UNDERSTAND THE PRODUCT AND METHODS OF INSTALLATION. THE CONTRACTOR NEW CONNECTION TO EXISTING (VERIFY SIZE SS
SHALL OBTAIN THE INSTALLATION INSTRUCTIONS AND REQUIREMENTS PRIOR TO BID. ALL REQUESTS FOR ADDITIONAL INFORMATION DURING CONSTRUCTION WHERE THE CONTRACTOR AND LOCATION IN FIELD PRIOR TO BID)
FACP FIRE ALARM CONTROL PANEL I ONA L E NG
HAS NOT PREVIOUSLY OBTAINED THIS INFORMATION FOR BIDDING PURPOSES WILL NOT BE CAUSE FOR ADDITIONAL COSTS OR CONSTRUCTION DELAY. FC FLEX CONNECTION
NEW BRANCH DUCT TAP & FCU FAN COIL UNIT
N FD FIRE DAMPER
9. MECHANICAL CONTRACTOR SHALL PROVIDE FIELD COORDINATION WITH OTHER TRADES; SYSTEMS AS SHOWN ARE DIAGRAMMATIC AND GIVE THE GENERAL ARRANGEMENT AND CONNECTION TO EXISTING
LOCATIONS ONLY. MECHANICAL CONTRACTOR SHALL COMPLETELY REVIEW ARCHITECTURAL DRAWINGS, STRUCTURAL DRAWINGS, CEILING ELEVATIONS, AND SYSTEM DRAWINGS OF FPC FIRE PROTECTION CONTRACTOR
# DUCT INSULATION (SEE SCHEDULE) FRT FIRE-RETARDANT-TREATED
OTHER TRADES FOR DETAILS OF CONSTRUCTION. ROUGH-IN OF MECHANICAL DEVICES, AIR TERMINALS, EQUIPMENT, PIPING, ATTACHMENTS, AND HANGERS SHALL BE BASED ON THIS
REVIEW. EXACT LOCATIONS AND FINAL LAYOUT SHALL BE DETERMINED IN THE FIELD, PROVIDE ALL NECESSARY EQUIPMENT, DUCT TRANSITIONS, PIPE TRANSITIONS, FITTINGS, FSC FOOD SERVICE CONSULTANT
# # # PLAN NOTE SYMBOL FSD FIRE/SMOKE DAMPER
HANGERS, SUPPORTS, AND OFFSETS REQUIRED FOR A COMPLETE INSTALLATION IN ALL RESPECTS. THE MECHANICAL CONTRACTOR MEANS AND METHODS OF INSTALLATION SHALL
PROVIDE FOR OPERATING EFFICIENCY, NEATNESS OF APPEARANCE, AND EASE OF MAINTENANCE. THE MECHANICAL CONTRACTOR SHALL PREPARE DIMENSIONED FIELD ERECTION FSEC FOOD SERVICE EQPT. CONTRACTOR
# REVISION SYMBOL FTU FAN TERMINAL UNIT
DRAWINGS FOR USE BY THE INSTALLERS TO ENSURE PROPER INSTALLATION, CLEARANCES, AND COORDINATION WITH STRUCTURAL MEMBERS, ARCHITECTURAL WORK, AND ALL OTHER
ITEMS BEING INSTALLED BY OTHER TRADE CONTRACTORS. THE MECHANICAL CONTRACTOR SHALL TAKE THEIR OWN MEASUREMENTS AT THE SITE AND BUILDING, AND BE RESPONSIBLE XX FV FIELD VERIFY
XX EQUIPMENT CALLOUT (SEE SCHEDULE) GC GENERAL WORK CONTRACTOR
FOR THE CORRECT LAYOUT, INTERPRETATION, AND USE OF ALL SIZES AND DIMENSIONS. THE CONTRACTOR SHALL KEEP “AS-BUILT” INFORMATION DURING CONSTRUCTION AND FURNISH
TO THE OWNER OR TENANT A RECORD SET OF LEGIBLE BLACK LINE PRINTS AND AN ELECTRONIC COPY OF THESE DOCUMENTS AT PROJECT COMPLETION. GF GAS FURNACE
XX
XX
GRILLE/DIFFUSER CALLOUT (SEE SCHEDULE) GWH GAS WATER HEATER
10. CAST IRON NO-HUB, COPPER OR BLACK IRON PIPE IS REQUIRED ABOVE CEILINGS OR IN CAVITIES USED AS A RETURN AIR PLENUM; NO PVC PIPING WILL BE ALLOWED IN RETURN AIR HP HEAT PUMP or HORSEPOWER
PLENUM SPACES. REFER TO ARCHITECTURAL, MECHANICAL OR PLUMBING DRAWINGS OR VERIFY AT SITE, ALL RETURN AIR PLENUM LOCATIONS. XX LIFE SAFETY DAMPER CALLOUT (SEE SCHEDULE) HRCU HEAT RECOVERY CONDENSING UNIT
HWCP HOT WATER CIRC. PUMP
11. THE CONTRACTOR SHALL KEEP “AS-BUILT” INFORMATION DURING CONSTRUCTION AND FURNISH TO THE OWNER OR TENANT A RECORD SET OF LEGIBLE BLACK LINE PRINTS AND AN EXISTING DUCT TO REMAIN HX HEAT EXCHANGER
ELECTRONIC COPY OF THESE DOCUMENTS AT THE PROJECT COMPLETION. IAH INTAKE AIR HOOD
EXISTING TO BE DEMOLISHED IOM INSTALLATION & OPERATION MANUAL
ID INSIDE DIAMETER

CITY OF ST. CHARLES POLICE DEPARTMENT

12. ALL MECHANICAL WORK SHALL BE DONE UNDER THE SUPERVISION OF THE MECHANICAL CONTRACTOR, WHO SHALL PROVIDE A COMPETENT AND SKILLED FOREMAN TO LAYOUT ALL
WORK. ALL WORK SHALL BE PROVIDED WITH DUE REGARD FOR THE SPACE REQUIREMENTS OF THE OTHER CONTRACTORS. THE MECHANICAL CONTRACTOR SHALL REPORT ANY IR INFRA-RED TUBE HEATER (GAS)
CONFLICTS OR DIFFICULTIES IN REGARD TO THE INSTALLATION IMMEDIATELY TO THE GENERAL CONTRACTOR OR CONSTRUCTION MANAGER. WHERE CROWDED LOCATIONS EXIST, OR MECHANICAL PIPING IV
KEF
INTAKE VENTILATOR
KITCHEN EXHAUST FAN
WHERE THERE IS A POSSIBILITY OF CONFLICT BETWEEN TRADES, THE MECHANICAL CONTRACTOR SHALL MAKE COMPOSITE SUPPLEMENTARY DRAWINGS SHOWING THE EXACT
LOCATIONS OF PIPES, CONDUIT, DUCTS AND EQUIPMENT. DRAWINGS SHALL BE BASED ON FIELD MEASUREMENTS AND, AFTER CONSULTATION AND AGREEMENT AMONG THE TRADES, A COMPRESSED AIR LINE LLSV LIQUID LINE SOLENOID VALVE
THE GENERAL CONTRACTOR OR CONSTRUCTION MANAGER SHALL DIRECT THE SOLUTION BEFORE INSTALLATION OF THE WORK. LV LOUVER
CD CONDENSATE DRAIN LPG LIQUEFIED PETROLEUM GAS (PROPANE)
13. REVIEW ARCHITECTURAL DRAWINGS FOR ALL FIRE RATINGS AND FIRE RATED ASSEMBLIES PRIOR TO BIDDING THE PROJECT. PROVIDE FIRE STOP AT EACH RATED WALL, FLOOR, ROOF CD CONDENSATE DRAIN BELOW FLOOR OR GRADE MAX MAXIMUM
AND CEILING ASSEMBLY PENETRATION. FIRE STOP SYSTEMS SHALL BE MANUFACTURED BY “3M”. PROVIDE IN STRICT COMPLIANCE WITH THE MANUFACTURER’S APPLICATION DETAILS MC MECHANICAL WORK CONTRACTOR
CR CONDENSER WATER RETURN MCA MINIMUM CIRCUIT AMPERES
AND INSTRUCTIONS. PROVIDE TAGGED CERTIFICATIONS AT EACH PENETRATION. PROVIDE SHOP DRAWINGS FOR REVIEW WITH THE U.L. LISTING AND TEST CRITERIA. PROVIDE FIRE

St Charles, MO 63303
STOPPING WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. EQUAL SYSTEMS AS MANUFACTURED BY “SPEC SEAL” OR “HILTI” WILL BE ACCEPTABLE. REFER TO THE PROJECT CS CONDENSER WATER SUPPLY MCC MOTOR CONTROL CENTER

1781 Zumbehl Road

MANUAL FOR SYSTEMS SPECIFICATIONS. MD MANUAL DAMPER
CHR CHILLED & HOT WATER RETURN MIN MINIMUM
14. PROVIDE DUCT OR PIPING ASSEMBLY PENETRATIONS OF NON-RATED ASSEMBLIES WITH DRAFT STOPPING, OR SMOKE BARRIER SEALANT SYSTEMS. THROUGH PENETRATION SEALANT CHS CHILLED & HOT WATER SUPPLY MH MOUNTING HEIGHT
SYSTEMS SHALL BE MANUFACTURED BY “3M”. APPLY IN STRICT COMPLIANCE WITH THE MANUFACTURER’S APPLICATION DETAILS AND INSTRUCTIONS. PROVIDE DRAFT STOPPING OR MOCP MAXIMUM OVER CURRENT PROTECTION
CWR CHILLED WATER RETURN MTD MOUNTED
SMOKE BARRIER SEALANTS TO MEET APPROVAL OF THE AUTHORITY HAVING JURISDICTION. EQUAL SYSTEMS AS MANUFACTURED BY “SPEC SEAL” OR “HILTI” WILL BE ACCEPTABLE.
CWS CHILLED WATER SUPPLY MUA MAKE-UP AIR
15. HVAC WORK SHALL COMPLY WITH THE LOCAL ADOPTED MECHANICAL CODE AS WELL AS GOVERNING STATE LAW AND LOCAL ORDINANCES. ALL NEW MECHANICAL EQUIPMENT, MUW MAKE UP WATER
D DRAIN LINE NC NORMALLY CLOSED
DUCTWORK AND PIPING SHALL BE ANCHORED AND SEISMICALLY RESTRAINED WHERE REQUIRED TO COMPLY WITH THE ADOPTED INTERNATIONAL BUILDING CODE. PROVIDE
ENGINEERED SEISMIC RESTRAINT DETAILS SIGNED AND SEALED BY A MISSOURI LICENSED ENGINEER. SUBMIT FOR REVIEW BY ENGINEER OF RECORD. G GAS LINE NIC NOT IN CONTRACT
NO NORMALLY OPEN
HG HOT GAS LINE OA OUTDOOR AIR
16. MECHANICAL CONTRACTOR SHALL CUT AND PATCH ROOF, FLOORS, WALLS, AND CEILINGS WHERE REQUIRED TO INSTALL NEW MECHANICAL DUCT AND PIPING SYSTEMS. SURFACES
SHALL BE PATCHED AND LEFT READY FOR FINAL SCHEDULED FINISH. HPWR HEAT PUMP WATER RETURN OD OUTSIDE DIAMETER
OX OXYGEN
HPWS HEAT PUMP WATER SUPPLY PC PLUMBING WORK CONTRACTOR
17. MECHANICAL CONTRACTOR SHALL PROVIDE ALL TEMPERATURE CONTROL WIRING, INCLUSIVE OF ALL VOLTAGES, NO EXCEPTIONS OR EXCLUSIONS. ALL COMPONENTS SHALL BE NEW
UNLESS NOTED OTHERWISE. TYPICAL SPACE THERMOSTAT OR SENSOR MOUNTING HEIGHT SHALL BE 48” A.F.F. COORDINATE ACTUAL THERMOSTAT OR SENSOR MOUNTING WITH FINAL HPC HIGH PRESSURE CONDENSATE PCF POUNDS/CUBIC FOOT
ARCHITECTURAL FLOOR AND FURNITURE PLANS. DO NOT MOUNT THERMOSTATS OR SENSORS IN DIRECT SUNLIGHT, NEAR HEAT SOURCES, OR ON EXTERIOR WALLS. IF THERMOSTAT PSG PUMP SUCTION GUIDE
HWR HOT WATER RETURN PT PRESSURE TREATED
MUST BE MOUNTED ON AN EXTERIOR WALL, PROVIDE INSULATED MOUNTING BASE. ALL SYSTEMS SHALL BE COMPLETE INCLUDING, BUT NOT LIMITED TO: EXPERTISE, DESIGN,
EQUIPMENT, CABINETS, BOXES, RELAYS, SWITCHES, CONTACTORS, TRANSFORMERS, WIRING, RACEWAYS, AND ELECTRICAL ACCESSORIES. WIRING EXPOSED IN RETURN AIR PLENUM HPS HIGH PRESSURE STEAM PVC POLYVINYL CHLORIDE
SHALL BE PLENUM RATED CABLE. PROVIDE SHOP DRAWINGS FOR REVIEW AND PROCESSING. THE SHOP DRAWINGS SHALL CONTAIN A FLOOR PLAN WITH THERMOSTAT LOCATIONS, RA RETURN AIR
HWS HOT WATER SUPPLY RAH RELIEF AIR HOOD
CONTROL SEQUENCE STATEMENT, AND WIRING DIAGRAM WITH ALL PARTS INDICATED OR A BILL OF MATERIAL. ALL COSTS ASSOCIATED WITH HARDWARE, SOFTWARE, GRAPHICS, AND
TIME TO FULLY INTEGRATE THIS NEW EQUIPMENT INTO THE BUILDING STANDARD BAS SHALL BE INCLUDED IN THIS BID. LPC LOW PRESSURE CONDENSATE RF RETURN FAN
RG RETURN GRILLE
LPG LIQUEFIED PETROLEUM GAS (PROPANE) RL EXISTING DEVICE RELOCATED
18. THE MECHANICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING MECHANICAL EQUIPMENT OCCURRING IN DEMOLISHED WALLS, FLOORS, ATTICS AND CEILING AREAS.
REFER TO THE ARCHITECTURAL DRAWINGS FOR THE GENERAL SCOPE OF DEMOLITION. DISCONNECT AND REMOVE MECHANICAL EQUIPMENT, DUCTS, AIR DEVICES, AND PIPING LPS LOW PRESSURE STEAM RR RETURN REGISTER
OCCURRING IN THESE AREAS. MECHANICAL COMPONENTS INCLUDING MOTORS, TEMPERATURE CONTROL DEVICES, GRILLES, DIFFUSERS, AIR TERMINALS, HANGERS, MOUNTING RTD RESISTANCE TEMPERATURE DETECTOR
MPC MEDIUM PRESSURE CONDENSATE RTU ROOF TOP UNIT
HARDWARE, ETC., MUST BE REMOVED FROM THE PREMISES, TO BE LEGALLY DISPOSED OF BY THE MECHANICAL CONTRACTOR. ALL LOOSE ENDS OF SYSTEMS WHERE SUCH
ABANDONMENT HAS TERMINATED SHALL BE TRIMMED CLEAR AND APPROPRIATELY CAPPED OR SEALED IN A SAFE AND SECURE MANNER BEHIND NEW FINISHES. MAINTAIN SYSTEM MPS MEDIUM PRESSURE STEAM RV RELIEF VENTILATOR
CONTINUITY TO ADJOINING AREAS AS NEEDED. THIS INCLUDES BUT IS NOT LIMITED TO REMOVAL, MODIFICATION AND REINSTALLATION OF EQUIPMENT AS NEEDED TO SUSTAIN THE SA SUPPLY AIR
MUW MAKE-UP WATER SD SPLITTER DAMPER
EXISTING WORKING CONDITION OF ALL MECHANICAL EQUIPMENT AND TO RETURN THESE AREAS TO FULL WORKING ORDER AT PROJECT COMPLETION.
RL REFRIGERANT LIQUID LINE SF SUPPLY FAN
19. THIS CONTRACTOR SHALL CONFINE ACTIVITIES TO THE AREA SET ASIDE TO DO THE WORK AND SHALL NOT INTERFERE WITH ANY OF THE OWNER'S ACTIVITIES. THIS CONTRACTOR WILL SG SUPPLY GRILLE
RS REFRIGERANT SUCTION LINE SMS SHEET METAL SCREW
NOT BE PERMITTED TO STORE MATERIAL EXCEPT WITHIN THE AREAS AS DIRECTED BY THE GENERAL CONTRACTOR. SHOULD ANY DISTURBANCE OF EXISTING INSTALLATION BE
NECESSARY, THE CONTRACTOR SHALL SO INFORM THE OWNER WELL IN ADVANCE OF THE TIME CONTEMPLATED FOR THE DISTURBANCE. AFTER A PLAN ACCEPTABLE TO THE OWNER XX TYPE XX EXISTING PIPE TO BE REMOVED SS STAINLESS STEEL
HAS BEEN FORMULATED, THE GENERAL CONTRACTOR SHALL KEEP IN CLOSE PERSONAL CONTACT WITH THE WORK TO SEE THAT IT IS EXECUTED IN ACCORDANCE WITH THE AGREED SSF SIDE STREAM FILTER
TYPE EXISTING PIPE TO BE REMOVED TA TRANSFER AIR
PROCEDURE.
TYPE (E) EXISTING PIPING TEMP TEMPORARY
20. CONTINUITY OF ALL BUILDING SERVICES AND UTILITIES SERVING FACILITIES IN THE BUILDING SHALL BE MAINTAINED WITHOUT INTERRUPTION, EXCEPT FOR SUCH A PERIOD OF TIME TOD TOP OF DUCT
DESIGNATED BY THE GENERAL CONTRACTOR. THIS CONTRACTOR SHALL SO ARRANGE AND EXECUTE THE MECHANICAL CONTRACTORS WORK THAT ANY CONNECTIONS, EITHER TOP TOP OF PIPE
TEMPORARY OR PERMANENT, OR REARRANGEMENT OF PRESENT EQUIPMENT, FITTINGS, PIPING, ETC., SHALL BE IN SUCH A MANNER AS TO ASSURE FULL RESUMPTION OF SERVICE AT TXV THERMAL EXPANSION VALVE
THE TIME DESIGNATED BY THE GENERAL CONTRACTOR. IF TEMPORARY CROSS CONNECTIONS, FITTINGS, PIPING, ETC., ARE NECESSARY TO ASSURE THIS CONTINUITY OF THE BUILDING TYP TYPICAL
SERVICE, THIS CONTRACTOR AT NO ADDITIONAL COST SHALL PROVIDE THEM TO THE GENERAL CONTRACTOR. WHERE USED IN THESE DOCUMENTS, MAINTAIN IS DEFINED AS FOLLOWS: UH UNIT HEATER PERMIT SET
SUSTAIN THE EXISTING WORKING CONDITION OF MECHANICAL DEVICES AND EQUIPMENT WHICH INCLUDES BUT IS NOT LIMITED TO REVISING, REMOVING AND REINSTALLING TO EXECUTE UON UNLESS OTHERWISE NOTED
THE NEW WORK INDICATED. THIS BUILDING WILL BE RENOVATED IN PHASES, PROVIDE ALL NECESSARY CROSS CONNECTIONS AND TEMPORARY CONNECTIONS REQUIRED TO PERFORM UNV UNIVERSAL 10/21/2022
THE CONSTRUCTION AS DETERMINED BY THE GENERAL CONTRACTOR. UTR UP THROUGH ROOF
VAV VARIABLE AIR VOLUME
VFD VARIABLE FREQUENCY DRIVE
REVISIONS
21. THE MECHANICAL CONTRACTOR SHALL PROTECT ALL DUCT SYSTEMS, PIPING AND MECHANICAL EQUIPMENT, NEW AND EXISTING, EXPOSED TO CONSTRUCTION, FROM CONSTRUCTION
DIRT. PROTECT EACH RETURN AIR DUCT OPENING OF MECHANICAL EQUIPMENT OPERATED DURING CONSTRUCTION WITH MERV 8 FILTERS AND INSTALL MERV 8 FILTER(S) IN EQUIPMENT VRF VARIABLE REFRIGERANT FLOW NO. DATE DESCRIPTION
FILTER RACK. UPON COMPLETION OF CONSTRUCTION, REMOVE RETURN DUCT FILTERS AND REPLACE EQUIPMENT FILTERS WITH NEW FILTERS AS SPECIFIED. VRV VARIABLE REFRIGERANT VOLUME
VSD VARIABLE SPEED DRIVE
22. THIS PROJECT WILL REQUIRE SEVERAL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL REVIEW THE ARCHITECTURAL PLANS AND PROPOSED PHASING OF THE CONSTRUCTION. W/ WITH
ALL LABOR AND MATERIAL REQUIRED TO ACHIEVE THE CONSTRUCTION PHASING SHALL BE INCLUDED IN THE CONTRACTORS BID. BY SUBMITTING A BID, THE CONTRACTOR WP WEATHERPROOF
ACKNOWLEDGES THEY HAVE REVIEWED THE REQUIREMENTS TO COMPLETE THE WORK AND PHASING INDICATED ON THE ARCHITECTURAL PLANS AND REQUIRED BY THEIR SCOPE OF WSHP WATER SOURCE HEAT PUMP
WORK. ALL COSTS SHALL BE INCLUDED IN YOUR BID. XFMR TRANSFORMER

