Bid_#2027-12_PD_Drone_Plans_20260615.pdf

PDF 6 MB Posted Aug 12, 2026

Attached to: Police Department Drone Installation
Solicitation number: Bid # 2027-12
Issued by: Mclean County, Illinois

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Written by GovTribe AI · Aug 14, 2026

This is a project description and design document set for the City of Bloomington, Illinois Police Department Drone Installation project (Bid #2027-12). The project involves the structural, electrical, and technology infrastructure required to support drone dock and radio antenna installations on the existing police department building roof located at 305 Southeast Street, Bloomington, Illinois 61701. The work includes construction of an 8-inch concrete masonry unit (CMU) wall with bond beams and vertical reinforcement, installation of a pre-manufactured drone docking station, radio antenna mounting structure with non-penetrating rooftop supports, electrical power and data infrastructure including new panelboard EM-2 fed from existing emergency panel EM-1, conduit routing for power and data connections, and associated roof membrane modifications with flashing details. The sealed bid submission deadline is Friday, August 28, 2026, at 11:30 am CST via the City's e-Procurement Portal. The project includes structural observations per International Building Code 2018 requirements, with special inspection provisions for masonry construction at Level 2 compliance per TMS 602 standards.

The contract is estimated to exceed $50,000 in public funds and therefore requires a project labor agreement unless the City determines such an agreement would not advance its interests in cost, efficiency, quality, safety, timeliness, skilled labor force stability, and support for minority-owned or female-owned businesses. The design documents indicate electrical work includes provision of new 50-amp, three-phase breakers for dock and antenna circuits, installation of weather-resistant duplex receptacles and disconnects on the roof, new surge protective devices, and data cabling infrastructure using Category 6 UTP cabling routed through conduit to the existing telecommunications room 209. All masonry materials, reinforcement, grout, and post-installed anchors must meet specified standards with documented material certifications and compressive strength verification. The contractor is responsible for all means, methods, construction sequencing, coordination with other trades, verification of dimensions against existing conditions, and compliance with all applicable building codes and governmental regulations.

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Other files

File	Type	Posted
Police_Department_Drone_Installation_(Addendum_#1_Revision).pdf	PDF	Aug 21, 2026
Police_Department_Drone_Installation.pdf	PDF	Aug 14, 2026
Bid_#2027-12_PD_Drone__General_Project_Specs.pdf	PDF	Aug 12, 2026
Bid_#2027-12_PD_Drone__Project_Manual_Specs.pdf	PDF	Aug 12, 2026

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Exp Date:

Seal Date: 06/15/2026

11/30/2027

Exp Date:

Seal Date: 06/15/2026

11/30/2027

ELECTRICAL

TECHNOLOGY DETAILST-401

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CONFIDENTIAL - SECURITY MEASURES

DESIGN LOAD SCHEDULE (IBC 2018)

ITEMS

LEVEL

DEAD LOAD (PSF)

ROOFING/

INSULATION/ MEP CEILING

FLOOR/

FRAMING

SNOW LIVE LOAD

ROOF (PER EXISTING DWGS) 30.0 100.0

RISK CATEGORY: IV

WIND LOADS (APPURTENANCES):

1. BASIC WIND SPEED (3 SEC. GUST), V = 119 MPH

2. WIND DIRECTIONALITY FACTOR, Kd 0.85 (DOCK), 1.00 (ANTENNA)

3. WIND EXPOSURE CATEGORY = C

4. TOPOGRAPHIC FACTOR, Kz 1.114 (DOCK), 1.142 (ANTENNA)

5. GUST EFFECT FACTOR, GCr = 1.9 (LATERAL), 1.5 (UPLIFT)

6. INTERNAL PRESSURE COEFFICIENT: ±0.18

7. ROOF COMPONENTS AND CLADDING SEE SCHEDULE

MEAN ROOF HEIGHT:

ROOF: 52 FT

ROOF SNOW LOAD:

1. GROUND SNOW LOAD (Pg) = 30 PSF

2. EXPOSURE FACTOR (Ce) = 0.90

3. SNOW IMPORTANCE FACTOR (Is) = 1.20

4. THERMAL FACTOR (Ct) = 1.00

5. FLAT ROOF SNOW LOAD (Pf) = 24.0

SEISMIC LOADS (APPURENANCES):

1. MAPPED SPECTRAL RESPONSE ACCELERATION SS = 0.147 S1 = 0.082

2. DESIGN SPECTRAL ACCELERATION FOR SHORT PERIODS SDS = 0.157

3. DESIGN SPECTRAL ACCELERATION FOR 1-SEC PERIOD SD1 = 0.131

4. SITE CLASSIFICATION D

5. IMPORTANCE FACTOR 1.250

6. SEISMIC DESIGN CATEGORY C

APPURTENANCES

1. DRONE DOCK 240 LBS

2. ANTENNA, POLE AND BASE PLATE (ASSUMED) 31 LBS

6.0ROOF (FOR DESIGN) 24.0 20.0

NOT STATED

7.0

2.5

61.0

DESIGN CRITERIA

A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING

CODE 2018, LATEST EDITION, WITH THE SPECIFICATION AND WITH THE REGULATIONS OF

ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION.

B. ALL APPLICABLE DESIGN LOADS AND INFORMATION USED IN THE DESIGN OF THE

STRUCTURE ARE LOCATED ON THIS SHEET.

C. ALL GENERAL STRUCTURAL NOTES CONTAINING "THE MOST CURRENT EDITION" REFERS

TO THE LATEST EDITION ADOPTED BY THE BUILDING CODE MENTIONED ABOVE.

GENERAL CONSTRUCTION

A. THIS PROJECT HAS BEEN DESIGNED FOR THE WEIGHTS OF MATERIALS INDICATED IN THE

DESIGN DATA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALLOWABLE

CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN AND CONSTRUCTION OF

FALSEWORK, FORMWORK, STAGING, BRACING, SHEETING, SHORING, ETC.

B. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL STRUCTURAL ELEVATIONS

AND DIMENSIONS WITH EXISTING CONDITIONS AND WITH OTHER PROJECT DRAWINGS;

COORDINATE LOCATION OF SLEEVES AND OPENINGS THROUGH THE STRUCTURE, SLAB

DEPRESSIONS, FLOOR DRAINS, INSERTS, AND OTHER RELATED ITEMS.

C. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CORRECTNESS OF DIMENSIONS

OR QUANTITIES AND FOR THE FITTING TO OTHER WORK; FOR WORK TO BE CONFIRMED

AND CORRELATED AT THE SITE; FOR INFORMATION PERTAINING TO THE FABRICATION

PROCEDURE OR TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND

PROCEDURES OF CONSTRUCTION; AND FOR THE COORDINATION OF STRUCTURAL WORK

WITH THE WORK OF ALL OTHER TRADES. THE VERIFICATION OF THE PHYSICAL

INTERRELATIONSHIPS OF ELEMENTS OF THE WORK FROM PLANS AND SPECIFICATIONS

AND IN THE FIELD IS THE CONTRACTOR'S SOLE RESPONSIBILITY. REVIEW OF

CONTRACTOR'S SUBMISSIONS DOES NOT RELIEVE CONTRACTOR FROM THESE

RESPONSIBILITIES.

D. HOLES OF ANY SIZE SHALL NOT BE DRILLED INTO STRUCTURAL MEMBERS, EXCEPT AS

SHOWN IN THE DRAWINGS, WITHOUT THE ACCEPTANCE OF THE ENGINEER.

