Library_Print:_A1.0.pdf

TYP. ALUMINUM

SERRATED RUNGS

1 1/4"

1"

1" MAX.

7'

4A

4B

(N) 8" CONCRETE

SEE 1/A1.0

1/8" THICK ALUM.

SECURITY DOOR

6" 6'

6"

6" 7'

6"

4"

STAINLESS

STEEL HASP

3/8"Ø ALUM.

BENT HOOK

3'

6"

3/16" AL. WALL BRACKET

SEE NOTE - 1

(E) CONC. ROOF

STRUCTURE

6'

0"

1/2"ø S.S. HILTI KWIK

BOLT 3 WITH 4" EMBED

4"x1 3/8"x3/16"

2" LG. ALUM. ANGLE

FLOOR BRACKET

SEE NOTE - 1

24"x24" ALUM.

PLATFORM

ALLOW 6063-T5

5"

PROVIDE PERMANENT WEATHER-

PROOF WATER PROOF JOINT

SEALANT (CONT.)

1/2"ø S.S. HILTI KWIK

BOLT 3 WITH 4" EMBED

NOTE - 1 = COAT ALUMINUM WITH PERMANENT WEATHER PROOF

BITUMASTIC PRIMER WHERE IN CONTACT WITH CONCRETE OR CMU (TYP.)

1' - 0"

5' - 0"

CL

5"

ANGLE BRACKET LADDER RUNGS

ALUMINUM DOOR

7"

EXTRUDED ALUMINUM

CHANNEL RAIL 6063-T5

2"x3/16" ALUM. FLAT

SAFETY HOOPS

#12x1 1/4" S.S. SELF

TAPPING SCREW

M

IN

IM

UM

EXTRUDED ALUMINUM

COVER PLATE 6063-T5

1/4"x3/4" S.S. H.H.M.B. W/LOCK

NUT AND FLAT WASHER

FOR BRACE AT WALL SEE

DETAIL SECTION A4

1 1/4"

EXTRUDED

RUNG 6063-T5

PATENT RATED

FOR 1500 LBS.

1 1/4"x4 1/8" ALUM.

SERRATED TREAD

ALLOY 6063-T5

2"x 3/16" ALUM. FLAT

SAFETY HOOPS

2'

0" 2'

3"

1' - 1 9/16"

R 1'

- 1

1/ 2"

EDGE OF (E)

OVERHANG

3x3x1/4" ALUM. ANGLE 6061-T6 w/ 1/2" ø S.S. BOLT

CONN. TYPICAL INSTALL

ANGLE BRACKET AT

FLUSH SURFACE OF WALL

SEE NOTE - 1

1/2" ø S.S. HILTI KWIK

BOLT 3 W/4" EMBED

TYP. OF 4

(E) CMU PATIO WALL

(E) CMU. PATIO

WALL

A

B

1/8" THICK ALUM.

SECURITY DOOR

PIANO HINGE

4" TYP1' - 2" TYP

ARCH. OFFSETS

IN (E) CMU WALL

I I

2' - 0"

2'

0"

1"x3"x1/8" ALUM.

FRAME ALLOY

6063-T5

HEAVY DUTY ALUM.

EXTRUDED

TUBULAR RAILS

PIANO HINGE 1/8" THICK ALUM.

SECURITY DOOR

1/4"Ø X 3/4" S.S.

P.H.M.B. w/ NUT AND

LOCK WASHER

1/8" FORMED ALUM.

END PANEL

WIDTH = 24" FOR CAGE LADDER

1/2"ø HOLE

1/4" ALUM. PLATE

WELDED TO ALUM. ROD

STAINLESS

STEEL HASP

NOTCH SECURITY

DOOR AT HASP

3/8"Ø ALUM. BENT

HOOK WELDED TO

1/4" THICK ALUM.

PLATE AT END

1/4" ALUM. PLATE WELDED

TO ALUM. ROD

PAD LOCK

1/8" THICK ALUM.

SECURITY DOOR

STAINLESS

STEEL HASP

3/8"Ø ALUM.

BENT HOOK

7" M

IN

IM

U M

WIDTH = 3 1/2'

6"

B

A

EXISTING CONC. PATIO WALL

NEW CONC. PAD 8" THICK

(w/ #3@12" O.C. EW CTR'D)

ON UNDISTURBED NATIVE

SOIL. CONC. fc'=3000 psi

AT 28 DAYS

EXISTING ROOF

OVERHANG ABOVE

EXISTING 12"x12" PAVING

BLOCKS ON CONC SLAB

M

AT

C H

E

XI

ST

IN

G

NO

RT

H

EXISTING BLDG

WALL

Capital Expenditure Managers 2750 Gateway Oaks Drive Sacramento, CA 95833

(916) 648-9700

SHEET TITLE

BUILDING

SCALE:

REVISIONS

JOB NO. SHEET

DATE

NO. DATE NO. DATE

AS SHOWN

DESTROY AFTER USE .DWG

CITY PROJECT NO.

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3855A3

LADDER PLAN,

ELEVATIONS &

DETAILS

A1.0

A1.0

City of Lompoc

FY-10-LB-1

3/4" = 1'-0"A1.0

2 LADDER ELEVATIONS

6" = 1'-0"A1.0

5 LADDER DETAIL

3/4" = 1'-0"A1.0

4 LADDER PLAN

6" = 1'-0"A1.0

3 SECURITY DOOR DETAIL

1/4" = 1'-0"A1.0

1 ENLARGED ROOF ACCESS PLAN

akwong Chris B akwong Typewritten Text 2/28/13

NO

RT

H

B C D

E F

25' - 4 1/2"

/2

A1.0

C OF 12" THICK WAFFLE SLAB ROOF, TYPL

6' - 0"

ROOF SCREEN TUBE FRAME,

SEE 3/A2.2, TYP

ROOF ACCESS

DUCT SUPPORT, TYP

3' - 0"

NOTES:

1. EXPOSED FASTENED INDUSTRIAL PANEL FOR

ROOF AND WALL APPLICATIONS.

2. 36" PANEL COVERAGE.

3. 1-1/2" RIB HEIGHT AT 7.2" CENTERS

4. GAUGES: 22 MIN.

5. FINISHES: BARE GALVALUME

7 3/16" 2 1/8"

1/

2"

72 RIB PANEL

STANDARD TRIM CAP

OUTSIDE CORNER TRIM

1/

1/

VARIES

1/2" OPEN

PARALLEL

HEM (TYP.)

FINISH

SIDE

COVERAGE

5"3" OR

FINISH

SIDE

1/ 2"

1/2" 2X (OPEN

PARALLEL HEM)

BOX TRIM CAP

#12 TEK SCREWS @ EACH FLUTE

TYPICAL FLATTEN TRIM & PIERCE-

OPTIONAL END CONNECTOR

5/16" SS BOLT WITH

SEALING WASHER (8)

TOTAL PER BAS CAP

SPROCKET LOCK

CONNECTION

TYPICAL "BASE

CONNECTOR" PROVIDE BUTTON PUNCH

SIDE SEAM ATTACHMENT

BASE CONNECTION BY

MANUFACTURER, SEE 4/A2.2

FEILD VERIFY TO CENTER OF

(E) CONC BEAM OF WAFFLE

SLAB

TYPICAL

"BASE CAP"

TO CENTER OF WAFFLE BEAM 3' - 0"

VERIFY WITH MFG

10 1/4"

4'

6"

Ø2.5" TUBING 11 GA. (TYP)

NOTE:

NEW MECHANICAL ROOF SCREEN SYSTEM BY ROOFSCREEN MFG. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS, CALCULATIONS AND STAMP FROM A LICENSED CALIFORNIA ENGINEER.

6"

MECH UNIT

RIB PANEL, SEE 2/A2.2

5"

RUBBER SEALING GASKET

ROOF MEMBRANE PATCH & REPAIR

(E) CONCRETE WAFFLE SLAB

FASTEN BASE SUPPORT TO

CONCRETE WITH HILTI KWIK BOLT TZ

1/2"Ø W/ 3 1/4" EMBEDMENT

BASE SUPPORT

BASE CAP

BASE GASKET

RUBBER BOOTS

BASE SUPPORT

12"

3"

C OF (E) CONCRETE BEAM OF WAFFLE SLAB &

(N) ANCHOR

L

(E) 1-1/2" INSULATION

CUT ROOFING & INSULATION

AT POINT OF BASE SUPPORT

SEALANT

RUBBER BOOT

BASE GASKET

BASE CAP

Capital Expenditure Managers 2750 Gateway Oaks Drive Sacramento, CA 95833

(916) 648-9700

SHEET TITLE

BUILDING

SCALE:

REVISIONS

JOB NO. SHEET

DATE

NO. DATE NO. DATE

AS SHOWN

DESTROY AFTER USE .DWG

CITY PROJECT NO.