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 2:10:04 PM

SHEET TITLE:

MECHANICAL TITLE SHEET -

PHASE 2

M000
Copyright 2020 © JEMA
 ROOFTOP UNIT SCHEDULE * TRANE

COOLING CAPACITY EVAPORATOR HEATING CAPACITY

PLAN O.A. E.S.P. BHP WEIGHT
MODEL NUMBER * CFM TTL/SENS. EER E.A.T. L.A.T. OUTPUT DRIVE RPM VOLT / PH MCA MOCP NOTES planning architecture interior design
(HP)
MECHANICAL PIPE & PIPE INSULATION MARK CFM (IN. WG)
(MBH) (SEER) DB/WB (°F) DB/WB (°F)
KW
(MBH)
LAT (°F) (LBS)

ES
AC
RTU-1 TSJ102A4S0N
SPECIFICATION SCHEDULE 2600 606 1.67 100.04/71.23 11.2(15.3) 79.60/66.33 53.54/53.03 36 122.94 100.94 BELT (3.1) 1286 460/3 62 70 1248.8 1,2

SP
ARCHITECT

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(NOT ALL SYSTEMS MAY BE REQUIRED ON THIS PROJECT)

NU
JEMA

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1. PROVIDE FACTORY INSTALLED DISCONNECT WITH UNPOWERED (FIELD WIRED) 20A CONVENIENCE OUTLET, WITH ROOF CURB, SCR CONTROLLED HEAT, HINGED AND GASKETED SERVICE DOORS, R-410A DX

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NOTES:

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2823 OLIVE ST.

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RI

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COOLING, CONTROL PANEL, DDC CONTROLS WITH BACNET COMMUNICATION INTERFACE, STAINLESS STEEL HEAT EXCHANGER, OUTSIDE AIR MEASURING DEVICE, MERV-8 FILTERS.

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RV

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ST. LOUIS, MO 63103

AC TN
2. RETURN AIR SMOKE DETECTOR FURNISHED AND INSTALLED BY E.C.

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IN
CONTACT: MATT SUTHERLAND

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T: 314-531-7400

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E: MSUTHERLAND@JEMASTL.COM

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DEDICATED OUTSIDE AIR HANDLING UNIT SCHEDULE

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SA

SA

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*TRANE

AN

EN

EN
MECHANICAL/ELECTRICAL

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ER

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ND

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SUPPLY AIRFLOW OUTSIDE AIR COOLING COIL ELECTRICAL G&W ENGINEERING

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138 WELDON PARKWAY

AC
PIPE MATERIAL PLAN WEIGHT

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AC
RE
MODEL NUMBER * E.S.P. FAN SUMMER (°F) WINTER (°F) O/A TOT SENS LEAVING (LBS) NOTES MARYLAND HEIGHTS, MO 63043
MARK CFM EER VOLT / PH MCA MOCP
(IN. WC) BHP CFM (MBH) (MBH) CONTACT: BRETT ROSSOMANNO
SCHEDULE 40 BLACK STEEL, TYPE E OR S, GRADE B ASTM A53/A53M - DB WB DB WB DB WB T: 314-469-3737
WROUGHT STEEL FITTINGS ASTM A234/A234M. WELD PER AWS DOAS-1 OABD036A4 850 0.75 0.28 95 78 4 3 850 40.9 26.1 50.9 50.4 23.9 460/3 14.5 20 1882 1,2,3 E: BROSSOMANNO@GANDWENGINEERING.COM
D10.12/D10.12M OR BRAZE PER AWS A5.8/A5.8M.
DOAS-2 OADG010C3 2810 1.00 1.61 95 78 4 3 2810 133.5 85.4 53.8 53.5 20.7 460/3 29.1 35 3661 1,2,3
DRAWN COPPER TUBE, TYPE "L" ASTM B88, WROUGHT COPPER DOAS-3 OADG020C3 4925 1.25 3.30 95 78 4 3 4925 258.7 159.2 55.0 54.6 18.0 460/3 49.0 60 4010 1,2,3 OWNER'S REPRESENTATIVE
FITTINGS ASTM B16.22, BRAZE PER AWS A5.8/A5.8M. DOAS-4 OABD060A4 1520 0.75 0.76 95 78 4 3 1520 64.3 42.9 55.4 54.9 22.5 460/3 16.9 20 1899 1,2,3 NAVIGATE BUILDING SOLUTIONS
SCHEDULE 40 BLACK STEEL, TYPE E OR S, GRADE B ASTM A53/A53M - DOAS-5 OABD072A4 1740 1.00 1.04 95 78 4 3 1740 76.3 50.3 54.3 53.9 21.0 460/3 19.7 25 1942 1,2,3 8419 MANCHESTER ROAD
MALLEABLE IRON THREADED FITTINGS ASTM B16.3, CLASS 150, BRENTWOOD, MO 63144
STANDARD PATTERN CONTACT: DAVID LOWELL
NOTES: 1. PROVIDE FACTORY MOUNTED, NONFUSED DISCONNECT. T: 314-517-0935
2. PROVIDE HINGED AND GASKETED ACCESS DOORS, 24"H VIBRATION ISOLATION CURB, R-410A REFIRGERANT, VERTICAL INTAKE AND DISCHARGE, 2" MERV 8 FILTERS, INVERTER E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
ANSI/IAS LC 1 CORRUGATED, STAINLESS-STEEL TUBING. ASTM A 240/A
COMPRESSOR, AND FACTORY 115V CONVENIENCE OUTLET.
240M, CORRUGATED, SERIES 300 STAINLESS STEEL TUBING.
3. PROVIDE CONTROL PANEL WITH FACTORY MICROPROCESSOR CONTROLS, REMOTE HUMIDITY SENSOR, REMOTE DIGITAL PROGRAMMABLE THERMOSTAT, LEAVING COIL ENTERING
COPPER-ALLOY MECHANICAL FITTINGS, LISTED FOR USE WITH
FAN TEMPERATURE SENSOR, DUCT HIGH LIMIT SWITCH, DISCHARGE AIR TEMPERATURE SENSOR, OUTSIDE AIR TEMPERATURE SENSOR, DIRTY FILTER ON/OFF SWITCH, AND
CORRUGATED STAINLESS-STEEL TUBING, SEAL WITHOUT GASKETS.
AIRFLOW PROVING SWITCH.
INCLUDE BRAZING SOCKET OR THREADED ENDS ASME B1.20.1.

SEAMLESS DRAWN COPPER TYPE "L-ACR" ASTM B280, WROUGHT COPPER

FITTINGS ASME B16.22, ASME B16.50, BRAZE PER AWS A5.8/A5.8M; ASTM B32
SOLDER 95-5 OR ALLOY HB. HEAT PUMP SCHEDULE (PREVIOUSLY PURCHASED DURING PHASE 1)
* TRANE

SEAMLESS ANNEALED COPPER TYPE "L-ACR" ASTM B280, WROUGHT COPPER COOLING HEATING (MBH ) ELECTRICAL WEIGHT
FITTINGS ASME B16.22, ASME B16.50, BRAZE PER AWS A5.8/A5.8M; ASTM B32 TYPE MARK MODEL NOTES 138 Weldon Parkway St. Louis, MO 63043
CAP (MBH) AMBIENT °F EER CAP (MBH) AMBIENT °F V/PH/HZ FLA MCA MOCP (LBS)
SOLDER 95-5 OR ALLOY HB. (314) 469-3737 www.GandWengineering.com
HP 109 GEHE0484 49.5 95 13.13 58.0 0 460/60/3 7.70 9.28 15 398 1 Project Number: 2021-0356.03
DRAWN COPPER DWV TUBE, ASTM B306, CAST COPPER FITTINGS ASME HP 116 GEHE0247 23.6 95 13.60 29.3 0 265/60/1 11.13 13.53 20 253 1
B16.18, OR WROUGHT COPPER ASME B16.22, SOLDER: ASTM B 32 LEAD
FREE WITH ASTM B 813 WATER-FLUSHABLE FLUX. HP 122 GEHE0097 8.9 95 12.38 11.2 0 265/60/1 3.32 4.02 15 165 1 10-21-2022
HP 125 GEHE0247 23.6 95 13.60 29.3 0 265/60/1 11.13 13.53 20 253 1
SOLID WALL PVC SCHEDULE 40 , ASTM D 2665 DWV, PVC FITTINGS: HP 128 GEHE0484 49.5 95 13.13 58.0 0 460/60/3 7.70 9.28 15 398 1
ASTM D 2665 MADE TO ASTM 3311 DWV, PRIMER: ASTM F 656, SOLVENT: OF MI S SO
ASTM D 2564 HP 201 GEHE0307 29.4 95 13.04 35.3 0 265/60/1 12.73 15.53 25 253 1 TE

UR
HP 207 GEHE0157 14.3 17.9 265/60/1 7.12 15 173 1 KEVIN S.

ST
95 12.85 0 8.72

I
GRIESEMER
PIPE INSULATION (2009 IECC 503.2.8) HP
HP
208
211
GEHE0247
GEHE1204
23.6
124.7
95
95
13.60
13.35
29.3
129.3
0
0
265/60/1
460/60/3
11.13
19.70
13.53
21.65
20
25
253
785
1
1

R
P RO
PIPE DIAMETER: ALL NUMBER

EE
1/2" THICK, NOTE 1 (WITH VAPOR BARRIER) OR NOTE 2 (NO VAPOR BARRIER) NOTES: 1. HEAT PUMPS AND ASSOCIATED WIFI CONTROLS WERE PREVIOUSLY PURCHASED DURING PHASE 1 AND INTENDED TO BE PE-23628
INSTALLED DURING PHASE 2. SCHEDULE IS SHOWN FOR REFERENCE ONLY.

IN
FE
SS
PIPE DIAMETER < 1.5" I ONA L E NG
1-1/2" THICK, NOTE 2. 3
PIPE DIAMETER > 1.5"
1-1/2" THICK, NOTE 2. 3 VARIABLE AIR VOLUME BOX SCHEDULE *TRANE

SIZE CFM STATIC PRESSURE ELECTRIC HEAT COIL

NOTES: 1. INORGANIC GLASS FIBER WITH ASJ 2. CLOSED CELL ELASTOMERIC 3. INSULATE REFRIGERANT PIPE TYPE MARK MODEL NO. RAD. DISCH. NOTES
PER EQUIPMENT UNIT INLET OUTLET DESIGN HEATING INLET MIN KW VOLTS/PH STEPS E.A.T. L.A.T.
K=0.27 (BTU-IN / H-SQFT-°F) AT 75 °F, 1.5 PCF K=0.25 (BTU-IN / H-SQ.FT-°F) AT 75 °F, 0.05 MANUFACTURER'S I.O.M. COAT
ASTM C 547; TYPE I, TYPE IV PERM-IN VAV 1-1 VCEF-10 10 10 14X12 1100 550 1.5 0.7 29 28 7.0 277/1 SCR 55 95 1,2,3,4
INSULATION ON BUILDING
ASTM: C 585, C 795 ASTM C 534, TYPE I - TUBULAR GRADE VAV 1-2 VCEF-06 6 6 11X10 345 195 1.5 0.7 29 28 2.5 277/1 SCR 55 96 1,2,3,4
EXTERIOR WITH 2 COATS OF
ASTM C 1136 (JACKETS); TYPE I, II, III, IV, VIII ASTM E 84 ARMAFLEX TYPE WB FINISH, UV, VAV 1-3 VCEF-08 8 8 11X10 560 280 1.5 0.7 29 28 3.5 277/1 SCR 55 94 1,2,3,4
ASTM: C 665, C 1617, C 1338 ASTM G-21/C 1338 OZONE, & MOISTURE RESISTANT VAV 1-4 VCEF-10 10 10 14X12 835 300 1.5 0.7 29 28 4.0 277/1 SCR 55 97 1,2,3,4
ASTM: C 1104, C 356 ASTM G-22 COMPOUND. NOTES:
GREENGUARD CERTIFICATION ASTM D 1056, 2B1
GREENGUARD CHILDREN & SCHOOLS 1 PROVIDE ULTRA-LOCK LINER.
NFPA 255
CERTIFICATION NFPA 90A & 90B 2 PROVIDE DOOR INTERLOCKING DISCONNECT.
NFPA 90A & 90B UL 723 3 PROVIDE SCR CONTROLS FOR ALL HEATING COILS.
UL CLASSIFIED UL 181 4 PROVIDE MAIN SUPPLY FUSES.
GREENGUARD CERTIFICATION
PIPE INSTALLATION: GREENGUARD CHILDREN & SCHOOLS
CERTIFICATION

CITY OF ST. CHARLES POLICE DEPARTMENT

CONDENSATE PIPE: CLOSED CIRCUIT FLUID COOLER SCHEDULE * BAC
a. PROVIDE MINIMUM 1 % SLOPE IN DIRECTION OF FLOW.
FAN MOTOR DATA PUMP DATA BASIN HEATER DATA
PLAN FLOW AMB EWT LWT WEIGHT
REFRIGERANT PIPE: MODEL NUMBER * LOCATION FLOW CAP NOTES
MARK (GPM) WB (°F) (°F) (°F) CFM HP VOLTS / PH HP VOLTS / PH NUMBER VOLT / PH (LBS)
a. PROVIDE LIQUID LINE SIGHT GLASS AND DRYER-STRAINER AS MANUFACTURED BY SPORLAN OR EQUAL. (GPM) (KW)
b. INSTALL REFRIGERANT PIPING IN COMPLIANCE WITH ASHRAE 15, "SAFETY CODE FOR REFRIGERATION SYSTEMS."
FC-1 FXV-0812A-16D-J EXISTING ROOF 481.4 78 - - 65,470 (1) @ 7.5 460/3 719 (1) @ 5 460/3 1 8 460/3 15,139 1,2
c. COMPLY WITH ASME B31.5, "REFRIGERATION PIPING AND HEAT TRANSFER COMPONENTS."
d. CONSTRUCT SOLDERED JOINTS ACCORDING TO ASTM B 828 OR COPPER DEVELOPMENT ASSOCIATION'S "COPPER TUBE HANDBOOK."
e. CONSTRUCT BRAZED JOINTS ACCORDING TO AMERICAN WELDING SOCIETY'S "BRAZING HANDBOOK," CHAPTER "PIPE AND TUBE."