E. ALL CONCRETE MASONRY UNITS SHALL BE FILLED SOLID WITH GROUT.

MASONRY

A. ENGINEERED MASONRY SHALL BE FABRICATED AND CONSTRUCTED IN ACCORDANCE WITH THE

FOLLOWING:

"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530, LATEST EDITION)

"TECHNICAL NOTES ON BRICK CONSTRUCTION" BY THE BRICK INSTITUTE OF AMERICA.

B. MINIMUM COMPRESSIVE STRENGTH OF MASONRY UNITS (ASTM C90):

HOLLOW AND/OR SOLID UNITS 2600 PSI

C. MINIMUM COMPRESSIVE STRENGTH (F'c) AT 28 DAYS:

GROUT PER ASTM C1019 2250 PSI

D. THE DESIGN COMPRESSIVE STRENGTH OF MASONRY (f'm) BASED ON THE COMPRESSIVE

STRENGTH OF MASONRY UNITS AND MORTAR TO BE USED ARE AS FOLLOWS:

CONCRETE MASONRY f'm = 2250 PSI

E. FOR ALL WALLS AS INDICATED ON THE STRUCTURAL DRAWINGS THE MORTAR SHALL BE TYPE S

AND ONLY NORMAL WEIGHT UNITS SHALL BE USED.

F. MASONRY REINFORCEMENT SHALL BE AS FOLLOWS:

BOND BEAMS AND ALL VERTICAL REINFORCEMENT:

DEFORMED BARS - ASTM A615 GRADE 60

BED JOINT REINFORCEMENT:

PARALLEL WIRES - ASTM A82 WITH MINIMUM YIELD STRESS OF 70.0 KSI AT 16" OC MAX.

CONTINUOUS HORIZONTAL WIRE TIES SHALL BE PLACED SUCH THAT THE DISTANCE BETWEEN

THE FACE OF THE MASONRY WALL AND THE PARALLEL WIRE IS NOT MORE THAN ONE INCH.

FOR SINGLE AND DOUBLE WYTHE BLOCK PROVIDE:

(2)#9 GAGE DEFORMED WIRES,(1) AT EACH FACE SHELL, LADDER TIED.

G. ALL PRE-INSTALLED AND POST-INSTALLED ANCHORS TO BE LOCATED IN CMU WALLS SHALL BE

ANCHORED INTO FULLY GROUTED CELLS WITHIN A 12" RADIUS.

H. TYPICAL VERTICAL WALL REINFORCING AND SPACING SHALL BE PROVIDE AS INDICATED ON THE

DRAWINGS AND/OR SCHEDULES. GROUT SOLID ALL CELLS.

I. UNLESS OTHERWISE NOTED, ALL BOND BEAMS SHALL HAVE (2) #5 BARS CONTINUOUS.

J. DELIVERY, STORAGE, AND HANDLING

STORE MASONRY UNITS ON ELEVATED PLATFORMS IN A DRY LOCATION. IF UNITS ARE NOT

STORED IN AN ENCLOSED LOCATION, COVER TOPS AND SIDES OF STACKS WITH

WATERPROOF SHEETING, SECURELY TIED. IF UNITS BECOME WET, DO NOT INSTALL UNTIL

THEY ARE DRY.

STORE CEMENTITIOUS MATERIALS ON ELEVATED PLATFORMS, UNDER COVER, AND IN A DRY

LOCATION. DO NOT USE CEMENTITIOUS MATERIALS THAT HAVE BECOME DAMP.

STORE AGGREGATES WHERE GRADING AND OTHER REQUIRED CHARACTERISTICS CAN BE

MAINTAINED AND CONTAMINATION AVOIDED.

DELIVER PREBLENDED, DRY MORTAR MIX IN MOISTURE-RESISTANT CONTAINERS. STORE

PREBLENDED, DRY MORTAR MIX IN DELIVERY CONTAINERS ON ELEVATED PLATFORMS IN A

DRY LOCATION OR IN COVERED WEATHERPROOF DISPENSING SILOS.

STORE MASONRY ACCESSORIES, INCLUDING METAL ITEMS, TO PREVENT CORROSION AND

ACCUMULATION OF DIRT AND OIL.

K. PROTECTION OF MASONRY: DURING CONSTRUCTION, COVER TOPS OF WALLS, PROJECTIONS,

AND SILLS WITH WATERPROOF SHEETING AT END OF EACH DAY'S WORK. COVER PARTIALLY

COMPLETED MASONRY WHEN CONSTRUCTION IS NOT IN PROGRESS.

L. COLD-WEATHER REQUIREMENTS: DO NOT USE FROZEN MATERIALS OR MATERIALS

MIXED OR COATED WITH ICE OR FROST. DO NOT BUILD ON FROZEN SUBSTRATES. REMOVE

AND REPLACE UNIT MASONRY DAMAGED BY FROST OR BY FREEZING CONDITIONS. COMPLY

WITH COLD-WEATHER CONSTRUCTION REQUIREMENTS CONTAINED IN

TMS 602/ACI 530.1/ASCE 6.

COLD-WEATHER CLEANING: USE LIQUID CLEANING METHODS ONLY WHEN AIR

TEMPERATURE IS 40 DEG F (4 DEG C) AND HIGHER AND WILL REMAIN SO UNTIL MASONRY

HAS DRIED, BUT NOT LESS THAN SEVEN DAYS AFTER COMPLETING CLEANING.

M. HOT-WEATHER REQUIREMENTS: COMPLY WITH HOT-WEATHER CONSTRUCTION

REQUIREMENTS CONTAINED IN TMS 602/ACI 530.1/ASCE 6.

STRUCTURAL OBSERVATIONS

A. SPECIAL INSPECTOR SHALL PROVIDE STRUCTURAL OBSERVATIONS IN ACCORDANCE

WITH THE SCHEDULE ON THE SPECIAL INSPECTIONS PAGE. THESE OBSERVATIONS DO

NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR OTHER INSPECTIONS OR SPECIAL

INSPECTIONS INDICATED IN THE CONTRACT DOCUMENTS.

B. STRUCTURAL OBSERVATION REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL,

OWNER, AND ARCHITECT/ENGINEER FOR REVIEW. REPORTS SHALL INDICATE THAT

WORK OBSERVED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED

CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND

THE ARCHITECT PRIOR TO COMPLETION OF THAT PHASE OF THE WORK.

C. THE CONSTRUCTION OR WORK FOR WHICH STRUCTURAL OBSERVATIONS IS REQUIRED

SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL COMPLETION OF THE REQUIRED

OBSERVATIONS.

D. A FINAL REPORT SHALL BE SUBMITTED TO THE BUILDING OFFICIAL, OWNER, AND

ARCHITECT/ENGINEER DOCUMENTING THE COMPLETION OF THE NOTED SITE VISITS AND

IDENTIFYING ANY REPORTED DEFICIENCIES THAT HAVE NOT BEEN RESOLVED.

DEMOLITION

A. DO NOT ALLOW DEMOLISHED OR REMOVED MATERIALS TO DROP, FALL OR IMPACT

AGAINST STRUCTURE-TO-REMAIN. PROTECT ALL STRUCTURE-TO-REMAIN FROM DAMAGE

OF ANY KIND.

B. REMOVE ALL DEMOLISHED MATERIAL PROMPTLY FROM SITE.

C. REPAIR ALL STRUCTURE DAMAGED DURING DEMOLITION OPERATIONS TO THE

SATISFACTION OF THE ENGINEER.

I. Verify compliance with the approved submittals. - X

II.

Verification of f’m prior to construction, except where specifically exempted by this Code.

- X

III. N/A - -

IV.

