WTP HVAC AND CLEARWELL IMPROVEMENTS CITY OF …city of galesburg oquawka, il location map g001 ... m101mechanical filter building plans m102mechanical office building plan m501mechanical

SET NO.

INDEX OF SHEETS

PROJECT NO. 19-3023 SHEET 1 OF 17 SHEETS

SEPTEMBER, 2019

WTP HVAC AND CLEARWELL IMPROVEMENTS

CITY OF GALESBURG

OQUAWKA, IL

LOCATION MAP

G001

Non-R

educed S

ize: 22x34

Quincy, IL Burlington, IA

Pella, IA Hannibal, MO Columbia, MO

www.klingner.com

49 North Prairie Street

309.342.4042

Galesburg, Illinois

G001 COVER SHEET

E101 ELECTRICAL PLANS

M100 MECHANICAL FILTER BUILDING PLANS - DEMO

M101 MECHANICAL FILTER BUILDING PLANS

M102 MECHANICAL OFFICE BUILDING PLAN

M501 MECHANICAL SECTIONS, SCHEDULES AND DETAILS

S001 STRUCTURAL NOTES

S101 CEARWELL PARTIAL FOUNDATION PLAN

S102 FILTER LEVEL FLOOR SLAB PLAN

S103 OUTSIDE AIR UNIT FOUNDATION DETAILS

S201 CLEARWELL COVER FRAMING AND GRATING/H.R. PLAN

S202 ROOF FRAMING PLAN

S301 SECTIONS AND ELEVATIONS

S401 LADDER DETAILS

S402 LADDER AND HANDRAIL DETAILS

S501 STRUCTURAL DETAILS

S601 CLEARWELL COVER RENDERINGS

PROJECT LOCATION

PROJECT LOCATION

LICENSE EXPIRES: 11/30/19

STATE OF ILLINOIS NO. 062.052168

ROBERT V. VENVERTLOH P.E. DATE

LICENSED PROFESSIONAL ENGINEER

DESIGN FIRM NO. 184-2738

LICENSE EXPIRES: 11/30/20

STATE OF ILLINOIS NO. 081.005167

ALAN D. LUKENS P.E., S.E. DATE

LICENSED STRUCTURAL ENGINEER

DESIGN FIRM NO. 184-2738

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ALEXANDER

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PULASKI

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MASSAC

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JOHNSON

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UNION

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JACKSON

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WILLIAMSON

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POPE

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SALINE

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HAMILTON

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FRANKLIN

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PERRY

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RANDOLPH

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MONROE

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ST. CLAIR

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WASHINGTON

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JEFFERSON

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WAYNE

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RICHLAND

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CLAY

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MARION

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CLINTON

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BOND

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MADISON

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MONTGOMERY

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FAYETTE

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EFFINGHAM

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JASPER

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CUMBERLAND

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COLES

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SHELBY

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CHRISTIAN

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MACOUPIN

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HARDIN

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GALLATIN

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WHITE

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EDWARDS

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WABASH

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LAWRENCE

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CRAWFORD

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CLARK

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EDGAR

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DOUGLAS

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MOULTRIE

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PIATT

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MACON

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SANGAMON

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MORGAN

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SCOTT

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GREENE

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JERSEY

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CALHOUN

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PIKE

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MENARD

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CASS

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BROWN

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ADAMS

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SCHUYLER

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LOGAN

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DE WITT

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VERMILION

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CHAMPAIGN

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MASON

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TAZEWELL

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FULTON

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MC DONOUGH

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HANCOCK

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PEORIA

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WOODFORD

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MC LEAN

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FORD

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IROQUOIS

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LIVINGSTON

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PUTNAM

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MARSHALL

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STARK

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HENDERSON

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WARREN

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KNOX

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MERCER

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KANKAKEE

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GRUNDY

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WILL

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KENDALL

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LA SALLE

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BUREAU

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HENRY

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ROCK ISLAND

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LEE

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WHITESIDE

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COOK

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DU PAGE

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KANE

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DE KALB

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OGLE

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CARROLL

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LAKE

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MC HENRY

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BOONE

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WINNEBAGO

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STEPHENSON

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JO DAVIESS

mjs

19-3021 9/16/19

mjs

19-3010 9/9/19

GFC

I

GFC

I

GFC

I

GFIWP

GFC

I GFC

I

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GFCI

GFCI GFCI

5

M501

_____________________

765432

DHR-5DHR-3

DHR-1

DHR-2

EF-17

PANEL-LPB

1

EF-18

EF-17

E05

(TYP 5)

E05

E01

E05

E05E05

E05

E04

E07

E03

LPB- 33

E06

LPB- 39

LPB- 35

LPB- 37

P1- 2P1- 1

4

M501

_____________________

E08

E05

DOAS-1

E10DHR-4

LPB- 42

E06

E06E06 E06

E06

DHR-8

LPB- 40

2

M501

_____________________

1312111098765

DHR-7 DHR-6

MAINELECTRICAL ROOM

BOILER ROOM

PANEL-LPA

LPA- 27 LPA- 39

PANEL-P1

PANEL-P2

E10

1. APPLICABLE STANDARDS: NFPA-70, NFPA-101, STATE BUILDING CODES, AND THEOCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) OF 1971 AND ALL AMENDMENTS THERETO; EQUIPMENT, DEVICES, APPARATUS, SYSTEMS, AND INSTALLATIONS SHALL BE ENTIRELY SUITABLE AND SAFE FOR EACH INTENDED APPLICATION AND BE IN FULL COMPLIANCE WITH APPLICABLE STANDARDS, REQUIREMENTS, RULES, REGULATIONS, CODES, STATUTES, ORDINANCES, ETC., OF MUNICIPAL, COUNTY, AND STATE GOVERNMENTS, OWNER'S INSURANCE COMPANY, LOCAL UTILITIES, AND LABOR REGULATIONS. NOTHING CONTAINED IN THESE PLANS AND SPECIFICATIONS SHALL BE CONSTRUED TO CONFLICT WITH THESE LAWS, CODES, AND ORDINANCES.

2. DRAWINGS ARE SCHEMATIC AND SHOW APPROXIMATE LOCATIONS OF ELECTRICALEQUIPMENT. EXACT LOCATIONS SHALL BE COORDINATED BY THE CONTRACTOR AND VERIFIED IN THE FIELD PRIOR TO ROUGH-IN.

3. INSTALLATIONS WHICH INCLUDE ELECTRICAL FIXTURES, DEVICES, CONDUIT, SWITCHES,PANELS, HANGERS, WIRE, CABLE, STANDARDS, ETC., MUST BE ENTIRELY SUITABLE FOR TEMPERATURES, HUMIDITY, DAMP AREAS, VOLTAGE, FREQUENCY, AND ALL INSTALLATION CONDITIONS ENCOUNTERED.

4. INSTALLATION MUST BE ENTIRELY SAFE IN EVERY RESPECT, AND MUST NOT CREATE ANYCONDITIONS OF ANY KIND WHICH WILL BE HARMFUL TO ANY OCCUPANT OF THE BUILDING. IF CONTRACTOR BELIEVES THAT INSTALLATION WILL NOT BE SAFE FOR ALL PEOPLE, HE/SHE SHALL SO REPORT IN WRITING TO ENGINEER BEFORE ANY EQUIPMENT IS PURCHASED OR WORK IS INSTALLED, GIVING EXACT RECOMMENDATIONS, AND REASONS FOR THEM.

5. GROUNDING: ALL GROUNDING SHALL BE IN STRICT ACCORDANCE WITH THE LATESTEDITION OF THE NATIONAL ELECTRICAL CODE (NEC).

6. INSTALLATION OF ELECTRICAL DEVICES SHALL BE COORDINATED WITH OTHER TRADES ASNECESSARY TO PREVENT ANY CONFLICTS DURING CONSTRUCTION.

7. LOW VOLTAGE CONDUIT AND JUNCTION BOXES SHALL BE INSTALLED BY THE ELECTRICALCONTRACTOR.

8. LIGHTING: FURNISH AND INSTALL ALL LIGHTING FIXTURES COMPLETE WITH LAMPS INACCORDANCE WITH THE LIGHTING FIXTURE SCHEDULE SHOWN ON THE DRAWINGS. ALL UNITS SHALL BE COMPLETE WITH SUSPENSION ACCESSORIES, CANOPIES, SOCKETS, LOUVERS, FRAMES, AND ROUGH-IN BOXES, WIRED AND ASSEMBLES TO FURNISH A COMPLETE WORKABLE SYSTEM.

9. EQUIPMENT GROUNDING CONDUCTORS SHALL BE PULLED WITH ALL BRANCH CIRCUITS.CONDUIT SHALL NOT BE USED AS A GROUND U.N.O.

10. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS, ACCESSORIES,TOOLS, EQUIPMENT, TRANSPORTATION, LABOR, SERVICES AND OPERATIONS NECESSARYFOR A COMPLETE ELECTRICAL SYSTEM.

11. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FORALL INSPECTIONS REQUIRED BY STATE OR LOCAL AUTHORITIES.

12. MATERIALS MUST BE NEW, IN FIRST CLASS CONDITION.13. CONDUIT SHALL BE SEPARATELY HUNG AND ANCHORED, FREE TO EXPAND AND

CONTRACT QUIETLY, WITHOUT IMPOSING STRAINS ON STRUCTURE, DEVICES, AND EQUIPMENT. CONDUIT SHALL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING LINES.

14. CONTRACTOR SHALL PERFORM EXCAVATION REQUIRED TO INSTALL HIS WORK.15. ALL SPACES AROUND ELECTRICAL PENETRATIONS THOUGH A SMOKE PARTITION SHALL

BE FILLED WITH AN APPROVED MATERIAL TO LIMIT THE FREE PASSAGE OF SMOKE.

GENERAL ELECTRICAL NOTES:

76

5

E02

E11

E09

Full sized plans have been prepared using standard scales. Reduced sized plans may not conform to standard scales.

SHEET

DRAWING ISSUED DATE:

SHEET TITLE

Non-Reduced Sheet Size 24" x 36"

CHECKED CHECK DATE

FIELD FIELD BOOK

2018 KLINGNER & ASSOCIATES P.C.

PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

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This document shall not be used for any purpose or project for which it is not intended. Klingner & Associates P.C. and their Divisions shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses and expenses, including attorneys fees and costs arising out of such misuse or reuse of this document. In addition, unauthorized reprod-uction of this document, in part or as a whole, is prohibited.

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ELECTRICAL PLANS

193010

09/06/2019

BIDDING

1/8" = 1'-0"2ELECTRICAL FILTER LEVEL PLAN

1/8" = 1'-0"3ELECTRICAL OFFICE LEVEL PLAN

ELECTRICAL KEYNOTE LEGEND

VALUE DESCRIPTION

E01 EXISTING ELECTRICAL TO REMAIN.

E02 DISCONNECT EXISTING EXHAUST FAN. RE-USE EXISTING WIRING, CONDUIT TO SERVE NEWEF-19.

E03 PROVIDE DUCT SMOKE DETECTOR. COORDINATE WITH MECHANICAL CONTRACTOR.DOAS-1 SHALL BE SHUT-DOWN IF FIRE ALARM SYSTEM IS ACTIVATED OR IF DUCT SMOKEDETECTOR IS ACTIVATED.