St Charles, MO 63303
NOTES: 1. REFER TO SPECIFICATIONS FOR ALL REQUIREMENTS. UNIT DIMENSIONS SHALL NOT EXCEED 12'-2" L x8'-6" W x13'-3" H.

1781 Zumbehl Road

f. USE TYPE BCuP, COPPER-PHOSPHORUS ALLOY FOR JOINING COPPER SOCKET FITTINGS WITH COPPER PIPE.
g. USE TYPE BAg, CADMIUM-FREE SILVER ALLOY FOR JOINING COPPER WITH BRONZE OR STEEL. 2. PROVIDE WITH HINGED ACCESS DOORS, PREMIUM EFFICIENT FAN MOTOR WITH 5 YEAR MOTOR AND DRIVE WARRANTY AND GALVANIZED STEEL FAN GUARD, PREMIUM EFFICIENCY PUMP MOTOR, BASIN WATER LEVEL CONTROL, COPPER BASIN HEATER
h. TESTS AND INSPECTIONS IN COMPLIANCE WITH ASME B31.5, CHAPTER VI. ELEMENTS, BASIN HEATER CONTROL, EXTENDED BEARING LUBRICATION LINES, COIL AIR INTAKE HOOD WITH GALVANIZED POSITIVE CLOSURE DAMPERS WITH ACTUATORS, END SWITCHES AND ACCESS DOORS.

DUCT INSULATION SCHEDULE GAS BOILER SCHEDULE * LOCHINVAR

ID TAG MATERIAL NUMBER FIELD VAPOR PLAN INPUT OUTPUT THERMAL FLOW P.D. EWT LWT AIR INLET FLUE
BTU.IN THICK- MODEL NUMBER * VOLT / PH NOTES
K AT 75 F. D IB FORM
NESS
R-VALUE OF APPLIED RETARDER MARK (MBH) (MBH) EFFICIENCY (GPM) (FT.) (°F) (°F) DIA. (IN.) DIA. (IN.)
H.SQ.FT.F FT 3 LAYERS JACKET REQUIRED
B-1 PBN1002 999 849 85.0 75 2.4 160 200 6" 10" 120/1 1,2
MINERAL-FIBER BLANKET B-2 PBN0752 750 638 85.0 75 1.3 160 200 5" 9" 120/1 1,2
1 N/A 1" 3.8 ONE FOIL & PAPER YES
(0.26/0.75)

NOTES: 1. PROVIDE WITH VARIABLE FREQUENCY DRIVE, HIGH LIMIT SAFETY SWITCH, TEMPERATURE AND PRESSURE GAUGE, PRESSURE RELIEF
MINERAL-FIBER BLANKET VALVE, SAFETY FLOW SWITCH, HIGH AND LOW GAS PRESSURE SWITCHES, 5:1 TURNDOWN, AND BUILT-IN SEQUENCING. PROVIDE WITH
2 N/A 2" 7.4 ONE FOIL & PAPER YES
(0.27/1.0) DOUBLE WALL HEAT FAB SAF-T VENT STAINLESS STEEL ALLOY AL 29-4C* FLUE VENTING SYSTEM, CONDENSATE NEUTRALIZATION KIT.
2. PROVIDE EMERGENCY SHUTDOWN SWITCHES OUTSIDE EACH ENTRY TO THE BOILER ROOM WITH IDENTIFYING LABEL. FOR EXTERIOR
DOORS, LOCATE IMMEDIATELY INSIDE DOOR. MAKE SWITCH TAMPER PROOF.
LINER
3 N/A 1" 4.2 ONE NONE YES
(24/1.5)

GENERAL NOTE: DUCT SIZES INDICATED ON DRAWINGS ARE SHEET METAL SIZE AND INCLUDE LINER SPECIFIED.
PUMP SCHEDULE * TACO

PLAN FLOW HEAD MOTOR WEIGHT

SERVICE MODEL NUMBER * NOTES
MARK (GPM) (FT) RPM HP VOLT / PH (LBS)
MAKE-UP AIR UNIT SCHEDULE * TRANE
P-1 BOILERS 1911 44 12 1750 .33 115/1 62 1
COOLING COIL P-2 BOILERS 1911 37 15 1750 .33 115/1 62 1
PLAN MODEL ESP HEATING MCA / VOLT / WEIGHT
CFM TOT SENS LEAVING HP RPM DRIVE NOTES LWP-1 FLUID COOLER 3011D 481.4 105 1760 20 460/3 750 1
MARK NUMBER * (IN.WC) EER KW MOCP PH (LBS)
(MBH) (MBH) LWP-2 FLUID COOLER 3011D 481.4 105 1760 20 460/3 750 1
DB WB
MAU-1 OADG020A3 3000 2.00 254.1 134.7 54.7 54.0 13.7 68 2 1856 DIRECT 90.3/100 460/3 3368 1
NOTES: 1. PROVED WITH SUCTION DIFFUSER, TRIPLE DUTY VALVE, ISOLATION VALVES, STRAINER, PRESSURE GAUGE, AND FLEXIBLE
NOTES: 1. PROVIDE WITH FACTORY MOUNTED NON-FUSED DISCONNECT, VARIABLE FREQUENCY DRIVE, SCR CONTROLLED HEATING, MODULATING HOT GAS CONNECTORS.
REHEAT, 2-POSITION OA DAMPER, HAILGUARDS, STAINLESS STEEL DRAIN PAN, 14" CURB.
PERMIT SET
10/21/2022
LIFE SAFETY DAMPER SCHEDULE GRILLE, REGISTER, AND DIFFUSER SCHEDULE *TITUS
* RUSKIN
TYPE MARK MODEL NECK SIZE FACE SIZE MAX CFM P.D. BORDER PATTERN FINISH NOTES
REVISIONS
PLAN TYPE LINK TEMP.
MARK MODEL LEAKAGE RATING SA-1 S300FL 10"x4" 12"x6" 130 0.1 DUCT MOUNTED 1-WAY #26 3 NO. DATE DESCRIPTION
FIRE / STYLE SIZE MOUNTING RATING NOTES
NUMBER * FIRE SMOKE CLASS (HOUR) SA-2 S300FL 12"x4" 14"x6" 150 0.1 DUCT MOUNTED 1-WAY #26 3
SMOKE (°F )
SA-3 S300FL 14"x4" 16"x6" 170 0.1 DUCT MOUNTED 1-WAY #26 3
AV DIBD20 A SEE PLAN VERTICAL - 1-1/2 165 1
SA-4 S300FL 18"x4" 20"x6" 250 0.1 DUCT MOUNTED 1-WAY #26 3
CV DIBD20 CR SEE PLAN VERTICAL - 1-1/2 165 1
SA-5 S300FL 20"x4" 22"x6" 270 0.1 DUCT MOUNTED 1-WAY #26 3
NOTES: 1. PROVIDE AN ACCESS PANEL AT EACH DAMPER, ACCESS PANEL TO BE A MINIMUM OF 8"X8". SB-1 TDC A4 18"x18" - 6" 24"x24" 110 0.1 TYPE 3 4-WAY #26 1,2
SC-1 TDC A4 9"x9" - 6" 24"x24" 125 0.1 TYPE 1 4-WAY #26 1
EA-1 355 RL 22"x22" 24"x24" 1600 0.07 TYPE 3 -- #26 1,2
EA-2 355 RL 22"x22" 24"x24" 1600 0.07 TYPE 3 -- #26 1,2
DUCT-FREE SPLIT SYSTEM * DAIKIN
EB-1
EC-1
355 RL
355 RL
10"x6"
18"x10"
12"x8"
20"x12"
180
600
0.07
0.07
TYPE 1
DUCT MOUNTED
--
--
#26
#26
1
3
INDOOR SECTION - COOLING ONLY OUTDOOR SECTION
NOTES:
COOLING REFRIG. LINE 1. MECHANICAL CONTRACTOR SHALL VERIFY CEILING CONSTRUCTION WITH ARCHITECT AND ENSURE THAT IT IS COMPATIBLE WITH GRILLE,
COOLING MOTOR ELECTRICAL DATA ELECTRICAL DATA NOTES
PLAN MODEL PLAN MODEL CAPACITY SIZES (O.D.) WEIGHT REGISTER AND DIFFUSER FRAMING, INCLUDING BORDER TYPES, T-BARS, AND CROSS NOTCHES.
CFM TOTAL SENSIBLE (LBS)
MARK NUMBER * HP RPM VOLT / PH MCA MOCP MARK NUMBER * AMBIENT (°F) 2. PROVIDE FRAME WITH NO SCREW HOLES FOR LAY-IN CEILING INSTALLATION.
(MBH) (MBH) MBH VOLT / PH MCA MOCP SUCTION LIQUID
3. PROVIDE DIFFUSER WITH AIR SCOOP FOR DUCT MOUNTING AND 45 DEGREE DEFLECTION.
FCU-1 FTKB18AXVJU 430 18,000 12,932 - - 208/1 0.3 15 CU-1 RKB18AXVJU 18 95 208/1 13.2 20 1/4" 1/2" 82 1,2,3,4
FCU-2 FTK12NMVJU 434 10,900 9,480 - - 208/1 0.3 15 CU-2 RK12NMVJU 12 95 208/1 12.2 15 1/4" 1/2" 60 1,2,3,4,5
NOTES: 1. PROVIDE OUTDOOR UNIT WITH EQUIPMENT SUPPORT RAILS, -4° LOW AMBIENT OPERATION, REFRIGERANT LINE SET. PROVIDE INDOOR UNIT WITH PREMIUM WIRED CONTROLLER WITH SCHEDULING, AND EXTERNAL WALL
MOUNTED CONDENSATE PUMP BECKETT #CB201UL WITH SAFETY SWITCH AND POWER CORD (INTERLOCK FANCOIL WITH CONDENSATE PUMP TO SHUT DOWN FANCOIL ON PUMP FAILURE).

2. SYSTEM IS CAPABLE OF 98' LINE LENGTH AND 66' LIFT. COORDINATE PIPING ROUTE WITH OWNER TO KEEP WITHIN LIMITATIONS PRIOR TO BID.
EXHAUST FAN SCHEDULE *LOREN COOK
E.S.P.
TYPE MARK MODEL CFM HP (WATT) RPM DRIVE SONES WEIGHT V/PH/HZ NOTES
3. REFRIGERANT LINE SIZES LISTED ARE UNIT CONNECTION SIZES. REFER TO THE MANUFACTURER FOR PIPE SIZES BASED ON EQUIVALENT LINE LENGTH. IN. WG
EF 10 ACED150C15D 2520 1.0 0.75 1550 DIRECT 18.3 91 115/1 1 PLAN NORTH 90.00°
4. CONTRACTOR SHALL DISABLE ALL NIGHT AND WEEKEND TEMPERATURE SET-BACKS. EF 11 ACED100C15DH 480 0.5 (145) 1550 DIRECT 10.5 53 115/1 1 TRUE NORTH 90.00°
EF 12 ACED90C15DH 330 0.5 (91) 1715 DIRECT 7.3 52 115/1 2
5. FCU-2 AND CU-2 SHALL BE INCLUDED ONLY IF ALTERNATE 1 IS ACCEPTED.
EF 13 ACED101C17D 600 0.75 0.156 1725 DIRECT 10.4 59 115/1 3 PROJECT NO. ISSUED BY:
SEQUENCE OF OPERATION: EF 14 ACED90C15DH 200 0.5 (77) 1334 DIRECT 6.8 52 115/1 3 21-1540.06
FAN -ON, COOLING SETPOINT - 68°F EF 15 GC-148 100 0.5 (43) 1042 DIRECT 2.5 23 115/1 ISSUED DATE:
NOTES: 10/21/2022 2:10:05 PM
1. FURNISH FAN WITH FACTORY MOUNTED DISCONNECT, BACKDRAFT DAMPER, FAN SPEED CONTROLLER AND ROOF CURB. FAN SHALL BE INTERLOCKED SHEET TITLE:
WITH MAKE UP AIR UNIT (MAU-1) AND CONTROLLED BY BMS.
2. FURNISH FAN WITH FACTORY MOUNTED DISCONNECT, BACKDRAFT DAMPER, FAN SPEED CONTROLLER AND ROOF CURB. FAN CONTROLLED BY SWITCH IN
GUN CLEANING 1B09. MECHANICAL SCHEDULES -
3 FURNISH FAN WITH FACTORY MOUNTED DISCONNECT, BACKDRAFT DAMPER, FAN SPEED CONTROLLER AND ROOF CURB. FAN SHALL BE CONTROLLED BY PHASE 2
BMS.
4 FURNISH FAN WITH FACTORY MOUNTED DISCONNECT, BACKDRAFT DAMPER, FAN SPEED CONTROLLER, ALUMINUM GRILLE, AND ISOLATOR KIT. FAN SPEED
CONTROLLER FURNISHED BY M.C., INSTALLED BY E.C. COORDINATE PRIOR TO CONSTRUCTION.

M001
Copyright 2020 © JEMA
 planning architecture interior design

LOW PRESSURE RIGID ROUND

INSULATED FLEX DUCT (AS REQUIRED) ARCHITECT
(MAXIMUM 8-0" LONG)
AIRFLOW JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
S CONTACT: MATT SUTHERLAND
WALL
T: 314-531-7400
SPIN-IN WITH LOCKING FLOOR/ROOF E: MSUTHERLAND@JEMASTL.COM
QUADRANT DAMPER CONSTRUCTION 4" MIN.
(TYP.) ABOVE
CEILING DIFFUSER MECHANICAL/ELECTRICAL
(SEE GRILLE, REGISTER G&W ENGINEERING
& DIFFUSER SCHEDULE)
3" MIN. 138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
INSULATED SHEETMETAL DUCT VAV VARIABLE VOLUME BOX
MAINTAIN MIN. 12" CLEARANCE IN CONTACT: BRETT ROSSOMANNO
(MINIMUM 5'-0" LONG) (SEE SCHEDULE) DUCT FREE SIZE
SPIN IN WITH DAMPER FRONT OF DUCT OPENING. T: 314-469-3737
RUBBER VIBRATION ISOLATORS & COORDINATE WITH ALL OTHER E: BROSSOMANNO@GANDWENGINEERING.COM
MAIN DUCT SOUND DAMPENING
3/8" ALL THREAD ROD (TYP. OF 4) RIGID DUCT WITH SLEEVE INSULATION 3" MIN. TRADES TO ENSURE THIS INSULATION ON INTERIOR
STRAIGHT RIGID ROUND DUCT (1-1/2"x1-1/2" PCF DENSITY WITH "FSK" LINE-OF-SIGHT CLEARANCE IS MAINTAINED
OWNER'S REPRESENTATIVE
(MIN. 3 DIAMETERS) VAPOR BARRIER) NAVIGATE BUILDING SOLUTIONS
TRANSITION TO VAV INLET DIAMETER POINT IN DIRECTION OF INSTALL ABOVE CEILING
RETURN AIR FAN INTAKE 8419 MANCHESTER ROAD
MEDIUM PRESSURE INSULATED FLEX 1/2" ACOUSTICAL BRENTWOOD, MO 63144
WHERE POSSIBLE
(MAXIMUM 3'-0" LONG) STAINLESS STEEL BANDING LINING NO INSULATION ON OUTSIDE CONTACT: DAVID LOWELL
90° ADJUSTABLE ELBOW, PULL 8" MIN. HEIGHT AS REQ'D TO 6" MIN.
STRAP (TYP.) DUCT FREE SIZE OBD OF TRANSFER AIR DUCT T: 314-517-0935
SHEETMETAL BEVELED SHOE TAP SLEEVE INSULATION OVER ELBOW CLEAR WORK OF E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
PULL SLEEVE INSULATION OVER
TO GRILLE CONNECTION, SEAL OTHER TRADES
SPIN IN, SEAL WITH TIE WRAP. INSULATION AS 2'-2" MIN.
WITH TIE WRAP. CONNECT WITH
MAIN RECTANGULAR SUPPLY DUCT SHEET METAL SCREWS 4 SCHEDULED RETURN AIR DEVICE CEILING (TYP SIZE 12"x12")
(MEDIUM PRESSURE) AIR FLOW LOCATIONS AT COLLAR STANDARD CEILING GRID SUPPORT PATTERN AS SCHEDULED
3" BATT. INSULATION T-BAR CEILING SUPPORT, 4'-2" MIN.
AROUND GRILLE FACE WHERE APPLICABLE (TYP SIZE 32"x14")
TITUS "TDC" LAY-IN DIFFUSER PER SCHEDULE METAL NOSING AT LEADING
EDGE OF DUCT LINER
PLAN VIEW
1
VAV UNIT INSTALLATION DETAIL 2
LAY-IN CEILING DIFFUSER & BRANCH DUCT TYPICAL DIMENSION FOR 12"x12" & 32"x14" OPENINGS
138 Weldon Parkway St. Louis, MO 63043
M002 NO SCALE M002 NO SCALE (314) 469-3737 www.GandWengineering.com
3
TRANSFER/RETURN AIR BOOT Project Number: 2021-0356.03
M002 NO SCALE
10-21-2022
1-5/8" STRUT
OF MI S SO
STUD OR 1/4" DIA MACHINE BOLT, TE

A
MASONRY

UR
WASHER, NUT KEVIN S.