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3855A3

ROOF SCREEN

LAYOUT AND

DETAILS

A2.2

A2.2

City of Lompoc

FY-10-LB-1

1/8" = 1'-0"A2.2

1 ENLARGED ROOF PLAN

1 1/2" = 1'-0"A2.2

2 TYPICAL PANEL AND TRIM

1" = 1'-0"A2.2

3 TYPICAL ROOF SCREEN TUBE FRAME

6" = 1'-0"A2.2

4 BASE CONNECTION DETAIL

akwong Typewritten Text 2/28/13 akwong Chris B

R T

H

NO

R T

H

NO

R T

H

VICINITY MAPREGIONAL LOCATION MAPSITE MAP

PROJECT

LOCATION

PROJECT

LOCATION

SCHEDULE OF DRAWINGS

GOVERNING CODES

CONSULTANTS

PUBLIC LIBRARY HVAC

RETROFIT PROJECT

CITY OF LOMPOC

DEPARTMENT OF PUBLIC WORKS

2010 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE (PART I, TITLE 24, CCR)

2010 CALIFORNIA BUILDING CODE (2009 IBC AND 2010 CALIFORNIA AMENDMENTS, PART 2, TITLE 24, CCR)

2010 CALIFORNIA ELECTRICAL CODE (2008 NEC AND 2010 CALIFORNIA AMENDMENTS, PART 3, TITLE 24, CCR)

2010 CALIFORNIA MECHANICAL CODE (2009 UMC AND 2010 CALIFORNIA AMENDMENTS, PART 4, TITLE 24, CCR)

2010 CALIFORNIA PLUMBING CODE (2009 UPC AND 2010 CALIFORNIA AMENDMENTS, PART 5, TITLE 24, CCR)

2010 CALIFORNIA FIRE CODE (2009 IFC AND 2010 CALIFORNIA AMENDMENTS, PART 9, TITLE 24, CCR)

2010 CALIFORNIA ENERGY CODE (PART 6, CCR)

MECHANICAL & ELECTRICAL & STRUCTURAL:

KITCHELL CEM

2750 GATEWAY OAKS DRIVE, SUITE 300

SACRAMENTO, CA 95833

PROJECT

LOCATION

LOS

ANGELES

ORANGE

LUIS

OBISPO

SAN

BENITO

SAN

MONTEREY

VENTURA

SANTA

BARBARA

TULARE

FRESNO

KINGS

KERN

TRINITY

SONOMA

MARIN

SAN MATEO

SAN FRANCISCO

MENDOCINO

DEL NORTE

HUMBOLDT

PLUMAS

NEVADA

EL DORADO

TUOLUMNE

MA

RIP

OS

A

CA

LA

VE

RA

S

AMA

DOR

ALAMEDA

SANTA

CLARA

SOLANO

COSTA

CONTRA

CRUZ

SANTA

MERCED

ST

AN

ISL

AU

S

SAN

JOAQUIN

BUTTE

GLENN

NAPA

COLUSA

YOLO

LAKE

SIERRA

PLACERYU

B A

MONO

MADERA

ALP

INE

SHASTA

TEHAMA

SISKIYOU

LASSEN

MODOC

INYO

IMPERIAL

SAN DIEGO

SAN BERNARDINO

RIVERSIDE

SU

TTER

SACRA-

MENTO

FINAL CONSTRUCTION DOCUMENTS

501 EAST NORTH AVENUE

CITY OF LOMPOC APPROVALS

Kevin P. McCune, City Engineer Date

Harry Hinton, Building Official Date

Arleen Pelster, Community Development Director Date

Molly Gerald, Library Director Date

City Project No. FY-10-LB-1

RECORD DRAWING CERTIFICATION

"I CERTIFY THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND RECORD DRAWING COMMENTS

ACCURATELY REFLECT EXISTING FIELD CONDITIONS AND MATERIALS ACTUALLY USED

DURING CONSTRUCTION. THIS CERTIFICATION IS BASED ON PERIODIC FIELD OBSERVATIONS

AND CONTRACTOR'S REPRESENTATIONS OF THE FACILITIES AS CONSTRUCTED."

1. SPECIAL INSPECTION IN ACCORDANCE WITH CHAPTER 17 OF THE 2010 CBC IS REQUIRED AND SHALL BE PROVIDED FOR THE FOLLOWING WORK, UNDER SUPERVISION OF AN OUTSIDE SPECIAL INSPECTION TESTING

AGENCY EMPLOYED BY THE OWNER.

a. STRUCTURAL CONCRETE WITH AN f'c GREATER THAN 2500 psi.

b. ALL STRUCTURAL STEEL WELDING, EXCEPT WHERE DONE IN THE SHOP OF AN APPROVED FABRICATOR.

c. REINFORCING STEEL (WHERE f'c IS GREATER THAN 2500 psi OR REINFORCEMENT IS WELDED).

d. AS NOTED IN OTHER SECTIONS OF THE GENERAL NOTES.

e. USE OF STRUCTURAL EPOXY OR EXPANSION ANCHORS.

f. USE OF A325 OR A325 SC BOLTS.

g. BOLTS EMBEDDED IN CONCRETE OR MASONRY.

h. SOIL COMPACTION REQUIREMENTS.

i. TESTING, PREPARATION, AND PLACEMENT OF ALL CONCRETE MASONRY UNITS.

SPECIAL INSPECTION

ROOFTOP SCREENING SHALL BE REVIEWED AND APPROVED

BY THE PLANNING DIVISION PRIOR TO INSTALLATION.

CONSTRUCTION

LAY-DOWN AREA

THE COVERED LOADING AREA AT

EAST SIDE OF THE LIBRARY BUILDING

& DRIVE ISLE TO LOADING AREA

SHALL REMAIN CLEAR AT ALL TIMES

GENERAL NOTE:

THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES AND FOR THE PROTECTION OF AND REPAIR OF DAMAGE TO THEM. CONTACT UNDERGROUND SERVICE ALERT SOUTHERN CALIFORNIA (USA/SC), OR DIGALERT, AT 8-1-1 A MINIMUM OF TWO (2) FULL WORKING DAYS BEFORE WORK IS TO BEGIN.

Capital Expenditure Managers 2750 Gateway Oaks Drive Sacramento, CA 95833

(916) 648-9700

SHEET TITLE

BUILDING

SCALE:

REVISIONS

JOB NO. SHEET

DATE

NO. DATE NO. DATE

AS SHOWN

DESTROY AFTER USE .DWG

CITY PROJECT NO.

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3855A3

COVER SHEET

G0.0

G0.0

City of Lompoc

FY-10-LB-1

GENERAL

G0.0 COVER SHEET

G0.1 3D VIEWS

MECHANICAL / ELECTRICAL

ME0.0 MECHANICAL / ELECTRICAL LEGEND, ABBREVIATIONS, SYMBOLS

AND NOTES

ME2.0 BASEMENT DEMOLITION / NEW WORK & ELECTRICAL PLAN &

SCHEDULE

ME2.2 ROOF PLAN - HVAC / ELECTRICAL

ME5.1 DETAILS & SCHEDULES - HVAC / ELECTRICAL

DRAWINGS INDEX

Sheet

Number Sheet Name

ARCHITECTURAL

A1.0 LADDER PLAN, ELEVATIONS & DETAILS

A2.2 ROOF SCREEN LAYOUT AND DETAILS

MECHANICAL

M2.1 FLOOR PLAN - HVAC

M6.1 CONTROLS

TITLE 24

T1.0 TITLE 24 COMPLIANCE FORMS

T1.1 TITLE 24 COMPLIANCE FORMS

REFERENCE

M3 AS-BUILT REFERENCE

M4 AS-BUILT REFERENCE

akwong Chris B akwong

2/28/13

Capital Expenditure Managers 2750 Gateway Oaks Drive Sacramento, CA 95833

(916) 648-9700

SHEET TITLE

BUILDING

SCALE:

REVISIONS

JOB NO. SHEET

DATE

NO. DATE NO. DATE

AS SHOWN

DESTROY AFTER USE .DWG

CITY PROJECT NO.

D

EP

AR

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3855A3

3D VIEWS

G0.1

G0.1

City of Lompoc

FY-10-LB-1

akwong Typewritten Text 2/28/13

Chris B

H

B C D

E F G

H I J K x6 x1 x1 x1

(10) 8x6 SR-1

195 CFM

22x22 UTR

14x12

20x14 14x12 x6 x1 x1 x6

14x12

10x10

(4) 12x10 S-1 475 CFM14x12 x1 x1 x6 x6

20x12 x6 x8 x1 x8 x6

16x14 20x14

(10) 8x6 SR-1

215 CFM

(12) 10x6 SR-1

250 CFM

10x6 14x8 14x10 14x8 10x6

10x6 14x8 14x10 14x8 10x6

16x12

16x12 x1 x1

22x22 UTR

22x22 UTR

22x22 UTR

22x22 UTR

22x22 UTR

CO2 HVU - 3

S HVU - 3

CO2 HVU - 2

S HVU - 2

CO2 HVU - 1

S

HVU - 1

24x24 CR-1

3000 CFM

24x24 CR-1

2900 CFM

24x24 CR-1

3100 CFM 1

TYP

SHEET NOTES:

MOUNT RA GRILLE TIGHT TO BOTTOM OF WAFFLE ROOF WEB. SECURE TO

CONCRETE WITH MIN. (4) 1/4"ø HILTI KWIK BOLT III, MIN. 2" EMBEDMENT. PROVIDE

ADDITIONAL 20 GA. S.M. FILLER TO SPAN ENTIRE WAFFLE IF NECESSARY. PAINT S.M.