As masonry construction begins, verify that the following are in compliance:

a. Proportions of site-prepared mortar. - X

b. N/A - -

c. Grade, type and size of reinforcement, connectors, and anchor bolts. - X

d. N/A - -

e. N/A

V. Prior to grouting, verify that the following are in compliance:

a. Grout space. - X

b. N/A - -

c. Placement of reinforcement, connectors, and anchor bolts. - X

d. Proportions of site-prepared grout. - X

VI. Verify during construction:

c. Size and location of structural elements. - X

d. Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames, or other construction.

- X

e. Welding of reinforcement. X -

f. Preparation, construction, and protection of masonry during cold weather (temperature below 40°F) or hot weather (temperature above 90°F).

- X

g. N/A - -

h. N/A - -

i. N/A

VII.

Observe preparation of grout specimens, mortar specimens, and/or prisms.

- X

MASONRY CONSTRUCTION - LEVEL 2 TMS 602, TABLES 3 & 4

CONTINUOUS PERIODICREQUIRED VERIFICATION AND INSPECTION TASK

f. N/A - -

a. Materials and procedures with the approved submittals. - X

b. Placement of masonry units and mortar joint construction. - X

SPECIAL INSPECTION SCHEDULE NOTES

CONTINUOUS = SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE

WORK TO BE INSPECTED IS BEING PERFORMED.

PERIODIC = SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE

WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED.

OBSERVE = OBSERVE AND INSPECT THESE ITEMS ON AN INTERMITTENT RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. FREQUENCY OF OBSERVATIONS SHALL BE ADEQUATE TO CONFIRM THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE APPLICABLE DOCUMENTS.

PERFORM = PERFORM THESE TASKS FOR EACH ELEMENT PRIOR TO THEIR FINAL ACCEPTANCE.

PERMIT APPLICANT'S RESPONSIBILITIES PER IBC 1704

1. THE PERMIT APPLICANT SHALL SUBMIT THIS SHEET AS THE STATEMENT OF SPECIAL

INSPECTION PERPARED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONISBLE

CHARGE AS A CONIDTION FOR PERMIT ISSUANCE.

2. THE PERMIT APPLICANT SHALL LIST BELOW THE INDIVIDUALS, APPROVED AGENCIES OR

FIRMS INTENDED TO BE RETAINED FOR CONDUCTING SUCH INSPECTIONS.

A. CMU

3. THE PERMIT APPLICANT SHALL OBTAIN ALL NECESSARY SIGNATURES INCLUDING

CONTRACTOR ACKNOWLEDGEMENT OF SPECIAL INSPECTIONS REQUIREMENTS.

NAME OR FIRM NAME

STATEMENT OF SPECIAL INSPECTIONS PER IBC 1704

1. INFORMATION ON THIS SHEET IS BEING SUBMITTED IN ACCORDANCE WITH THE SPECIAL

INSPECTIONS PROVISIONS OF THE 2018 INTERNATIONAL BUILDING CODE. THIS INFORMATION

CONSTITUTES THE SCHEDULE OF SPECIAL INSPECTIONS (SSI) REQUIRED FOR THIS PROJECT.

2. THE GENERAL CONTRACTOR SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO

PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED HEREIN.

3. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE

COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE

PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

4. THE SPECIAL INSPECTOR SHALL FULFILL THE FOLLOWING REPORT REQUIREMENTS:

A. SPECIAL INSPECTORS SHALL KEEP RECORDS OF ALL INSPECTIONS.

B. THE SPECIAL INSPECTORS SHALL FURNISH INSPECTION REPORTS TO THE BUILDING

OFFICIAL, THE OWNER, THE GENERAL CONTRACTOR, THE STRUCTURAL ENGINEER, AND

THE ARCHITECT. IN ADDITION, REPORTS RELATED TO GEOTECHNICAL ISSUES SHALL BE

DISTRIBUTED TO THE GEOTECHNICAL ENGINEER. WHEN TESTS OR INSPECTIONS INDICATE

THAT THE WORK DOES NOT COMPLY WITH THE CONSTRUCTION DOCUMENTS, THE

SPECIAL INSPECTOR SHALL NOTIFY THE OWNER, CONTRACTOR, ARCHITECT AND

STRUCTURAL ENGINEER BY PHONE ON THE DAY OF THE TEST OR INSPECTION AND SHALL

FOLLOW THAT CALL WITH AN EXPEDITED WRITTEN REPORT WITHIN ONE BUSINESS DAY.

ALL OTHER REPORTS SHALL BE SUBMITTED WITHIN 5 BUSINESS DAYS OF THE EVENT

DOCUMENT.

C. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS DONE IN CONFORMANCE TO

APPROVED CONSTRUCTION DOCUMENTS.

D. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

CONTRACTOR FOR CORRECTION.

E. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT

TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN

PROFESSIONAL IN RESPONSIBLE CHARGE WITHIN ONE BUSINESS DAY.

F. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION

OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED BY THE

SPECIAL INSPECTOR AT A POINT IN TIME AGREED UPON BY THE PERMIT APPLICANT AND

THE BUILDING OFFICIAL PRIOR TO THE START OF WORK.

G. THE SPECIAL INSPECTORS REPORT SHALL STATE THE FOLLOWING:

"IN MY PROFESSIONAL OPINION AND TO THE BEST OF MY INFORMATION, KNOWLEDGE AND

BELIEF, THE SPECIAL INSPECTIONS REQUIRED FOR THE PROJECT, AS ITEMIZED IN THE

STATEMENT OF SPECIAL INSPECTIONS SUBMITTED FOR PERMIT, HAVE BEEN PERFORMED

AND ALL DISCOVERED DISCREPANCIES HAVE BEEN REPORTED AND RESOLVED."

5. THE INSPECTIONS LISTED HEREIN ARE IN ADDITION TO THE INSPECTIONS TO BE

PERFORMED BY THE BUILDING OFFICIAL AND LISTED IN SECTION 110 OF THE IBC.

6. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION, QUANTITY,

FREQUENCY AND DETAILED INFORMATION ON TESTING, INSPECTION, AND REPORTING.

7. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT A PRE-

CONSTRUCTION MEETING TO DISCUSS THE SPECIAL INSPECTION REQUIREMENTS WITH ALL

INVOLVED PARTIES.

8. THE SPECIAL INSPECTIONS PROGRAM OUTLINED HEREIN, DOES NOT RELIEVE THE

CONTRACTOR OR ANY OTHER ENTITY OF ANY CONTRACTUAL DUTIES, INCLUDING QUALITY

CONTROL, QUALITY ASSURANCE, OR SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE

FOR CONSTRUCTION MEANS, METHODS, AND JOB SITE SAFETY.

9. THE CONTRACTOR SHALL PAY FOR ENGINEERING SERVICES REQUIRED TO INVESTIGATE

AND CORRECT WORK THAT DOES NOT CONFORM TO THE PROJECT DOCUMENTS OR IS FOUND

DEFICIENT OR DEFECTIVE.

SCHEDULE OF SPECIAL INSPECTIONS

2018 INTERNATIONAL BUILDING CODE

SUBMMITTALS

A. GENERAL: SUBMIT SHOP DRAWINGS, PRODUCT DATA, AND TEST REPORTS. SHOP

DRAWINGS SHALL CONFORM TO THE BEST STANDARDS OF THE CONSTRUCTION

INDUSTRY.