ST
WALL

I
GRIESEMER
PIPE FULL SIZE OF UNIT
DRAIN CONNECTION PIPE SHALL MOVE FREELY
UNDER CLAMP

R
ANGLE REINFORCING -

P RO
NUMBER

EE
REMOVABLE CAP RIVET TO DUCT PE-23628

IN
NOTES:

FE
SS
1. LOCATE TRAPS SO AS TO BE NEOPRENE INSERT FOR METAL I ONA L E NG
ACCESSIBLE FOR CLEANING. U-CLAMP PER SCREEN
MANUFACTURER'S FRAME DUCT
2. HEIGHT SHALL BE EQUAL TO FAN STANDARDS FOR PIPE SIZE
REMOVABLE CAP NOTE:
STATIC PRESSURE, PLUS 1". NOTED. EXISTING FROM NUT &
VALVES & FITTINGS TO BE
GAS METER BOLT
LOCATED WITHIN 6'-0" OF 135
2" MIN. 3. TERMINATE CONDENSATE LINE VIA SIZE PER PLANS EQUIPMENT CONNECTION. °M IN.
INDIRECT CONNECTION TO 1/2"x1/2" WIRE
NEAREST: ROOF DRAIN, GUTTER, 2-1/2" MESH SCREEN
OR FLOOR DRAIN. EMBED MIN. PROVIDE A MINIMUM OF 18" EXTERIOR RATED
FLOW STAINLESS STEEL/JACKETED FLEXIBLE GAS CSST
SHUT-OFF PRESSURE TAPS MIN. 10 BAND CLAMP
4. VERIFY MFR. REQUIREMENT FOR VALVE PIPE AS A FINAL CONNECTION TO EQUIPMENT.
PIPE DIAMETERS
SEE P-TRAP, UNIT MAY CONTAIN TYPE "L" COPPER GAS GAS PIPE SHALL COMPLY WITH NATIONAL FUEL
45° MIN. GAS CODE ANSI Z223.1 AND NFPA 54 PRE-FORMED FLASHING BY
NOTE 2 INTERNAL TRAP. PIPING WITH BRAZED
G ROOFING MEMBRANE
FITTINGS 18" MIN. MANUFACTURER
2" AIR GAP 5. PROVIDE MINIMUM 2" AIR GAP @
DRAIN TERMINATION.
EQUIPMENT CABINET G FLASHING SEALED TO
1/4" DIA LAG SCREW - STUD ROOF MEMBRANE BY
1/4" DIA EXPANSION ANCHOR - ROOFING CONTRACTOR
MASONRY DIRT LEG 6" UNION TO EQUIPMENT

CITY OF ST. CHARLES POLICE DEPARTMENT

MIN
4
COOLING EQUIPMENT CONDENSATE DRAIN TRAP NOTE:
LBS. TO INCHES GAS PRESSURE
REGULATOR. SEE PLAN FOR
CONNECTION SIZE PER
MANUFACTURER'S
M002 NO SCALE 1. INSTALL SUPPORTS ACCORDING TO INTERNATIONAL CAPACITY REQUIRED. VENT AS DATA
FUEL GAS CODE 2009 EDITION. CAP ROOFING & RIGID
REQUIRED; MIN. 5' FROM IGNITION
INSULATION
SOURCE AND MIN. 2' ABOVE
2. THIS DETAIL IS SIMILAR FOR PIPING ROUTED ROOF WITH TURNED DOWN ROOF DECK
HORIZONTALLY ON FINISHED CEILING. SCREENED FITTING
DUCTILE PIPE, NOMINAL SIZE SPACING OF
OF PIPE (IN.) SUPPORTS (FT.)

St Charles, MO 63303
1781 Zumbehl Road
1/2" 6 (EACH EQUIPMENT ITEM)
3/4" OR 1" 8
1-1/4" OR LARGER
10
(HORIZONTAL)
6
GAS PIPING CONNECTION DETAIL 7
GOOSENECK DETAIL
M002 NO SCALE M002 NO SCALE

5
GAS PIPE SUPPORT DETAIL
M002 NO SCALE

RECTANGULAR DUCT HANGER SCHEDULE

PAIR SPACING: 10 FT. 8 FT. 5 FT. 4 FT. UNIT GASKET
DUCT
WIRE/ WIRE/ WIRE/ WIRE/ UNIT
PERIMETER, STRAP STRAP STRAP STRAP PERIMETER FRAME
ROD ROD ROD ROD
MAXIMUM HALF DUCT SUPPORT
IN. x GA IN. x GA IN. x GA IN. x GA WOOD STRUCTURAL FOR PROJECTS WITH
P/2 = 30" 10 GA 12 GA 12 GA
1 x 22 1 x 22 10 GA 1 x 22 1 x 22 FRAMING OR BLOCKING WOOD FRAMING FLEX CONNECTION (BY M.C.) HOLD DOWN (AS REQ'D)
(.135") (.135") (.106") (.106")
P/2 = 72" 1 x 18 3/8" 1 x 20 1/4" 1 x 22 1/4" 1 x 22 1/4"
P/2 = 96" 1 x 16 3/8" 1 x 18 3/8" 1 x 20 3/8" 1 x 22 1/4" (E)CEILING (E)CEILING
P/2 = 120" 1.5 x 16 1/2" 1 x 16 3/8" 1 x 18 3/8" 1 x 20 1/4" GYP. BD. DUCT (BY M.C.)
P/2 = 168" 1.5 x 16 1/2" 1.5 x 16 1/2" 1 x 16 3/8" 1 x 18 3/8" DSHP HIGH WALL
FAN COIL UNIT PERIMETER FLASHING
P/2 = 192" NONE 1/2" 1.5 x 16 1/2" 1 x 16 3/8" 1 x 16 3/8"
P/2 = 193"+ SPECIAL ANALYSIS REQUIRED 1" STATIC DEFLECTION
ISOLATOR & EARTHQUAKE
SINGLE HANGER MAXIMUM ALLOWABLE LAP JOINED STRAPS, MINIMUM
RESTRAINT BULB SEAL
LOAD FASTENERS (PLACE FASTENERS IN FASTEN MOUNTING
SERIES, NOT SIDE BY SIDE): BRACKET TO (E) WALL RIGID INSULATION APPLIED BY WOOD NAILER
WIRE/ STRAP FASTENERS 1-1/2" x #8 SMS WITH STUDS WITH 1/4"x3" MECH. CONTR.
STRAP WEIGHT WEIGHT
ROD IN.xGA QTY - SIZE LONG LAG SCREWS CURB
WASHER
IN. x GA LBS. ø(IN.) LBS. (2) - #10 SMS or ROOFING MATERIAL (BY
1x18, 20, 22 OTHERS)
1 x 22 260 0.106 80 (1) - 1/4"ø BOLT MOUNTING BRACKET. 4" SOUND BATT
1 x 20 320 0.135 120 1x16 (2) - 1/4"ø BOLT WASHERS MAY BE OMITTED WITH 100 (E)WALL STUDS SUPPLIED BY INSULATION "U.S.G." CANT BY ROOFING PERMIT SET
LB MAX LOAD ON 22 GA STRAP WHEN 16" ON CENTER MANUFACTURER TYPE THERMAFIBER OR CONTR.
1 x 18 420 0.162 160 1.5x16 (2) - 3/8"ø
1 x 16 700 1/4 270
FOLDED EQUAL BY MECH. CONTR. 10/21/2022
1.5 x 16 1100 3/8 680 REVISIONS
1/2 1250 (E) WALL
(2) LAYERS 5/8" DRYWALL ALTERNATE 3-1/2"x3-1/2"x5/16" ANGLE WELDED TO
5/8 2000 STRUCTURAL STEEL. SEE NO. DATE DESCRIPTION
SEAMS, BY MECH CONTR.
3/4 3000 ARCHITECTURAL AND STRUCTURAL
3-1/2"x3-1/2"x5/16" ANGLE WELDED TO PLANS FOR ANY DEVIATION FROM
NOTE: TABLE ALLOWS FOR DUCT WEIGHT, 1 LB./SQ. FT. INSULATION WEIGHT, (E)FLOOR (E)FLOOR ANGLE SIZES
AND NORMAL REINFORCEMENT AND TRAPEZE WEIGHT. STRUCTURAL STEEL. AROUND SUPPLY
AIR AND RETURN AIR DUCT DROPS
STRUCTURE
BAR JOIST OR OTHER FRONT VIEW SIDE VIEW
NOT REQUIRED FOR DUCTWORK WITH LESS THAN STRUCTURAL COMPONENT NOTE:
HANGER STRAPS 6 SQ. FT. CROSS-SECTIONAL AREA CONTRACTOR SHALL SHIM CURB DEAD
(SEE CHART) LEVEL AS REQUIRED.
12"
MAX.
60" MAX. UNLESS FOOT OF STRAP
9
DSHP MOUNTING DETAIL (INDOOR UNIT)
IS PLACED UNDER A M002 NO SCALE
BOTTOM
REINFORCEMENT
10
ROOF CURB DETAIL
GALVANIZED SHEET M002 NO SCALE
METAL STRAP

SCREWS
1"
MIN. STRAP LOAD RATED
WASHER SHEET METAL
WASHER
NUT SCREW
HANGER W/ WASHER

LOAD RATED WASHERS MAY BE OMITTED WITH 100

FASTENERS PLAN NORTH 90.00°
LB MAX LOAD ON 22 GA STRAP WHEN
FOLDED TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
36"ø ISSUED DATE:
24"ø 10/21/2022 2:10:05 PM
MAX.
MAX.
SHEET TITLE:

BAND OF SAME SIZE AS MECHANICAL DETAILS -

HANGER STRAP PHASE 2
8
DUCT HANGER DETAILS
M002 NO SCALE

M002
Copyright 2020 © JEMA
 planning architecture interior design

ARCHITECT
JEMA
2823 OLIVE ST.
ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
PIPE & TUBING SUPPORT SPACING T: 314-531-7400
E: MSUTHERLAND@JEMASTL.COM
NOMINAL PIPE SIZE (IN.) < 1/2 1/2 3/4 1 1-1/2 2 3 4 5 6 8 10 12 14 16 18 20 24
MAXIMUM SUPPORT PIPE 7 7 7 9 10 11 12 14 16 17 19 22 23 25 27 28 30 32
MECHANICAL/ELECTRICAL
SPACING (FT.) TUBING 5 6 7 8 8 9 10 12 13 14 16 - - - - - - - G&W ENGINEERING
FC
138 WELDON PARKWAY
1 NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.
MARYLAND HEIGHTS, MO 63043
CONTACT: BRETT ROSSOMANNO
T: 314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM
INSULATION HANGER
ROD THERMOMETER
AND THERMOWELL OWNER'S REPRESENTATIVE
BLEEDER TO
PROVIDE INSULATION (TYP.) P & T PORT NAVIGATE BUILDING SOLUTIONS
OVERFLOW
SHIELD AND INSERT (TYP.) 8419 MANCHESTER ROAD
WELD FOR ALL PIPING, 8" BRENTWOOD, MO 63144
ADJUSTABLE, MAXIMUM
SWIVEL ROLLER CONTACT: DAVID LOWELL
PIPE 3" T: 314-517-0935
SADDLE HANGER, SEE SPECS INSULATION
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
BAND
ADJUSTABLE ROLLER HANGER BOILER
TYPE 43 IN SPECIFICATIONS
FAN INLET W/ 1" SEE NOTE
WIRE SCREEN HANGER FLOW BELOW
EXISTING 6" LWR ROD SWITCH
INSULATION (VAPOR 3/8"ø HANGER BOILER PUMP (P-1, P-2)
EXISTING 6" LWS BARRIER TYPE
EXISTING RODS WITH 36"
EXISTING 1" 2" REQUIRED FOR LOW MAX. SPACING THERMO WHEEL
MAKE-UP WATER EXISTING STRUCTURAL STEEL GRILLAGE TEMP. PIPE) ON EACH & SENSOR
NOTE:
EXISTING EXISTING 1" 2 GAGE HYDRONIC INDICATOR ASSEMBLY WITH
3/4" CFL 3/4" CFL PROVIDE HIGH COMPRESSIVE 138 Weldon Parkway St. Louis, MO 63043
CHANNEL OR FOUR PORT TRUMPET VALVE. PROVIDE (314) 469-3737 www.GandWengineering.com
STRENGTH INSULATION BLOCKS
2"x2"X1" PRESSURE GAGE, TEST PORT AND 1" Project Number: 2021-0356.03
EXISTING 4" DRAIN & OVERFLOW PIPING UNDER INSULATION SHIELD
ANGLE TUBE WITH ISOLATION VALVES.
FULL SIZE
OF UNIT CONNECTIONS INSULATION SHIELD 1" MAX.
AT HANGER 10-21-2022
TRAPEZE HANGER FOR UP TO 1000
NOTE: ALL OUTDOOR PIPING EXTERNAL TO EVAPORATIVE COOLERS
ADJUSTABLE CLEVIS HANGER lb. UNIFORM LOAD
SHALL BE INSULATED AND HEAT TRACED, INCLUDING PUMP BODY.
TYPE 1 IN SPECIFICATIONS OF MI S SO
COORDINATE WITH ELECTRICAL CONTRACTOR PRIOR TO ANY WORK. 3
BOILER PIPING SCHEMATIC (B-1 AND B-2) TE

UR
M003 NO SCALE KEVIN S.

ST

I
GRIESEMER
1
FLUID COOLER PIPING DETAIL 2
PIPE HANGER DETAILS

R
P RO
M003 NO SCALE M003 NO SCALE NUMBER

EE
PE-23628

IN
FE
SS
I ONA L E NG

AIR COOLED
CONDENSER
"THY-CURB" (4) SEISMIC
HOLD-DOWN STRAPS 1" NEOPRENE ISOLATION PADS (1)
ATTACHED WITH (10) #10 TEK EACH CORNER
SCREWS (5) EACH SIDE,
PROVIDE SHOP DRAWING
SUBMISSION

WOOD NAILER

CITY OF ST. CHARLES POLICE DEPARTMENT

AIR COOLED
SILICONE CAULK BEFORE ROOFING GASKET CONDENSER
IS
APPLIED. ALL AROUND PIPE(S)
20 GAUGE SHEET METAL CAP NAILER BY CURB MANUFACTURER
ATTACHED WITH SHEET 1" NEOPRENE/CORK ISOLATION PAD
METAL SCREWS 8" OVERHANG BY M.C. (4) REQUIRED
4" DIAMETER
SECURE CAP TO CURB STAINLESS GALV. SHEETMETAL CAP OVER
STEEL DUCT ROOFING TACKED TO WOOD "MICRO METL" TYPE MM475 EQUIPMENT
NAILER SUPPORT FURNISHED AND INSTALLED BY

St Charles, MO 63303
1781 Zumbehl Road
OVERLAP ROOFING UP & HVAC CONTRACTOR. (TYP OF 2) OR
INTO BOX "PATE" EQUAL
PIPE OR CONDUIT ROOFING TO BE LAPPED UP
PREFABRICATED SUPPORT UNDER CAP ROOF INSULATION
ROOF CURB 18 GAUGE 1'-0" MIN.
14" FLASHING 5"X5" STAINLESS STEEL ROOFING
ROOFING AND RIGID 10" MIN BOX WITH 3/4" SLOT
INSULATION ROOFING MATERIAL
(BY ROOFING CONTRACTOR)
125 CFM

ROOF DECK

COUNTER TOP ROOF STRUCTURE

SEAL SEAMS WITH WORKSTATION REFER TO STRUCTURAL AND
EXPANDING FOAM ARCHITECTURAL PLANS FOR
SUPPLEMENTAL FRAMING
NOTES:
1/2" PER FT. CRICKET AT UPPER SIDE OF UNIT TO PROVIDE PROPER ROOF DRAINAGE, BY ROOFING CONTRACTOR.

4
PIPING THRU ROOF DETAIL 5
GUN CLEANING EXHAUST AT WORKSTATION 6
CONDENSING UNIT SUPPORT DETAIL/AIR COOLED CONDENSER SUPPORT DETAIL
M003 NO SCALE M003 NO SCALE M003 NO SCALE

VIBRATION ISOLATOR HANGER RODS

(ONLY FOR FANS > 20 LBS.)
PERMIT SET
INTEGRAL BACKDRAFT DAMPER
EXTEND TO BRICK VENT, LOUVER, 10/21/2022
GOOSENECK, OR ROOF JACK AS
CEILING SHOWN ON PLANS REVISIONS
FAN
NO. DATE DESCRIPTION
DISCHARGE DUCT
WITH FLEX CONNECTOR

GRILLE

7
CEILING EXHAUST FAN
M003 NO SCALE

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 2:10:06 PM

SHEET TITLE:

MECHANCIAL DETAILS -
PHASE 2

M003
Copyright 2020 © JEMA
 GENERAL DEMOLITION NOTES - MECHANICAL
A. DEMOLITION WORK SHALL BE PERFORMED IN MULTIPLE PHASES OF WORK OR AS ONE
PHASE OF WORK AS DETERMINED BY THE OWNER AND CONTRACTOR. COORDINATION
OF DEMOLITION PHASING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
planning architecture interior design
CONTRACTOR SHALL VERIFY THE EXTENT OF PHASING REQUIRED FOR THE DEMOLITION
WORK PRIOR TO SUBMITTING A BID.