FILLER TO MATCH GRILLE.

PROVIDE MIN. VERTICAL SPACE NECESSARY TO INSTALL VOLUME DAMPERS AT EACH

SUPPLY OUTLET.

SEE DETAIL 3/ME5.1 FOR DUCT THRU ROOF PENETRATION.3

GENERAL NOTES:

A. MOUNT ALL DUCTWORK AS TIGHT TO STRUCTURE

ABOVE AS POSSIBLE.

M2.1

M2.1

(E) LIGHTING

FIXTURE, TYP.

(E) LIGHTING

FIXTURE, TYP.

(E) LIGHTING

FIXTURE, TYP.

ME5.1

TYP.

EFG

ME5.1

Sim 3 4 5

ME5.1

Sim

Capital Expenditure Managers 2750 Gateway Oaks Drive Sacramento, CA 95833

(916) 648-9700

SHEET TITLE

BUILDING

SCALE:

REVISIONS

JOB NO. SHEET

DATE

NO. DATE NO. DATE

AS SHOWN

DESTROY AFTER USE .DWG

CITY PROJECT NO.

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3855A3

FLOOR PLAN -

HVAC

M2.1

M2.1

City of Lompoc

FY-10-LB-1

1/8" = 1'-0"M2.1

1 FIN. FLOOR

1/8" = 1'-0"M2.1 3 Section B

1/8" = 1'-0"M2.1 2 Section A dlovell Doug dlovell

3/31/13

BACNET/ETHERNET

GUI

(NIC)

R/C

BACNET / ON WORKS

UC

HVU

UC UC

TO (E) HVAC EQUIPMENT

(E) SERVER

(E) 'ME LRG 25'

ROUTER/CONTROLLER

(N) ZN 551

CONTROL

MODULE, TYP

(N) 'RS PLUS'

ROOM

SENSOR, TYP

NOTE: ALL MODEL NUMBERS/NAMES SHOWN BASED ON

AUTOMATED LOGIC CORPORATION. OTHER APPROVED

EQUAL PRODUCTS COMPATIBLE WITH (E) ALC

COMPONENTS ARE ALSO ACCEPTABLE.

(E) 'SE 6104'

CONTROLLER

USB LINK KIT AS REQ'D.

USB5 PIN CONNECTOR TO

RS SENSOR

LAPTOP (NIC)

HVU HVU

MOTORIZED

DAMPER TYP.

FILTER

MODULATING

GAS VALVE

RA SA

OA

MSBO BI

460V

H

C

BI

FS

BI

RTS

AI

DTS

DAAO

AO

CO2

AI

AO

G

SYMBOL DESCRIPTION

AI ANALOG INPUT

AO ANALOG OUTPUT

CS CURRENT SWITCH

DI DIGITAL INPUT

DO DIGITAL OUTPUT

DTS DUCT TEMPERATURE SENSOR

DA DIRECT MOUNT MODULATING DAMPER ACTUATOR (SIZE AS REQD)

FS LOW LIMIT SENSOR/CONTROLLER WITH DPDT CONTACTS

HDS HIGH DUCT STATIC LOCKOUT, MANUAL RESET TYPE

MS COMBINATION MAGNETIC STARTER, BY MECH. CONTRACTOR

M/S MOTOR STARTER

PWR POWER TO EQUIPMENT BY DIVISION 16

RTS ROOM TEMPERATURE SENSOR WITH ADJUSTABLE SETPOINT

SD FIRE MARSHAL APPROVED DUCT SMOKE DETECTOR

T TEMPERATURE WELL

UC UNIT CONTROLLER

IOM INPUT/OUTPUT MODULE

WIRING BY TEMPERATURE CONTROL

CONTRACTOR

WIRING BY DIVISION 16 ELECTRICAL

CONTRACTOR

NOTE:

ALL WIRING TO

BE RUN IN

CONDUIT

THESE CONTROL DIAGRAMS ARE DIAGRAMMATIC AND DO NOT DEPICT ALL CONTROL

WIRES, RELAYS OR COMPONENTS OF A COMPLETE SYSTEM. IT IS THE

RESPONSIBILITY OF THE TEMPERATURE CONTROLS CONTRACTOR TO PROVIDE A

COMPLETE AND FUNCTIONAL CONTROL SYSTEM AT NO ADDITIONAL COST TO THE

OWNER.

DA

CONTROL LEGEND

(TCC)

(EC)

SEQUENCE OF OPERATIONS

HEATING AND VENTILATING UNITS

FAN OPERATION

SUPPLY FAN SHALL RUN CONTINUOUSLY DURING ALL OCCUPIED HOURS REGARDLESS OF DEMAND FOR HEATING OR ECONOMIZER COOLING. FAN SHALL ENERGIZE ON AT THE BEGINNING OF BUILDING OCCUPANCY EACH DAY PER THE

SCHEDULE PROGRAMMED INTO THE (E) DDC SYSTEM TIME CLOCK.

OCCUPIED HEATING

UPON A CALL FOR HEATING BY THE ROOM TEMPERATURE SENSOR BASED ON USER-SELECTED SET POINT, THE HVU GAS VALVE SHALL MODULATE TO SATISFY THE HVU INTERNAL DISCHARGE TEMPERATURE SETPOINT. VALVE SHALL NOT OPEN UNLESS AIRFLOW THROUGH THE HVU IS PROVEN. DURING THE HEATING MODE, THE GAS VALVE SHALL MODULATE AS REQUIRED TO MEET SPACE HEATING DEMANDS. OA/RA DAMPERS SHALL BE AT MINIMUM OA POSITION. WHEN THE SPACE NO

LONGER DEMANDS HEAT, THE GAS VALVE SHALL MODULATE TO THE FULLY CLOSED POSITION.

UNOCCUPIED HEATING

SHALL BE SAME AS OCCUPIED HEATING EXCEPT THAT FAN WILL ONLY OPERATE WHEN HEATING IS CALLED, THE SPACE TEMPERATURE SET POINT WILL BE A PRE-DETERMINED “SETBACK” POSITION, AND OA/RA DAMPERS WILL BE SET TO 0% OA

FOR 100% RECIRCULATION OF SUPPLY AIR.

OCCUPIED ECONOMIZER ‘FREE’ COOLING

WHEN THE OUTDOOR AMBIENT TEMPERATURE DROPS BELOW 70 DEG F AND THE INDOOR SPACE TEMPERATURE EXCEEDS 78 DEG F, THE OA MOTORIZED DAMPER SHALL OPEN FROM MINIMUM POSITION TO ADMIT ADDITIONAL OUTSIDE AIR AS REQUIRED TO MAINTAIN 78 DEG F IN THE SPACE. SIMULTANEOUSLY, THE RA DAMPER SHALL CLOSE TO MAINTAIN TOTAL

SUPPLY AIR QUANTITIES CALLED FOR ON THE PLANS.

IF INDOOR SPACE TEMPERATURE CONTINUES TO EXCEED 78 DEG F, THE OA/RA DAMPERS SHALL MODULATE TO ADMIT MORE OA PROVIDED THE OUTDOOR AMBIENT TEMPERATURE REMAINS AT 70 DEG F OR BELOW. BETWEEN OUTDOOR AMBIENT TEMPERATURES OF 55 DEG F AND 70 DEG F, THE OA/RA DAMPERS ARE PERMITTED TO ALLOW 100% OA PROVIDED THE

INDOOR SPACE TEMPERATURE EXCEEDS 78 DEG F.

IF THE OUTDOOR AMBIENT TEMPERATURE IS 54 DEG F OR LESS, THE OA/RA DAMPERS SHALL MODULATE TO ADMIT THE

MINIMUM LEVEL OF OA AS SHOWN ON THE PLANS.

DEMAND-CONTROLLED VENTILATION

WHEN THE MODE IS OCCUPIED, AND THE OUTDOOR AMBIENT TEMPERATURE IS BELOW 80 DEG F AND CARBON DIOXIDE LEVELS IN THE SPACE EXCEED 600 PPM, THE OA/RA DAMPERS SHALL MODULATE TO ADMIT INCREASING AMOUNTS OF OA TO THE SPACE UNTIL THE 600 PPM SET POINT IS SATISFIED. UNDER NO CIRCUMSTANCES SHALL THE OA LEVELS BE REDUCED

BELOW THE MINIMUMS SET FORTH ON THE PLANS.