E05 REMOVE LIGHT FIXTURE AND MODIFY ASSOCIATED CONDUIT TO ALLOW FOR NEWDUCTWORK INSTALLATION. COORDINATE WITH MECHANCIAL CONTRACTOR. LIGHTING TOBE REPLACED IN A FUTURE PROJECT.

E06 PROVIDE GFCI RECEPTACLE FOR NEW DEHUMIDIFIER UNIT. COORDINATE LOCATION WITHMECHANICAL CONTRACTOR.

E07 VARIABLE FREQUENCY DRIVE FOR NEW EXHAUST FAN.

E08 EXTEND WIRING AND CONDUIT FROM EXISTING CIRCUIT IN AREA TO NEW EXHAUST FAN.

E09 EXISTING FANS ON MECHANICAL ROOM ROOF HAVE NEW DUCTWORK EXTENDED TO FANCONNECTION AT ROOF, AND MAY REQUIRE TEMPORARY DISCONNECTION. COORDINATEWITH MECHANICAL CONTRACTOR.

E10 EXTEND NEW CIRCUIT TO NEW DOAS-1 FROM P1 MOTOR CONTROL CENTER. SEE MCCELEVATION THIS SHEET.

E11 DISCONNECT EXISTING AIR HANDLING UNIT AND REMOVE ASSOCIATED ELECTRICALCOMPONENTS.

1/8" = 1'-0"1ELECTRICAL PARTIAL PLAN - DEMO

MCC - P1 ELEVATION PROVIDE FREEDOM/F2100, 480V - 3PH, 225AFEEDER BREAKER UNIT

N

KLINGNER

& ASSOCIATES

16'8'4'0

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

REVISION HISTORY

DESCRIPTION DATE APPR

TH

1

M501_____________________

2

M501_____________________

M02

MECHANICAL ROOM

FILTER ROOM

EXISTING CONCRETE

PAD

XAHU-2

XER-2

XEF

EXHAUSTTRANSFER

OPENING

OUTSIDE AIRTRANSFER

OPENING

7654321

M03

PANEL-LPB

3"

3"

M04

M04

M20

M14M10

M10

M10

2

M501_____________________

765

OAI-2

EF-11

EF-10

EF-12

EF-13

EF-14

M07

M07

M01

M07

M07

M07

M24

16"x8"

S

B

D

EA

OA

RA

SA

EXHAUST AIR

OUTSIDE AIR

RETURN AIR

SUPPLY AIR

GRILLES, REGISTERS, AND DIFFUSERS TAG

CFM

SQUARE DUCT SIZE TAG (WIDTH x HEIGHT)

HVAC SYMBOLS

DUCT SMOKE DETECTOR

MANUAL BALANCING DAMPER

BACKDRAFT DAMPER

TEMPERATURE & HUMIDITY SENSOR

AIR INLET/OUTLET

MECHANICAL EQUIPMENT

DUCT BEING DEMOLISHED

TYPE (SEE SCHEDULE)X

500

AHU-8

CONNECT TO EXISTING

1. ALL MECHANICAL INSTALLATIONS SHALL CONFORM TO NFPA 90A,SMACNA, ASHRAE AND ALL OTHER STATE AND LOCAL CODES.

2. SUPPLY (AS A MINIMUM) FRESH AIR REQUIRED BY ANSI/ASHRAESTANDARD 62 AS NOTED ON PLANS.

3. UPON COMPLETION OF CONSTRUCTION, REPLACE ALL FILTERS.4. ALL 90 DEGREE BENDS IN AIR DUCTS SHALL HAVE TURNING

VANES. VANES SHALL BE SINGLE THICKNESS WITH RADIUS = 4.5" AND SPACING = 2.25".

5. ALL MAIN AND BRANCH DUCTS SHALL BE RECTANGULAR NON-CORROSIVE TO CHOLORINES AND SIZED AS NOTED ON THE PLANS. SIZE SHALL REFER TO UNOBSTRUCTED INTERNAL AIRFLOW AREA. DUCTWORK SHALL BE MOUNTED TIGHT TO JOISTS ABOVE OR RUN IN SPACE BETWEEN JOISTS, U.N.O. CLEARANCES FROM FINISH FLOOR SHALL BE MAXIMIZED WHERE POSSIBLE.

6. ALL RUNOUTS TO DIFFUSERS SHALL HAVE A VOLUME CONTROLDAMPER AT THE CONNECTION TO THE BRANCH OR MAIN DUCT.

7. BALANCE ALL MECHANICAL EXHAUST, MAKE-UP AIR, HEATING ANDAIR CONDITIONING SYSTEMS WITHIN 10% OF THE FLOWRATES NOTED ON PLANS.

8. INSULATE DUCTWORK AS REQUIRED IN THE SPECIFICATIONS.9. SERVICE OPENINGS SHALL BE LOCATED IN THE DUCTWORK

BEFORE AND AFTER EACH TURNING VANE. SEE SPECIFICATIONS AND NFPA 90A FOR LOCATIONS OF ADDITIONAL ACCESS DOORS AND PANEL REQUIRED THROUGHOUT THE AIR DISTRIBUTION SYSTEM.

GENERAL HVAC NOTES:


SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

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MECHANICALFILTER BUILDING

PLANS - DEMO

193010

09/06/2019

BIDDING

1/8" = 1'-0"1FILTER LEVEL FLOOR PLAN - DEMO

MECHANICAL KEYNOTE LEGEND

VALUE DESCRIPTION

M01 EXISTING HVAC TO REMAIN.

M02 REMOVE EXISTING AIR HANDLING UNIT.

M03 PRE-READ EXISTING AIRFLOW OF EACH SYSTEM WHICH COMMUNICATES IN THEMECHANICAL ROOM PRIOR TO NEW WORK. SUBMIT TEST AND BALANCE REPORT TOENGINEER/OWNER. REMOVE ALL EXISTING DUCTWORK IN MECHANICAL ROOM.COORDINATE DOWNTIME OF EXISTING SYSTEMS WHICH REMAIN WITH OWNER.

M04 REMOVE EXISING HOT WATER PIPING BACK TO MAIN AND CAP. PATCH OPENING IN FLOORSTO MATCH EXISTING.

M07 REMOVE AND RE-INSTALL FAN ON ROOF AS NECESSARY TO ALLOW FOR ATTACHMENT OFNEW DUCTWORK. COORDINATE DOWNTIME WITH OWNER.

M10 PATCH OPENING IN WALL TO MATCH EXISTING CONSTRUCTION. COORDINATE WITHGENERAL CONTRACTOR.

M14 REMOVE EXISTING WALL MOUNTED EXHAUST FAN. PREPARE MODIFIED WALL OPENINGFOR NEW EXHAUST SYSTEM.

M20 REMOVE EXISTING EXHAUST FAN.

M24 REMOVE EXISTING INTAKE HOOD ON ROOF AND ASSOCIATED DUCTWORK. PATCH OPENINGAT CURB OPENING WITH R-20 INSULATED 316 STAINLESS STEEL PLATE. COORDINATE WITHGENERAL CONTRACTOR.

1/8" = 1'-0"2FILTER LEVEL ROOF PLAN - DEMO

N

KLINGNER

& ASSOCIATES

16'8'4'0

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

REVISION HISTORY


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M501

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M501_____________________

14x14 UP TO EF-11

30x20 DN

18x18 UP TO OAI-2, AND DN

20x8 EA DN

66x8 DN (TYP 8 PLACES)

28x18 EA DN

14x14 UP TO EF-13

22x8 DN

24"x24" EA

42"x30" OA

24"x24" EA 36"x24" EA

32"x

8" E

A

DHR-1

DHR-2

DHR-5 DHR-3

14x14 UP TO EF-14, 20x8 EA DN

5

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22"x

8" E

A

EXISTING PIPING

22"x

8" E

A

22"x

8" E

A

22x8 DN(OFFSET AROUND BEAM)

22x8 DN

32"x

8" E

A

32"x

8" E

A

32"x

8" E

A

32"x

8" E

A

32"x

8" E

A

32"x

8" E

A

32"x

8" E

A

18x18 UP TO EF-10

EF-17

EX. ELEC. PANEL

14x14 UP TO EF-12

14x14 DN(VERIFY)

7654321

21"Ø EA

EF-18

20"x20" EA42"x24" EA

14"x14" EA

M17 M17

M17

M17

S1960

S1960

S1960

S1960

S1960

S1960

S1960

S1960

S1960

S1960

S1700

S1700

42"x

24"

EA42

"x30

" O

A

M19

M21

M16

M16

M21

1"CD

1"CD

1-1/2" CD

1-1/2"CD DN

1"CD

M26

M27

EXISTING PROCESS PIPING TO REMAIN, TYPICAL

M28

4

M501

_____________________

SEE PLAN VIEW 2 FOR CONTINUATION

72"x20" OA

M31

M30

S1700

DHR-4

M17

1"CD

1" CD

M23

M23

M23

M23

M23

36x15, TYP 13 PLACES

DRAIN CLEANOUT

M22

M31

M31

M25M15

M13B

SM29

D

D

M22

24x14 DN

M38 M38 M38 M38

M38M38

M38 M38

1

M501_____________________

2

M501

_____________________

18x18 OA UP

20x8 EA UP

28x18 EA UP

30x20 UP

20x8 EA UP

14x14 UP

5

M501

_____________________

3

M501_____________________

22"x8" EA

22"x8" EA

22"x8" EA

22x8 UP

22x8 UP

22x8 UP

7654321

M11 M11

M05

M23

M23

M23

M23

M23 M23

FRESH AIR INTAKE

LBS TOINCHES GAS REGULATOR, GAS COCK, AND DRIP LEG

DOAS-1

M091 1/4" G

72"x30" OA

72"x20" OA

8x60 DUCT UP(TYPICAL 8 PLACES)

M18

M13

M35

M06

M12 M12 M12

M32

M32

M36

M12

M12M12M12M12

M37

DHR-8

1"CD

SEE PLAN VIEW 1 FOR CONTINUATION

M39M39

M39

M32

5

M501_____________________

765

EF-10

EF-12

EF-13

EF-14

OAI-2

EF-11

M07

M07

M07

M07

M07

M07

4

M501

_____________________


SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

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MECHANICALFILTER BUILDING

PLANS

193010

09/06/2019

BIDDING

1/8" = 1'-0"1FILTER LEVEL FLOOR PLAN

1/8" = 1'-0"2OFFICE LEVEL FLOOR PLAN


VALUE DESCRIPTION

M05 PROVIDE CONDENSATE TRAP AT UNIT PER MANUFACTURERS RECOMMENDATIONS.EXTEND 2" CONDENSATE DRAIN PIPING TO GRADE.

M06 INSTALL UNIT ON CONCRETE PAD, ON 12" TALL ROOF RAILS. SEE CONCRETE PAD DETAILON STRUCTURAL DRAWINGS.

M07 REMOVE AND RE-INSTALL FAN ON ROOF AS NECESSARY TO ALLOW FOR ATTACHMENT OFNEW DUCTWORK. COORDINATE DOWNTIME WITH OWNER.