B. THE OWNER RESERVES THE RIGHT TO CEASE ANY OR ALL DEMOLITION WORK AT ANY ARCHITECT
TIME WHEN SUCH WORK INTERFERES WITH THE OPERATION OF THE OWNER'S FACILITY, JEMA
AND/OR CREATES A HEALTH OR SAFETY RISK TO VISITORS OR THE OWNER'S 2823 OLIVE ST.
EMPLOYEES. ST. LOUIS, MO 63103
CONTACT: MATT SUTHERLAND
C. CONTRACTOR SHALL NOT COMMENCE ANY DEMOLITION WORK INVOLVING EXISTING T: 314-531-7400
MECHANICAL SYSTEMS WITHOUT THE APPROVAL OF THE OWNER.
E: MSUTHERLAND@JEMASTL.COM
D. CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO DEMOLITION WORK AND
INFORM OWNER AND ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH MECHANICAL/ELECTRICAL
WORK. G&W ENGINEERING
138 WELDON PARKWAY
E. UNLESS OTHERWISE NOTED, EXISTING DUCT, SUPPLY DIFFUSERS, RETURN AIR MARYLAND HEIGHTS, MO 63043
GRILLES, TRANSFER AIR GRILLES, TERMINAL UNITS AND HVAC CONTROLS SHALL CONTACT: BRETT ROSSOMANNO
REMAIN AND BE REUSED. PROTECT FROM DUST AND DAMAGE. T: 314-469-3737
E: BROSSOMANNO@GANDWENGINEERING.COM
F. TURN OVER TO OWNER OR PROPERLY DISPOSE OF ANY REMAINING REMOVED AIR
DEVICES AFTER RELOCATED DEVICES ARE ACCOUNTED FOR.
OWNER'S REPRESENTATIVE
G. CONTRACTOR SHALL COORDINATE ALL WORK WITH POLICE DEPARTMENT STAFF PRIOR NAVIGATE BUILDING SOLUTIONS
TO SCHEDULING WORK IN ORDER TO COMPLY WITH DEPARTMENT SECURITY POLICIES 8419 MANCHESTER ROAD
AND PROCEDURES. SOME AREAS OF THE BUILDING REQUIRE MORE INTENSIVE BRENTWOOD, MO 63144
SECURITY, AND COORDINATION WITH POLICE DEPARTMENT STAFF IN THESE AREAS IS CONTACT: DAVID LOWELL
IMPERATIVE. T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

# PLAN NOTES - MECHANICAL

1. EXISTING BOILER AND ASSOCIATED INLINE PUMPS SHALL BE REMOVED IN THEIR ENTIRETY.
TEMPORARILY CAP PIPING CONNECTIONS UNTIL NEW BOILER AND NEW INLINE PUMPS ARE
INSTALLED.

2. EXISTING LOOPWATER PUMP SHALL BE REMOVED IN ITS ENTIRETY. TEMPORARILY CAP

PIPING CONNECTIONS UNTIL NEW PUMP IS INSTALLED.

3. EXISTING TO REMAIN. 138 Weldon Parkway St. Louis, MO 63043

(314) 469-3737 www.GandWengineering.com
Project Number: 2021-0356.03

10-21-2022

OF MI S SO
TE

UR
KEVIN S.

ST

I
GRIESEMER

R
P RO
NUMBER

EE
PE-23628

IN
FE
SS
I ONA L E NG

E F F.3 G H J K L K.9 M M.3 M.7

8 8

CITY OF ST. CHARLES POLICE DEPARTMENT

St Charles, MO 63303
1781 Zumbehl Road
9 9
EX
3
HP-B01

EX
2
LWP-1

HVAC
B004
EX
2
LWP-2
EX
1
B-2

EX
1
B-1

10 10

E F F.3 G H J K L K.9 M M.3 M.7

N PERMIT SET
BASEMENT DEMOLITION PLAN - MECHANICAL - PHASE 2 10/21/2022
SCALE: 1/8" = 1'-0"
REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 2:09:59 PM

SHEET TITLE:

BASEMENT DEMO PLAN -

MECHANICAL - PHASE 2

KEYPLAN

DM100
Copyright 2020 © JEMA
 GENERAL DEMOLITION NOTES - MECHANICAL
A. DEMOLITION WORK SHALL BE PERFORMED IN MULTIPLE PHASES OF WORK OR AS ONE
PHASE OF WORK AS DETERMINED BY THE OWNER AND CONTRACTOR. COORDINATION
OF DEMOLITION PHASING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
planning architecture interior design
CONTRACTOR SHALL VERIFY THE EXTENT OF PHASING REQUIRED FOR THE DEMOLITION
WORK PRIOR TO SUBMITTING A BID. REMOVE ALL DASHED DUCTWORK UNLESS NOTED
OTHERWISE.
ARCHITECT
B. THE OWNER RESERVES THE RIGHT TO CEASE ANY OR ALL DEMOLITION WORK AT ANY JEMA
TIME WHEN SUCH WORK INTERFERES WITH THE OPERATION OF THE OWNER'S FACILITY, 2823 OLIVE ST.
AND/OR CREATES A HEALTH OR SAFETY RISK TO VISITORS OR THE OWNER'S ST. LOUIS, MO 63103
EMPLOYEES. CONTACT: MATT SUTHERLAND
T: 314-531-7400
C. CONTRACTOR SHALL NOT COMMENCE ANY DEMOLITION WORK INVOLVING EXISTING E: MSUTHERLAND@JEMASTL.COM
A B B.3 C D E F F.3 G H J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P.1
P MECHANICAL SYSTEMS WITHOUT THE APPROVAL OF THE OWNER.

D. CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO DEMOLITION WORK AND MECHANICAL/ELECTRICAL
1 1 INFORM OWNER AND ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH G&W ENGINEERING
WORK. 138 WELDON PARKWAY
MARYLAND HEIGHTS, MO 63043
E. UNLESS OTHERWISE NOTED, EXISTING DUCT, SUPPLY DIFFUSERS, RETURN AIR CONTACT: BRETT ROSSOMANNO
GRILLES, TRANSFER AIR GRILLES, TERMINAL UNITS AND HVAC CONTROLS SHALL T: 314-469-3737
REMAIN AND BE REUSED. PROTECT FROM DUST AND DAMAGE. E: BROSSOMANNO@GANDWENGINEERING.COM

F. TURN OVER TO OWNER OR PROPERLY DISPOSE OF ANY REMAINING REMOVED AIR

DEVICES AFTER RELOCATED DEVICES ARE ACCOUNTED FOR. OWNER'S REPRESENTATIVE
NAVIGATE BUILDING SOLUTIONS
G. CONTRACTOR SHALL COORDINATE ALL WORK WITH POLICE DEPARTMENT STAFF PRIOR 8419 MANCHESTER ROAD
TO SCHEDULING WORK IN ORDER TO COMPLY WITH DEPARTMENT SECURITY POLICIES BRENTWOOD, MO 63144
AND PROCEDURES. SOME AREAS OF THE BUILDING REQUIRE MORE INTENSIVE CONTACT: DAVID LOWELL
SECURITY, AND COORDINATION WITH POLICE DEPARTMENT STAFF IN THESE AREAS IS T: 314-517-0935
IMPERATIVE. E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

2 2 # PLAN NOTES - MECHANICAL

1. EXISTING TRANSFER DUCT AND FIRE DAMPER SHALL BE REMOVED IN THEIR ENTIRETY.

2. EXISTING AIR DEVICE SHALL BE REMOVED.

3. EXISTING AIR DEVICE AND ASSOCIATED BRANCH DUCTWORK SHALL BE REMOVED.

4. EXISTING THERMOSTAT SHALL BE RELOCATED. SEE DRAWING 2M1.01A FOR NEW LOCATION.
138 Weldon Parkway St. Louis, MO 63043
2.6 2.6 5. EXISTING HEAT PUMP SHALL BE REMOVED IN ITS ENTIRETY, INCLUDING ASSOCIATED
(314) 469-3737 www.GandWengineering.com
Project Number: 2021-0356.03
THERMOSTAT. PREPARE THERMOSTAT LOCATION FOR NEW THERMOSTAT INSTALLATION,
ONCE NEW UNIT HAS BEEN INSTALLED. EXISTING DUCTWORK AND LOOP WATER PIPING
SHALL REMAIN IN TACT AND BE PREPARED FOR NEW WORK SHOWN ON DRAWING M101B. 10-21-2022
EXISTING LIGHT FIXTURE SHALL BE TEMPORARILY RELOCATED IN ORDER TO FACILITATE
EXISTING HEAT PUMP REMOVAL AND NEW HEAT PUMP INSTALLATION. ONCE NEW HEAT
3 3 PUMP IS INSTALLED AND FUNCTIONING, EXISTING LIGHT FIXTURE SHALL BE RETURNED TO
IT'S ORIGINAL LOCATION. OF MI S SO
TE

UR
KEVIN S.

ST
6. EXISTING HEAT PUMP SHALL BE REMOVED IN ITS ENTIRETY, INCLUDING ASSOCIATED

I
GRIESEMER
THERMOSTAT. PREPARE THERMOSTAT LOCATION FOR NEW THERMOSTAT INSTALLATION,
ONCE NEW UNIT HAS BEEN INSTALLED. EXISTING DUCTWORK AND LOOP WATER PIPING
SHALL REMAIN IN TACT AND BE PREPARED FOR NEW WORK SHOWN ON DRAWING M101A.

R
P RO
NUMBER

EE
EXISTING LIGHT FIXTURE AND FURNITURE/FIXTURES BELOW THE CEILING SHALL BE PE-23628
3.6 3.6

IN
TEMPORARILY RELOCATED IN ORDER TO FACILITATE EXISTING HEAT PUMP REMOVAL AND

FE
SS
NEW HEAT PUMP INSTALLATION. ONCE NEW HEAT PUMP IS INSTALLED AND FUNCTIONING, I ONA L E NG
EXISTING LIGHT FIXTURE AND FURNITURE/FIXTURES SHALL BE RETURNED TO IT'S ORIGINAL
LOCATION.

4 4 7. EXISTING HEAT PUMP SHALL BE REMOVED IN ITS ENTIRETY, INCLUDING ASSOCIATED

THERMOSTAT. PREPARE THERMOSTAT LOCATION FOR NEW THERMOSTAT INSTALLATION,
ONCE NEW UNIT HAS BEEN INSTALLED. EXISTING DUCTWORK AND LOOP WATER PIPING
SHALL REMAIN IN TACT AND BE PREPARED FOR NEW WORK SHOWN ON DRAWING M101A.
EXISTING SPRINKLER PIPING/SPRINKLER HEAD, LIGHT FIXTURE, AND FURNITURE/FIXTURES
BELOW THE CEILING SHALL BE TEMPORARILY RELOCATED IN ORDER TO FACILITATE EXISTING
HEAT PUMP REMOVAL AND NEW HEAT PUMP INSTALLATION. ONCE NEW HEAT PUMP IS
INSTALLED AND FUNCTIONING, EXISTING SPRINKLER PIPING/SPRINKLER HEAD, LIGHT
FIXTURE, AND FURNITURE/FIXTURES SHALL BE RETURNED TO THEIR ORIGINAL LOCATION.

8. EXISTING HEAT PUMP SHALL BE REMOVED IN ITS ENTIRETY, INCLUDING ASSOCIATED

5 5 THERMOSTAT. PREPARE THERMOSTAT LOCATION FOR NEW THERMOSTAT INSTALLATION,
ONCE NEW UNIT HAS BEEN INSTALLED. EXISTING DUCTWORK AND LOOP WATER PIPING
5.1 5.1 SHALL REMAIN IN TACT AND BE PREPARED FOR NEW WORK SHOWN ON DRAWING M101B.
6 6 EXISTING SPRINKLER PIPING/SPRINKLER HEAD, LIGHT FIXTURE, AND FURNITURE/FIXTURES
2 BELOW THE CEILING SHALL BE TEMPORARILY RELOCATED IN ORDER TO FACILITATE EXISTING
R3

CITY OF ST. CHARLES POLICE DEPARTMENT

13 (E) 8Ø HEAT PUMP REMOVAL AND NEW HEAT PUMP INSTALLATION. ONCE NEW HEAT PUMP IS
(E) 4Ø INSTALLED AND FUNCTIONING, EXISTING SPRINKLER PIPING/SPRINKLER HEAD, LIGHT
T HP-110 (E) 4Ø FIXTURE, AND FURNITURE/FIXTURES SHALL BE RETURNED TO THEIR ORIGINAL LOCATION.
11
7 9. EXISTING SUPPLY AIR DUCT AND ASSOCIATED AIR DEVICES SHALL BE REMOVED. PREPARE
HP 3 HEAT PUMP FOR NEW DUCT CONNECTIONS AS SHOWN ON DRAWING M101A.
109 (E) 8Ø R1
10. EXISTING DUCTWORK SHALL BE REMOVED TO POINT INDICATED. PREPARE REMAINING
DUCTWORK FOR NEW CONNECTIONS AS SHOWN ON DRAWING M101B.
7 7

St Charles, MO 63303
11. EXISTING GUN CLEANING EXHAUST SHALL BE REMOVED TO POINT INDICATED. EXISTING

1781 Zumbehl Road

VERTICAL RISER AND FAN ON ROOF TO REMAIN.

12. EXISTING EXHAUST GRILLE AND ASSOCIATED BRANCH DUCTWORK SHALL BE REMOVED AND
13 RELOCATED. PREPARE FOR NEW WORK AS SHOWN ON DRAWING M101A.
EX
HP-110 13. EXISTING RETURN GRILLE SHALL BE REMOVED AND RELOCATED. PREPARE FOR NEW WORK
EX AS SHOWN ON DRAWING M101A.
14 EX
UH-6
HP-113
14. EXISTING UNIT HEATER SHALL BE REMOVED.
8 8
15. EXISTING RETURN AIR TRANSFER TO BE REMOVED.
15

T HP-113

9 9

HP-122 T
R3
HP 5
122

10 10

HP
9 6
116 PERMIT SET
HP-116 T
R1 10/21/2022
(E) 10x10 4
(E) 8x6

12 10 HP-125 T R2
EX 3 EX REVISIONS
HP-108 (E) 8Ø (E) 8Ø HP-118
(E) 12x12 9 NO. DATE DESCRIPTION
10 (E) 14Ø 13
EX
(E) 14Ø
10 1 (E) 8Ø (E) 10x10
HP-107 3
(E) 10x10 10 3
(E) 12x12

(E) 10x10 (E) 14Ø

T HP-108 (E) T HP-128
HP-118 T
11 11
(E) 14x14

T HP-107 4 10
(E) 6Ø
(E) 14Ø

4 (E) 10Ø HP 5
9 10 3 125
EX
HP
2 HP-117 8
3 3 128
(E) 10Ø 9
(E) 16x16
(E) 12x12

(E) 12x12
1
(E) 18x18

(E) 14Ø
1 (E) 8x8
2 1 T HP-117
4
T (E) 10Ø (E) 8Ø 4
HP-106 3
2
(E) 18x18
3 3 (E) 8x8 3 3 (E) 8Ø
9 EX (E) 10Ø
HP-106

12 12
R2 PLAN NORTH 90.00°
A B B.3 C D E F F.3 G H J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P.1
P TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
N ISSUED DATE:
10/21/2022 2:10:02 PM

FIRST FLOOR CEILING DEMOLITION PLAN - MECHANICAL - PHASE 2 SHEET TITLE:

SCALE: 3/32" = 1'-0"