PRE-OCCUPANCY PURGE

IF THE SYSTEM IS INDEXED TO UNOCCUPIED AND THE TIME IS WITHIN 2-HOURS OF THE NEXT OCCUPIED PERIOD, THE OAT IS LESS THAN 75 DEG F, THE SYSTEM SHALL START THE SUPPLY FAN AND OPEN THE DAMPER TO 100-PERCENT. IF THE OAT IS ABOVE 75 DEG F THEN THE DAMPER WILL BE POSITIONED TO 35-PERCENT (ADJUSTABLE). IF THE OAT IS LESS THAN 50 DEG F (ADJUSTABLE), THEN THE DAMPER WILL BE POSITIONED TO 10-PERCENT (ADJUSTABLE). THE FAN SHALL RUN FOR MINIMUM OF 5-MINUTES (ADJUSTABLE) AT WHICH TIME THE FAN WILL RETURN TO UNOCCUPIED TEMPERATURE CONTROL AND THE

DAMPER WILL CLOSE.

ALARMS

AT ANY MOMENT THE DUCT SMOKE DETECTORS IN THE SUPPLY DUCT DETECT PRODUCTS OF COMBUSTION IN THE AIRSTREAM, A SIGNAL WILL BE SENT TO SHUT DOWN THE SUPPLY FAN MOTOR. AN ALARM SHALL BE SENT TO THE USER

INTERFACE.

IF A DEMAND FOR GAS IS PRESENT, BUT PROOF OF AIRFLOW CANNOT BE VERIFIED, AN ALARM SHALL BE GENERATED AND

SENT TO THE USER INTERFACE.

Capital Expenditure Managers 2750 Gateway Oaks Drive Sacramento, CA 95833

(916) 648-9700

SHEET TITLE

BUILDING

SCALE:

REVISIONS

JOB NO. SHEET

DATE

NO. DATE NO. DATE

AS SHOWN

DESTROY AFTER USE .DWG

CITY PROJECT NO.

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3855A3

CONTROLS

M6.1

M6.1

City of Lompoc

FY-10-LB-1

NTSM6.1

1 SYSTEM ARCHITECTURE

NTSM6.1

2 HVU CONTROL DIAGRAM

dlovell Doug dlovell

INTAKE/RELIEF HOOD

MP MECHANICAL PENETRATION

SLEEPER SUPPORT

POURABLE SEALER POCKET

BDDBDD

MM

FF

FSFS

EQUAL

D D

1.5D1.25D

R

RW

MECHANICAL GENERAL NOTES:

MECHANICAL / ELECTRICAL SYMBOLSMECHANICAL / ELECTRICAL ABBREVIATIONS

CONSTRUCTION NOTES:

ABBREVIATIONSYMBOLDESCRIPTIONDOUBLE LINESINGLE LINESYMBOLSYMBOL

DESCRIPTIONSYMBOL

DESCRIPTIONDOUBLE LINESINGLE LINE

MAXIMUM 15 INCLUDED ANGLE EXCEPT

EJ=2" EJ

POC

MAV

EXISTING TO BE CAPPED

POINT OF CONNECTION

EXISTING TO REMAIN

MANUAL AIR VENT

TEMPERATURE GAGE

PTTP

CONCENTRIC REDUCER

ECCENTRIC REDUCER

UNION

PRV

RV

CHV

GLV

STRAINER

PRESSURE REDUCING VALVE

RELIEF VALVE

PIPE DROP

PIPE RISER

CHECK VALVE

GLOBE VALVE

GATE VALVE

BALL VALVE

BUTTERFLY VALVE

REFRIGERANT LIQUID PIPINGRLRL

REFRIGERANT SUCTION PIPINGRSRS

M4.1

SECTION TAGSHEET NO.

SECTION NO.

EQUIPMENT TAGEQUIPMENT NO.

EQUIPMENT TYPE

AC

S

M6.1

DETAIL/DIAGRAM

TAGSHEET NUMBER

DETAIL/DIAGRAM NO.

FINISHED FLOOR

FAN SWITCH, MOUNTED 48" ABOVE

HUMIDISTATH

P

SP

SD

ROOM STATIC PRESSURE SENSOR

SENSOR

DUCT MOUNTED STATIC PRESSURE

DUCT MOUNTED SMOKE DETECTOR

FLEXIBLE DUCT

FLEXIBLE DUCT CONNECTOR

FIRE AND SMOKE DAMPER

FIRE DAMPER

MOTORIZED DAMPER

BACKDRAFT DAMPER

ROUND SUPPLY DUCT SECTION

12x12 CD 200f

DIFFUSERS INDICATE NO.

OF ARROWS ON SUPPLY

DIRECTION AND NUMBER

INDICATE AIRFLOW (CFM).

BOTTOM FIGURES

NECK SIZE AND TYPE.

TOP FIGURE INDICATES

GRILLE

CEILING EXHAUST

GRILLE

CEILING RETURN

DIFFUSER

CEILING SUPPLY

RECTANGULAR DUCT SECTION

EXHAUST

RETURN

SUPPLY

24x12 12x12 200f

12x12 200f

12x12 24x12

AREA (ROUND)

BRANCH AREA (RECT) 125% OF BRANCH

TAP ENTRY AREA EQUALS 150% OF

AP AP FDFD

DIFFUSER DROP PLAN AND ELEVATION

REQUIRED

FIRE DAMPER IN DUCT ACCESS PANEL

VD VD

ALL

ROUND

RECT

RECT TO

SINGLE BLADE VOLUME DAMPER

6 6

OPTIONAL

DOWNSTREAM. ELBOW TURNING VANE

AND MINIMUM R=WIDTH OF BRANCH DUCT

BRANCH DUCT SPLIT WITH 6 INCH WIDTH

9 99x99x9 TRANSITION

RECTANGULAR TO ROUND DUCT

WHERE SHOWN OTHERWISE

ROUND TO ROUND DUCT TRANSFORMATION

RECTANGULAR TO RECTANGULAR OR

ATV ATV

12" DEFLECTION

AIR TURN40 - 39

30" DEFLECTION30 - 39

20 - 24

DUCT TURNVANE ANGLE

(ATV=ACOUSTIC TURNING VANES)

TURNING VANES - AIR FOIL TYPE

RECTANGULAR (R/D=1.5)

R/W=1.5 ROUND DUCT SIMILAR TO

DN

UP

DN

UP

INCLINED DROP

WITH RESPECT TO AIR

FLOW 15 NOMINAL

INCLINE WITH RADIUS

TURNS = DEPTH OF DUCT

INCLINED RISE

ROUND DUCT WITH OUTSIDE DIMENSIONS

SHOWN IN INCHES

DUCT WITH INTERNAL ACOUSTICAL

INSULATION. DIMENSIONS SHOWN ARE NET

OUTSIDE INCHES.

12x8L 12x8L

12x8 12x8

RECTANGULAR DUCT WITH NET INSIDE

DIMENSIONS SHOWN IN INCHES. ARROW

INDICATES FLOW DIRECTIONS.

BFV

BV

GV

S

FLOW SWITCHFS

ID INDIRECT DRAINID

PRESSURE GAUGE WITH COCK

TEMPERATURE SENSORTS TS

PETE'S PLUG

FLOW SENSORFS FS

MANUAL VALVE, GENERAL

INCREASER/REDUCER

FLEXIBLE CONNECTOR

M MOTOR

MS MOTOR STARTER

PUMP

TRANSFER GRILLE OR LOUVER

MV

SPACE TEMPERATURE SENSOR

MOUNTED 48" ABOVE FINISHED

FLOOR, UNLESS OTHERWISE NOTED.

SUBSCRIPT DENOTES EQUIPMENT OR

DEVICE CONTROLLED.

XX

12x8E12x8E DUCT EXPOSED IN SPACE.

PIPE SUPPORT

12x12 CR 200f

12x12 CE 200f

OF THROWS AND DIRECTION.

DIFFUSERS WITHOUT ARROWS

REPRESENT 4-WAY THROW.

ROUND RETURN DUCT SECTION

ROUND EXHAUST DUCT SECTION

FLUE DUCT SECTION

(VD IN DROP)

2CO CARBON DIOXIDE SENSOR, SUBSCRIPT

DENOTES EQUIPMENT CONTROLLED

TEST PLUG

PRESSURE AND TEMPERATURE

(DEMOLISH)

EXISTING TO BE REMOVED

MOVEMENT

EXPANSION JOINT 2" MIN.

CONDENSATE DRAINCDCD

1. THE LOCATIONS OF UNDERGROUND UTILITIES AND ON-SITE FACILITY INFORMATION

SHOWN ON THESE PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY.