M09 ANCHOR GAS PIPING TO BUILDING. PAINT GAS PIPING TO MATCH EXISTING BUILDINGCOLOR.

M11 PROVIDE OFFSET IN STORM GUTTERS TO ALLOW FOR NEW GAS PIPING INSTALLATIONALONG WALL.

M12 8x60 DUCT WITH 3x56 SLOT EXHAUST OPENING 12" BELOW WALKWAY SLAB (BALANCE TO1200 CFM EACH). SEE SLOT DETAIL ON SHEET M501.

M13 36x10 FRESH AIR DROP OFF BOTTOM OF DUCT TO SERVE PIPE ACCESS / WALKWAY (2400CFM). INSTALL TIGHT TO WALL. INSTALL BOTTOM OF DUCTWORK 12" ABOVE FLOOR.

M15 ATTACH DUCTWORK TO NEW STRUCTURE/SUPPORTS AS REQUIRED PER STRUCTURALDRAWINGS, TYPICAL.

M16 PROVIDE EXHAUST DISCHARGE WEATHERHOOD, SEE EXHAUST FAN DETAIL.

M17 DEHUMIDIFICATION UNIT. SUSPEND AS NECESSARY TO MAINTAIN ACCESS AT WALKWAY.ANCHOR UNIT SECURELY TO STRUCTURE.

M18 SUPPLY DUCTWORK LOCATED OUTDOORS. PROVIDE DOUBLE WALL (R-12) INSULATEDDUCTWORK, REFER TO SPECIFICATION SECTION 233113 FOR BASE BID AND ALTERNATESYSTEMS.

M19 SUPPLY DUCTWORK LOCATED INDOORS SHALL BE NON-CORROSIVE TO CHLORINES.PROVIDE DOUBLE WALL (R-8) INSULATED DUCTWORK, REFER TO SPECIFICATION SECTION233113 FOR BASE BID AND ALTERNATE SYSTEMS.

M21 EXHAUST DUCTWORK LOCATED INDOORS SHALL BE NON-CORROSIVE TO CHLORINES.REFER TO SPECIFICATION SECTION 233113 FOR BASE BID AND ALTERNATE SYSTEMS.

M22 PROVIDE NON-CORROSIVE BALANCE DAMPER AT EACH RUN-OUT TO AIR DEVICE FOR ALLEXHAUST DUCT RUNOUTS. SUPPLY DUCT RUNOUTS SHALL HAVE SUPPLY DIFFUSER WITHINTEGRAL OPPOSED BLADE BALANCE DAMPER. TYPICAL.

M23 REPLACE EXISTING DAMAGED DUCTWORK WITH NON-CORROSIVE. COORDINATEDOWNTIME WITH OWNER. TYPICAL FOR ALL RISERS IN THIS ROOM. REFER TOSPECIFICATION SECTION 233113 FOR BASE BID AND ALTERNATE SYSTEMS.

M25 COORDINATE DUCTWORK ROUTING WITH EXISTING LIGHTING FIXTURES, CONDUIT, PIPING,ETC. COORDINATE WITH ELECTRICAL CONTRACTOR, TYPICAL. INTENT IS TO INSTALLDUCTWORK MAINS AND ASSOCIATED DAMPERS ALONG MAIN WALKWAYS.

M26 ROUTE 1-1/2" PVC CONDENSATE DRAIN PIPING DOWN TO FLOOR DRAIN IN FAN ROOM ONLOWER LEVEL.

M27 ROUTE 1-1/2" PVC DRAIN PIPING TO WASTE RESERVOIR.

M28 RELOCATE EXISTING 1" PROCESS PIPING FOR NEW DUCTWORK. COORDINATE DOWNTIMEWITH OWNER.

M29 PROVIDE DUCT MOUNTED SMOKE DETECTOR. COORDINATE WITH ELECTRICALCONTRACTOR.

M30 COORDINATE NEW DUCTWORK WITH EXISTING PROCESS PIPING.

M31 PROVIDE OPENING IN EXISTING WALL FOR NEW DUCTWORK PENETRATION. REFER TOSTRUCTURAL DRAWINGS. COUNTERFLASH DUCTWORK AND PROVIDE POSITIVE SLOPEBACK TO OPENING.

M32 8x22 DUCT TO PENETRATE CLEARWELL COVER (BALANCE TO 700 CFM). MAINTAINCLEARWELL COVER ACCESS. SEAL DUCTWORK WEATHERTIGHT.

M35 DO NOT SUPPORT DUCTWORK FROM AHU. SUPPORT FROM UNISTRUT CHANNELSANCHORED TO CURB. COORDINATE WITH SERVICE DOORS.

M36 24x14 EXHAUST DUCT DOWN TO 12" ABOVE FLOOR GRATE. INSTALL TIGHT TO WALL.COORDINATE EXACT LOCATION WITH GENERAL CONTRACTOR.

M37 ANCHOR UNIT TO WALL. BOTTOM OF DEHUMIDIFIER AT APPROX. 7'-0" ABOVE GRATE TOCLEAR EXISTING PIPING ON WALL.

M38 INSTALL DUCTWORK FLUSH WITH CONCRETE PLATFORM.

M39 8x22 MAKE-UP AIR DUCTWORK WITH GOOSNECK TO TIE INTO CLEARWELL COVER.MAINTAIN CLEARWELL COVER ACCESS. SEAL DUCTWORK WEATHERTIGHT.

1/8" = 1'-0"3ROOF PLAN

N

KLINGNER

& ASSOCIATES

16'8'4'0

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

DH-8 (SEE OFFICE LEVEL PLAN)

REVISION HISTORY


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2

M501

_____________________

5

M501

_____________________

GAS BOILER

(900 MBH)

1312111098765

WATER HEATER(40 MBH)

REPLACE EXISTING GAS METER WITH 2 PSI (1,750 MBH)

DHR-7 DHR-6

ELECTRICALROOM-119

HIGH SERVICE PUMP ROOM - 102

M08M09

M17 M17

4

M501_____________________

1 1/4" G (2 PSI)

M34 M34


SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

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MECHANICALOFFICE BUILDING

PLAN

193010

09/06/2019

BIDDING

1/8" = 1'-0"1OFFICE LEVEL FLOOR FLOOR PLAN-

N

KLINGNER

& ASSOCIATES


VALUE DESCRIPTION

M08 COORDINATE GAS PIPING UTILITY REQUIREMENTS WITH NICOR GAS. NEW 'COMMERCIALTYPE' METER TO ALLOW FOR 2,000 MBH CAPACTITY WITH 2 PSI DELIVERY PRESSURE.

M09 ANCHOR GAS PIPING TO BUILDING. PAINT GAS PIPING TO MATCH EXISTING BUILDINGCOLOR.

M17 DEHUMIDIFICATION UNIT. SUSPEND AS NECESSARY TO MAINTAIN ACCESS AT WALKWAY.ANCHOR UNIT SECURELY TO STRUCTURE.

M34 ROUTE 1" CONDENSATE DRAIN TO NEAREST FLOOR DRAIN.

16'8'4'0

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

REVISION HISTORY


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D A.1B.1B

2

M501_____________________

D A.1B.1B D A.1B.1B

Parapet584' - 0"

SECOND LEVEL576' - 3 109/256"

FILTER FLOOR569.17

569' - 2 5/128"

OFFICE FLOOR552.00

552' - 0"

DHR-5

DOAS-1

20"x72" OA

1 1/4" G

30"x42" OA

24"x14" EA

M36

1 2 3 4 5 6 7

1

M501_____________________

1

24"x36" EA

32"x8" EA

7654321

11

Parapet584' - 0"

SECOND LEVEL576' - 3 109/256"

FILTER FLOOR569.17

569' - 2 5/128"

OFFICE FLOOR552.00

552' - 0"

32"x8" EA32"x8" EA

M12M12 M12M12

42"x30" OA

FLEXIBLE CONNECTION (TYPICAL)

AIRFLOW

VIBRATIONISOLATORS

INLINE EXHAUST FAN

NON CORROSIVE BACKDRAFT DAMPER

SEE STRUCTURAL DRAWINGSFOR EQUIPMENT SUPPORT DETAILS

PROVIDE COUNTER FLASHING AND SLOPE BACK TO OPENING

6 776

Parapet584' - 0"

SECOND LEVEL576' - 3 109/256"

FILTER FLOOR569.17

569' - 2 5/128"

14"x

14"

EA

14"x

14"

EA

5 6 7765

Parapet584' - 0"

SECOND LEVEL576' - 3 109/256"

FILTER FLOOR569.17

569' - 2 5/128"

EF-1724"x42" EA24"x42" EA

1 2

1

M501_____________________

1

21

11

Parapet584' - 0"

SECOND LEVEL576' - 3 109/256"

FILTER FLOOR569.17

569' - 2 5/128"

DOAS-1

46"x81" OA

30"x72" OA72"x20" OA

0' -

8"

0' -

3"

5' - 0"

4' - 8"


SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

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MECHANICALSECTIONS,

SCHEDULES ANDDETAILS

193010

09/06/2019

BIDDING

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

1/8" = 1'-0"2Section 2

FAN SCHEDULE

MARK DESCRIPTION MAKE MODELAIRFLOW

(CFM) ESP HP VOLTAGE REMARKS

EF-10 EXISTING TO REMAIN 3000 1,2





EF-17 HIGH EFFICIENCY MIXED FLOW WHEEL INLINE FAN COOK 200QMXD17 10,000 1.6" 5 460/3 3,4,5,6,7,9

EF-18 HIGH EFFICIENCY MIXED FLOW WHEEL INLINE FAN COOK 150QMXD17 4,700 1.3" 3 460/3 3,4,5,6,8,9

DEHUMIDIFIER SCHEDULE

MARK MANUFACTURER MODEL CFM

WATERREMOVAL

RATE(PINTS/DAY)

OPERATING RANGE

(°F)

ELECTRICAL

WEIGHT(LBS) NOTESVOLTAGE PHASE MCA

MCOP(AMPS)

DHR-1 HI-E DRY 195 - 4036710 610 195 @ 80°F,60%

40 - 110 120 1 13.1 20 A 145 1,2,3,4,5

DHR-2 HI-E DRY 195 - 4036710 610 195 @ 80°F,60%

40 - 110 120 1 13.1 20 A 145 1,2,3,4,5

DHR-3 HI-E DRY 195 - 4036710 610 195 @ 80°F,60%

40 - 110 120 1 13.1 20 A 145 1,2,3,4,5

DHR-4 HI-E DRY 195 - 4036710 610 195 @ 80°F,60%

40 - 110 120 1 13.1 20 A 145 1,2,3,4,5

DHR-5 HI-E DRY 195 - 4036710 610 195 @ 80°F,60%

40 - 110 120 1 13.1 20 A 145 1,2,3,4,5

DHR-6 HI-E DRY 195 - 4036710 610 195 @ 80°F,60%

40 - 110 120 1 13.1 20 A 145 1,2,3,4,5

DHR-7 HI-E DRY 195 - 4036710 610 195 @ 80°F,60%

40 - 110 120 1 13.1 20 A 145 1,2,3,4,5

DHR-8 HI-E DRY 195 - 4036710 610 195 @ 80°F,60%

40 - 110 120 1 13.1 20 A 145 1,2,3,4,5

DEDICATED OUTSIDE AIR UNIT SCHEDULE

MARK MAKE MODEL AREA SERVEDEFFICIENCY(EER / IEER)

AIRFLOW(CFM)

OSA(CFM)

ESP (IN.W.G.)