FIRST FLOOR CEILING DEMO
PLAN - MECHANICAL - PHASE
2

KEYPLAN
DM101
Copyright 2020 © JEMA
 GENERAL DEMOLITION NOTES - MECHANICAL # PLAN NOTES - MECHANICAL
A. DEMOLITION WORK SHALL BE PERFORMED IN MULTIPLE PHASES OF WORK OR AS ONE PHASE 1. EXISTING HEAT PUMP SHALL BE REMOVED IN ITS ENTIRETY, INCLUDING
OF WORK AS DETERMINED BY THE OWNER AND CONTRACTOR. COORDINATION OF DEMOLITION ASSOCIATED THERMOSTAT. PREPARE THERMOSTAT LOCATION FOR NEW
PHASING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY THERMOSTAT INSTALLATION, ONCE NEW UNIT HAS BEEN INSTALLED. EXISTING
THE EXTENT OF PHASING REQUIRED FOR THE DEMOLITION WORK PRIOR TO SUBMITTING A BID. DUCTWORK SHALL REMAIN IN TACT AND BE PREPARED FOR NEW WORK SHOWN
REMOVE ALL DASHED DUCTWORK UNLESS NOTED OTHERWISE. ON DRAWING M102. EXISTING CONDENSATE PIPING AND LOOP WATER PIPING planning architecture interior design
SHALL BE TEMPORARILY RELOCATED IN ORDER TO FACILITATE EXISTING HEAT
B. THE OWNER RESERVES THE RIGHT TO CEASE ANY OR ALL DEMOLITION WORK AT ANY TIME PUMP REMOVAL AND NEW HEAT PUMP INSTALLATION. ONCE NEW HEAT PUMP IS
WHEN SUCH WORK INTERFERES WITH THE OPERATION OF THE OWNER'S FACILITY, AND/OR INSTALLED AND FUNCTIONING, EXISTING CONDENSATE PIPING AND LOOP WATER
CREATES A HEALTH OR SAFETY RISK TO VISITORS OR THE OWNER'S EMPLOYEES. PIPING SHALL BE RETURNED TO IT'S ORIGINAL LOCATION. ARCHITECT
JEMA
C. CONTRACTOR SHALL NOT COMMENCE ANY DEMOLITION WORK INVOLVING EXISTING 2. EXISTING HEAT PUMP SHALL BE REMOVED IN ITS ENTIRETY, INCLUDING 2823 OLIVE ST.
MECHANICAL SYSTEMS WITHOUT THE APPROVAL OF THE OWNER. ASSOCIATED THERMOSTAT. PREPARE THERMOSTAT LOCATION FOR NEW ST. LOUIS, MO 63103
THERMOSTAT INSTALLATION, ONCE NEW UNIT HAS BEEN INSTALLED. EXISTING CONTACT: MATT SUTHERLAND
D. CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO DEMOLITION WORK AND INFORM DUCTWORK AND LOOP WATER PIPING SHALL REMAIN IN TACT AND BE PREPARED T: 314-531-7400
OWNER AND ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. FOR NEW WORK SHOWN ON DRAWING M102. EXISTING FLEX DUCTWORK AND E: MSUTHERLAND@JEMASTL.COM
FIRE ALARM STROBE SHALL BE TEMPORARILY RELOCATED IN ORDER TO
E. UNLESS OTHERWISE NOTED, EXISTING DUCT, SUPPLY DIFFUSERS, RETURN AIR GRILLES, FACILITATE EXISTING HEAT PUMP REMOVAL AND NEW HEAT PUMP INSTALLATION.
TRANSFER AIR GRILLES, TERMINAL UNITS AND HVAC CONTROLS SHALL REMAIN AND BE ONCE NEW HEAT PUMP IS INSTALLED AND FUNCTIONING, EXISTING FLEX MECHANICAL/ELECTRICAL
REUSED. PROTECT FROM DUST AND DAMAGE. DUCTWORK AND FIRE ALARM STROBE SHALL BE RETURNED TO IT'S ORIGINAL G&W ENGINEERING
LOCATION. 138 WELDON PARKWAY
F. TURN OVER TO OWNER OR PROPERLY DISPOSE OF ANY REMAINING REMOVED AIR DEVICES MARYLAND HEIGHTS, MO 63043
AFTER RELOCATED DEVICES ARE ACCOUNTED FOR. 3. EXISTING HEAT PUMP SHALL BE REMOVED IN ITS ENTIRETY, INCLUDING CONTACT: BRETT ROSSOMANNO
ASSOCIATED THERMOSTAT. PREPARE THERMOSTAT LOCATION FOR NEW T: 314-469-3737
G. CONTRACTOR SHALL COORDINATE ALL WORK WITH POLICE DEPARTMENT STAFF PRIOR TO THERMOSTAT INSTALLATION, ONCE NEW UNIT HAS BEEN INSTALLED. EXISTING E: BROSSOMANNO@GANDWENGINEERING.COM
SCHEDULING WORK IN ORDER TO COMPLY WITH DEPARTMENT SECURITY POLICIES AND DUCTWORK AND LOOP WATER PIPING SHALL REMAIN IN TACT AND BE PREPARED
PROCEDURES. SOME AREAS OF THE BUILDING REQUIRE MORE INTENSIVE SECURITY, AND FOR NEW WORK SHOWN ON DRAWING M102. EXISTING SPRINKLER PIPING AND
COORDINATION WITH POLICE DEPARTMENT STAFF IN THESE AREAS IS IMPERATIVE. LIGHT FIXTURE SHALL BE TEMPORARILY RELOCATED IN ORDER TO FACILITATE OWNER'S REPRESENTATIVE
EXISTING HEAT PUMP REMOVAL AND NEW HEAT PUMP INSTALLATION. ONCE NEW NAVIGATE BUILDING SOLUTIONS
A B B.3 C D E F F.3 G H J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1 P.3 HEAT PUMP IS INSTALLED AND FUNCTIONING, EXISTING SPRINKLER PIPING AND 8419 MANCHESTER ROAD
LIGHT FIXTURE SHALL BE RETURNED TO THEIR ORIGINAL LOCATION. BRENTWOOD, MO 63144
CONTACT: DAVID LOWELL
4. EXISTING HEAT PUMP SHALL BE REMOVED IN ITS ENTIRETY, INCLUDING T: 314-517-0935
1 1 ASSOCIATED THERMOSTAT. PREPARE THERMOSTAT LOCATION FOR NEW E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
THERMOSTAT INSTALLATION, ONCE NEW UNIT HAS BEEN INSTALLED. EXISTING
DUCTWORK AND LOOP WATER PIPING SHALL REMAIN IN TACT AND BE PREPARED
FOR NEW WORK SHOWN ON DRAWING M102. EXISTING CONDENSATE PIPING AND
LIGHT FIXTURE SHALL BE TEMPORARILY RELOCATED IN ORDER TO FACILITATE
EXISTING HEAT PUMP REMOVAL AND NEW HEAT PUMP INSTALLATION. ONCE NEW
HEAT PUMP IS INSTALLED AND FUNCTIONING, EXISTING CONDENSATE PIPING
AND LIGHT FIXTURE SHALL BE RETURNED TO THEIR ORIGINAL LOCATION.

5. EXISTING DUCTWORK SHALL BE REMOVED TO POINT INDICATED. PREPARE

REMAINING DUCTWORK FOR NEW CONNECTIONS AS SHOWN ON M102.
138 Weldon Parkway St. Louis, MO 63043
6. EXISTING AIR DEVICE SHALL BE RELOCATED. SEE DRAWING M102 FOR NEW (314) 469-3737 www.GandWengineering.com
LOCATION. Project Number: 2021-0356.03

2 2 10-21-2022

OF MI S SO
TE

UR
KEVIN S.

ST

I
GRIESEMER

R
P RO
NUMBER
2.6 2.6

EE
PE-23628

IN
FE
SS
I ONA L E NG

3 3

3.6 3.6

4 4

CITY OF ST. CHARLES POLICE DEPARTMENT

5 5

St Charles, MO 63303
5.1 5.1

1781 Zumbehl Road

6 6

R1

7 7

R3

8 8

13

9 9

PERMIT SET
10/21/2022
R3 REVISIONS
NO. DATE DESCRIPTION

10 10

T HP-211

HP
HP R1
HP 211
201
208
1 R2
3
2
HP-201 T
13
(E) 14Ø
HP-219 T T HP-207
HP-208 T (E) 14Ø
HP-220

11 5 11
EX
HP-219 HP 6
4
207

PLAN NORTH 90.00°

T HP-204
EX TRUE NORTH 90.00°
HP-204
PROJECT NO. ISSUED BY:
21-1540.06
ISSUED DATE:
EX
10/21/2022 2:10:03 PM
HP-220
SHEET TITLE:

12 12 SECOND FLOOR CEILING

DEMOLITION PLAN -
R2 P.3
A B B.3 C D E F F.3 G H J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1 MECHANICAL - PHASE 2
N
SECOND FLOOR CEILING DEMOLITION PLAN - MECHANICAL - PHASE 2
SCALE: 3/32" = 1'-0"
KEYPLAN
DM102
Copyright 2020 © JEMA
 GENERAL DEMOLITION NOTES - MECHANICAL planning architecture interior design

A. DEMOLITION WORK SHALL BE PERFORMED IN MULTIPLE PHASES OF WORK OR AS ONE PHASE

OF WORK AS DETERMINED BY THE OWNER AND CONTRACTOR. COORDINATION OF DEMOLITION
PHASING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY ARCHITECT
THE EXTENT OF PHASING REQUIRED FOR THE DEMOLITION WORK PRIOR TO SUBMITTING A BID. JEMA
REMOVE ALL DASHED EQUIPMENT UNLESS NOTED OTHERWISE. 2823 OLIVE ST.
A B B.3 C D E F F.3 G H J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1 P.3 ST. LOUIS, MO 63103
B. THE OWNER RESERVES THE RIGHT TO CEASE ANY OR ALL DEMOLITION WORK AT ANY TIME CONTACT: MATT SUTHERLAND
WHEN SUCH WORK INTERFERES WITH THE OPERATION OF THE OWNER'S FACILITY, AND/OR T: 314-531-7400
CREATES A HEALTH OR SAFETY RISK TO VISITORS OR THE OWNER'S EMPLOYEES. E: MSUTHERLAND@JEMASTL.COM
1 1
C. CONTRACTOR SHALL NOT COMMENCE ANY DEMOLITION WORK INVOLVING EXISTING
MECHANICAL/ELECTRICAL
MECHANICAL SYSTEMS WITHOUT THE APPROVAL OF THE OWNER.
G&W ENGINEERING
138 WELDON PARKWAY
D. CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO DEMOLITION WORK AND INFORM
MARYLAND HEIGHTS, MO 63043
OWNER AND ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK.
CONTACT: BRETT ROSSOMANNO
E. UNLESS OTHERWISE NOTED, EXISTING DUCT, SUPPLY DIFFUSERS, RETURN AIR GRILLES, T: 314-469-3737
EX TRANSFER AIR GRILLES, TERMINAL UNITS AND HVAC CONTROLS SHALL REMAIN AND BE E: BROSSOMANNO@GANDWENGINEERING.COM
3
EF-4 REUSED. PROTECT FROM DUST AND DAMAGE.
OWNER'S REPRESENTATIVE
F. TURN OVER TO OWNER OR PROPERLY DISPOSE OF ANY REMAINING REMOVED AIR DEVICES NAVIGATE BUILDING SOLUTIONS
AFTER RELOCATED DEVICES ARE ACCOUNTED FOR. 8419 MANCHESTER ROAD
BRENTWOOD, MO 63144
G. CONTRACTOR SHALL COORDINATE ALL WORK WITH POLICE DEPARTMENT STAFF PRIOR TO CONTACT: DAVID LOWELL
SCHEDULING WORK IN ORDER TO COMPLY WITH DEPARTMENT SECURITY POLICIES AND
2 2 PROCEDURES. SOME AREAS OF THE BUILDING REQUIRE MORE INTENSIVE SECURITY, AND
T: 314-517-0935
E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
COORDINATION WITH POLICE DEPARTMENT STAFF IN THESE AREAS IS IMPERATIVE.

H. EXISTING RECENTLY INSTALLED ROOF STILL UNDER WARANTY THROUGH JEREMY COZART OF
THE GARLAND COMPANY, INC.

2.6 2.6

138 Weldon Parkway St. Louis, MO 63043

(314) 469-3737 www.GandWengineering.com
Project Number: 2021-0356.03

3 3
# PLAN NOTES - MECHANICAL 10-21-2022

1 1. EXISTING ENERGY RECOVERY VENTILATION UNIT SHALL BE REMOVED IN ITS ENTIRETY.

OF MI S SO
EXISTING DUCTWORK SHALL REMAIN AND BE PREPARED FOR CONNECTION TO NEW DOAS TE

A
UNIT AS SHOWN ON DRAWING M103. COORDINATE ELECTRICAL DISCONNECTION WITH

UR
KEVIN S.

ST
ELECTRICAL CONTRACTOR. EXISTING CURB SHALL REMAIN AND BE PREPARED FOR NEW

I
GRIESEMER
3.6 3.6 CURB ADAPTOR FOR NEW DOAS UNIT.

R
2. EXISTING FLUID COOLER SHALL BE REMOVED IN ITS ENTIRETY. EXISTING STRUCTURAL

P RO
NUMBER

EE
STEEL PLATFORM SHALL REMAIN. EXISTING PIPING SHALL REMAIN AND BE PREPARED FOR PE-23628

IN
FE
CONNECTION TO NEW FLUID COOLER AS SHOWN ON DRAWING M103. SS
I ONA L E NG
4 4 3. EXISTING EXHAUST FAN SHALL REMAIN.

5 5
5.1 5.1
6
6 1

EX 2
3 EX
EF-5 3

CITY OF ST. CHARLES POLICE DEPARTMENT

EF-3

R1

7 7
EX
3
EF-6

St Charles, MO 63303
EX

1781 Zumbehl Road

13 EF-1
3

R3

8 8

13
R3
1

9 9

10 10

EX
3
EF-2
R1
R2 PERMIT SET
1
10/21/2022
REVISIONS
NO. DATE DESCRIPTION
1

11 11

12 12

R2 P.3
A B B.3 C D E F F.3 G H J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1
PLAN NORTH 90.00°
TRUE NORTH 90.00°
N PROJECT NO. ISSUED BY:

ROOF DEMOLITION PLAN - MECHANICAL - PHASE 2 ISSUED DATE:

21-1540.06

SCALE: 3/32" = 1'-0" 10/21/2022 2:10:04 PM

SHEET TITLE:

ROOF DEMOLITION PLAN -

MECHANICAL PHASE 2

KEYPLAN
DM103
Copyright 2020 © JEMA
 GENERAL NOTES - MECHANICAL
A. EXISTING DUCT SIZES, DUCT LOCATIONS, EQUIPMENT SIZES, EQUIPMENT LOCATIONS, AND AIR DEVICE SIZES WERE
OBTAINED FROM EXISTING PLANS OR LIMITED SITE OBSERVATIONS AND SHALL BE CONSIDERED APPROXIMATE.
SITE VERIFY EXISTING DIMENSIONS AND LOCATIONS DURING BIDDING PROCESS AND IDENTIFY ANY DISCREPANCIES planning architecture interior design
PREVENTING THE NEW SCOPE OF WORK AS SHOWN.

B. WHERE DUCTS PENETRATE THE ASSEMBLY, FIRE STOP CAULK SHALL BE APPLIED IN ACCORDANCE WITH
ARCHITECT
MANUFACTURER’S INSTALLATION GUIDELINES AND U.L. LISTED TESTING APPROVALS.
JEMA
2823 OLIVE ST.
C. THE MECHANICAL CONTRACTOR SHALL PROTECT ALL OPEN DUCT, PIPING, AND MECHANICAL EQUIPMENT, NEW
ST. LOUIS, MO 63103
AND EXISTING FROM CONSTRUCTION DUST AND DIRT. MECHANICAL SYSTEMS SHALL NOT BE OPERATED DURING
CONTACT: MATT SUTHERLAND
CONSTRUCTION EXCEPT WHERE WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER AND OWNER. WHEN
APPROVAL IS ISSUED, PROTECT EACH RETURN AIR DUCT OPENING WITH MERV 8 FILTERS AND INSTALL MERV 8 T: 314-531-7400
FILTER(S) IN EQUIPMENT FILTER RACK. PRIOR TO TESTING AND BALANCING, REMOVE FILTERS AND INSTALL NEW E: MSUTHERLAND@JEMASTL.COM
MERV 8 FILTERS. AT COMPLETION OF CONSTRUCTION, REMOVE CONSTRUCTION FILTERS AND REPLACE
EQUIPMENT FILTERS WITH NEW FILTERS. MECHANICAL/ELECTRICAL
G&W ENGINEERING
D. OFFSETS AND TRANSITIONS ARE TO BE PROVIDED FOR COORDINATION WITH OTHER SYSTEMS AND THE BUILDING 138 WELDON PARKWAY
STRUCTURE. ELBOWS IN MECHANICAL SYSTEMS DUCTS SHALL BE HELD TO A MINIMUM. COORDINATE LOCATION OF MARYLAND HEIGHTS, MO 63043
DUCTS WITH OTHER TRADE CONTRACTORS PRIOR TO STARTING WORK. CONTACT: BRETT ROSSOMANNO
T: 314-469-3737
E. ADEQUATE SPACE SHALL BE PROVIDED FOR THE FIRE SUPPRESSION SPRINKLER PIPING. COORDINATE DUCT E: BROSSOMANNO@GANDWENGINEERING.COM
ELEVATIONS WITH FIRE SPRINKLER CONTRACTOR PRIOR TO START OF CONSTRUCTION.

F. COORDINATE DUCT OPENINGS IN THE WALL FRAMING WITH THE FRAMING CONTRACTOR OR FOUNDATION OPENING OWNER'S REPRESENTATIVE
WITH FOUNDATION CONTRACTOR PRIOR TO START OF CONSTRUCTION. NAVIGATE BUILDING SOLUTIONS
8419 MANCHESTER ROAD
G. PROVIDE ACCESS PANEL WHERE REQUIRED FOR HVAC DAMPERS AND COMPONENT ACCESS WHEN INSTALLED BRENTWOOD, MO 63144
ABOVE NON-ACCESSIBLE CEILINGS. CONTACT: DAVID LOWELL
T: 314-517-0935
H. COORDINATE ACTUAL ROUTE OF SUPPLY, RETURN, EXHAUST DUCT, AND MECHANICAL PIPING ROUTES IN THE E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
FIELD. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL CONDITIONS.

I. EQUIVALENT AREA DUCTS AND MODIFICATIONS TO LAYOUT ARE ACCEPTABLE BASED ON FIELD CONDITIONS AND
COORDINATION.

J. ALL EXPOSED SUPPLY, RETURN, EXHAUST DUCTWORK AND FITTINGS SHALL HAVE MILL PHOSPHATIZED (PAINT
GRIP) FINISH FOR FIELD PAINTING BY PAINTING CONTRACTOR. DUCT AND FITTING CONSTRUCTION AND
INSTALLATION SHALL BE OIL FREE.

K. COORDINATE LOCATION AND SUPPORTS OF MECHANICAL UNITS WITH OTHER TRADES.

L. WHERE WALLS ARE EXTENDED UP TO DECK REPLACE FLEX DUCTS WITH SHEETMETAL DUCT THROUGH WALL. 138 Weldon Parkway St. Louis, MO 63043
(314) 469-3737 www.GandWengineering.com
Project Number: 2021-0356.03
M. ALL RECTANGULAR 90 DEGREE ELBOWS ARE TO HAVE TURNING VANES EXCEPT FOR LINED RETURN AIR BOOTS
TRANSFERRING AIR FROM PLENUM.
10-21-2022

# PLAN NOTES - MECHANICAL OF MI S SO

TE

A
1. PROVIDE BOILER AS SCHEDULED AND SPECIFIED. BOILER SHALL SET DEAD LEVEL ON

UR
KEVIN S.

ST
EXISTING CONCRETE EQUIPMENT PAD WITH VIBRATION ISOLATORS. MODIFY CONCRETE

I
GRIESEMER
PAD AS REQUIRED TO ACCOMMODATE NEW BOILER. CONNECT EXISTING WATER PIPING
AND GAS PIPING AS REQUIRED AND PER MANUFACTURER'S GUIDELINES. PROVIDE

R
P RO
PRESSURE RELIEF VALVE AND THERMOMETER AT DISCHARGE WATER PIPING. INTERLOCK NUMBER

EE
BOILER WITH EXISTING BAS. BOILERS CONTROLLED BY FACTORY SEQUENCE, SEE PE-23628

IN
FE
SPECIFICATIONS. CONNECT TO EXISTING FLUE/COMBUSTION AIR AS REQUIRED. PROVIDE SS
ELBOWS, TRANSITIONS, ETC. AS REQUIRED. PROVIDE NEW INLINE PUMPS (P-1 AND P-2) AS I ONA L E NG
SCHEDULED AND SPECIFIED. INSTALL PER MANUFACTURER'S INSTRUCTIONS, IN
E F F.3 G H J K L K.9 M M.3 M.7 LOCATION PREVIOUSLY OCCUPIED BY EXISTING PUMPS. SEE DETAIL 3/M003 FOR MORE
INFORMATION.