THE CONTRACTOR IS CAUTIONED THAT ONLY EXCAVATION WILL REVEAL THE TYPES,

SIZES, LOCATION AND DEPTHS OF SUCH UNDERGROUND UTILITIES. CONTRACTOR IS

RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS. CONTRACTOR SHALL VERIFY

ALL RELEVANT EXISTING GRADE ELEVATIONS PRIOR TO BEGINNING WORK. NEW

PAVEMENT AND/OR CONCRETE SHALL MATCH EXISTING. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES

AFFECTED BY THIS PROJECT. POT HOLE AND HAND DIG AS NECESSARY TO

DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES TO REMAIN PRIOR TO

EXCAVATION.

2. THE CONTRACTOR SHALL RELOCATE AND RECONNECT ANY AND ALL EXISTING

UNDERGROUND UTILITIES ENCOUNTERED DURING THE COURSE OF THE WORK AS

REQUIRED TO COMPLETE CONSTRUCTION.

3. THE CONTRACTOR SHALL MAKE ARRANGEMENTS TO SECURE ALL PERMITS AND

INSPECTIONS AS REQUIRED DURING CONSTRUCTION INCLUDING ACCEPTANCE,

TESTS, AND FINAL INSPECTION OF SYSTEMS UPON COMPLETION OF WORK.

4. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES. INSTALLATION OF

PIPING,STRUCTURAL SUPPORTS, ETC. SHALL BE COORDINATED BETWEEN ALL TRADES.

5. ANY DEVIATION FROM DRAWINGS OR SPECIFICATIONS SHALL REQUIRE PROJECT

MANAGER APPROVAL PRIOR TO CONSTRUCTION.

6. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB

SITE CONDITION DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT

INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. SAFE VEHICULAR AND

PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES. THESE REQUIREMENTS

SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL

HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND FURNISH, INSTALL,

AND MAINTAIN TEMPORARY SIGNS, BARRICADES, AND OTHER FACILITIES TO

ADEQUATELY SAFEGUARD THE WORK, FACILITY POPULATION, AND THE GENERAL

PUBLIC.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AS-BUILT DRAWINGS.

DRAWINGS SHALL RECORD APPROVED CHANGES MADE IN ACTUAL CONSTRUCTION

FROM CONTRACT PLANS, AND THE LOCATION AND DEPTH OF ALL UNDERGROUND

WORK.

8. ALL INSULATION AND SEALING PRODUCTS USED IN THE BUILDING SHALL HAVE A

SURFACE BURNING CHARACTERISTIC WITH FLAME SPREAD/SMOKE DEVELOPED

INDEX OF 25/50 MAXIMUM, WHEN TESTED AS COMPOSITE INSTALLATION INCLUDING

INSULATION, TAPES FACING MATERIALS, JACKETS AND ADHESIVES.

9. THE ANNULAR SPACE BETWEEN PIPE SLEEVES AND THE PIPE THROUGH ALL RATED

WALLS AND FLOORS SHALL BE FIRESTOPPED. FIRESTOPPING OF ALL PIPE

PENETRATIONS SHALL COMPLY WITH U.L. REQUIREMENTS. MANUFACTURER

PRE-APPROVED UL PENETRATION FOR PIPE MATERIAL AND SURFACE PENETRATED

SHALL BE USED. FIRESTOPPING SHALL BE 3M, HILTI, JOHN MANVILLE, OR APPROVED

EQUAL. SUPPLY SHOP DRAWINGS.

1. PROVIDE UNIONS OR FLANGES AT ALL CONNECTIONS TO EQUIPMENT, VALVES,

AND OTHER CONNECTIONS WHERE SHOWN.

2. MAKE UP BALL JOINT ASSEMBLIES IN ACCORDANCE WITH THE MANUFACTURER’S

RECOMMENDATIONS. “COLD SPRING” JOINTS BY SETTING TO MINIMUM ANGULAR

TRAVEL (+/- 7.5 DEGREE) TO PERMIT A FULL RANGE OF TRAVEL (15 DEG) DURING

PIPE EXPANSION ON PIPES GREATER THAN 2” DIAMETER. PIPES 2” AND LESS

SHALL PROVIDE A MINIMUM OF 30-DEGREE TOTAL ANGULAR FLEX.

3. INSULATE FITTINGS WITH MITERED SECTIONS OF INSULATION OR WITH

PREFORMED FITTING COVERS FILLED WITH PACKING OF THE SAME TYPE AS THE

MAIN PIPE INSULATION. PROVIDE CALCIUM SILICATE OR SIMILAR HARD

INSULATION ON PIPES 2” DIAMETER OR LARGER, AND GALVANIZED SHIELDS ON

PIPES LESS THAN 2” DIAMETER. COVER ALL PIPING EXPOSED TO THE WEATHER

WITH ALUMINUM JACKETING WITH STAINLESS STEEL SECURING BANDS. SEAL

ALL JOINTS AND ENDS WITH MANUFACTURER RECOMMENDED SEALANT. DIRECT

BURIAL PIPING SHALL BE FACTORY PRE-INSULATED AND WATERPROOFED.

INSULATION RATING SHALL BE THE SAME AS EXPOSED PIPING OR GREATER PER

MANUFACTURER REQUIREMENTS.

4. FLUSH AND TEST ALL PIPING AFTER INSTALLATION. LEAVE ALL JOINTS,

INCLUDING WELDS AND VALVES UNINSULATED AND EXPOSED FOR EXAMINATION

DURING THE TESTS. DO NOT PLACE BACKFILL UNTIL TESTS HAVE BEEN

COMPLETED. WHERE TESTS SHOW MATERIALS OR WORKMANSHIP TO BE

DEFICIENT, REPLACE OR REPAIR AS NECESSARY AND REPEAT THE TESTS UNTIL

THE SPECIFIED STANDARDS ARE ACHIEVED.

IE INVERT ELEVATION

IN, (") INCH

IN² SQUARE INCHES

KEF KITCHEN EXHAUST FAN

KW KILOWATTS

LBS POUNDS

LD LOUVERED DOOR

LDB LEAVING DRY BULB

LOD LIMIT OF DEMOLITION

LRA LOCKED ROTOR AMPS

LVR LOUVER

LWB LEAVING WET BULB

MAU MAKE-UP AIR UNIT

MAV MANUAL AIR VENT

MAX MAXIMUM

MBH THOUSAND BTUs PER HOUR

MCC MOTOR CONTROL CENTER

MD MOTORIZED DAMPER

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

OA OUTSIDE AIR

OAD OUTSIDE AIR DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

PD PRESSURE DROP

PRV PRESSURE REDUCING VALVE/

PRESSURE REGULATING VALVE

PSI (G) (A) POUNDS PER SQUARE INCH (GAUGE) (ABSOLUTE)

RA RETURN AIR

RAD RETURN AIR DAMPER

RPM REVOLUTIONS PER MINUTE

RV RELIEF VENTILATOR

S & R SUPPLY AND RETURN

SA SUPPLY AIR

SAD SEE ARCHITECTURAL DRAWINGS

SEC SECTION

SF SUPPLY FAN

SFM STATE FIRE MARSHAL

SM SHEET METAL

SOV SHUT OFF VALVE

SSTL STAINLESS STEEL

SP STATIC PRESSURE

SPD STATIC PRESSURE DROP

SQ FT SQUARE FEET

SQ IN SQUARE INCHES

STR STRAINER

STRUCT STRUCTURAL

TCP TEMPERATURE CONTROL PANEL

TEMP TEMPERATURE

TFH THERMAL FLUID HEATER

TG TRANSFER GRILLE

TP TOTAL PRESSURE

TSP TOTAL STATIC PRESSURE

TX TOILET EXHAUST

TYP TYPICAL

UBC UNIFORM BUILDING CODE

UCD UNDERCUT DOOR

UFC UNIFORM FIRE CODE

UG UNDER GROUND

UON UNLESS OTHERWISE NOTED

UTR UP THROUGH ROOF

V (VTR) VENT (VENT THROUGH ROOF)

VD VOLUME DAMPER

VLV VALVE

VSD VARIABLE SPEED DRIVE

WALL MTD (R) WALL MOUNTED (RECESSED)

WB WET BULB

WMS WIRE MESH SCREEN

WT WEIGHT

ABC ABOVE CEILING

ABV ABOVE

ACC DR ACCESS DOOR

ACC P ACCESS PANEL

ACU AIR CONDITIONING UNIT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

APD AIR PRESSURE DROP, INCHES WATER COLUMN

AIC AMP INTERRUPTING CURRENT

A AMPERE (AMPS)