TSP (IN.W.G.)

MOTOR SIZE(HP)

COOLING

VELOCITY(FPM)

HOT GAS RE-HEAT HEATING ELECTRICAL

WEIGHT(LBS) NOTES

EAT LATCAPACITY TOTAL

(BTUH)CAPACITY SENS.

(BTUH) ROWS

TOTALCAPACITY

(BTUH) EAT (°F) LAT (°F) TYPEINPUT SIZE

(MBH) MODULATIONCAPACITY TOTAL

(MBH)EDB(°F)

LDB(°F) VOLTAGE PHASE

MCA(AMPS)

MOPD(AMPS)DB (°F) WB (°F) DB (°F) WB (°F)

DOAS-1 DAIKIN RPS110D FILTER BUILDING 10 15000 15000 2 3.1 15 95.0 78.0 55.0 55.0 1225396 655496 5.0 243548 55 70 INDIRECT 1500 20 - 1 1200 -14.0 60.0 460 3 205.1 225 13940 1,2,3,4,5,6

12" = 1'-0"6EXHAUST FAN (INLINE_SUSPENDED)

1. PROVIDE 100% SOLID STATE PROPORTIONAL CONTROL, THERMOSTAT.2. UNIT TO BE PLUGGED INTO A GFCI OUTLET. COORDINATE WITH ELECTRICAL CONTRACTOR.3. INTEGRAL CONDENSATE PUMP (20' HEAD)4. SAFETY SWITCH TO TURN OFF ON HIGH WATER LIMIT.5. DIMENSIONS: 20" w, 19" l, 42" h.

1. PRE-READ EXISTING AIRFLOW OF SYSTEM PRIOR TO ANY WORK, SUBMIT REPORT TO ENGINEER/OWNER.2. TEST AND BALANCE CONTRACTOR SHALL RE-BALANCE SYSTEM AFTER NEW DUCTWORK HAS BEEN INSTALLED.3. PHENOLIC EPOXY POWDER ON ALL EXPOSED SURFACES.4. SHAFT GROUNDING RING.5. ALUMINUM WHEEL6. VIBRATION ISOLATORS (316 SS OR ALUMINUM).7. PROVIDE VARIABLE FREQUENCY DRIVE (YASKAWA MODEL Z1C3B007PM (OR EQUAL), NEMA 3R ENCLOSURE, 480V/3PH). COORDINATE WITH ELECTRICAL CONTRACTOR.8. PROVIDE VARIABLE FREQUENCY DRIVE (YASKAWA MODEL Z1C3B004PM (OR EQUAL), NEMA 3R ENCLOSURE, 480V/3PH). COORDINATE WITH ELECTRICAL CONTRACTOR.9. ALUMINUM OR 316 STAINLESS STEEL (NON-CORROSIVE) GRAVITY OPERATED BACKDRAFT DAMPER.

1. DISCONNECT SWITCH2. GAS BURNER VESTIBULE KIT.3. STAND ALONE CONTROLS.4. HAIL GUARDS5. HOT GAS BYPASS, CIRCUIT 1, REPLACEABLE CORE FILTER DRIER.6. CONDENSING UNIT SECTION: R410A, (6) SCROLL COMPRESSORS.

1/8" = 1'-0"5Section 3

1/8" = 1'-0"4Section 14

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

AIR TERMINAL SCHEDULE

MARK DESCRIPTION

BASIS OF DESIGN DUCT(W"xL")

FACE(W"xL")

FRAME SIZE(W"xH")

MAX FLOW(CFM) MAX NC FINISH NOTESMAKE MODEL

0 CFM

S1 DRUM SUPPLY DIFFUSER TITUS DL-SV 36x15 36x15 1000 CFM 20 ALUM 1, 2

NOT TO SCALE7EXHAUST SLOT DETAIL

1. ALUMINUM OPPOSED BLADE BALANCE DAMPER.2. ALL ALUMINUM HARDWARE.

REVISION HISTORY


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FOUNDATION

1. A soils testing laboratory shall be retained by the owner for project construction review to insure conformance with the construction documents during the excavation, back fill, and foundation phases of the project.

3. Foundation design is based on: 1000 psf bearing pressure for all footings.4. All fill material shall be free of organic contaminations and other deleterious matter.5. All soil surrounding and under footings shall be protected from frost action and freezing during the course of construction.6. Notify structural engineer of any unusual soil conditions that are encountered during excavation for new footings.

7. Footing excavations should be made to the required lines and grades as rapidly as possible. Footing excavations be left open for a minimum of time to prevent disturbance to the foundation soils. Foot traffic should be prevented on the base of the footing excavations if disturbance is noted. Hand cleaning, if required and setting of reinforcing steel should then be accomplished from the sides of the excavation.

CAST-IN-PLACE CONCRETE

1. All concrete construction shall conform to ACI 301, “Specification for Structural Concrete” and ACI 302, “Guide for Concrete Floor and Slab Construction”, ACI 305 “Specification for Hot Weather Concreting” and ACI 306, “Standard Specification for Cold Weather Concreting”, unless noted otherwise for the year referenced in the building code noted.

2. All detailing, fabrication and placing of reinforcing bars, unless otherwise noted, shall conform to ACI 318, “Building Code Requirements for Structural Concrete”, ACI 117, “Specification for Tolerances for Concrete Construction and Materials”, and the latest ACI detailing manual.

3. All pipe sleeve openings through concrete slabs shall be formed with standard steel pipe.4. No electrical conduit shall be placed above the welded wire fabric or top reinforcing of slab.5. All aluminum in contact with concrete or dissimilar metals shall be coated with two coats of coal tar epoxy, approved by the

engineer, unless otherwise noted.6. Concrete shall be discharged at the site within 1 ½ hours after water has been added to the cement and aggregates. Addition of

water to the mix at the project site will not be permitted. All water must be added at the batch plant. Slump may be adjusted only through the use of additional water reducing admixtures or high range water reducing admixture.

7. All concrete shall be placed without horizontal construction joints, except where specifically noted.8. All exposed edges of concrete members shall be chamfered ¾” unless shown otherwise.9. See architectural drawings for concrete finishes, masonry anchors, and for miscellaneous embedded plates, bolts, anchors,

angles, etc.10. The placement of sleeves, outlet boxes, box-outs, anchors, etc., for the mechanical, electrical and plumbing trades is the

responsibility of the trade involved; however, any box-outs not covered by typical details in structural drawings shall be submitted for approval.

11. Reinforcing bars shall conform to ASTM A615, Grade 60, No tack welding of reinforcing in the field will be permitted.12. Reinforcing bars for welded applications shall conform to ASTM A706, 60 ksi yield strength.13. Welded wire fabric reinforcing shall conform to ASTM A185 and be furnished in flat sheets and installed on chairs.14. Wire bar supports shall be furnished for all reinforcing within slabs, inclusive of welded wire fabric. Bottom bars in slabs-on-grade

may be supported by other suitable supports. Reinforcing shall be properly positioned prior to concrete placement and may not be re-positioned once concrete operations have begun. Wire bar and other types of supports shall be in accordance with the concrete reinforcing steel institute manual of standard practice.

15. Reinforcement shall be continuous through all construction joints unless otherwise noted on drawings.16. All hooks shown on drawings shall be standard hooks, unless otherwise noted.17. Where continuous bars are called for, they shall run continuously around corners and be lapped at necessary splices.

Lap lengths shall be as given in the splice and development table. 18. Provide additional reinforcing at the side and corners of all openings in concrete in accordance with typical details.

Minimum additional requirements are as follows: a. (2)-#5 top and bottom in slabs b. (2)-#5 each face in walls c. (2)-#5 x 4’-0” long diagonally each corner of opening

19. Extend bars a minimum of 2’-0” beyond openings, hook where extension is not possible.20. In reinforced concrete walls, grade beams and trench footing provide corner dowels of same size and spacing as horizontal

reinforcing. Dowels shall lap with horizontal reinforcing in each direction.21. The following minimum concrete cover shall be provide for reinforcement, unless otherwise noted:

a. Earth formed and cast directly against soil – 3” b. Cast against forms but exposed to earth and weather

#6 and Larger – 2”#5 and Smaller - 1 ½”

c. Slabs and walls not exposed to earth or weather – ¾” d. Others - 2”

22. All structural concrete shall have a 4000 psi minimum compressive strength at age 28 days.23. SPLICE LENGTHS:

Bar Size Min. Lap #3 1’-4” #4 1’-7”

#5 2’-0” #6 2’-6” a. When lapping two different size bars, use the lap dimension of the smaller bar or the anchorage

dimension of the larger bar, use whichever dimension is larger.

STRUCTURAL FRAMING

1. Detailing, fabrication and erection shall conform to the AISC Specifications and Standard Code of Practice for the year referenced in the building code noted, except as modified by these notes and the project specifications.

2. Framing shall conform to the following grades unless otherwise noted: a. Roof Framing for Ductwork Support:

i. W Shapes – 6061-T6 Extruded Aluminum (AMS QQ-A-200/16, ASTM B308).ii. W Shapes (ALT. BID) - Strongwell Extren Fiberglass I-shaped beams (E=2,600,000 psi).iii. Connection Plates and Angles - 6061-T6 Extruded Aluminum (AMS QQ-A-200/16, ASTM B308).iv. Connection Plates and Angles - Strongwell Extren Fiberglass members (E=2,600,000 psi)).v. Bolts, nuts and washers - Stainless steel 316 (ASTM F593).

b. Clearwell Cover support framing (if required):i. Plates and Angles - Strongwell Extren Fiberglass members (E=2,600,000 psi)).ii. Bolts, nuts and washers - Stainless steel 316 (ASTM F593).

3. Connections may be bolted or welded. The fabricator is responsible for the design of connections not designed on the drawings. Connections shown on these drawings are generally schematic and are intended to show the relationship of members connected. Any

connection that is not shown or is not completely detailed on the structural drawings shall be designed by a registered professional engineer, retained by the fabricator. Completely detailed means the following information is shown on the shop drawings:

a. All plate dimensions and grade. b. All weld sizes, lengths, pitches and returns. c. All hole sizes and spacing. d. Number and type of bolts. Where bolts are shown but no number is given, the connections have not been completely detailed. e. Where partial information is given, it shall be the minimum requirement for the connection.

4. Connection design forces: a. Beam, Greater of:

i. 55% of total allowable uniform load capacity from AISC 9th Edition Tables for Allowable Loads on Beams, Wc/L ii. Reactions shown on drawings. iii. 10 kips

b. Connection force notation: i. P = Axial Force in Kips: (+) Tension, (-) Compression ii. V or [ ] = Shear in Kips iii. M = Moment in Foot-Kips iv. T = Torsion in Foot-Kips

5. The minimum plate thickness shall be 3/8”, unless otherwise noted.6. The minimum length of connection angle shall be equal to 1/2 the depth of the member to be supported.7. Bolts not designated and slip critical bolts shall be considers bearing bolts. Tighten bearing bolts to a snug condition per AISC

Specifications. 8.All welding shall be in accordance with the “Structural Welding Code”, AWS D1.1, Latest Edition and AWS D1.2-Aluminum. 9.Fabricate all beams with the mill camber up. 10. General contractor shall verify all structural beam locations, mechanical units weights and opening sizes and locations with mechanical

contractor and vendor’s drawings for actual mechanical unit purchased. 11. Splicing of structural members where not detailed on the drawings is prohibited with our prior approval of the structural engineer. 12. Cuts, holes, coping, etc. required for work of other trades shall be shown on the shop drawings and made in the shop. Cuts or burning

of holes in the structural steel members in the field will not be permitted, unless specifically approved in each case by the engineer. 13. Hot dip galvanize per ASTM A123 after fabrication the following structural steel members:

a. Items identified on the architectural and structural drawings: exterior handrails, exterior ladders, cages, safety gates and bracket supports.

14. Repair galvanized surfaces according to ASTM A 780.

COLD-FORMED STEEL

1. All sizing based on Steel Stud Manufactures Association (ESR-3064P) product technical information.2. All framing shall be galvanized.3. Material shall conform to the following: a. Galvanized Material:

i. All galvanized studs and joists 12, 14 and 16 gauge shall be formed from steel that corresponds to the minimum requirements of ASTM A1003, Type H with a minimum yield of 50 ksi.

ii. All galvanized 18 and 20 gauge studs and joists, all galvanized track, bridging, end closures and accessories shall be formed from steel that corresponds to the minimum requirements of ASTM A1003, Type H, with minimum yield of 33 ksi.

iii. All galvanized studs, joists, tracks, bridging, and accessories shall be formed from steel having a galvanized coating meeting the requirements of A1003, Type H.

b. Properties:i. The physical and structural properties listed by steel stud manufacture association and AISI design manual shall be

considered the minimum permitted for all framing members. The properties include - Ix (in4), Sx(in3), Area (in2), Rx (in), Fy (ksi) and Resisting Moment (in-lb)

c. Substitutions: Any Substitutions must be approved in writing prior to delivery, by the architect and/or engineer of record.4. Installation of studs shall be as per ASTM C1007-08 “Standard Specification for Installation of Load Bearing (Transverse and

Axial) Steel Studs and Related Accessories”; ASTM C 955 - 09a “Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases”; ASTM C754 - 11 “Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products.

5. All framing components shall be cut squarely for attachment to perpendicular members, or as required for an angular fit against abutting members.

6. All track butt joints, abutting pieces of track shall be securely anchored to a common structural element, or that shall be butt-welded or spliced together.

7. All welds shall be touched up with zinc-rich paint.8. The following minimum cold-form steel attachments shall be provided unless otherwise noted:

a. Track to Stud: (1) - #10 TEK screw each flange, each stud. b. Track to Structural Steel: (1) - 0.157” dia. power driven fastener at 2'-0” o.c. c. Track to Concrete: (1) - 0.157” dia. low velocity power driven fastener at 16” o.c. with 1 1/2" penetration. d. Track to Metal Deck: (1) - #10 TEK screw at 16” o.c. e. Track to Masonry: (1) - 0.157” dia. power driven fastener at 12” o.c.

600 S 162 - 54

(Example: 1 5/8" = 1.625" ≈ 162 x 1/100 inch)

FLANGE WIDTH

All flange widths are given in 1/100 inch.

(Example: 0.054" = 54 mils; 1 mil = 1/100 inch)

MIL THICKNESS

Mil thickness is the minimum base steel thickness measured in 1/100 inch. Minimum base steel thickness represents 95 percent of the design thickness.

(Example: 6" = 600 x 1/100 inch)

MEMBER WEB DEPTH

For all "T" sections, member depth is the inside to inside dimension.

All member depths are given in 1/100 inch.

(Example: Stud or Joist section = S)

STYLE

Nomenclature uses the following four characters to designate the profile:S = Stud or Joist Sections

T = Track Sections

U = Channel Sections

F = Furring Channel Sections

Cold Formed Connections

1. All fasteners are to be installed per manufacturer's recommendations. Do not substitute fasteners without written permission from Klingner & Associates.

2. PAF point must penetrate through full base steel thickness. Notify PAF manufacturer for instructions where full penetration is not achieved. 3. If required, all welded connections are to be performed in accordance with the latest version of AWS D1.3-98 Specifications for Welding Sheet Steel in

Structures. Consult AWS D19.0 Welding Zinc Coated Steel & ANSI Standard Z49.1 for information regarding safe welding procedures. 4. Minimum weld throat thickness (t) must match or exceed the base steel thickness of the thinnest connected part unless noted otherwise. 5. In welding, the zinc coating on steel framing will be burned away; therefore, a zinc rich paint must be applied to the weld area to provide corrosion

resistance. 6. All screw connections are based on NASPEC Section E4, which outlines the AISI Specification provisions for screw connections.7. For screws, a minimum of 1.5 x screw diameter clearance must be maintained from all edges of the steel members. A minimum of 3.0 x screw

diameter on-center spacing must be maintained between adjacent screws. 8. Power driven fastener systems, expansion anchor systems, masonry screw systems, & adhesive anchor systems connections are based on literature

for fastener requirements (e.g. Spacing, edge distance, base material thickness, etc.). Alternate manufacturer's fasteners of comparable specifications & load capacities are acceptable.

9. All PAFs shall be Hilti 0.157"Ø x-U, U.N.O. For PAF's into steel, steel shall have 1/4" minimum thickness. PAF's into Steel shall have 1/2" minimum edge distance and 1" minimum spacing. PAF's into concrete shall have 1-1/2" penetration, 3" edge distance and 4" spacing (Min.).

Product Identification

1. The designations of the Steel Stud Manufacturer Association are used in this package. Any Manufacturer whose product geometry meets or exceeds SSMA standards is acceptable. See below for SSMA nomenclature.

2. Web Size. (Nominal Member Depth) Flange Designations:3-5/8" Member = 362 Load Bearing Stud/Joist (1-3/8" flange) S1376" Member = 600 Load Bearing Stud/Joist (1-5/8" flange) S1628" Member = 800 Load Bearing Stud/Joist (2" flange) S20010" Member = 1000 Load Bearing Stud/Joist (2-1/2" flange) S25012" Member = 1200 Running Track (1-1/4" flange) T125

3. The Last Two Numbers Indicate the Steel Thickness:

Gage Design Minimum SSMA Color Coding20 0.0346" 0.0329" 33 mils White18 0.0451" 0.0428" 43 mils Yellow16 0.0566" 0.0538" 54 mils Green14 0.0713" 0.0677" 68 mils Orange12 0.1017" 0.0966" 97 mils Red

EXISTING WORK

1. Existing conditions shown or noted on the drawings were obtained from field measurements or were assumed. If conditions other than those shown exist, immediately notify the Engineer before proceeding with the work at that location. If conditions other than those shown exist, alternate methods of construction may need to be used.

2. Where specifically noted on the drawings that existing construction be verified, notify the Engineer in writing of the findings. Verification shall take place prior to preparation of shop drawings and shop drawings shall show all field verified existing conditions. Modifications to details may be required should actual condition significantly differ from those presumed. Any required modifications will be made during the review of the shop drawings.

3. Use appropriate construction methods and equipment as necessary to support existing structures and to avoid over stressing the existing structures.

4. Existing framing is assumed to be in original condition. If deterioration has occurred notify the Engineer in writing of the findings. For example, some types of deterioration are as follows: pack rusted

members, anchors or connection bolts, broken or deteriorated connections or members, etc.

ABBREVIATIONS

&A.B.ALT.ARCH.@ BLDG. BM. BOT. BRG. BRDG. BYD.C.J.CL. ( )CLR. CMU COL. CONC.CTR.DBL.DIA (Ø) DIAPH.D.L. DWLS.EA. EL.E.F. E.W.EX. FDN.F.F.FLR. FTG. GA. GALV. HDR.HGR. HORIZ. HT.

I.D.JST.LG.L.L.LLHLLVL.W.C.MAX.MECH.MIN.NO. (#)N.T.S.O.C.O.H.OPNG.PLP.S.F.P.T.REINF.R.O.SCH.SIM.S.L.STAGG.STD.STIFF.THK.THRU.T.B.R.T.O.S.T.O.W.TYP.U.N.O.VERT.W/W.W.F.

GENERAL

1. The structure is designed to be self-supporting and stable after the building is fully completed. It is solely the contractor’s responsibility to determine erection procedure and sequence and insure the safety of the construction personnel, public, building and its components parts, and adjacent buildings and properties. This includes the addition of whatever temporary or permanent shoring, bracing, needling, underpinning, or sheet piling, etc. that may be necessary to brace new construction, adjacent buildings, so that the structure is braced for wind, seismic, gravity, construction loads, etc. and that no horizontal or vertical settlement or any damage occurs to the adjacent existing structure. Temporary supports shall be maintained in place until permanents supports and/or shoring and bracing are installed.

2. All construction shall conform to the International Building Code (IBC) 2015. 3. It is the contractor’s responsibility to enforce all applicable safety codes and regulations during all phases of construction.4. The contractor shall perform all construction for the project in a manner and sequence that are based on accepted industry

standards that recognize the interaction of the components that comprise the structure, without causing distress, unanticipated movements or irregular load paths as a result of the construction means and methods employed.

5. Construction loads shall not exceed design live loads. The contractor shall be responsible for all design required to support construction equipment used in constructing this project. Shoring and reshoring is the responsibility of the contractor.

6. Principal openings through the framing are shown on these drawings. The general contractor shall examine the structural and mechanical drawings for the required openings and shall verify size and location of all openings with the mechanical contractor. Providing all openings required by the mechanical, electrical, plumbing, or other trades shall be part of the general contract, whether or not shown in the structural drawings. Any deviation from the openings shown on the structural drawings shall be brought to the engineer’s attention for review.

7. All contractors are required to examine the drawings and specifications carefully, visit the site and fully inform themselves as to all existing conditions and limitations, prior to agreeing to perform the work. Failure to visit the site and familiarize themselves with the existing conditions and limitations will in no way relieve the contractor from furnishing any materials or performing any work in accordance with drawings and specifications without additional cost to the owner.

8. Contractor shall verify all dimensions and conditions at the job site before commencing work and shall report any discrepancies to the engineer.

9. Details labeled “Typical Details” on drawings apply to situations occurring on the project that are the same or similar to those specifically details. Such details apply whether or not details are referenced at each location. Notify engineer of clarification regarding applicability of “Typical Details”.

10. Work these drawings with architectural, civil, mechanical, and electrical drawings.11. Omissions or conflicts between various elements of the drawings, notes and details shall be brought to the attention of the engineer

and resolved before proceeding with the work. 11. Should any of the general notes conflict with any details or instructions on plans, the strictest provision shall govern. 12. Shop drawings and submittals:

a. These drawings shall be checked and coordinated with other materials and contracts by the general contractor and shop drawings and submittals shall bear the contractor’s review stamp with the checker’s initials before being submitted to the architect for approval.

b. When the fabricator has been authorized to use the architect and engineer’s drawings as erection drawings, the fabricator must remove all title blocks, professional seals and any other reference to the architect and engineer from that erection drawing. The fabricator’s name and title shall be placed on the erection drawing.

c. Submittals must be returned to contractor marked "approved" or "approved as noted" prior to proceeding with work. d. Allow three weeks for review of shop drawings. e. Shop drawings should be original drawings. Any submission incorporating any portion or reproduction of the contract

documents will not be reviewed. g. Submittals are required for the following:

i. Structural Framingii. Light Gauge Steel Framingiii. Fiberglass Clearwell Cover and support framingiv. Ladders, Safety Cage, Handrail

DESIGN CRITERIA

1. BUILDING CODES: a. IBC 2015/ASCE 7-10

2. DESIGN LOADS: a. Occupancy Category III

b. Dead Loadi. Aluminum exhaust ductwork = 10 plf.ii. Thermaduct supply ductwork = 25 plf.iii. FRP single wall exhaust duct (ALT BID) = 40 plf.iv. FRP doublewall supply ductwork (ALT BID) = 80 plf.

c. Clearwell Cover Live Load = 40 psf d. Wind Load

i. Ultimate Wind Speed, Vult = 120 mph (3 sec. Gust)ii. Risk Category = IIIiii. Wind Exposure = Civ. Internal pressure Coefficient (GCpi) = ±0.18 (enclosed)v. Components and Cladding: As per ASCE 7-10.

SPECIAL STRUCTURAL INSPECTIONS AND TESTING

1. Owner will engage a qualified testing and inspecting agency to perform field special structural inspections and testing inaccordance with the applicable International Building Code and to submit reports.

2. See specifications and list of elements below for a summary of the elements of construction that shall require verification or special inspection. The tables shall be considered a guide, and the contractor and inspector shall refer to the IBC for complete requirements, qualifications, exceptions, and submittals. Refer to IBC section 1704 for IBC 2003-2009 codes, and section 1705 for IBC 2012-2015 codes.

3. Special inspections noted as "Continuous" requires the presence of a qualified inspector in the vicinity of the work being performed for 100% of that work. Special inspections noted as "Periodic" requires part-time observation of the work being performed and observance of the final condition of the work before it is closed from view. Special inspections noted as "N/A" are Not Applicable for this project.

4. Special inspection and testing reports shall be furnished to owner, structural engineer, and contractor. Special Inspector shall inform engineer of record immediately of any items found in non-compliance with construction documents or approved submittals.

5. The special inspector shall submit a final report stating that the structural work was, to the best of the special inspector's knowledge, performed in accordance with the construction documents.

6. Special inspections shall conform to Chapter 17 of the International Building Code, IBC, 2015. Special inspections include: a. Steel Construction - 1705.2 b. Concrete Construction - 1705.3 c. Masonry Construction - 1705.4 d. Soils - 1705.6 e. Wind Resistance Construction - 1705.11

ANDANCHOR BOLTALTERNATEARCHITECTAT BUILDING BEAM BOTTOM BEARING BRIDGING BEYONDCONSTRUCTION JOINTCENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETECENTERDOUBLEDIAMETER DIAPHRAGMDEAD LOAD DOWELSEACH ELEVATIONEACH FACE EACH WAYEXISTING FOUNDATIONFINISHED FLOORFLOOR FOOTING GAUGE GALVANIZED HEADERHANGER HORIZONTAL HEIGHT

INSIDE DIAMETERJOIST LONGLIVE LOADLONG LEG HORIZONTALLONG LEG VERTICALLIGHT WEIGHT CONCRETEMAXIMUMMECHANICALMINIMUMNUMBERNOT TO SCALEON CENTEROPPOSITE HANDOPENINGPLATEPOUNDS PER SQUARE FOOTPRESSURE TREATEDREINFORCINGROUGH OPENINGSCHEDULESIMILARSTEEL LINESTAGGEREDSTANDARDSTIFFENERTHICKTHROUGHTO BE REMOVEDTOP OF STEELTOP OF WALLTYPICALUNLESS NOTED OTHERWISEVERTICALWITHWELDED WIRE FABRIC

HANDRAIL

1. Exterior Guardrail and Handrail: All guardrail posts and rails shall be shop welded, 1 1/2"Ø sch. 40 steel pipe. Guardrails shall have two rails ground smooth at joints. Provide closures, welded to ends.

2. All exterior guardrails and handrails shall be hot dip galvanized per ASTM A123 after fabrication, unless noted otherwise.3. Interior Guardrail and Handrail: All guardrail posts and rails shall be Strongwell SafRail Industrial Fiberglass railing

(2" square), or approved equal fiberglass handrail system. Paint Safety Yellow all Handrail, safety gates, and kick plates.4. Interior safety gate shall be Fiberglass or Aluminum self closing safety gate, painted safety yellow.5. Exterior safety gate shall be galvanized steel.

CLEARWELL COVER

1. Clearwell cover shall consist of surface mount 3" thick Fiberglass composite material cover panels with integral hatches for access points to the clearwell weirs below.

2. Clearwell cover manufacturer: Glass-Steel, Inc, or approved alternate. 3. Clearwell cover panels shall be supported from the top of the existing concrete weir wall and from extren fiberglass structural angle

shapes as required. 4. Clearwell cover access door panels shall be trim Durashield Panels, or approved equal. 5. All connection and fastener hardware for the clearwell cover and fiberglass support framing shall be 316 stainless steel.


SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

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STRUCTURALNOTES

19-3010

09/16/2019

BIDDING

REVISION HISTORY


1 2 3 4 5 6 7

A.1 A.1

A A

7

6

5

4321

1

S501

2

S501

1' -

6"

8' -

0"

1' -

6"

4' -

0"

1' -

6"

4' -

0"

1' -

6"

1' - 6" 39' - 0" 1' - 3" 5' - 0" 1' - 3" 39' - 0" 1' - 6"

85' - 6"

3' - 6" 1' - 6"

88' - 6"

1

1

2

2

3

3

4

4

5

5

6

6

7

7

EXISTING OUTLET WET WELL EXISTING OUTLET WET WELL

EXISTING WET WELL

7' - 3"

WEIR

5' - 0" 8' - 0"

WEIR

5' - 0" 8' - 0"

WEIR

5' - 0" 9' - 0"

WEIR

5' - 0" 8' - 0"

WEIR

5' - 0" 8' - 0"

WEIR

5' - 0" 7' - 3"

EXISTING DRY WELL

FILTER CELL FILTER CELL FILTER CELLFILTER CELL


SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

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CLEARWELLPARTIAL

FOUNDATION PLAN

19-3010

09/16/2019

BIDDING

1/4" = 1'-0"1OFFICE LEVEL PARTIAL FOUNDATION PLAN

8'4'2'0

SCALE: 1/4" = 1'-0"

N

KLINGNER& ASSOCIATES

REVISION HISTORY


GFC

I

GFC

I

GFIWP

GFCI

5 6 7

A.1

B.1

B B

A A

7

65

4321

1

S501

2

S501

8"

5' -

1"

6"

41

' - 9

"6

"3

' - 6

"6

"1

5' -

0"

6"

4' -

4"

8"

8" 3' - 4" 6" 79' - 6" 6" 3' - 4" 8"

17' - 0" 2' - 0" 19' - 9" 2' - 0" 19' - 9" 2' - 0" 17' - 0"

88' - 6"

1

1

2

2

3

3

4

4

5

5

6

6

7

7

S1031

2

S402

S301

1

2

S301

3

S301

3

S402

22' - 6" 21' - 9" 21' - 9" 22' - 6"

38' - 0"

19' - 5 3/4"

9' -

6"

3' -

8 1

/2"

3' - 0 1/4"

18' - 6 1/4"

72

' - 3

3/8

"

7' -

0"

59

' - 0

"6

' - 3

3/8

"

8 5

/8"

TOP FILTER WALKWAY EL 569'-2" (TYP)

CLEARWELL WALL BELOW, TOP WALL EL 561'-3 1/2" (TYP)



EX. LADDER

WALL OPENING FOR HVAC

WALL OPENINGS FOR HVAC

WALL OPENINGS FOR HVAC


SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

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FILTER LEVELFLOOR SLAB PLAN

19-3010

09/16/2019

BIDDING

3/16" = 1'-0"1FILTER LEVEL FLOOR SLAB PLAN

8'4'2'0

SCALE: 1/4" = 1'-0"

N

KLINGNER

& ASSOCIATES

REVISION HISTORY


2

S103

38' - 0"

9' -

6"

TOP SLAB AT EL 559'-2"

TOP SLAB559' - 2"

#4@12"

#4@12", EWCENTER IN SLAB

#4@12"

3' -

6"

MIN

6"

8"

3'-6"

(MIN

)

8"

3/4"x45º CHAMFER, TYP

MIN

8"

3" CLROPTIONAL EARTH FORMED

OPTIONAL CONSTRUCTION JOINT

(FO

RM

ED

SID

ES

)

1' -

0"

6"

CLEAN AGGREGATE

COMPACT SUB-BASE

CONDUITS AS REQUIRED

GROUNDING CONNECTION TO REBAR

FIELD BEND

8"

FIELD BEND

8"

9' - 6"

MIN

8"


SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

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OUTSIDE AIR UNITFOUNDATION

DETAILS

19-3010

09/16/2019

BIDDING

1/4" = 1'-0"1FOUNDATION PLAN DETAIL FOR HVAC UNIT

3/4" = 1'-0"2SECTION

2'1'0

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

8'4'2'0

SCALE: 1/4" = 1'-0"

N


REVISION HISTORY


2

S501

3

S402

6' - 6" 6' - 6" 6' - 6" 6' - 6" 6' - 10" 6' - 10" 6' - 10" 6' - 6" 6' - 6" 6' - 6" 6' - 6" 6' - 6"

L3x3 FIBERGLASS SUPPORT ANGLE ANCHORED TO WALL WITH 316 STAINLESS STEEL POST INSTALLED ANCHORS AT 18" MAX CENTERS

LL3x3 FIBERGLASS SUPPORT ANGLE IF REQUIRED BY FIBERGLASS COVER FOR ADDITIONAL SUPPORT AT EACH SIDE OF THE ACCESS DOOR OPENINGS, TYP

L3x3 FIBERGLASS SUPPORT ANGLE ANCHORED TO WALL WITH 316

STAINLESS STEEL POST INSTALLED ANCHORS AT 18" MAX CENTERS

6' - 6"

L3x3 FIBERGLASS SUPPORT ANGLE ANCHORED TO WALL WITH 316 STAINLESS STEEL POST INSTALLED ANCHORS AT 18" MAX CENTERS

ADDITIONAL FIBERGLASS SUPPORT ANGLE FRAMING IF REQUIRED FOR

FIBERGLASS PANEL EXTENDED END AT LADDER STEP OFF, ANCHORED

TO WALL WITH 316 STAINLESS STEEL POST INSTALLED ANCHORS AT 18"

MAX CENTERS

3

S501

L3x3 FIBERGLASS SUPPORT ANGLE IF REQUIRED BY FIBERGLASS COVER FOR ADDITIONAL SUPPORT AT EACH SIDE OF THE ACCESS DOOR OPENINGS, TYP

TY

P

3' -

0"

TY

P

3' -

7"

2' -

0"

11

3/8

"

TYP

1

S501

2

S501

3

S402

2' -

0"

2' - 11"

ACCESS DOOR

3' - 0" 2' - 11"ACCESS DOOR

5' - 2" 7' - 10"

ACCESS DOOR

5' - 2" 7' - 10"

ACCESS DOOR

5' - 2" 8' - 10"

ACCESS DOOR

5' - 2" 7' - 10"

ACCESS DOOR

5' - 2" 7' - 10"

ACCESS DOOR

5' - 2" 7' - 2"

11

3/8

"

TY

P

3' -

6 1

/2"

AC

CE

SS

3' -

0"

DO

OR

, T

YP

11

' - 0

"

3' - 0" 3' - 5 5/8" ±

COVER EXTENSION

FIBERGLASS OR ALUMINUM SELF-CLOSING

SAFETY GATE

1' -

0"

±

CO

VE

R

EX

TE

NS

ION

1' -

11

1/2

" ± EXIST. LADDER

1' - 10" 1' - 8 1/4"

3' -

0 1

/4"

8"

4' -

4 1

/8"

22"X8" OPENING IN COVER FOR EXHAUST DUCT, FIELD COORDINATE W/MECHANICAL CONTRACTOR, TYP.

STRONGWELL SAFRAIL FIBERGLASS 2" SQUARE POSTS & HANDRAIL

7' - 2"

85' - 6"

4 1

/2"

8"

2' -

6"

2' - 0" 1' - 10" 1' - 4"

4 1

/2"

8"

2' -

6"

1' - 0" 1' - 10" 5' - 0"

1' -

7"

8"

1' -

3 1

/2"

3' - 0 5/8" 1' - 10" 2' - 3 1/8"

4' -

3"

8"

6' -

0 1

/4"

1' -

7"

8"

1' -

3 1

/2"

1' - 10" 3' - 8"3' - 9 3/4" 1' - 10"

3

S501

ACCESS DOOR BY FIBERGLASS COVER MANUFACTURER, TYP.

TYP


SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

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CLEARWELLCOVER FRAMING

AND GRATING/H.R.PLAN

19-3010

09/16/2019

BIDDING

8'4'2'0

SCALE: 1/4" = 1'-0"

N


1/4" = 1'-0"1CLEARWELL COVER FRAMING PLAN

1/4" = 1'-0"2CLEARWELL GRATING/COVER AND H.R. PLAN

REVISION HISTORY


1 2 3 4 5 6 7 8 9 10

B

A

C.4C.5C.6C.7C.81 2 3 4 5 6 7 8 9 10

EX. PEMB FRAME, TYP.

EX. PURLINS, TYP.

AAI8x6.18 [8x8x1/2 W-SHAPE]


























NOTES: 1. MEMBERS LABELED WITH [BRACKETS] INDICATES ALTERNATE BID

DESIGN USING STRONGWELL EXTREN FIBERGLASS I-SHAPED STRUCTURAL MEMBERS.2. TOP OF BEAM ELEVATIONS ABOVE FILTER LEVEL F.F. INDICATED AS (+X'-X")

(+11'-8")(+11'-8")(+11'-8")(+11'-8")

(+11'-8")

(+11'-8")

(+11'-8")

(+11'-8")

(+11'-8")

(+12'-4")

(+12'-4")

(+12'-4")

(+12'-4")

(+12'-4")

(+12'-4")

(+12'-4")

(+12'-4")(+12'-4")(+12'-4")

(+13'-0")

(+13'-0")

(+13'-0")(+13'-0")(+13'-0")

(+13'-0")

(+13'-0")(+13'-0")

(+12'-4")

(+12'-4")

(+12'-4")





(+11'-8")

(+11'-8")

(+11'-8")

(+11'-8")

(+11'-8") (+11'-8") (+11'-8") (+11'-8")

5

S501

6

S501

STEEL LADDER WITH CAGE, SEE DETAILS

AND1/S401 2/S401

1 1/2"Ø STD PIPEHANDRAIL BY 10'-0" MINLONG, TYPICAL EACHSIDE OF LADDER

STEEL LADDER WITH CAGE, SEE DETAILS AND

1 1/2"Ø STD PIPE HANDRAIL BY 10'-0" MIN LONG, TYPICAL EACH SIDE OF LADDER. SPACE H.R. POSTS AT EX. PURLINS OR ADD COLD FORM CHANNEL BLOCKING BETWEEN PURLINS TO SUPPORT BASE OF HANDRAIL IF REQUIRED. FIELD VERIFY ROOF PURLIN LOCATIONS, SPACING, AND DEPTH.

2' - 0" ±CENTERLINE OF LADDER

1' -

6"

±

CENTERLINE OF RIDGE

1/S402 2/S402

CENTERLINE OF LADDER

7

S501

EX

. O

PE

NIN

G

2' -

6"

8' -

7"

±

3' - 4" ±

EX. OPENING

5' - 0"

NEW ROOF INFILL WITH COLD-FORMED C-SECTION FRAMING

L3x3X68 SISTER ON EX. PURLIN,SEE DETAIL

(2) 800S250-68

EX. PURLINS, FIELD VERIFY

(2) 800S250-68, SEE DETAILS AND

5/S402

6/S402 7/S402


SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

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ROOF FRAMINGPLAN

19-3010

09/16/2019

BIDDING

8'4'2'0

SCALE: 1/4" = 1'-0"

N

KLINGNER

& ASSOCIATES

1/8" = 1'-0"1ROOF FRAMING PLAN

REVISION HISTORY


FILTER LEVEL569' - 2"

LOW EAVE581' - 2"

3' -

0"

4' -

4"

1' -

5"

1"

1' -

8"EX. TRANSLUCENT

PANEL

EX. GIRT

EX. GIRTS, FIELD LOCATE

6' - 0"800T150-68

COLD-FORMED C-SECTION

800T150-68 COLD-FORMED C-SECTION

WALL OPENINGEX. CEILING

PEMB FRAMING MEMBER


LOW EAVE581' - 2"

10"

7"

1' -

5"

2' - 0" 3' - 6"

EX. GIRT


PEMBFRAMINGMEMBER

3' -

0"

4' -

4"

1' -

5"





WALL OPENING

EX. GIRTEX. GIRT

WALL OPENING

EX. PURLINS, TYP.

EX. CEILING

EX. ROOF

EX. GUTTER

DEMO PORTION OF EX. GIRT FOR NEW WALL OPENING


1' -

2"

3"

1' -

9"


LOW EAVE581' - 2"

1' -

9"

3"

1' -

2"

1' - 8"1' -

5"

4' -

4"

3' -

0"

1' -

3"

5"

1' -

0"3' - 6"

EX. GIRT



800T150-68 COLD-FORMED

C-SECTION


800T150-68 COLD-FORMED

C-SECTIONWALL OPENING

EX. GIRT EX. GIRT

WALL OPENING

EX. CEILING

EX. ROOF

EX. GUTTER

DEMO PORTION OF EX. GIRT FOR NEW

WALL OPENING


EX. ROOF

EX. GUTTER

S3014

TYP CONNECTION

L3x3x68 BY 6" LG.

(4) #10 SCREWS, EACH LEG


EX. GIRT


SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

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SECTIONS ANDELEVATIONS

19-3010

09/16/2019

BIDDING

4'2'0 1'

SCALE: 1/2" = 1'-0"

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

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

1/2" = 1'-0"3SECTION

3" = 1'-0"4TYP CONNECTION DETAIL

SCALE: 3" = 1'-0"

6"0 3"

REVISION HISTORY


LADDER & CAGE

RA

DIU

S

1' -

1 3

/4"

9"

1' - 6"

9"

40.0

0°

40.00°

10

.00°

1' -

1 1

/2"

2' -

3"

CL

EA

R

CE

NT

ER

LIN

E

OF

RU

NG

ST

EE

L L

INE

BAR 2"x3/8", RING

BAR 2"x1/4",TYPICAL (7)LOCATIONS

BENT BAR 3"x3/8", TYP., SEE DETAIL

"ZEE" GIRT

3/4" DIA. RUNGS

BAR 2 1/2"x 3/8", TYP.

7/S401

10"

1 1

/2"±

LADDER & CAGE

9"

1' - 6"

10"

RA

DIU

S

1' -

5 3

/4"

2' -

7"

CL

R.

1' -

1 1

/2"

10

.00°

40.0

0°

40.00°

BAR 3"x3/8", BOTTOM RING


BENT BAR 3"x3/8"BELOW, TYPICAL, SEE DETAIL

ST

EE

L L

INE

3/4" DIA.RUNGS

BAR 2 1/2"x 3/8", TYPICAL

7/S401

10"

1 1

/2"

±

10

2

S401

2' - 0" ±CENTERLINEOF LADDER FACE OF EXISTING WALL

2"

±

6"

(15)S

PA

CE

S A

T 1

2"=

15'-0

"3

' - 6

"

3

S401

_____________________ TOP CAGE RING DETAIL

4

S401

_____________________

MID-HEIGHT CAGE RING

DETAIL

5

S401

_____________________

BOTTOM CAGE RING

DETAIL

4 1/2" 1' - 6" 4 1/2"

2"

5 1

/2"

GRADE

FLOOR LINE

3/4"Ø ROD RUNGS, TYPICAL

2 1/2"x3/8 BAR RAILS

MOUNTING BRACKETS AT 6'-0" MAX. CENTERS, SEE DETAIL 7/S401

SAFETY GATE:A36 GALVANIZED, NO. A71-24 SELF-CLOSING SAFETY GATE, MANUFACTURED BY FABENCO. INC 2002 KARBACH HOUSTON, TEXAS 77092 PHONE (713)686-6620 OR APPROVED EQUAL

2' - 3"

1' -

9"

1' -

9"

S401

6RUNG CONN. DETAIL, TYPICAL

A.1

OFFICE FLOOR552.00

552' - 0"

1

S401

1 1/2" ± 10"STEEL LINE

2 1/2" ±

1 1/2"Ø STD PIPE HANDRAIL (LOCATED OVER EXISTING EAVE PURLIN, FIELD SEAL WELD)

BOOT FLASHING

3

S401_____________________

TOP CAGE RING DETAIL

4

S401

_____________________

5

S401

_____________________


DETAIL

BOTTOM CAGE RING

DETAIL

EXISTING GIRTS, FIELD VERIFY LOCATIONS, TYP.

MOUNTING BRACKET, SEE DETAIL7/S401

4' -

0"

4' -

0"

3' -

9"

3"

7' -

0"

2"

±

2 1/2"x3/8 BAR SIDE RAILS

3/4"Ø RUNGS, TYPICAL

CAGE, SEE SECTION VIEWS

3"

2"

2"

SAFETY GATE

LADDER & CAGE

1' - 6"

40.0

0°

40.00°

10

.00°

1' -

1 1

/2"

2' -

3 1

/8"

CL

EA

R

CE

NT

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LIN

E

OF

RU

NG

ST

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L L

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BAR 3"x3/8", BOTTOM RING


3/4" DIA. RUNGS

BAR 2 1/2"x3/8", TYP.

10"

1 1

/2"

±

9"

BAR 2"x3/8", TYPICALEACH SIDE OF LADDER

1 1/2"Ø HANDRAIL BY 10'-0" MIN LONG, TYPICAL EACH SIDE OF LADDER

(POST AT MAX 5'-0" CENTERS)SAFETY GATE

PLUG WELD FLUSH &GRIND SMOOTH AFTERWELDING

3/8" PLATE

VA

RIE

S

4"

3"

NOTE: FIELD LOCATE AND WELD BRACKET TO LADDER RAILSAS REQUIRED TO ALIGN WITH EXISTING GIRTS OR AT 6'-0" MAXIMUM CENTERS (PROVIDE PIPE SPACERS FOR DEPT OF EXISTING WALL PANELS)

2 1/2" 1 1/2"

5/8"Ø BOLT


SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

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LADDER DETAILS

19-3010

09/16/2019

BIDDING

4'2'0 1'

SCALE: 1/2" = 1'-0"

1" = 1'-0"4LADDER MID-HEIGHT CAGE RING

1" = 1'-0"5LADDER BOTTOM CAGE RING

1/2" = 1'-0"1LADDER ELEVATION

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

1" = 1'-0"3LADDER TOP CAGE RING

6" = 1'-0"6LADDER RUNG DETAIL

1 1/2" = 1'-0"7BENT PLATE BRACKET FOR STEEL

2'0 6" 1'

SCALE: 1" = 1'-0"

1'6"0

SCALE: 1 1/2" = 1'-0"

3"

3"1"0

SCALE: 6" = 1'-0"

2"

NOTE:

1. ENTIRE LADDER, HANDRAIL SHALL BE HOT DIP GALVANIZED.

2. FIELD VERIFY, LADDER HEIGHT, GIRT HEIGHTS, AND EAVE PURLIN LOCATION PRIOR TO FABRICATION OF LADDER.

REVISION HISTORY


C.1

2

S402

2' - 3"

4 1/2" 9" 9" 4 1/2"

5 1

/2"

2"

3' -

6"

(14)S

PA

CE

S A

T 1

1 3

/4"=

13

'-8

1/2

"7

3/4

"

SAFETY GATE:A36 GALVANIZED, NO. A71-24 SELF-CLOSING SAFETY GATE, MANUFACTURED BY FABENCO. INC 2002 KARBACH HOUSTON, TEXAS 77092 PHONE (713)686-6620 OR APPROVED EQUAL

CENTERLINEOF LADDER

TOP CAGE RING SIMILAR

DETAIL


DETAIL

BOTTOM CAGE RING

DETAIL

3/4"Ø ROD RUNGS, TYPICAL

MOUNTING BRACKETS AT 6'-0" MAX. CENTERS, SEE DETAIL

RUNG CONN. DETAIL, TYPICAL

7/S401

3

S401

_____________________

4

S401

_____________________

5

S401

_____________________

S4016

2 1/2"x3/8 BAR RAILS

EXISTING ROOF

7

1

S402

7" 5" ±

1 1/2"Ø STD PIPE HANDRAIL (LOCATED OVER EXISTING EAVE PURLIN, FIELD SEAL WELD)

BOOT FLASHING

EXISTING GIRTS, FIELD VERIFY LOCATIONS, TYP.

SAFETY GATE

7' -

0 3

/4"

AN

D V

AR

IES

4' -

0"

3' -

0"

3' -

6 1

/2"

3"

3"

2"

2"

TOP CAGE RING DETAIL


DETAIL

BOTTOM CAGE RING

DETAIL

MOUNTING BRACKET, SEE DETAIL

2 1/2"x3/8 BAR SIDE RAILS

3/4"Ø RUNGS, TYPICAL

CAGE, SEE SECTION VIEWS

7/S401

5

S401

_____________________

4

S401

_____________________

3

S401

_____________________

EX. RAKE CHANNEL

EX. ROOFLEVEL VARIES

EX. ROOFLEVEL VARIES

EX. ROOF PURLIN

CLEARWELL TOPWALL

561' - 3 1/2"

2' - 11 1/2"

5' -

5 1

/2"

EX. T.O. GRATING


EX. LADDER

7"

4"

316 STAINLESS STEEL POST-INSTALLED 3/4"Ø ANCHOR BOLTS

1' - 0" 10 7/8" ±

COVER EXTENSION AT LADDER STEP OFF

3' -

6"

1' -

9"

3" FIBERGLASS CLEARWELL COVER 3

"

EXISTING CONCRETE WALL

1' - 6"

3/8" PLATE

1 1/2"Ø STD WT PIPE

(4) 5/8"Ø BOLTS IN 3/4"Ø HOLES, PROVIDE WASHER BELOW

4 1/2"

4 1

/2"

1" TYP

EX. PURLIN

(2) #12 SCREWS @12"

4S402

L3x3x68 BY 5'-0"

1 1/2"Ø STD WT PIPE POST

1 1/2"Ø STD WT PIPE POST

#12 SCREWS TOP & BOTTOM @12"

(2) 800S250-68

4

S402 (2) 800S250-68 L3x3x68 BY 6" LG.

(4) #12 SCREWS EACH LEG

EX. PURLIN


SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

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S402

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09/16/2019

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LADDER ANDHANDRAIL DETAILS

19-3010

1/2" = 1'-0"1UPPER LADDER ELEVATION

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

SCALE: 3" = 1'-0"

6"0 3"

NOTE:

1. ENTIRE LADDER, HANDRAIL SHALL BE HOT DIP GALVANIZED.

2. FIELD VERIFY, LADDER HEIGHT, GIRT HEIGHTS, AND EAVE PURLIN LOCATION PRIOR TO FABRICATION OF LADDER.

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

REVISION HISTORY


3" = 1'-0"4EXTERIOR HANDRAIL BASE PLATE

3" = 1'-0"5SUPPORT FRAMING FOR EXT. H.R. DETAIL

3" = 1'-0"6SUPPORT FRAMING FOR EXT. H.R. DETAIL

3" = 1'-0"7SUPPORT FRAMING FOR EXT. H.R. DETAIL 4'2'0 1'

SCALE: 1/2" = 1'-0"

14

' - 1

0"

25

' - 8

"

2' - 0"

1' - 6" 21' - 0" 21' - 9" 21' - 9" 21' - 0" 1' - 6"

2' - 0" 2' - 0"

7' - 3"

WEIR

5' - 0"8' - 0"

WEIR

5' - 0"8' - 0"

WEIR

5' - 0"9' - 0"

WEIR

5' - 0"8' - 0"

WEIR

5' - 0"8' - 0"

WEIR

5' - 0"7' - 3"

1 2 3 4 5

3" FIBERGLASS CLEARWELL COVER

7' -

7 1

/2"

3"

2' -

11

5/8

"

4"

S501

4

S5014

1S101

1

S102

1S201

2S201

7' -

10

1/2

"

5' -

9 1

/2"

13

' - 4

1/8

" ±

25

' - 8

"

3 3

/8"

5' -

5 1

/4"

1' - 6" 4' - 0" 1' - 6" 4' - 0" 1' - 6" 8' - 0" 1' - 6"

11' - 0"



NEW BEAMS FOR HVAC SYSTEM SUPPORT

FILTER LEVEL EL 569'-2"

TOP CLEARWELL COVER EL 561'-6 1/2"

FILTER SLAB LOWER BASE EL 543'-6"

FILTER SLAB LOWER BASE EL 549'-3"

CLEARWELL TOP WALL EL 561'-3 1/2"

S5014

3"

EXISTING BUILDING FRAME

FIBERGLASS L3x3x68 SUPPORT ANGLE WITH 316 STAINLESS STEEL POST INSTALLED 3/4"Ø ANCHORS AT 18" MAX CENTERS WITH 6" MIN EMBEDMENT INTO EXISTING CONCRETE WALL

3" THICK FIBERGLASS COVER PANEL

316 STAINLESS STEEL CONNECTION HARDWARE SPACED AS REQUIRED BY FIBERGLASS COVER PANEL MANUFACTURER

EXISTING CONCRETE WALL

TOP CLEARWELL COVER EL 561'-6 1/2"

(4) 3/4"Ø BOLTS (316 S.S.)MATCH BEAM FLANGE GAGES FOR BOLT SPACING

NEW ALUMINUM OR FIBERGLASS (ALT BID)

SUPPORT BEAMS FOR HVAC DUCTWORK BELOW

3

EXISTING BUILDING FRAME ROOF BEAM WITH EXISTING

ROOF PURLINS ABOVE

NEW 8" DEEP ALUMINUM OR FIBERGLASS (ALT BID) BEAM SUPPORT FOR HVAC BELOW

ALUMINUM OR FIBERGLASS (ALT BID) CLIP ANGLES EACH SIDE OF WEB

WITH 3/4"Ø BOLTS (316 S.S.) FIELD DRILL HOLES IN EXISTING FRAME

NEW 800T150-68 COLD-FORMED C-SECTION AT 2'-0" MAX SPACING

EX. CEILING NEW CEILING TILE

NEW BATT INSULATION TO INFILL CURB

NEW 800T150-68 ALL AROUND EX. OPEING

EX. ROOF

EX. COLD FORMED STEEL

EX. INSULATION

8"

±

NEW SHEET METAL CAP OVER EX.

OPENING CURB, PAINT TO MATCH EX. ROOF

L3x3x68 BY 6" LG. CLIP ANGLE, CONNECT EACH LEG WITH (4) #10 SCREWS

#10 HEX HEAD STAINLESS STEEL SELF TAPPING ROOFING SCREWS W/EPDM RUBBER METAL BEAKED WASHERS @12" MAX SPACING

HINGE

DOOR HANDLE

L3x3 FIBERGLASS SUPPORT ANGLE IF REQUIRED BY FIBERGLASS COVER FOR ADDITIONAL SUPPORT AT EACH SIDE OF THE ACCESS DOOR OPENINGS


ACCESS DOOR BY FIBERGLASS COVER MANUFACTURER


SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

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S501

KTH

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KTH/AJK

09/16/2019

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STRUCTURALDETAILS

19-3010

09/16/2019

BIDDING

8'4'2'0

SCALE: 1/4" = 1'-0"

1/4" = 1'-0"1WEIR ELEVATION

1/4" = 1'-0"2BUILDING SECTION

1 1/2" = 1'-0"4DETAIL

1'6"0

SCALE: 1 1/2" = 1'-0"

3"

1 1/2" = 1'-0"5BEAM CONNECTION DETAIL

1 1/2" = 1'-0"6BEAM CONNECTION DETAIL

1" = 1'-0"7ROOF INFILL SECTION

2'0 6" 1'

SCALE: 1" = 1'-0"

1 1/2" = 1'-0"3TYP ACCESS DOOR OPENING

REVISION HISTORY



SHEET


SHEET TITLE


CHECKED CHECK DATE

FIELD FIELD BOOK


PROJECT NO.

DESIGNED DRAWN

ISSUED FOR

©

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CLEARWELLCOVER

RENDERINGS

19-3010

09/16/2019

BIDDING

NTS1RENDERING OF EXISTING CLEARWELL CONDITIONS

NTS2RENDERING OF NEW CLEARWELL COVER WITH ACCESS DOOR AT WEIRS

REVISION HISTORY


Documents

WTP HVAC AND CLEARWELL IMPROVEMENTS CITY OF …city of galesburg oquawka, il location map g001 ... m101mechanical filter building plans m102mechanical office building plan m501mechanical