2. PROVIDE BASE MOUNTED LOOP WATER SYSTEM PUMP AS SCHEDULED AND SPECIFIED.
PUMP SHALL SET DEAD LEVEL ON EXISTING CONCRETE EQUIPMENT PAD WITH VIBRATION
ISOLATORS. MODIFY CONCRETE PAD AS REQUIRED TO ACCOMMODATE NEW PUMP.
CONNECT TO EXISTING PIPING. PROVIDE TRANSITIONS, ELBOWS, ETC. AS REQUIRED.
PUMP TO OPERATE DUTY STANDBY.

8 8

CITY OF ST. CHARLES POLICE DEPARTMENT

9 9

St Charles, MO 63303
1781 Zumbehl Road
LWP
2
1
EX
HVAC
B004 HP-B01

LWP
2
2
P P
1
1 2
1
B B
1 1
2 1

10 10

E F F.3 G H J K L K.9 M M.3 M.7

N
BASEMENT CEILING PLAN - MECHANICAL - PHASE 2
SCALE: 1/8" = 1'-0"

PERMIT SET
10/21/2022
REVISIONS
NO. DATE DESCRIPTION

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 2:10:06 PM

SHEET TITLE:

BASEMENT CEILING PLAN -

MECHANICAL - PHASE 2

KEYPLAN

M100
Copyright 2020 © JEMA
 GENERAL NOTES - MECHANICAL
A. EXISTING DUCT SIZES, DUCT LOCATIONS, EQUIPMENT SIZES, EQUIPMENT LOCATIONS, AND AIR DEVICE SIZES WERE
OBTAINED FROM EXISTING PLANS OR LIMITED SITE OBSERVATIONS AND SHALL BE CONSIDERED APPROXIMATE.
SITE VERIFY EXISTING DIMENSIONS AND LOCATIONS DURING BIDDING PROCESS AND IDENTIFY ANY DISCREPANCIES
PREVENTING THE NEW SCOPE OF WORK AS SHOWN. planning architecture interior design
A B B.3 C D E F F.3 G H J B. WHERE DUCTS PENETRATE THE ASSEMBLY, FIRE STOP CAULK SHALL BE APPLIED IN ACCORDANCE WITH
MANUFACTURER’S INSTALLATION GUIDELINES AND U.L. LISTED TESTING APPROVALS.
ARCHITECT
C. THE MECHANICAL CONTRACTOR SHALL PROTECT ALL OPEN DUCT, PIPING, AND MECHANICAL EQUIPMENT, NEW JEMA
2.6 2.6 AND EXISTING FROM CONSTRUCTION DUST AND DIRT. MECHANICAL SYSTEMS SHALL NOT BE OPERATED DURING 2823 OLIVE ST.
CONSTRUCTION EXCEPT WHERE WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER AND OWNER. WHEN ST. LOUIS, MO 63103
APPROVAL IS ISSUED, PROTECT EACH RETURN AIR DUCT OPENING WITH MERV 8 FILTERS AND INSTALL MERV 8 CONTACT: MATT SUTHERLAND
10Ø FILTER(S) IN EQUIPMENT FILTER RACK. PRIOR TO TESTING AND BALANCING, REMOVE FILTERS AND INSTALL NEW T: 314-531-7400
U 12 U 11 U 11 U 11 MERV 8 FILTERS. AT COMPLETION OF CONSTRUCTION, REMOVE CONSTRUCTION FILTERS AND REPLACE E: MSUTHERLAND@JEMASTL.COM
U7
16Ø 14Ø 12Ø FIREARMS EQUIPMENT FILTERS WITH NEW FILTERS.

U8

U8

U8

U8

U8

U8

U8

U8

U8

U9
SA-2

U 11
VAULT

U 11
EB-1 215
MECHANICAL/ELECTRICAL

U7

U7
1B55 D. OFFSETS AND TRANSITIONS ARE TO BE PROVIDED FOR COORDINATION WITH OTHER SYSTEMS AND THE BUILDING
200 SA-1 SA-1 SA-1 U 12 U 11 U 11
STRUCTURE. ELBOWS IN MECHANICAL SYSTEMS DUCTS SHALL BE HELD TO A MINIMUM. COORDINATE LOCATION OF G&W ENGINEERING

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U9
3 3

10x6
110 110 110
138 WELDON PARKWAY

U 11
U 12 U 11 U 11
DUCTS WITH OTHER TRADE CONTRACTORS PRIOR TO STARTING WORK.

10Ø
VAV MARYLAND HEIGHTS, MO 63043

U7

U7
EC-1

U 11
BIO 1-1 AV E. ADEQUATE SPACE SHALL BE PROVIDED FOR THE FIRE SUPPRESSION SPRINKLER PIPING. COORDINATE DUCT CONTACT: BRETT ROSSOMANNO
VAV 1-4 500

U 14
12Ø

U 11
U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
BIO
1B53
1 T ELEVATIONS WITH FIRE SPRINKLER CONTRACTOR PRIOR TO START OF CONSTRUCTION. T: 314-469-3737
11 7 U 12 U 11 U 11

U2
1B53 E: BROSSOMANNO@GANDWENGINEERING.COM

U7
3
U 12 U 11 U 11
F. COORDINATE DUCT OPENINGS IN THE WALL FRAMING WITH THE FRAMING CONTRACTOR OR FOUNDATION OPENING
SA-2 WITH FOUNDATION CONTRACTOR PRIOR TO START OF CONSTRUCTION.

10Ø

10Ø
T 10x10 10

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
FIREARMS VAULT
SA-1 CV
12Ø OWNER'S REPRESENTATIVE

U 11
215
125 VAV 1-1 1B55 1B55
NAVIGATE BUILDING SOLUTIONS

U7
1B53 G. PROVIDE ACCESS PANEL WHERE REQUIRED FOR HVAC DAMPERS AND COMPONENT ACCESS WHEN INSTALLED
SA-1 SA-1 SA-1 8Ø

8Ø
110 110 110
U 12 U 11 U 11 15"
ABOVE NON-ACCESSIBLE CEILINGS. 8419 MANCHESTER ROAD

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
BRENTWOOD, MO 63144
3.6 CV 3.6

10Ø
T H. COORDINATE ACTUAL ROUTE OF SUPPLY, RETURN, EXHAUST DUCT, AND MECHANICAL PIPING ROUTES IN THE CONTACT: DAVID LOWELL

U9
U4
VAV 1-2 1B52 AV 8x6 3
FIELD. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL CONDITIONS. T: 314-517-0935

14Ø
ARMORY EQUIP E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
SA-1 ARMORY EQUIP STOR
SA-2
110 1B11 STOR
135 11 I. EQUIVALENT AREA DUCTS AND MODIFICATIONS TO LAYOUT ARE ACCEPTABLE BASED ON FIELD CONDITIONS AND

U7

U9
7 1B11

12Ø
COORDINATION.

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
SA-1 CV J. ALL EXPOSED SUPPLY, RETURN, EXHAUST DUCTWORK AND FITTINGS SHALL HAVE MILL PHOSPHATIZED (PAINT

U7
4 4

U9
110 1B11 GRIP) FINISH FOR FIELD PAINTING BY PAINTING CONTRACTOR. DUCT AND FITTING CONSTRUCTION AND

8Ø
INSTALLATION SHALL BE OIL FREE.

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
34x18
10Ø

6Ø

6Ø
ARMORY

3
U7
K. COORDINATE LOCATION AND SUPPORTS OF MECHANICAL UNITS WITH OTHER TRADES.

U9
6 SA-2 ARMORY
MAINTENANCE
SA-1 SA-1 1B10B
12x10 135 1B10

8Ø
1B10

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
110 110 L. WHERE WALLS ARE EXTENDED UP TO DECK REPLACE FLEX DUCTS WITH SHEETMETAL DUCT THROUGH WALL.
3

12Ø
U7

U9
138 Weldon Parkway St. Louis, MO 63043
M. ALL RECTANGULAR 90 DEGREE ELBOWS ARE TO HAVE TURNING VANES EXCEPT FOR LINED RETURN AIR BOOTS (314) 469-3737 www.GandWengineering.com
7 1B10A TRANSFERRING AIR FROM PLENUM.

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8

U8
5 8 Project Number: 2021-0356.03
EB-1

U6
U7

SA-1 135
18Ø SA-1 4Ø
110 1
110
9 8Ø # PLAN NOTES - MECHANICAL 10-21-2022

U 13
VAV VAV
1 EVIDENCE 8
U7

22Ø
1-2 1-4 SA-2 1B09

6Ø
STORAGE 4Ø 1. PROVIDE VARIABLE AIR VOLUME (VAV) BOX WITH ELECTRIC HEAT, FUSED DISCONNECT,
5 12Ø 10Ø 14Ø
135 5 AND DDC CONTROLS AS SCHEDULED AND SPECIFIED. MOUNT UNIT PER OF MI S SO
1B51
12x8 TE

8Ø
VAV 1-3 7 GUN CLEANING
10Ø MANUFACTURER'S WRITTEN INSTRUCTIONS, INCLUDING REQUIRED SERVICE CLEARANCE.
5.1 5.1

UR
U7

T 3 1B09 KEVIN S.

ST
MOUNT UNIT FROM STRUCTURE WITH 1" WIDE GALVANIZED SHEET METAL STRAPS
U7

I
1B04
(CONTINUOUS ALL THREAD RODS WITH DOUBLE NUTS AT EACH CONNECTION). PROVIDE GRIESEMER
6 VAV
AV 6 SEISMIC RESTRAINTS. PROVIDE DUCTS SIZED AS SHOWN WITH FLEXIBLE CONNECTIONS,
1
U7

SB-1 EA-1 LOCATE INLET FLEXIBLE CONNECTION NEAR TAP AT MAIN DUCT, DO NOT LOCATE

R
P RO
1-3 MFF STORAGE NUMBER
U7

225
J FLEXIBLE CONNECTION AT UNIT INLET. PROVIDE MINIMUM FOUR (4) DUCT DIAMETERS OF

EE
R3 135
EA-2 1B05 PE-23628
CORR ADDITION STRAIGHT DUCT IMMEDIATELY UPSTREAM OF BOX INLET. TRANSITION TO FULL SIZE DUCT

IN
DRUG VAULT

FE
OFFICE
2

250
CONNECTIONS AT BOX. CONTROL WITH WALL MOUNTED BACNET DDC TEMPERATURE SS
1B04
I ONA L E NG
U7

1B52 SA-3 18 1B54

DW
12Ø

10Ø SENSOR.
U7

165 (E) 12x12

6Ø
12Ø 2
BAG AND TAG BREAK ROOM 2. INSTALL PREVIOUSLY STORED WATER SOURCE HEAT PUMP, INCLUDING ASSOCIATED
U7

1B50 1B03 17 THERMOSTAT AS SCHEDULED AND SPECIFIED. RECONNECT TO EXISTING DUCTWORK,

6Ø
U7

CV
EX EF-9 LOOP WATER PIPING AND CONDENSATE DRAIN PIPING AS REQUIRED. EXISTING LIGHT

8Ø
24
2

2
8Ø 21 FIXTURE SHALL BE TEMPORARILY RELOCATED IN ORDER TO FACILITATE EXISTING HEAT
PUMP REMOVAL AND NEW HEAT PUMP INSTALLATION. ONCE NEW HEAT PUMP IS
6Ø

3 25 HP-110 T (E) 10x10 INSTALLED AND FUNCTIONING, EXISTING LIGHT FIXTURE SHALL BE RETURNED TO IT'S
SB-1 HP ORIGINAL LOCATION.
7 135 109 7
CV 3. INSTALL PREVIOUSLY STORED WATER SOURCE HEAT PUMP, INCLUDING ASSOCIATED
EX THERMOSTAT AS SCHEDULED AND SPECIFIED. RECONNECT TO EXISTING DUCTWORK,
VESTIBULE HP-110 LOOP WATER PIPING AND CONDENSATE DRAIN PIPING AS REQUIRED. EXISTING
T HP-109
1B01 SPRINKLER PIPING/SPRINKLER HEAD, LIGHT FIXTURE, AND FURNITURE/FIXTURES BELOW
26 CORR THE CEILING SHALL BE TEMPORARILY RELOCATED IN ORDER TO FACILITATE EXISTING
SC-1
22 1B04 HEAT PUMP REMOVAL AND NEW HEAT PUMP INSTALLATION. ONCE NEW HEAT PUMP IS
125
13 INSTALLED AND FUNCTIONING, EXISTING SPRINKLER PIPING/SPRINKLER HEAD, LIGHT
EXPANDED FIXTURE, AND FURNITURE/FIXTURES SHALL BE RETURNED TO THEIR ORIGINAL LOCATION.
ROOM
EX 4. NEW LOCATION OF EXISTING THERMOSTAT. RECONNECT TO EXISTING HEAT PUMP AS

CITY OF ST. CHARLES POLICE DEPARTMENT

1B15
HP-113 REQUIRED.
STAFF LOBBY
1B02 5. 22" DIAMETER SUPPLY AIR DOWN FROM RTU-1 ON ROOF DIRECTLY ABOVE. SEE DRAWING
8 8 M103. TRANSITION IN VERTICAL TO UNIT DISCHARGE SIZE.
22
6. 34" X 18" RETURN AIR UP TO RTU-1 ON ROOF DIRECTLY ABOVE. SEE DRAWING M103.
TRANSITION IN VERTICAL TO UNIT INLET SIZE.

7. LINED RETURN AIR TRANSFERS. INSTALL DUCTWORK WITH BOTTOM OF DUCT ELEVATION
AT 10' 7". SEE DETAIL 3/M002.

St Charles, MO 63303
1781 Zumbehl Road
T HP-113
8. 4" DIAMETER STAINLESS STEEL DUCT DOWN TO PLENUM BOX AT WORKSTATION COUNTER
25 TOP. SEE DETAIL ON DRAWING M003. COORDINATE WORKSTATION LOCATION PRIOR TO
INSTALLATION.

9. 8" DIAMETER STAINLESS STEEL DUCT UP TO EXHAUST FAN EF-12 ON ROOF DIRECTLY
ABOVE. TRANSITION IN VERTICAL TO FAN INLET SIZE AS REQUIRED. SEE DRAWING M103
FOR CONTINUATION.

10. 12" DIAMETER EXHAUST DUCT UP TO EXHAUST FAN EF-13 ON ROOF DIRECTLY ABOVE.
9 9 TRANSITION IN VERTICAL TO FAN INLET SIZE AS REQUIRED. SEE DRAWING M103 FOR
CONTINUATION.

11. 10" X 6" EXHAUST DUCT UP TO EXHAUST FAN EF-14 ON ROOF DIRECTLY ABOVE.
TRANSITION IN VERTICAL TO FAN INLET SIZE AS REQUIRED. SEE DRAWING M103 FOR
R3 CONTINUATION.

12. 24" DIAMETER EXHAUST DUCT UP TO EXHAUST FAN EF-10, SERVING LOCKER AIR
EXTRACTION SYSTEM, ON ROOF DIRECTLY ABOVE. TRANSITION IN VERTICAL TO FAN INLET
SIZE AS REQUIRED. SEE DRAWING M103 FOR CONTINUATION.

13. 12" X 12" EXHAUST DUCT UP TO EXHAUST FAN EF-11, SERVING LOCKER AIR EXTRACTION
13 SYSTEM, ON ROOF DIRECTLY ABOVE. TRANSITION IN VERTICAL TO FAN INLET SIZE AS
REQUIRED. SEE DRAWING M103 FOR CONTINUATION.

14. RL/RS PIPING UP TO CONDENSING UNIT CU-1 ON ROOF DIRECTLY ABOVE. SEE DRAWING
M103 FOR CONTINUATION.
23 SF
23 EL ST ST ER EL ST ST INT ST ER
ER

15. PROVIDE DSS FAN COIL AS SCHEDULED AND SPECIFIED. MOUNT UNIT TO WALL PER
SF
SF

R1 R1 R1 R1 R1 R1
8Ø
R1
ST

10 8Ø 10 MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE CONDENSATE PUMP WHERE

23
R1

GRAVITY DRAINAGE IS NOT POSSIBLE. WIRE CONDENSATE PUMP TO SHUT UNIT DOWN TO
INT

10Ø 8Ø PREVENT CONDENSATE OVERFLOW. EXTEND FULL DIAMETER CONDENSATE PIPING TO

22 (E) 6Ø HUB DRAIN, TERMINATE VIA INDIRECT CONNECTION. COORDINATE HUB DRAIN LOCATION
12Ø
10Ø

CORR. SA-3 WITH PLUMBING CONTRACTOR PRIOR TO INSTALLATION. SEE PLUMBING DRAWINGS FOR
R1
ST

16 160 HP MORE INFORMATION. INSULATE CONDENSATE PIPING WITH MINIMUM 1/2" THICK
1A46 2
13 116
R1

ELASTOMERIC INSULATION, SEAL ALL INSULATION JOINTS. PROVIDE REFRIGERANT PIPING

ST

SA-3
14Ø 2
12Ø 160 PER EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTIONS.
20x14 19
R1

2
INT

EX SA-1 SA-1 16. 22" X 18" MAKE UP AIR DUCT DOWN FROM MAKE UP AIR UNIT (MAU-1), SERVING LOCKER

(E) 6Ø
2

HP-108 100 100 AIR EXTRACTION SYSTEM, ON ROOF DIRECTLY ABOVE. TRANSITION IN VERTICAL TO UNIT
(E) 16Ø

SA-3
8x8
20x14

PERMIT SET
R1

DISCHARGE SIZE AS REQUIRED. SEE DRAWING M103 FOR CONTINUATION.