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ATV ACOUSTIC TURNING VANE

BD BALANCE DAMPER

BDD BACK DRAFT DAMPER

BHP BRAKE HORSE POWER

BLDG BUILDING

BOD/P BOTTOM OF DUCT/PIPE

BTUH BRITISH THERMAL UNITS PER HOUR

CAP CAPACITY

CBC CALIFORNIA BUILDING CODE

CBV CALIBRATED BALANCE VALVE

CKT CIRCUIT

CD CONDENSATE DRAIN

CEF CEILING EXHAUST FAN

CFH CUBIC FEET OF GAS PER HOUR

CFM,f CUBIC FEET OF AIR FLOW PER MINUTE

CHV CHECK VALVE

CLG CEILING

CLR CLEAR

CMC CALIFORNIA MECHANICAL CODE

CONC CONCRETE

CONN CONNECT/CONNECTION

CONT CONTINUATION

CONTR CONTRACTOR

DPR DAMPER

DIA, Ø DIAMETER

DL DOOR LOUVER

DN DOWN

DTR DOWN THROUGH ROOF

DWG DRAWING

°F DEGREES FAHRENHEIT

FC FLEXIBLE CONNECTION

FD FIRE DAMPER

FIN FINISH

FLA FULL LOAD AMPS

FLR FLOOR

FPM FEET PER MINUTE

FSD FIRE AND SMOKE DAMPER

FT (') FOOT OR FEET

FT² SQUARE FEET

GA GAUGE

GALV GALVANIZED

GI GALVANIZED IRON

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HP HORSE POWER

HTG HEATING

HW HOT WATER

DESCRIPTION DESCRIPTION DESCRIPTION

o o

(E) EXISTING

EA EXHAUST AIR OR EACH

EAD EXHAUST AIR DAMPER

EDB ENTERING DRY BULB

EER ENERGY EFFICIENCY RATING

EF EXHAUST FAN

EL ELEVATION

ELEC ELECTRIC/ELECTRICAL

ENT ENTERING

EQUIP EQUIPMENT

ESP EXTERNAL STATIC PRESSURE

EVAP EVAPORATOR

EW ENTERING WATER

EWB ENTERING WET BULB

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

W/ WITH

(N) NEW

V V VENT

D DRAIND

BC BALANCING VALVE OR COCK

POINT OF CONNECTION

PANELBOARD, FLUSH MOUNTED.

CONDUIT RUN SURFACE MOUNTED

GRD/GND GROUND

V VOLT

VA VOLTAMPERES

PROVIDE AND LOCATE OUTLETS, WIRING AND CONTROLS, AS

INDICATED OR REQUIRED FOR EQUIPMENT FURNISHED UNDER

OTHER SECTIONS OR CONTRACTS PER EQUIPMENT SUPPLIERS

REQUIREMENTS. CONNECT TO ALL EQUIPMENT AND ASSOCIATED

CONTROLS, UNLESS OTHERWISE DIRECTED. VERIFY LOCATIONS,

RATINGS, VOLTAGES, CONTROL WIRING, CONTROL DEVICES TO BE

FURNISHED AND/OR INSTALLED WITH TRADE DRAWINGS AND

SPECIFICATIONS. REFER TO EQUIPMENT OR SYSTEM

SPECIFICATIONS REQUIRING ELECTRICAL WORK TO DETERMINE

SCOPE OF WORK REQUIRED.

DO NOT CUT OR IN ANY WAY MODIFY ANY GIRT, BEAM OR

OTHER STRUCTURAL MEMBER UNLESS SPECIFICALLY

PREAPPROVED IN WRITING BY THE STRUCTURAL ENGINEER.

AN ELECTRICAL PERMIT IS REQUIRED BEFORE THE START OF ANY

ELECTRICAL WORK. CONTRACTOR SHALL OBTAIN PERMIT AND PAY

ALL ASSOCIATED FEES.

ALL ELECTRICAL WORK SHALL BE PERFORMED BY A C-10

LICENSED CONTRACTOR IN THE STATE OF CALIFORNIA.

ALL OUTDOOR ELECTRICAL EQUIPMENT AND ENCLOSURES SHALL

BE NEMA 3R RATED.

6 PROVIDE FIRESTOPPING FOR ALL NEW PENETRATIONS

THROUGH EXISTING WALLS, FLOORS OR CEILINGS. SEE

SHEET ME5.1 FOR DETAILS.

ELECTRICAL GENERAL NOTES:

MLO MAIN LVGS ONLY

CONDUIT TURNED DOWN

CONDUIT TURNED UP

DISCONNECT SWITCH

JUNCTION BOX, 4" SQUAREJ

Capital Expenditure Managers 2750 Gateway Oaks Drive Sacramento, CA 95833

(916) 648-9700

SHEET TITLE

BUILDING

SCALE:

REVISIONS

JOB NO. SHEET

DATE

NO. DATE NO. DATE

AS SHOWN

DESTROY AFTER USE .DWG

CITY PROJECT NO.

D

EP

AR

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3855A3

MECHANICAL /

ELECTRICAL

LEGEND,

ABBREVIATIONS,

SYMBOLS AND

NOTES

ME0.0

ME0.0

City of Lompoc

FY-10-LB-1

dlovell Doug dlovell Typewritten Text 3/31/13

Gerald

UP

RT

H

NO

RT

H

UP

G H I J K

R

R

FAN 1

(E) G

(N) 2" G

LOD

LOD

CAREFULLY REMOVE GAS

FURNACES AND TURN

OVER TO OWNER

CAP DUCTS, TYP

CAP DUCTS, TYP

FROM METER

SEAL CAPPED DUCT WITH FIRE-RATED SEALANT PER SPECIFICATION SECTION 07 90 00.1

SHEET NOTE:

(N) 2" G UP TO ROOF

POC

(N) 1 1/2" G

(E) 1 1/2" G

(E) 1/2" G

(E) 3/4" G

POC

TO METER4

(E) FURNACE, TYP 2

ROUTE (N) 2" G PIPE UP THROUGH (E) VENT INTAKE CHASE TO ROOF. BRACE VERTICAL

PIPING GAS IN CHASE PER SPEC SECTION 23 05 29. SEAL BOTTOM OF CHASE WITH MIN. 20

GA. S.M. SEAL, PER SPEC SECTION 07 90 00.

2 3

DISCONNECT (E) 1 1/2" G FROM GAS METER AND CONNECT (N) 2" G LINE. ABANDON (E)

1 1/2" G UG IN PLACE, ROUTE (N) GAS LINE IN TRENCH PER REQUIREMENTS OF SPEC

SECTION 23 11 23.

(E) GAS METER IS LOCATED APPROXIMATELY 50 FEET EAST OF GRID LINE K. FIELD VERIFY

EXACT LOCATION AND DISTANCE.

DEMOLISH ALL ELECTRICAL COMPONENTS ASSOCIATED WITH MECHANICAL DEVICES BEING

REMOVED BACK TO SOURCE.

FILL ALL ABANDONED SUPPLY & RETURN DUCTS BELOW SLAB WITH CONCRETE SLURRY

GROUT. TOTAL VOLUME OF ABANDONED DUCT IS APPROXIMATELY 81 CU. YARDS OF

SLURRY. CONTRACTOR SHALL INCLUDE A 10% OVERAGE ALLOWANCE TO MEET VOLUME

REQUIREMENTS LISTED ABOVE. SEE EXISTING DUCT LAYOUT DRAWINGS ATTACHED FOR

REFERENCE. (AS-BUILT DRAWINGS M-3 AND M-4)

(E) ELECTRICAL

PANELS

(E) TCP

ALL SUPPLY FLOOR GRILLES TO BE REMOVED AT FLOOR LEVEL OF LIBRARY. REMOVE

(E) FLOOR GRILLE AND REPLACE WITH GALVANIZED SHEET METAL CAP, SEAL AIRTIGHT

WITH FIRE RATED SEALANT PER SPECIFICATION 0790 00. ALL RETURN GRILLES IN

WALLS TO BE REMOVED. OPENINGS TO BE PATCHED WITH SHEET ROCK AND PAINTED

TO MATCH EXISTING. (SEE AS BUILT M-3 FOR LOCATIONS). SUPPLY DUCTS: COMMENCE

FILLING OF THE UNDERGROUND SUPPLY DUCTWORK FROM THE LARGE SIZE DUCTS

LOCATED IN THE BASEMENT. AS EACH SUPPLY GRILL OUTLET FILLS UP WITH SLURRY,

CAP OFF AND SEAL OPENING UNTIL ALL SUPPLY GRILL OUTLETS ARE COMPLETELY

FILLED TO ENSURE ALL VOIDS ARE FILLED. RETURN DUCTS: AT THE BASE OF THE WALL

AT EACH RETURN DUCT RISER CUT OPEN THE WALL FOR ACCESS TO THE RETURN DUCT

AS IT RISES UP THE WALL. CUT THE DUCTWORK AT THE FLOOR LEVEL. COMMENCE

FILLING OF THE UNDERGROUND RETURN DUCTWORK FROM THE LARGE SIZE DUCTS

LOCATED IN THE BASEMENT. AS EACH RETURN OUTLET FILLS UP WITH SLURRY, CAP OFF

AND SEAL OPENING AT THE BASE OF THE WALL UNTIL ALL RETURN OUTLETS ARE

COMPLETELY FILLED TO ENSURE ALL VOIDS ARE FILLED. PATCH AND REPAIR ALL WALL

OPENINGS.

TYP

H I J K

STORAGE

MECHANICAL

STAFF

PASSAGE

WMN MEN

(E) PANEL C

SHEET NOTES:

CONDUIT TO BE ROUTED UP TO ROOF VIA (E) VENT INTAKE.

CONDUIT ROUTING SHOWN FROM (E) PANEL C TO (N) PIPE CHASE IS SCHEMATIC IN NATURE. ELECTRICAL CONTRACTOR TO DETERMINE BEST ROUTE.

PROVIDE A (N) TYPED PANEL SCHEDULE IN PANEL TO INDICATE FINAL CONDITION.

1"C W/ 9#10 + 1#10 GND

Capital Expenditure Managers 2750 Gateway Oaks Drive Sacramento, CA 95833

(916) 648-9700

SHEET TITLE

BUILDING

SCALE:

REVISIONS

JOB NO. SHEET

DATE

NO. DATE NO. DATE

AS SHOWN

DESTROY AFTER USE .DWG

CITY PROJECT NO.

D

EP

AR

TM

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3855A3

BASEMENT

DEMOLITION /

NEW WORK &

ELECTRICAL PLAN

& SCHEDULE

ME2.0

ME2.0

City of Lompoc

FY-10-LB-1

1/8" = 1'-0"ME2.0

1 BASEMENT DEMOLITION PLAN

1/8" = 1'-0"ME2.0

2 BASEMENT PLAN - POWER AND PANEL SCHEDULE

dlovell Typewritten Text 3/31/13 dlovell Doug

H

B C D

E F G

H I J K

22x22L

22x18

22x22L

M SD

22x22L

M

M

M

SD

22x18

22x22L

22x18

HVU-3

S

M M

SD

22x22L

HVU

HVU

HVU

3#10+1#10 GND IN 3/4" CONDUIT

1 1/4" GAS

1 1/4" GAS

2" GAS

2" GAS

1 1/4" GAS

C-25,27,29

C-32,34,36

C-26,28,30

3#10+1#10 GND IN

3/4" CONDUIT

(3) SETS OF 3#10+1#10

GND ALL IN 1" CONDUIT

A2.2

ROOF SCREEN

LAYOUT, SEE

SHEET NOTES:

ROUTE (N) 2" GAS LINE THROUGH PENTHOUSE LOUVER. REMOVE COVER BLADES AS REQUIRED TO

ACCOMMODATE ALL PENETRATIONS.

OA

OA

J

OA

ME5.1 ,TYP

PROVIDE SMOKE DETECTOR ON UNITS AS INDICATED. IN EVENT SMOKE DETECTED HVU UNIT TO

SHUTDOWN. PROVIDE ALL CONDUIT/ WIRING/ RELAYS AS REQUIRED.

FOR PIPE SUPPORTS,

SEE NOTE 3

DUCT SUPPORT,

SEE

SUPPORT GAS PIPE AND ELECTRICAL CONDUIT USING "PIPE PIER" MODEL PP30ELH4 OR APPROVED EQUAL.

PROVIDE SPACING PER SPEC SECTION 23 05 29. PROVIDE PIPE CLAMPS FOR CONNECTION TO SUPPORTS.

2 TYP

Capital Expenditure Managers 2750 Gateway Oaks Drive Sacramento, CA 95833

(916) 648-9700

SHEET TITLE

BUILDING

SCALE:

REVISIONS

JOB NO. SHEET

DATE

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ROOF PLAN -

HVAC /

ELECTRICAL

ME2.2

ME2.2

City of Lompoc

FY-10-LB-1

1/8" = 1'-0"ME2.2

1 ROOF PLAN - HVAC AND ELECTRICAL

dlovell Doug dlovell Typewritten Text 3/31/13

NOTE:

EQUIPMENT CURB AND COMPONENTS SHALL BE DESIGNED BY THE MECHANICAL UNIT MANUFACTURER ENGINEER, WITH CALCULATIONS TO BE REVIEWED AND APPROVED IN THE SHOP DRAWING PROCESS.

UNIT CASING

(E) CONCRETE ROOF DECK

FIELD VERIFY BEFORE CUTTING

CANT STRIP (PRESSURE TREATED WOOD)

SM COUNTERFLASHING

BULB SEAL

PERIMETER FLASHINGPRESSURE TREATED DOUG FIR LEVELING

RAIL MIN 2" HIGH, TOP FLAT/LEVEL

RIGID INSULATION ALL

AROUND

UNIT HOLD

DOWNS. LOCATE PER MFR.

RECOMMENDATIONS.

MIN 16 GA SM PERIMETER

FRAME* WITH PERMANENT

STRUCTURAL CONNECTION TO

EQUIPMENT CURB

SEALING GASKET

#10 TEK SCREWS 4" APART

(WITH ICC REPORT ER-5202 OR

EQUAL), QTY 8 PER SEISMIC

(HOLD DOWN) BRACKET OR

EQUAL WELDS PER MFR'S

SPECIFICATIONS

STEEL CURB*

HOT DIP GALV. HSS, 5x5x1/4"

SECURE CURB TO ROOF WITH HILTI

HIT-RE 500-SD ADHESIVE ANCHORS

1/2"x3 1/2" EMBEDMENT AT 12"

MAX OC WITH GALV THREADED RODS

INTO DRY & CLEAN HOLES PER

MFR'S SPECIFICATIONS

UNIT BASE RAIL

ROOFING UP AND OVER CURB BASE

1) FIELD VERIFY

3/16"2) 3 SIDES

UNIT CFM

NO.

MODEL

"REZNOR"

RPM

ELECTRICAL DATA

AFUEOUTPUT

(MBH)

GAS HEATING

VOLT/PH(%) HP FLA

OPER.

WT.

(LBS.) DIAGRAM

CONTROL

DETAIL

MOUNTING NOTES

(MBH)

INPUTLOCATION

ESP

(IN.

W.G.)

MIN.

O.A.

(CFM)

UNIT MFR & MODEL NO. DESCRIPTION REMARKS

NOTES:

HVU 2

M6.1M5.1

PROVIDE WITH 2"/30% THROWAWAY FILTERS.

PROVIDE WITH MANUFACTURER'S ROOF CURB.

1.

2.

PROVIDE FACTORY MOUNTED MOTOR STARTER.3.

NORTH

ROOF RPB 175 3100 1.0 175.0 140.0 80 460/3 1250 2 3.7 650 1 - 81040

HVU 2

M6.1M5.1

1SOUTH

ROOF RPB 175 2900 1.0 175.0 140.0 80 460/3 1235 2 3.7 6501040

HVU 2

M6.1M5.1

1WEST

ROOF RPB 175 3000 1.0 175.0 140.0 80 460/3 1240 2 3.7 6501075

PROVIDE INTEGRAL CONVENIENCE OUTLET.5.

PROVIDE 50-100% TURNDOWN ELECTRONIC GAS MODULATION.6.

PROVIDE FACTORY DISCONNECT.4.

7. PROVIDE DUCT SMOKE DETECTORS TO COMPLY WITH CMC 609. DETECTORS

SHALL BE SUPPLIED BY DIV 26, MOUNTED BY DIV 23, AND WIRED BY DIV 26.

S-1 TITUS 300RL 3/4" BLADE SPACING STEEL DOUBLE DEFLECTION SUPPLY REGISTER

CR-1 TITUS 50F

BORDER TYPE 1

PERFORATED PANEL WITH 1/2"x 1/2"x 1/ " EGGCRATE CORE, SURFACE

MOUNT GRILLE FOR T-BAR CEILINGS -

NOTES:

1. NOT ALL TAGS SHOWN MAY BE USED. REFER TO PLANS.

2. OPPOSED BLADE DAMPERS ARE NOT REQUIRED AT DIFFUSERS. REGISTERS, OR GRILLES.

3. ALL SUPPLY AIR DIFFUSER SHOWN ARE 4-WAY THROW U.O.N..

4. PROVIDE VOLUME DAMPERS AT EACH BRANCH RUN-OUT TO A SINGLE DIFFUSER, REGISTER, OR GRILLE.

SR-1 TITUS AEROBLADE

272 RS 3/4" BLADE SPACING STEEL DOUBLE DEFLECTION SUPPLY REGISTER

GAS UNIT HEAT/VENT UNIT SCHEDULE

SUPPLY DIFFUSER AND EXHAUST REGISTER SCHEDULE

1 - 8

1 - 8

8. PROVIDE DEMAND - CONTROLLED VENTILATION FOR EACH SYSTEM.

3"

15" WAFFLE

SLAB BEAM

(FIELD VERIFY)

MECH DUCT

P1000 UNISTRUT, TYP UNO

P1026 UNISTRUT

ANGLE W/ 1/2" Ø

BOLTS, TYP.

L2x2x3/8"- 0'-9"

3/16"

(E) RIGID

INSULATION

(E) ROOFING

P2325 EACH SIDE

DUCT SUPPORT FRAMES AT

3'-0" O.C. TO LINEUP WITH (E)

CONC. WAFFLE SALB BEAMS,

TYP (FIELD VERIFY)

TYP

HILTI HIT-RE 500-SD

ADHESIVE ANCHORS

1/2"Ø x3" EMBEDMENT INTO

DRY & CLEAN HOLES

NOTE:

HOT DIP GALVANIZE ALL EXPOSED

STEEL AND FASTENERS.

6"

CL

CL

ROOF CURB

SHEET METAL

DUCT

DUCT, SIZE ON PLANS

CONC WAFFLE BEAM

SECURE CURB TO DECK W/ HILTI HIT-RE

500-SD ADHESIVE ANCHORS 1/2"Øx3"

EMBEDMENT INTO DRY, CLEAN HOLES.

ROOFING UP AND OVER 14

GA. S.M. FLASHING

#10 TEK SCREWS, TYP.

NOTE:

SAW CUT THE (E) 3" ROOF SLAB

WITH CORE DRILL AT 4 CORNERS

FIRST. NO OVER CUT IS ALLOWED.

(27"x27" MAX OPENING)

FIELD VERIFY

2x BLOCKING AS REQUIRED

(PRESSURE TREATED WOOD),

TYP

24"x24" OPENING

CANT STRIP (PRESSURE TREATED WOOD)

CLCL

RIGID INSULATION

1. Floor or Wall Assembly - Reinforced lightweight or normal weight (100-150 pcf) concrete having a min thickness as specified in the table below (Item 3). Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 8 in.

See Concrete Block (CAZT) category in the Fire Resistance Director for names of manufacturers.

2. Metallic Sleeve - (Optional)-Nom 8 in. diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted into wall or floor assembly, flush with floor or wall surfaces.

3. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The annular space shall be as specified in the table below. The following types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe - Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing.

C. Conduit - Nom 6 in. diam (or smaller) rigid galv steel conduit. The F and T rating of the system is dependent upon the diam of the pipe or conduit and annular space between the pipe or conduit and the periphery of the opening as shown in the table below:

System No. C-AJ-1020 (Formerly System No. 165)

F Rating - 2 and 3 HR (See Item 3) T Rating - 0, ¾ and 1 Hr (See Item 3)

L Rating at Ambient - Less than 1 CFM/sq ft L Rating at 400 F - Less than 1 CFM/sq ft

Floor or Wall

Min Floor or Wall Thkns, In.

Max Diam of Steel Pipe or Conduit

Min Annular

Space, In.

Max Annular

Space, In.

Min Fill Mtl

Thkns, In.

Max Fill Mtls

Thkns, In.

F Rating

Hr.

T Rating

Hr.

F 3-3/4 1-1/2 3/8 2-1/8 1 2-3/4 2 0 F 3-3/4 6 3/8 3/4 1 2-3/4 2 0 F 3-3/4 6 3/8 1 2 1-3/4 2 0 F 4-1/2 1-1/2 3/8 2-1/8 1 3-1/2 3 3/4 F 4-1/2 6 3/8 3/4 1 3-1/2 3 0 F 4-1/2 6 3/8 1 2 2-1/2 3 0 W 5-1/2 1-1/2 3/8 2-1/8 1 3-1/2 3 3/4 W 5-1/2 6 3/8 3/4 1 3-1/2 3 0 W 6-1/2 1-1/2 3/8 2-1/8 2 2-1/2 3 1 W 6-1/2 6 3/8 1 2 2-1/2 3 0

4. Forming Material* - Min 4.0 pcf mineral wool batt insulation firmly packed into opening as a permanent form at the min thickness specified in the above table (Item 3). Forming material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material.

USG Interiors Inc. - Type SAF

5. Fill, Void or Cavity Material* - Caulk - Min thickness of fill material as specified in the above table (Item 3) applied within the annulus, flush with top surface of floor or with both surfaces of wall.

USG Interiors Inc. - Type SS

*Bearing the UL Classification Marking

1. Wall Assembly - The 1, 2, 3 or 4 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs - Wall framing may consists of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consists of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC.

B. Wallboard, Gypsum* - Nom ½ or 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 13-1/2 in.

2. Pipe or Conduit - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 12 in. diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. diam (or smaller) Class 50 (or heavier) ductile iron pressure pipe, nom 6 in. diam (or smaller) steel conduit, nom 4 in. diam (or smaller) steel electrical metallic tubing, nom 6 in. diam (or smaller) Type L or (or heavier) copper tubing or nom 1 in. diam (or smaller) flexible steel conduit. When copper pipe is used, max F Rating of firestop system (Item 3) is 2 h.

Steel pipes or conduits larger than nom 4 in. diam may only be used in walls constructed using steel channel studs. A max of one pipe or conduit is permitted in the firestop system.

Pipe or conduit to be installed near center of stud cavity width and to be rigidly supported on both sides of wall assembly.

3. Fill, Void or Cavity Material* - Caulk - Caulk fill material installed to completely fill annular space between pipe or conduit and gypsum wallboard and with a min ¼ in. diam bead of caulk applied to perimeter of pipe or conduit at its egress from the wall. Caulk installed symmetrically on both sides of wall assembly. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, a shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below:

System No. W-L-1001 (Formerly System No. 147)

F Ratings - 1, 2, 3 and 4 HR (See Items 2 and 3) T Rating - 0, 1, 2, 3, and 4 HR (See Item 3) L Rating at Ambient - Less than 1 CFM/sq ft L Rating at 400 F - Less than 1 CFM/sq ft

Max Pipe or Conduit Diam, In. Annular Space, In. F Rating, In. T Rating, In.

1 0 to 3/16 1 or 2 0+, 1 or 2 1 1/4 to 1/2 3 or 4 3 or 4 4 0 to 1-1/2 1 or 2 0 6 1/4 to 1/2 3 or 4 0 12 3/16 to 3/8 1 or 2 0

+When copper pipe is used, T Rating is 0 h.

Minnesota Mining & Mfg. Co. - CP 25WB+ *Bearing the UL Classification Marking

A

A

5 1

A-A

A

A

SECTION A-A

1A

1B

Ref Clg 9' - 6"

(E) HANGING LIGHT FIXTURE

(N) TYPICAL DUCT

1"x16 GA DUCT STRAP TO

ALIGN WITH CENTERLINE

OF CONC JOIST. MAX

SPACING PER SPECS.

(E) CONCRETE ROOF

STRUCTURE

CONCRETE JOIST

(BEYOND)

(E) CONCRETE JOIST

@ ABOUT 3'-0" OC

HILTI LOW-VELOCITY POWER-

DRIVEN FASTENER PER ICC-ESR

1663 INSTALL PER MFR

RECOMMENDATIONS. PINS SHALL

HAVE MIN SHANK DIAMETER OF

0.138" & MIN EMBED OF 1"

Capital Expenditure Managers 2750 Gateway Oaks Drive Sacramento, CA 95833

(916) 648-9700

SHEET TITLE

BUILDING

SCALE:

REVISIONS

JOB NO. SHEET

DATE

NO. DATE NO. DATE

AS SHOWN

DESTROY AFTER USE .DWG

CITY PROJECT NO.

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3855A3

DETAILS &

SCHEDULES -

HVAC /

ELECTRICAL

ME5.1

ME5.1

City of Lompoc

FY-10-LB-1

NTSME5.1

1 HVU MOUNTING DETAIL

NTSME5.1

2 DUCT SUPPORT DETAIL

1" = 1'-0"ME5.1

3 DUCT THRU ROOF DETAIL

NTSME5.1

4 FIREPROOFING DETAIL

1 1/2" = 1'-0"ME5.1

5 HANGING DUCT SUPPORT SECTION

dlovell Typewritten Text 3/31/13 dlovell Doug

1/17/2011

M32077

MECHANICAL CONTRACTOR

NR05-07-5712

Capital Expenditure Managers 2750 Gateway Oaks Drive Sacramento, CA 95833

(916) 648-9700

SHEET TITLE

BUILDING

SCALE:

REVISIONS

JOB NO. SHEET

DATE

NO. DATE NO. DATE

AS SHOWN

DESTROY AFTER USE .DWG

CITY PROJECT NO.

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3855A3

TITLE 24

COMPLIANCE

FORMS

T1.0

T1.0

City of Lompoc

FY-10-LB-1

dlovell Doug dlovell Typewritten Text 3/31/13 dlovell Doug

Anthony

Capital Expenditure Managers 2750 Gateway Oaks Drive Sacramento, CA 95833

(916) 648-9700

SHEET TITLE

BUILDING

SCALE:

REVISIONS

JOB NO. SHEET

DATE

NO. DATE NO. DATE

AS SHOWN

DESTROY AFTER USE .DWG

CITY PROJECT NO.

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3855A3

TITLE 24

COMPLIANCE

FORMS

T1.1

T1.1

City of Lompoc

FY-10-LB-1

dlovell Doug dlovell