B. MASONRY CONSTRUCTION: PRODUCT DATA FOR EACH TYPE OF PRODUCT, MATERIAL

CERTIFICATES FOR EACH TYPE AND SIZE OF MASONRY UNIT (MATERIAL PROPERTIES AND

MATERIAL TEST REPORTS), CEMENTITIOUS MATERIALS, MORTAR ADMIXTURES, PRE-

BLENDED DRY MORTAR MIXES, GROUT MIXES, REINFORCEMENT BARS, ETC.

STATEMENT OF COMPRESSIVE STRENGTH OF MASONRY: FOR EACH COMBINATION OF

MASONRY UNIT TYPE AND MORTAR TYPE, PROVIDE STATEMENT OF AVERAGE NET-AREA

COMPRESSIVE STRENGTH OF MASONRY UNITS, MORTAR TYPE, AND RESULTING NET-

AREA COMPRESSIVE STRENGTH OF MASONRY DETERMINED IN ACCORDANCE WITH

TMS 602/ACI 530.1/ASCE 6

COLD-WEATHER AND HOT-WEATHER PROCEDURES: DETAILED DESCRIPTION OF

METHODS, MATERIALS, AND EQUIPMENT TO BE USED TO COMPLY WITH REQUIREMENTS.

POST-INSTALLED ANCHORS

A. ALL CONCRETE EXPANSION ANCHORS SHALL BE GALVANIZED OR ZINC PLATED.

B. GROUT ALL CMU CELLS FULL WITHIN A 12" RADIUS WHEN CONCRETE ANCHORS ARE PLACED

INTO CMU WALLS.

C. UNLESS OTHERWISE INDICATED ON PLANS, POST-INSTALLED ANCHORS SHALL CONSIST OF

THE FOLLOWING ANCHOR TYPES, OR APPROVED EQUAL:

ADHESIVE ANCHOR MECHANICAL ANCHOR

SOLID CONCRETE HILTI HY 200 SAFE SET SYSTEM HILTI KWIK HUS EZ (ICC ESR-3027)

(ICC ESR-3187) A36 U.N.O.

HILTI RE 500V3 SAFE SET SYSTEM HILTI KWIK BOLT TZ (ICC ESR-1917)

(ICC ESR-3814) HAS-E ROD

OR GRADE 60 REBAR U.N.O.

GROUTED MASONRY HILTI HY 270 (ICC ESR-2682) HILTI KWIK BOLT 3 (ICC ESR-1385)

A36 U.N.O.

HOLLOW MASONRY HILTI HY 270 WITH APPROPRIATE HILTI HLC SLEEVE ANCHOR

OR BRICK SCREEN TUBE (ICC ESR-3342)

A36 U.N.O.

D. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY

THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE

CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF

ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL

BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT

BUILDING CODE.

E. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR

PACKAGING.

F. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO

PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS

SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED

CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE

TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS.

G. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND

PROXIMITY OF ANCHORS TO EDGE OF MATERIAL. INSTALL ANCHORS IN ACCORDANCE WITH

SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.

3 3 a a a

COMPONENTS & CLADDING SCHEDULE (FLAT)

ROOF

EFFECTIVE

WIND AREA

REGION 1 REGION 2 REGION 3

10 SQ FT 16.2 PSF

20 SQ FT

50 SQ FT

100 SQ FT

200 SQ FT

500 SQ FT

-63.6 PSF 16.2 PSF -83.9 PSF 16.2 PSF -114.4 PSF

16.0 PSF -59.4 PSF 16.0 PSF -78.5 PSF 16.0 PSF -103.6 PSF

16.0 PSF -53.9 PSF 16.0 PSF -71.4 PSF 16.0 PSF -89.3 PSF

16.0 PSF -49.7 PSF 16.0 PSF -66.0 PSF 16.0 PSF -78.5 PSF

16.0 PSF -45.5 PSF 16.0 PSF -60.6 PSF 16.0 PSF -67.7 PSF

16.0 PSF -39.9 PSF 16.0 PSF -53.5 PSF 16.0 PSF -53.5 PSF

b b b b a

"a" = 10'-0" "b" = 31'-3"

54321

SCALE

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

401 Southwest Water Street Suite 701 Peoria, IL 61602

309.282.8000 Phone

IL DESIGN FIRM REG.

#184005007-0006

IL DESIGN FIRM REG.

#184000358-0001

GENERAL

STRUCTURAL

NOTES

TNT

BMB

NRH

06/15/2026

50193648

Y O

F B

L O

O M

T O

N P

O L

D E

P A

R T

M E

N T

D R

O N

E I

N S

T A

L L

A T

Y O

F B

L O

O M

T O

U E

D F

O R

P E

R M

O U

T H

E A

S T

R E

E T

B L O

O M

T O

Dewberry Architects Inc.

401 Southwest Water Street Suite 701 Peoria, Illinois 61602

309.282.8000 Phone

S-001

Dewberry Engineers Inc.

ABBREVIATIONS

Key Name Structural Abbreviation

ADDL ADDITIONAL

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ARCH ARCHITECTURAL

BM BEAM

BOTT BOTTOM

BRG BEARING

BS BOTH SIDES

C = CAMBER

CF CUBIC FOOT

CJ CONTROL JOINT

CJP PREQUALIFIED COMPLETE

JOINT PENETRATION WELD

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

DET, DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DWGS DRAWINGS

(E), EXIST EXISTING

EA EACH

EJ EXPANSION JOINT

ELECT ELECTRICAL

ELEV ELEVATION

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EXP EXPANSION

EXT EXTERIOR

FIN FINISH

FNDN FOUNDATION

FTG FOOTING

GA GAUGE

GALV GALVANIZED

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL

SECTION

INT INTERIOR

INV INVERT

JB JOIST BEARING

K KIPS

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LB POUNDS

LD DEVELOPMENT LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

MANUF MANUFACTURER

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

MPH MILES PER HOUR

NIC NOT IN CONTRACT

NO., # NUMBER

NTS NOT TO SCALE

OC ON CENTER

PJP PREQUALIFIED PARTIAL JOINT

PENETRATION WELD

PL PLATE

PLCS PLACES

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

R RADIUS

REINF REINFORCING

REQ'D REQUIRED

RTU ROOF TOP UNIT

S.S. STAINLESS STEEL

SAN SANITARY

SCHED SCHEDULE

SF SQUARE FEET

SIM SIMILAR

SPA SPACES

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

T/STL, T.O.S. TOP OF STEEL

TS TUBE STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT. VERTICAL

VIF VERIFY IN FIELD

WP WORK POINT

WWF WELDED WIRE FABRIC

GENERAL STRUCTURAL NOTES

NO. DESCRIPTION DATE

RDRD

6 7 8 9

32' - 1" * 33' - 4" * 32' - 1" *

(E) W21X44 (30) (E) W21X44 (30)

(E) W16X31 (18)

(E) W16X31 (18) (E) W16X31 (18)

W X

(E) W16X31 (26)(E) W16X31 (26) (E) W18X50 (28)

(E) W16X31 (26)(E) W16X31 (26) (E) W16X31 (26)

(E) W16X31 (26)

(E) W16X31 (26) (E) W16X31 (26)

(E) W16X31 (18)(E) W16X31 (18) (E) W16X31 (18)

(E) W21X50 (30)(E) W21X50 (30)

(E) W18X50 (28)

(E) W16X31 (18)

(E) W16X31 (26)

(E) W16X31 (18)

(E) W16X26 (8)

W X

(E) W16X26 (8)

W X

(E) W16X26 (8)

W X

(E) W10X12

97' - 6" *

N O

T E

N O

T E

N O

T E

P A

S-100

6' - 0"

NOTE #6 TYP

S-100

RADIO ANTENNA

(E) HATCH

34' - 9"

(E) EDGE OF BRICK

(E) EDGE

OF BRICK

1' - 3"1' - 3"

NOTE #7

S-100

19' - 4"

17' - 0" MIN

16' - 4" (10' - 0" MIN)

PLAN NOTES

1. FOR GENERAL NOTES, ABBREVIATIONS, AND LOADING CRITERIA, SEE DRAWING S-001.

2. REFERENCE ELEVATION FOR TOP OF STEEL AND BOTTOM OF DECK SHALL BE AT ELEVATION (+)26'-3" UNLESS OTHERWISE NOTED.

3. EXISTING 3" CONCRETE SLAB ON 2" COMPOSITE 20 GAGE METAL DECK TO REMAIN AND DIRECTION OF SPAN IS INDICATED THUS:

4. * INDICATES DIMENSION TO BE COORDINATED WITH ARCHITECTURAL OR MECHANICAL DRAWINGS, MANUFACTURER OR EXISTING CONSTRUCTION PRIOR TO ANY

FABRICATION OR CONSTRUCTION.

5. 8" MASONRY WALL WITH #5 VERTICAL BARS @ 16" OC. GROUT ALL CELLS. 8" BOND BEAMS WITH (2) #5 CONTINUOUS BARS AT TOP OF WALL. DO NOT DOWELS

VERTICAL BARS INTO EXISTING CONCRETE ON METAL DECK.

6. DRONE DOCK PROFILES ARE GENERIC AND SHOULD NOT BE USED FOR DIMENSIONING OR COORDINATION. REFER TO MANUFACTURER WRITTEN

DOCUMENTATION FOR ADDITIONAL INFORMATION.

7. PROVIDE 3" MAXIMUM DIAMETER CORE THROUGH EXISTING CONCRETE ON METAL DECK. MIN 12" CENTER TO CENTER SEPARATION. SEE ELECTRICAL AND

ARCHITECTURAL DRAWINGS FOR MORE INFORMATION.

8. EXTERIOR, HEAVY-DUTY LANDSCAPE ADHESIVE SHALL BE LOCTITE PL500 LANDSCAPE CONSTRUCTION ADHESIVE OR APPROVED EQUAL. ADHESIVE SHALL BE

INSTALLED PER THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, INCLUDING ANY SURFACE PREPARATION.

T/STL

(+)26'-3"

ROOFING

SEE ARCH

(E) CONC ON MTL

DECK SEE PLAN

(E) STL BEAM

SEE PLAN

DOCK BY OTHERS

(CENTER ON

TOP OF WALL)

CMU WALL

SEE PLAN

BOND BEAM

w/ (2) #5 CONT

S-100

EXTERIOR,

HEAVY-DUTY

LANDSCAPE

ADHESIVE

MIN 3/8" BEAD

ALONG EA FACE

SHELL -TYP

(PLAN NOTE #8)

BED JOINT

REINF. TYP

ANCHOR BOLTS

SEE DTL

FOR MORE INFO

/5 S-100

3' - 6"

S-100

(E) STL BEAM

SEE PLAN

EXTERIOR, HEAVY-

DUTY LANDSCAPE

ADHESIVE

MIN 3/8" BEAD ALONG

EA FACE SHELL -TYP

(PLAN NOTE #8)

CMU WALL

SEE PLAN

T/STL

(+)26'-3"

(E) CONC ON MTL

DECK SEE PLAN

DOCK BY OTHERS

(CENTER ON

TOP OF WALL)

SEE PLAN

ROOFING

SEE ARCH

ANCHOR BOLTS

SEE DTL

FOR MORE INFO

/5 S-100

2' - 1 7/8"1' - 8 1/4" *

1' - 6" 1' - 6"

SECTION A-A

1' - 6" 1' - 6"

(8) 8x8x16 SOLID

CMU BLOCKS

(MIN 72 LB EACH)

A A

POLE PROVIDE

BY MANUF

BASE PL PROVIDE

BY MANUF

RADIO ANTENNA

PROVIDE BY MANUF

RUBBER

ROOFING MAT (E) ROOFING

FRONT

2' - 9 3/8" *

2' - 11" *

3/4" 3/4"

(4) 3/8" DIA (Gr 36) GALV

HEADED ANCHORS

w/4" EMBED COORD LOC w/ DOCK MANUF.

w/1" MIN, 2 3/8" MAX

THREADED PROJECTION

(POST INSTALLED

ANCHORS WILL NOT BE

ACCEPTED)

DOCK

BY OTHERS

PRE-MANUFACTURED

NON-PENETRATING ROOFTOP

MOUNT SEE ELECTRICAL DWGS

(7) 8x8x16 SOLID

CMU BLOCKS

PER TRAY

(14 TOTAL)

(MIN 72 LBS EACH) (E) ROOFING

RUBBER ROOTING MAT TYP

54321

SCALE

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

401 Southwest Water Street Suite 701 Peoria, IL 61602

309.282.8000 Phone

IL DESIGN FIRM REG.

#184005007-0006

IL DESIGN FIRM REG.

#184000358-0001

ROOF FRAMING

PLAN & DETAILS

CEB

BMB

NRH

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Dewberry Architects Inc.

401 Southwest Water Street Suite 701 Peoria, Illinois 61602

309.282.8000 Phone

S-100

Dewberry Engineers Inc.

Scale: 1/8" = 1'-0"

ROOF FRAMING PLAN

Scale: 3/4" = 1'-0"

1/S-100 Scale: 3/4" = 1'-0"

1/S-100

Scale: 3/4" = 1'-0"

1/S-100 Scale: 1 1/2" = 1'-0"

ANCHOR BOLT LAYOUT

NO. DESCRIPTION DATE

Scale: 3/4" = 1'-0"

1/S-100

VTR

VTR VTR

VTR

C C

6 7 8 9

RADIO

ANTENNA

EXISTING

HATCH

6' - 0" 34' - 9"

A1 A-162

A4 A-162

PROVIDE NEW

WALKING PAD

DOCKING

STATION

CLEAR

MIN 17' - 0" TYP

CLEAR

MIN 17' - 0" TYP

CLEAR

MIN 12' - 0" TYP

CLEAR

MIN 12' - 0" TYP

6 7 8 9

VTR

VTR VTR

VTR

C C

EXISTING

HATCH

7' - 0"

DEMOLISH ROOF MEMBRANE,

REMOVE INSULATION TO DECK,

PREPARE FOR NEW CMU WALL

CONSTRUCTION.

41' - 3"

54321

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APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

401 Southwest Water Street Suite 701 Peoria, IL 61602-1585 309.282.8000

IL DESIGN FIRM #184000358-0001

Dewberry Engineers Inc.

401 Southwest Water Street Suite 701 Peoria, Illinois 61602

ILLINOIS DESIGN FIRM REG.

#184005007-0006

ROOF OVERALL

PLAN &

DEMOLITION

PLAN

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A-161

Scale: 1/8" = 1'-0"A4 ROOF ANNOTATION & DIMENSION PLAN Scale: 1/8" = 1'-0"A1 ROOF DEMOLITION PLAN

PER SECTION 1015.6

Guards shall be provided where various components that require service are located within 10 feet (3048 mm) of a roof edge or open side of a walking surface and such edge or open side is located more than 30 inches (762 mm) above the floor, roof or grade below. Therefore, no guardrail required.

ROOF T/DECK

26' - 8"

ROOF

26' - 8"

D E F G

40 DEGREES

40 DEGREESA4

A-162

RADIO

ANTENNA

DOCKING

STATION

CLEAR

17' - 0"

EXISTING ROOF

27' - 7 1/2"

A-162 C1

ROOF T/DECK

26' - 8"

ROOF

26' - 8"

7 8 9

A1 A-162

40 DEGREES 40 DEGREES

A-162 C3

CLEAR

17' - 0"

CLEAR

EXISTING ROOF

27' - 7 1/2"

ROOF T/DECK

26' - 8"

ROOF

26' - 8"

BOND BEAM, SEE

STRUCTURAL DRAWINGS.

NEW CMU WALL

EXISTING CONCRETE ON

METAL DECK TO REMAIN

DOCKING STATION PROVIDED

BY MANUFACTURER

NEW INSULATION TO MATCH EXISTINGEXISTING ROOF

27' - 7 1/2"

A-162 E1

A-162 E3

EXISTING ROOF AND INSULATION

TO REMAIN

8" M

ROOF T/DECK

26' - 8"

ROOF

26' - 8"

BASE PLINTH PROVIDED BY

MANUFACTURER

EXISTING CONCRETE ON

METAL DECK TO REMAIN

EPDM BOOT FLASHING BY

ROOF PROVIDER

NEW EPDM FLASHING MEMBRANE

NEW EPDM ROOF MEMBRANE

EXISTING ROOF

27' - 7 1/2"

A-162 C5

A-162 E5

RADIO ANTENNA PROVIDED

BY MANUFACTURER

POLE PROVIDED BY

MANUFACTURER

EXISTING ROOF

27' - 7 1/2"

MORTAR STRUCK FLUSH

BOLT

NEW EPDM FLASHING MEMBRANE

EXISTING ROOF

27' - 7 1/2"

NEW EPDM FLASHING MEMBRANE

NEW EPDM ROOF MEMBRANE

SEAM PLATE

EPDM BOOT FLASHING BY

ROOF PROVIDER

CLAMPING RING (BY OTHERS)

EPDM PIPE FLASHING

EPDM SEALING MASTIC

CAULK (BEADED)

ANCHOR DISC AND FASTENER

EXISTING ROOF

27' - 7 1/2"

NEW EPDM FLASHING MEMBRANE

NEW 1/2" COVERBOARD

SEAM PLATE

EXISTING EPDM MEMBRANE

ADHESIVE TAPE

NEW EPDM ROOF MEMBRANE

1/8" TO 1/2"

ADHESIVE

54321

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APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

401 Southwest Water Street Suite 701 Peoria, IL 61602-1585 309.282.8000

IL DESIGN FIRM #184000358-0001

Dewberry Engineers Inc.

401 Southwest Water Street Suite 701 Peoria, Illinois 61602

ILLINOIS DESIGN FIRM REG.

#184005007-0006

ROOF SECTIONS

& ENLARGED

DETAILS

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A-162

Scale: 3/16" = 1'-0"A1 NORTH-SOUTH SECTION Scale: 3/16" = 1'-0"A4 EAST-WEST SECTION

Scale: 1/2" = 1'-0"C1 ROOF CONNECTION DETAIL (DOCKING STATION) Scale: 1/2" = 1'-0"C3 ROOF CONNECTION DETAIL (RADIO ANTENNA)

Scale: 3" = 1'-0"E1 ENLARGED DOCKING STATION DETAIL

Scale: 3" = 1'-0"C5 RADIO ANTENNA PLINTH CONNECTION DETAIL

Scale: 3" = 1'-0"E5 RADIO ANTENNA FLASHING BOOT DETAIL Scale: 3" = 1'-0"E3 EXISTING TO NEW ROOF CONNECTION

C L

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XXX-#,#,#

FACE PLATE

LABEL

- REPRESENTS CIRCUIT NUMBER

- REPRESENTS PANEL DESIGNATION

LABELS SHALL BE MACHINE ENGRAVED ON VISIBLE FACE OF PLATE.

REFER TO SPECIFICATIONS.

XXX-#,#,#

LEGEND:

NOTES:

XXX

1/4" (TYP.)

NEUTRAL TERMINAL IN

THE TOP POSITION

ELECTRICAL SYMBOLS LEGEND

THIS IS A MASTER SYMBOLS LIST -

NOT ALL SYMBOLS APPLY TO THIS PROJECT

DUPLEX RECEPTACLE

"GF" = GROUND FAULT, "WR" = WEATHER-RESISTANT

"WP" = WEATHERPROOF BOX

JUNCTION BOX, CEILING MOUNTEDJ

PULL BOX

EQUIPMENT - SIZE & TYPE AS SHOWN

208V PANELBOARD - NORMAL BRANCH

208V PANELBOARD - EMERGENCY/LIFE SAFETY BRANCH

480V PANELBOARD - NORMAL BRANCH

480V PANELBOARD - EMERGENCY/LIFE SAFETY BRANCH

SYMBOL DESCRIPTION

FIRE ALARM CONTROL PANEL

J JUNCTION BOX, WALL MOUNTED

12 GA, 1-5/8" METAL

FRAMING CHANNEL - 1FT

1" C. PWR

WIDE FLANGE STRUCTURAL

FRAMING GIRDER, (E), TYP

MEMBRANE ROOF(E)

CUT SEAM SEALANT

PRE-FABRICATED MEMBRANE

FLASHING, TYP OF 2

THROUGH-ROOF PIPE

PENETRATION, TYP OF 2

PIPE HANGER - EACH SIDE

OF CHANNEL

CONDUIT CLAMP

DEEP-TYPE JUNCTION BOX

MOUNTED TO STRUT

1-1/2" C. DATA

BEAM CLAMP

BUSHING FOR DATA CABLE

CONDUIT TRANSITION

12 GA, 1-5/8" METAL FRAMING

CHANNEL - LENGTH AS REQ'D TO

SUPPORT CONDUITS TO ROOF

12 GA, 1-5/8" METAL FRAMING CHANNEL -

LENGTH TO SPAN GIRDER BOTTOM

CHORDS AS SHOWN

GENERAL NOTES:

1. ALL STRUT CHANNEL, ASSOCIATED MOUNTING & PIPE-HANGING

HARDWARE, SCREWS, AND ALL ACCESSORIES ON ROOF SHALL BE

ATKORE WITH DEFENDER CORROSION PROTECTION, OR EQUAL.

DO NOT USE TOUCH UP PAINT OVER CUT STRUT EDGES,

DEFENDER STRUT HAS SELF-HEALING PROPERTIES THAT

PROPAGATE OVER CUT EDGES AND SCRATCHES.

2. ALL CONDUIT ON ROOF SHALL HAVE WATER-TIGHT CONNECTIONS.

3. DATA CABLE CONDUIT ROUTING TO DOCKS NOT SHOWN. REFER

TO TECHNOLOGY PLANS AND DETAILS.

4. PROVIDE ALL NECESSARY HARDWARE AND ACCESSORIES FOR A

COMPLETE & WATER-PROOF INSTALLATION OF EQUIPMENT

SHOWN ON RACK AND CONDUIT PENETRATIONS THROUGH ROOF.

5. = REFER TO CONDUIT AND WIRING SCHEDULE ABOVE FOR

SPECIFIC RUN OF CIRCUITRY.

DETAIL NOTES:

1. GALVANIZED RIGID STEEL CONDUIT TO DOCK. REFER TO E-100 FOR

CONTINUATION.

2. ALL HOLES MADE THROUGH ENCLOSURE SHALL BE MADE WITH A

KNOCKOUT PUNCH KIT. ENSURE THE NEMA RATING IS MAINTAINED.

3. 1" GALVANIZED RIGID STEEL CONDUIT FOR DATA. REFER TO

TECHNOLOGY PLANS FOR ROUTING. CENTER MOUNT CONDUITS

BETWEEN EDGE OF BOX AND INCOMING 1-1/2" CONDUIT FROM

BELOW ROOF SUCH THAT (2) 1" CONDUITS CAN BE MOUNTED ON

EACH SIDE OF (2) PROVIDED CONDUITS.

4. DO NOT PENETRATE ROOF MEMBRANE WHEN MOUNTING

STRUCTURE. UTILIZE ROOF & FLASHING POLYURETHANE SEALANTS

AT FLASHING EDGES.

5. 10 FOOT BALLASTED HEAVY DUTY ROOFTOP FOR REMOTE RADIO

UNIT STRUCTURE SHALL BE SITE PRO RT-RRU10HD, OR EQUAL. TOP

UNISTRUT SHALL BE MOUNTED AT 4 FT ABOVE ROOF. TOP UNISTRUT

SHALL BE MOUNTED AT 4 FT ABOVE ROOF TO TOP.

6. RUN CIRCUITRY FROM NEW PANELBOARD TO DISCONNECT TO

SERVE FUTURE EQUIPMENT.

GRID CEILING(E)

EMT

GALVANIZED RIGID

STEEL CONDUIT

SUPPORT CONDUIT AS

REQ'D BACK TO

MECHANICAL ROOM

POWER

ENCL DATA

ENCL

FUTURE

DOCK DOCK #1

12 GA, 1-5/8" METAL

FRAMING CHANNEL -

2.5 FT, TYP OF 2

FUTURE

DOCK

12" H x 10" W x 6" D, 16 GA, GASKETED, NEMA 4, HINGED-DOOR ENCLOSURE:

HOFFMAN LHC302515,

OR EQUAL

PIPE CAP, TYP OF 2

20A, GF, WR, EXTRA HEAVY DUTY

DUPLEX RECEPTACLE IN A DEEP-TYPE,

SINGLE-GANG,CAST BOX & HORIZONTAL

METAL WHILE-IN-USE-COVER

30A, 600V, 3P, NEMA 3R,

HEAVY DUTY, NON-

FUSED, LOCKABLE

DISCONNECT, TYP OF 3

16" H x 16" W x 6" D, 16 GA, GASKETED, NEMA 4, HINGED-DOOR ENCLOSURE:

HOFFMAN A16H16ALP3PT,

OR EQUAL

STAINLESS STEEL DRAWBAND &

WATERPROOFING SEALANT,

TYP OF 2

DATA

ENCL

ROOF CONDUIT

MOUNTING SUPPORT 4

GRID CEILING(E)

WIDE FLANGE STRUCTURAL

FRAMING GIRDER, (E), TYP

MEMBRANE ROOF(E)

SIDE VIEW

FRONT VIEW

PIPE CLAMPS, TYP

6 6

12 GA, 1-5/8" METAL

FRAMING CHANNEL -

10 FT, TYP OF 4

SUPPORT PLATE &

HARDWARE, TYPE

U-BOLTS &

HARDWARE, TYP

2-3/8" x 84" SCH 40 GALVANIZED

PIPE, V-CLAMP & ASSOCIATED

HARDWARE, TYP OF 2

BALLASTED TRAY WELDMENT,

TYP OF 2

2-3/8" x 63" SCH 40 GALVANIZED

PIPE, V-CLAMP & ASSOCIATED

HARDWARE, TYP OF 2

NON-PENETRATING

ROOFTOP MOUNT

NON-PENETRATING

ROOFTOP MOUNT

BALLASTED TRAY WELDMENT,

TYP OF 2

SUPPORT PLATE &

HARDWARE, TYP OF 4

CONDUIT OFFSET, TYP

STRUT MOUNTED TO

PIPE VIA U-BOLT

5" V-CLAMP, TYP OF 2

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APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

401 Southwest Water Street Suite 701 Peoria, IL 61602

309.282.8000 Phone

IL DESIGN FIRM REG.

#184005007-0006

IL DESIGN FIRM REG.

#184000358-0001

ELECTRICAL

SYMBOLS,

ABBREVIATIONS,

& NOTES

JAM

GTR

JAM

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Dewberry Architects 401 SW Water Street, Suite 701 Peoria, Illinois 61602-1530 309.202.8100

E-001

ELECTRICAL GENERAL NOTES

1. REFER TO SHEET E-001 (THIS SHEET) ELECTRICAL SYMBOLS,

ABBREVIATIONS FOR DESCRIPTIONS OF ALL GRAPHIC

SYMBOLS USED ON THESE DRAWINGS.

2. ALL EQUIPMENT, DEVICES, AND FIXTURES DEPICTED IN THESE

DRAWINGS ARE BASIS OF DESIGN ONLY. CONTRACTOR SHALL

BE RESPONSIBLE FOR COORDINATING THE EXACT

INSTALLATION REQUIREMENTS OF ACTUAL EQUIPMENT

PROVIDED WITH ALL OTHER TRADES.

3. ALL WIRING 120-VOLT & ABOVE SHALL BE IN CONDUIT.

LOW-VOLTAGE CABLING MAY BE INDEPENDENTLY SUPPORTED

FROM STRUCTURE ABOVE ACCESSIBLE CEILINGS BY J-HOOKS

OR ANY OTHER APPROVED METHOD PER THE

SPECIFICATIONS. LOW-VOLTAGE CABLING UP WALLS OR IN

EXTERIOR LOCATIONS SHALL BE IN CONDUIT.

4. CONTRACTOR SHALL CALCULATE FOR AND INCREASE WIRE

SIZE TO COMPENSATE FOR VOLTAGE DROP.

5. ALL CONDUITS SHALL BE INSTALLED CONCEALED FROM VIEW

ABOVE CEILINGS AND IN WALLS OR FLOORS EXCEPT IN

MECHANICAL ROOMS AND ON CEILINGS OF AREAS WITH

EXPOSED STRUCTURE. EXPOSED CONDUIT AND BOXES SHALL

BE PAINTED TO MATCH ADJACENT EXISTING STRUCTURE.

6. WIRE SIZES SHALL REMAIN CONSISTENT THROUGHOUT THE

ENTIRE CIRCUIT.

7. PROVIDE A DEDICATED GROUNDING CONDUCTOR FOR EACH

A-B-C PHASE GROUPING FOR ALL 20 AMP CIRCUITS.

8. PROVIDE STEEL SLEEVES IN ALL FIRE WALLS, SMOKE WALLS,

OR COMBINATION SMOKE/FIRE WALLS FOR CONDUIT/WIRING

PENETRATIONS. PROVIDE FIRE SEALANT FOR ALL PARTITION

TYPES OF EQUIVALENT RATING AFTER ALL WIRING IS

INSTALLED. REFER TO CODE PLAN.

9. UNLESS OTHERWISE NOTED, ALL CIRCUITS SHALL ORIGINATE

FROM THE PANELBOARD AREA SHOWN.

10. ALL CIRCUITS SHALL CONTAIN DEDICATED NEUTRAL

CONDUCTORS, UNLESS SHOWN OTHERWISE.

11. ALL EMPTY CONDUITS SHALL HAVE PULL STRINGS INSTALLED

PER SPECIFICATIONS.

12. EXPOSED CONDUIT ENDS SHALL BE FITTED WITH PLASTIC

BUSHINGS.

13. ALL WORK SHALL BE PHASED IN ACCORDANCE WITH

CONTRACT DRAWINGS AND OWNERS REQUIREMENTS.

14. REFER TO 'T'-SERIES DRAWINGS FOR ADDITIONAL

REQUIREMENTS FOR RACEWAYS, OUTLET BOXES, PULL

BOXES, AND ENCLOSURES FOR LOW VOLTAGE SYSTEMS.

Scale: N.T.S.

FACEPLATE - LABEL DETAIL

THIS IS A MASTER ABBREVIATIONS LIST. SOME ABBREVIATIONS MAY NOT

APPLY TO THIS PROJECT.

ABBREVIATIONS - ELECTRICAL

A, AMP AMPERE

AC ABOVE CEILING

ADA AMERICANS WITH DISABILITIES ACT

AFCI ARC FAULT CIRCUIT INTERRUPTER

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AIC AMPERES INTERRUPTING CAPACITY

AL, ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ATS AUTOMATIC TRANSFER SWITCH

AUX AUXILIARY

AWG AMERICAN WIRE GAUGE

BAS BUILDING AUTOMATION SYSTEM

BLDG BUILDING

BMS BUILDING MANAGEMENT SYSTEM

BRKR, BKR BREAKER

BTU BRITISH THERMAL UNIT

C CONDUIT

C/B, CB CIRCUIT BREAKER

CKT CIRCUIT

CL CENTERLINE

CLG CEILING

CNT CONTACTS

CP CIRCULATING PUMP

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CU COPPER

DD DUCT DETECTOR

DET DETECTOR

DIA DIAMETER

DN DOWN

DP DISTRIBUTION PANEL

DTEN DETENTION

DWG DRAWING

E EXISTING

EA EACH

EC ELECTRICAL CONTRACTOR

EF EXHAUST FAN

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EMT ELECTRICAL METALLIC TUBING

EOL END OF LINE RESISTOR

EWC ELECTRIC WATER COOLER

FA FIRE ALARM

FC FOOTCANDLE

FFB FROM FLOOR BELOW

FLA FULL LOAD AMPS

FLEX FLEXIBLE CONDUIT CONNECTION

FLR FLOOR

G GROUND

GALV GALVANIZED

GFCI, GF GROUND FAULT CIRCUIT INTERRUPTER

GRC, GRMC GALVANIZED RIGID METALLIC CONDUIT

HP HORSE POWER

HVAC HEATING, VENTILATION AND AIR

CONDITIONING

Hz HERTZ, FREQUENCY

IMC INTERMEDIATE METALLIC CONDUIT

JB JUNCTION BOX

K KELVIN

KCMIL THOUSAND CIRCULAR MILLS

KVA KILOVOLT-AMPERES

KW KILOWATT

LED LIGHT EMITTING DIODE

LFMC LIQUID TIGHT FLEXIBLE METALLIC CONDUIT

LP LIGHTING PANEL

LSIG LONG, SHORT, INSTANTANEOUS & GROUND

LTG LIGHTING

LV LOW VOLTAGE

LVRC LOW VOLTAGE RELAY CABINET

MATL MATERIAL

MC METAL CLAD CABLE

MCA MAXIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MFR MANUFACTURER

MLO MAIN LUGS ONLY

MOCP MAXIMUM OVERCURRENT PROTECTION

MTR MOTOR

N.C. NORMALLY CLOSED

N.O. NORMALLY OPEN

N/A NOT APPLICABLE

NEC NATIONAL ELECTRIC CODE

NECA NATIONAL ELECTRICAL CONTRACTORS

ASSOCIATION

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NL NIGHT LIGHTING

NO NUMBER

NTS NOT TO SCALE

OCC OCCUPANCY (SENSOR)

P POLE

PB PULL BOX

PH, Ø PHASE

PNL PANEL

POE POWER OVER ETHERNET

PP POWER PANEL

PVC POLYVINYL CHLORIDE

PWR POWER

QTY, QUAN QUANTITY

R REMOVE

RCP REFLECTED CEILING PLAN

REC, RECP RECEPTACLE

REQ, REQ'D REQUIRED

RHC REHEAT COIL

RMC RIGID METALLIC CONDUIT

RNC RIGID NON-METALLIC CONDUIT

RP RECEPTACLE PANEL

RR REMOVE AND RELOCATE

RTU ROOF TOP UNIT

SBD, SWBD SWITCHBOARD

SGR, SWGR SWITCHGEAR

SMK SMOKE

SPD SURGE PROTECTIVE DEVICE

SPEC SPECIFICATION

SS STAINLESS STEEL (TYPE 304, UNO)

SSC STAINLESS STEEL RIGID CONDUIT (TYPE 304,

UNO)

SSU SWITCH & FUSE UNIT (BUSS)

STD STANDARD

TEMP TEMPORARY

TYP TYPICAL

UG UNDERGROUND

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTABLE POWER SUPPLY

V VOLTS

VA VOLT AMPERES

VFD VARIABLE FREQUENCY DRIVE

W WATT

WG WIRE GUARD

Scale: 3/4" = 1'-0"

THRU-ROOF CONDUIT ROUTING & DOCK STRUCTURE DETAIL

* Indicates Breaker Type: 1=Standard, 2=HACR (HVAC Rated), 3=6MA GFCI, 4=30MA GFCI, 5=Shunt Trip, 6=AFCI ** See Specifications for Panel Type

Legend:

Total Amps: 53 A 49 A 64 A

Total Load: 6267 5867 7667

29 SPACE -- -- 1 -- 3167 30

27 SPACE -- -- 1 -- 3167 28

25 RECEPTACLE PUBLIC WAITING 104 20 1 1 500 3367

3 1 50 'EM2'

23 TELE/DATA EQUIPMENT RACK 20 1 1 500 800 1 1 20 RECEPTACLE CONFERENCE MAJOR CASE 215A 24

21 TELE/DATA EQUIPMENT RACK 20 1 1 500 800 1 1 20 RECEPTACLE CONFERENCE MAJOR CASE 215A 22

19 REC CONFERENCE MAJOR CASE 215A 20 1 1 1000 1000 1 1 20 RECEPTACLE ROOM 215 - MONITORS 20

17 RECEPTACLE RTCC 215 20 E 1 1000 1000 1 E 20 RECEPTACLE ROOM 215 - MONITORS 18

15 EQUIPMENT 20 E 1 400 1000 1 E 20 RECEPTACLE ROOM 215 - MONITORS 16

13 EQUIPMENT 20 E 1 400 0 1 -- 20 RECEPTACLES 14

11 RECEPTACLE ROOM 215P 20 E 1 1200 0 1 -- 20 RECEPTACLES 12

9 FIRE PANEL 20 -- 1 0 0 1 -- 20 RECEPTACLES 10

7 CCTV CAMERA 20 -- 1 0 0 1 -- 20 RECETPACLES 8

5 CCTV CAMERAS 20 -- 1 0 0 1 -- 20 LIGHTING 6

3 LIGHTING FLOOR 20 -- 1 0 0 1 -- 20 RECEPTACLES 4

1 FACP 20 -- 1 0 0 1 -- 20 RECEPTACLES 2

CKT Circuit Description Trip * Pole A B C Pole * Trip Circuit Description CKT

Notes:

Contactor: NO

Enclosure: Type 1 Shunt Trip: NO

Mounting: RECESSED Wires: 4 Mains Rating: 100 A

Supply From: Phases: 3 Mains Type: MLO

Location: Room 215I Volts: 120/208 Wye A.I.C. Rating: EXISTING

Panel: 'EM1'(E) Branch: EMERGENCY

CONDUIT & WIRING SCHEDULE

= 1" CONDUIT FOR PANEL 'EM-2' CIRCUIT FROM 'EM-1':

- (1) #8 HOT, (1) #8 NEUTRAL, & (1) #10 GROUND