INT

160 SA-2
SA-4
10Ø

20 200 130

12Ø
R1

14Ø EX
ST

2
EL ST ST ST INT INT ST ST ST INT ST ER

HP-118
17. EXHAUST RISER UP TO EXISTING EXHAUST FAN EF-5. CONNECT NEW EXHAUST AIR DUCT
TO EXISTING VERTICAL AS SHOWN. REBALANCE EXISTING FAN TO AIR FLOW INDICATED.
10/21/2022
10x10 12x12 12Ø 14Ø
R1

SA-1
SF

ST
SF

R1 R1 R1 R1 R1 R1 R1 R1 R1

EXISTING EXHAUST FAN SHALL NOW BE CONTROLLED BY NEW SWITCH IN BREAK ROOM.
(E) 16Ø 100
REVISIONS
8Ø
8Ø

10Ø
R1
ST

20 10x10 20 (E) 14Ø SA-2

18. NEW LOCATION OF EXISTING RETURN GRILLE.
EL

SF
12Ø

SA-5 130 NO. DATE DESCRIPTION

8Ø

SA-5 SA-5 8Ø EX SA-2 12Ø SA-1

UPDATED
(E) 10x6

250
250 250 19. NEW LOCATION OF EXISTING EXHAUST GRILLE AND ASSOCIATED BRANCH DUCTWORK.
(E) 14Ø

120 4 100
HP-107 FITNESS
24Ø
(E) 10x6

T HP-108 25 HP-116 1A28 20. EXHAUST DUCT CONNECTION AT THE SLOPED TOP OF LOCKER. DUCT SHALL BE
R1 R1 R1 R1 R1 R1 R1 R1
SA-5 T
ER
EL
ST
ST
INT
ST
ST
ST
INT
INT
INT
INT ER
ST
EL
ST
ST
ST
ST
EL
ER 12 SA-2 CONNECTED TO THE ADJUSTABLE BAFFLE ON TOP OF THE LOCKER AND BALANCED TO 18
250
11 HP-118 T 11
8Ø

R1 R1 R1 R1 R1
SA-2 145 CFM PER LOCKER, BY THE TEST AND BALANCE CONTRACTOR ENSURING THAT ALL
E E E
DUTY BAG
U3

LOCKERS ARE RECEIVING THE RECOMMENDED AIR MOVEMENT THROUGH EACH LOCKER.
22Ø

12Ø 20 140 T HP-117 4

STORAGE 8Ø AFTER ADJUSTING, THE AIR BAFFLE IS SET WITH A 1/8" POP RIVET TO PREVENT
SA-2 20 4
8Ø
14Ø

1A56 TAMPERING.
Ø

U1

20 8Ø SA-4
14

SA-5 SA-5 140

225
8Ø

U1

U1

R1 R1 R1 R1 R1 R1 R1
250 250
SA-4 UPDATED MEN'S SA-4 21. ENSURE EXISTING INLINE EXHAUST FAN EF-9 IS FUNCTIONING PROPERLY. NOTIFY
U1

ER ST INT INT INT ST ST ST EL

225 SA-4 SA-4

LOCKER ROOM ENGINEER IF FAN IS NOT MEETING PUBLISHED PERFORMANCE CRITERIA.
12Ø

225 FCU
18Ø

E
210 210
14Ø

1A52
U1

U1

R1 R1 R1 R1 R1 R1 R1
T 4 IT 1
14Ø

22. NO NEW HVAC WORK IN THIS AREA.

U1

ER ST INT ST INT INT ST ST ST EL

EL ST ST ST INT INT ST INT ST ER

R1 R1 R1 R1 R1 R1 R1 HP-106 EL ST ST ST INT INT INT ST ST INT ST ER

14 1A45 15
E
16Ø
U1

U1

R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
20 23. EXHAUST DUCT CONNECTION AT THE SLOPED TOP OF LOCKER. DUCT SHALL BE
U3

10Ø
8Ø

EX SA-4 SA-4 SA-4

Ø

14Ø CONNECTED TO THE ADJUSTABLE BAFFLE ON TOP OF THE LOCKER AND BALANCED TO 20
16

20 SA-4 SA-4 CD 210 210 210

RL/RS HP-117
20Ø

8Ø

SA-4 SA-4 CFM PER LOCKER, BY THE TEST AND BALANCE CONTRACTOR ENSURING THAT ALL
SA-5 SA-5 225 225 12Ø 225 180 SA-4 16Ø
250 250 SA-4 LOCKERS ARE RECEIVING THE RECOMMENDED AIR MOVEMENT THROUGH EACH LOCKER.
180
8Ø

210 AFTER ADJUSTING, THE AIR BAFFLE IS SET WITH A 1/8" POP RIVET TO PREVENT
8Ø
8Ø
8Ø

E 20 4 TAMPERING.
R1 R1 R1 R1 R1 R1 R1 R1 20 E E

ER
EL
ST
ST
INT
ST
ST
ST
INT
INT
INT
INT
ST
ST
ST
INT
ST
ST
EL
ER
R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
T
HP-107 24. 8" DIAMETER RANGE HOOD EXHAUST DUCT UP. COORDINATE DUCT INSTALLATION WITH
12Ø

18Ø
ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST ST ST EL

R1 R1 R1 R1 R1 R1 R1

G.C. PRIOR TO INSTALLATION. TERMINATE ON ROOF ABOVE PER DETAIL 7/M002. SEE
8Ø

10Ø SA-4
EX
SA-4 20 UPDATED MEN'S DRAWING M103 FOR CONTINUATION.
225 225 HP-106 SA-4 SA-4 SA-4
20 20 225 225 180 LOCKER ROOM
SA-5 SA-5 14Ø 1A52 25. EXISTING THERMOSTAT TO REMAIN.
20 250 250 20
8Ø

8Ø PLAN NORTH 90.00°

8Ø

26. NEW LOCATION OF EXISTING THERMOSTAT SHOWN. RECONNECT TO EXISTING HEAT

TRUE NORTH 90.00°
R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
E
PUMP AS REQUIRED IF RELOCATION OF THERMOSTAT IS NEEDED.
ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT ST ST INT INT INT ST ST ST EL ER ST INT INT INT ST ST ST EL

12 12 PROJECT NO. ISSUED BY:

21-1540.06
ISSUED DATE:
10/21/2022 2:10:13 PM
A B B.3 C D E F F.3 G H
SHEET TITLE:

FIRST FLOOR CEILING PLAN -

N AREA A MECHANICAL - AREA A -
FIRST FLOOR CEILING PLAN - MECHANICAL - AREA A - PHASE 2 PHASE 2
SCALE: 1/8" = 1'-0"

KEYPLAN M101A
Copyright 2020 © JEMA
 # PLAN NOTES - MECHANICAL GENERAL NOTES - MECHANICAL
1. INSTALL PREVIOUSLY STORED WATER SOURCE HEAT PUMP, A. EXISTING DUCT SIZES, DUCT LOCATIONS, EQUIPMENT SIZES,
INCLUDING ASSOCIATED THERMOSTAT AS SCHEDULED AND EQUIPMENT LOCATIONS, AND AIR DEVICE SIZES WERE
SPECIFIED. RECONNECT TO EXISTING DUCTWORK, LOOP WATER OBTAINED FROM EXISTING PLANS OR LIMITED SITE
PIPING AND CONDENSATE DRAIN PIPING AS REQUIRED. EXISTING OBSERVATIONS AND SHALL BE CONSIDERED APPROXIMATE.
LIGHT FIXTURE SHALL BE TEMPORARILY RELOCATED IN ORDER SITE VERIFY EXISTING DIMENSIONS AND LOCATIONS DURING planning architecture interior design
TO FACILITATE EXISTING HEAT PUMP REMOVAL AND NEW HEAT BIDDING PROCESS AND IDENTIFY ANY DISCREPANCIES
PUMP INSTALLATION. ONCE NEW HEAT PUMP IS INSTALLED AND PREVENTING THE NEW SCOPE OF WORK AS SHOWN.
FUNCTIONING, EXISTING LIGHT FIXTURE SHALL BE RETURNED TO
IT'S ORIGINAL LOCATION. B. WHERE DUCTS PENETRATE THE ASSEMBLY, FIRE STOP CAULK ARCHITECT
SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER’S JEMA
2. INSTALL PREVIOUSLY STORED WATER SOURCE HEAT PUMP, INSTALLATION GUIDELINES AND U.L. LISTED TESTING 2823 OLIVE ST.
INCLUDING ASSOCIATED THERMOSTAT AS SCHEDULED AND APPROVALS. ST. LOUIS, MO 63103
SPECIFIED. RECONNECT TO EXISTING DUCTWORK, LOOP WATER CONTACT: MATT SUTHERLAND
PIPING AND CONDENSATE DRAIN PIPING AS REQUIRED. EXISTING C. THE MECHANICAL CONTRACTOR SHALL PROTECT ALL OPEN T: 314-531-7400
SPRINKLER PIPING/SPRINKLER HEAD, LIGHT FIXTURE, AND DUCT, PIPING, AND MECHANICAL EQUIPMENT, NEW AND E: MSUTHERLAND@JEMASTL.COM
FURNITURE/FIXTURES BELOW THE CEILING SHALL BE EXISTING FROM CONSTRUCTION DUST AND DIRT. MECHANICAL
TEMPORARILY RELOCATED IN ORDER TO FACILITATE EXISTING SYSTEMS SHALL NOT BE OPERATED DURING CONSTRUCTION MECHANICAL/ELECTRICAL
HEAT PUMP REMOVAL AND NEW HEAT PUMP INSTALLATION. EXCEPT WHERE WRITTEN APPROVAL IS OBTAINED FROM THE G&W ENGINEERING
ONCE NEW HEAT PUMP IS INSTALLED AND FUNCTIONING, ENGINEER AND OWNER. WHEN APPROVAL IS ISSUED, PROTECT 138 WELDON PARKWAY
EXISTING SPRINKLER PIPING/SPRINKLER HEAD, LIGHT FIXTURE, EACH RETURN AIR DUCT OPENING WITH MERV 8 FILTERS AND MARYLAND HEIGHTS, MO 63043
AND FURNITURE/FIXTURES SHALL BE RETURNED TO THEIR INSTALL MERV 8 FILTER(S) IN EQUIPMENT FILTER RACK. PRIOR CONTACT: BRETT ROSSOMANNO
ORIGINAL LOCATION. TO TESTING AND BALANCING, REMOVE FILTERS AND INSTALL T: 314-469-3737
NEW MERV 8 FILTERS. AT COMPLETION OF CONSTRUCTION,
E: BROSSOMANNO@GANDWENGINEERING.COM
3. NEW VERTICAL EXHAUST AIR AND OUTSIDE AIR DUCTS UP. SEE REMOVE CONSTRUCTION FILTERS AND REPLACE EQUIPMENT
DRAWING M102 FOR CONTINUATION. FILTERS WITH NEW FILTERS.
OWNER'S REPRESENTATIVE
4. NO NEW HVAC WORK IN THIS AREA. D. OFFSETS AND TRANSITIONS ARE TO BE PROVIDED FOR NAVIGATE BUILDING SOLUTIONS
COORDINATION WITH OTHER SYSTEMS AND THE BUILDING 8419 MANCHESTER ROAD
5. EXISTING THERMOSTAT TO REMAIN. STRUCTURE. ELBOWS IN MECHANICAL SYSTEMS DUCTS SHALL BRENTWOOD, MO 63144
BE HELD TO A MINIMUM. COORDINATE LOCATION OF DUCTS CONTACT: DAVID LOWELL
6. PROVIDE EXHAUST FAN AS SCHEDULED AND SPECIFIED, WITH WITH OTHER TRADE CONTRACTORS PRIOR TO STARTING WORK. T: 314-517-0935
BACKDRAFT DAMPER, GRILLE AND ELECTRICAL DISCONNECT. E: DAVID@NAVIGATEBUILDINGSOLUTIONS.COM
UNIT SHALL HANG DEAD LEVEL FROM STRUCTURE ABOVE, E. ADEQUATE SPACE SHALL BE PROVIDED FOR THE FIRE
PROVIDE VIBRATION ISOLATION MOUNTING AND ALL MOUNTING SUPPRESSION SPRINKLER PIPING. COORDINATE DUCT
MATERIALS AS REQUIRED. TRANSITION FROM DUCT SIZE TO FULL ELEVATIONS WITH FIRE SPRINKLER CONTRACTOR PRIOR TO
SIZE CONNECTION AT FAN, PROVIDE FLEXIBLE CONNECTION AT START OF CONSTRUCTION.
FAN. TERMINATE THROUGH WALL AND INTO CEILING PLENUM AS
INDICATED. FAN SHALL BE CONTROLLED BY WALL MOUNTED F. COORDINATE DUCT OPENINGS IN THE WALL FRAMING WITH THE
THERMOSTAT. THERMOSTAT SET TO 68 DEGREES FAHRENHEIT. FRAMING CONTRACTOR OR FOUNDATION OPENING WITH
FOUNDATION CONTRACTOR PRIOR TO START OF
7. ADD ALTERNATE: PROVIDE DSS FAN COIL AS SCHEDULED AND CONSTRUCTION.
SPECIFIED. MOUNT UNIT TO WALL PER MANUFACTURER'S
J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1 WRITTEN INSTRUCTIONS. PROVIDE CONDENSATE PUMP WHERE G. PROVIDE ACCESS PANEL WHERE REQUIRED FOR HVAC
GRAVITY DRAINAGE IS NOT POSSIBLE. WIRE CONDENSATE PUMP DAMPERS AND COMPONENT ACCESS WHEN INSTALLED ABOVE 138 Weldon Parkway St. Louis, MO 63043
TO SHUT UNIT DOWN TO PREVENT CONDENSATE OVERFLOW. NON-ACCESSIBLE CEILINGS. (314) 469-3737 www.GandWengineering.com
EXTEND FULL DIAMETER CONDENSATE PIPING TO HUB DRAIN, Project Number: 2021-0356.03
R1 TERMINATE VIA INDIRECT CONNECTION. COORDINATE HUB DRAIN H. COORDINATE ACTUAL ROUTE OF SUPPLY, RETURN, EXHAUST
LOCATION WITH PLUMBING CONTRACTOR PRIOR TO DUCT, AND MECHANICAL PIPING ROUTES IN THE FIELD.
INSTALLATION. SEE PLUMBING DRAWINGS FOR MORE COORDINATE WITH ARCHITECTURAL AND STRUCTURAL 10-21-2022
7 7 INFORMATION. INSULATE CONDENSATE PIPING WITH MINIMUM 1/2" CONDITIONS.
THICK ELASTOMERIC INSULATION, SEAL ALL INSULATION JOINTS.
STOR PROVIDE REFRIGERANT PIPING PER EQUIPMENT I. EQUIVALENT AREA DUCTS AND MODIFICATIONS TO LAYOUT ARE OF MI S SO
1B45 MANUFACTURER'S WRITTEN INSTRUCTIONS. CONDENSATE ACCEPTABLE BASED ON FIELD CONDITIONS AND TE

UR
KEVIN S.

ST
PIPING SHALL BE ROUTED TO THE EYEWASH STATION IN COORDINATION.

I
EX FINGERPRINT PROCESSING, ESTIMATED LENGTH OF PIPE 75 GRIESEMER
HP-121 FEET. J. ALL EXPOSED SUPPLY, RETURN, EXHAUST DUCTWORK AND
FITTINGS SHALL HAVE MILL PHOSPHATIZED (PAINT GRIP) FINISH

R
P RO
3 VEST 8. ADD ALTERNATE: REFRIGERANT PIPING FROM CONDENSING UNIT FOR FIELD PAINTING BY PAINTING CONTRACTOR. DUCT AND
NUMBER

EE
1B42 ON ROOF DIRECTLY ABOVE. SEE M103 FOR CONTINUATION.
PE-23628
FITTING CONSTRUCTION AND INSTALLATION SHALL BE OIL FREE.

IN
M101B

FE
SS
K. COORDINATE LOCATION AND SUPPORTS OF MECHANICAL UNITS
I ONA L E NG
WITH OTHER TRADES.

L. WHERE WALLS ARE EXTENDED UP TO DECK REPLACE FLEX

8 8 DUCTS WITH SHEETMETAL DUCT THROUGH WALL.
6Ø
OFFICE
1B39 M. ALL RECTANGULAR 90 DEGREE ELBOWS ARE TO HAVE TURNING
VANES EXCEPT FOR LINED RETURN AIR BOOTS TRANSFERRING
EF
6 4 AIR FROM PLENUM.
15

EF-15 T

CITY OF ST. CHARLES POLICE DEPARTMENT

9 9

R3
8

RL/RS
13

St Charles, MO 63303
1781 Zumbehl Road
4
5 HP-122 T

R3
HP
1
122

10 10

R1
5 HP-125 T
4
R2

14Ø (E) 14Ø

(E) 1
HP 4Ø
125
1 13
(E) 14Ø

(E) 18x18
T HP-128 5

11 HP
11
14Ø

2
1

128

RL/RS
14Ø

(E) 18x18

4
3 14Ø 1 FCU
7 PERMIT SET
2

10/21/2022
REVISIONS
NO. DATE DESCRIPTION

N
COMMUNITY /
TRAINING ROOM ALTERNATE 1 - IT CLOSET CEILING PLAN
1A05 SCALE: 1/4" = 1'-0"

12 12
R2
J K L K.9 M M.3 M.7 M.9 N N.3 N.5 P P.1

N
FIRST FLOOR CEILING PLAN - MECHANICAL - AREA B - PHASE 2
SCALE: 1/8" = 1'-0"

PLAN NORTH 90.00°

TRUE NORTH 90.00°

PROJECT NO. ISSUED BY: