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Page 1: MEP Component Anchorage Notes:List of Codes Legend ...BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE
Page 2: MEP Component Anchorage Notes:List of Codes Legend ...BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE
Page 3: MEP Component Anchorage Notes:List of Codes Legend ...BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE

LIST OF CODES AND STANDARDS MODEL CODE EDITIONS EFFECTIVE JANUARY 1, 2017

2016 CA BUILDING CODE

2016 CA ELECTRICAL CODE

2016 CA MECHANICAL CODE

2016 CA PLUMBING CODE

2016 CA FIRE CODE

2016 CA BUILDING ENERGY CODE

2016 CA BUILDING GREEN BUILDING STANDARDS

All mechanical, plumbing and electrical components shall be anchored and installedper the details on the dsa approved construction documents. Where no detail isindicated, the following components shall be anchored or braced to meet the forceand displacements prescribed in the 2016 CBC, sections 1616A.1.18 through 1616A.1.26 and ASCE 7-10 chapter 13, 26 and 30.

1. All permanent equipment and components2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY

ATTACHED (e.g. HARD WIRED) TO THE BUILDING UTILITY SERVICESSUCH AS ELECTRICITY, GAS OR WATER

3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORETHAN 8 HOURS AND HEAVIER THAN 400 POUNDS OR HAS A CENTER OFMASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR ORROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT AREREQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS

THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELYATTACHED TO THE STRUCTURE, BUT THE ATTACHEMENT NEED NOT BE DETAILED ONTHE PLANS. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDEDBETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING AND CONDUIT.

A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE ACENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENTFLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OFDISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARESUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVEDDRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGNPROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEERDELEGATED RESPONSIBILITY AND THE DSA DISTRICT STRUCTURAL ENGINEER. THEPROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVEBEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE

PIPING, DUCTWORK AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACEDTO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-10SECTION 13.3.6.5.6, 13.6.7, 13.6.8 AND 2016 CBC SECTIONS 1616A.1.24, 1616A.1.25 AND 1616A.1.26

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THEIDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING ANDATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (E.G. SMACNA OROSHPD OPM), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALLBE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING ANDBRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORDSHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACELOADS.

MEP Component Anchorage Notes: List of Codes Legend & Abbreviations

Mechanical Scope of Work

1

EF

EQUIPMENT NO.

EQUIPMENT TYPE

SHEET NO.

DETAIL NO.EQUIPMENTTAG M4.01

1TAGDETAIL

CONNECT TO NEW

GALLONS PER MINUTE

ABOVE FINISHED FLOOR

CALIFORNIA MECHANICAL CODE

MFR

GPM

IE

DN

(E)

MANUFACTURER

INVERT ELEVATION

DOWN

EXISTING

CMC

CTN

CLG

AFF

BF

AP

CEILING

BELOW FLOOR

ACCESS PANEL

POINT OF CONNECTION

UNLESS OTHERWISE NOTED

TYP

U.O.N.

SS STAINLESS STEEL

TYPICAL

POC

N.T.S.

NRCC

NOT TO SCALE

FC FLOW CONTROL

RADIUS ELBOW IN DUCT, R=W

VOLUME DAMPER IN DUCT

SQUARE ELBOW IN DUCT WITH TURNING VANES

FIRST FIGURE IS WIDTH, SECOND FIGURE IS DEPTHRECTANGULAR DUCT WITH NET INSIDE DIMENSION SHOWN,

ROUND DUCT WITH NET INSIDE DIMENSIONS SHOWN

SHOWN, FIRST FIGURE IS WIDTH, SECOND FIGURE IS DEPTH

24 x 12

24 x 12

24 x 12

24 x 12

12"Ø

WR

12"Ø

E.S.P. EXTERNAL STATIC PRESSURE

EQUIPMENT TO BE REMOVED

WORK SHALL COMPLY WITH STATE & LOCAL CODES1

PROVIDE LABOR, MATERIALS, TOOLS, APPURTENANCES & EQUIPMENT REQUIRED TO FURNISH & INSTALLCOMPLETE & OPERATIONAL MECHANICAL SYSTEMS SHOWN

2

DUCTWORK & PIPING SHALL BE SEISMICALLY BRACED & SUPPORTED PER CBC CHAPTER 16A, SEE MEPANCHORAGE NOTES

3

INSTALLATION INSTRUCTIONS FOR LISTED EQUIPMENT SHALL BE MADE AVAILABLE TO INSPECTOR OF RECORD ATTIME OF INSPECTION

4

PROVIDE CUTTING & PATCHING AS REQUIRED FOR INSTALLATION OF NEW WORK. PATCHING SHALL MATCHADJACENT FINISH, COLOR & MATERIAL TO SATISFACTION OF SCHOOL DISTRICT

5

6 CONTRACTOR TO FIELD VERIFY LOCATION OF ALL MECHANICAL UTILITY POINTS OF CONNECTION & REQUIREMENTSPRIOR TO STARTING CONSTRUCTION

7 PROVIDE UL LISTED FIRESTOP SYSTEMS FOR ALL DUCTWORK & PIPING PENETRATIONS THROUGH RATED FLOORS,WALLS AND ROOF

8 "REMOVE" INDICATES REMOVAL OF FIXTURES INCLUDING ASSOCIATED DUCTWORK, PIPING, HANGERS,INSULATION, WIRING, SUPPORTS, ETC. REMOVE BRANCH PIPING BACK TO WITHIN 6" OF ACTIVE MAIN & CAP ORCONNECT TO NEW WORK

9 REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RATED WALL, FLOOR AND CEILING ASSEMBLIES

DF DUCT FURNACE

DSA DIVISION OF THE STATE ARCHITECT

MEOR MECHANICAL ENGINEER OF RECORD

(N) NEW

NCRA NON-RESIDENTIAL CERTIFICATE

OF ACCEPTANCE

NON-RESIDENTIAL CERTIFICATE

OF COMPLIANCE

CONNECT TO EXISTING ( )CTE

DH DUCT HEATER

General Notes

10 CONTRACTOR SHALL STOP WORK AND ALERT THE GENERAL CONTRACTOR IMMEDIATELY IF ANY WORK UNDERTHIS SECTION DISRUPTS ASBESTOS AND/OR LEAD-CONTAINING MATERIALS. REFER TO SECTION "HAZARDOUSMATERIAL CONDITIONS" FOR LOCATIONS OF HAZARDOUS MATERIALS AT THE SITE.

SHEET NUMBER SHEET TITLE

M0.0 MECHANICAL LEGEND & ABBREVAITIONS

M1.0 MECHANICAL SCHEDULES AND DETAILS

Mechanical Drawing Index

Remove rooftop heating and ventilating units, ductwork, piping andsupports.Install new rooftop heating and ventilating units, ductwork, piping andsupports. New equipment of similar size, capacity and weight as existing.

11 CONTRACTOR SHALL PROVIDE SCALED SHOP DRAWINGS OF ROOFTOP DUCTWORK FOR REVIEW PRIOR TOINSTALLATION.

M2.0 MECHANICAL ROOF DEMOLITION PLAN

M2.1 MECHANICAL ROOF PLAN

DUCTWORK MATERIAL : STEEL DUCTS: GALVANIZED SHEET STEEL, LOCK-FORMING QUALITY.SEALANT: UL LISTED, NON-HARDENING, WATER-RESISTANT, FIRE-RESISTIVE, USED ALONE ORWITH TAPE.

DUCTWORK CONSTRUCTION: FABRICATE AND SUPPORT IN ACCORDANCE WITH SMACNA HVACDUCT CONSTRUCTION STANDARDS. CONSTRUCT T'S, BENDS AND ELBOWS WITH RADIUS OF1-1/2 TIMES WIDTH OF DUCT ON CENTER LINE. INCREASE DUCT SIZES GRADUALLY, NOTEXCEEDING 30 DEGREES DIVERGENCE AND 45 DEGREE CONVERGENCE. RECTANGULAR DUCTLONGITUDINAL SEAMS SHALL BE PITTSBURGH LOCK. TRANSVERSE JOINTS SHALL BE DRIVE SLIPSEALED WITH CANVAS AND ADHESIVE, OR DUCTMATE . DUCT AND PLENUM JOINTS AND FIELDFORMED SEAMS SHALL BE SEALED FOR AIR AND WATER TIGHTNESS. TAPE SHALL BE OF 6 OZ.CANVAS SATURATED WITH ARABOL OR DUCTMATE ENVIROSEAL UL181 DUCT SEALANT WITHOUTTAPE. TAPE OR SEALANT SHALL BE EXTENDED A MINIMUM OF ONE INCH BEYOND JOINT OR SEAMOPENINGS. SEAL DUCTWORK ACCORDING TO SMACNA TABLE 1-2, SEAL CLASS B. DUCT SIZESSHOWN ARE CLEAR INTERNAL DIMENSIONS. PITCH TOP OF RECTANGULAR DUCT SO THATWATER DOES NOT POND.

DUCTWORK LINER: OWENS CORNING QUIET-R ROTARY DUCT LINER, R-8 RIGID, RESIN BONDEDFIBROUS GLASS BLANKETS OR BOARD WITH FLAME RETARDANT VEIL FACED AIRSTREAMSURFACE, COMPLY WITH ASTM C916 AND ADHERE DUCT LINER TO SHEET METAL WITH 90%COVERAGE OF ADHESIVE, SECURE DUCT LINER WITH METAL FASTENERS, EITHER WELD-SECUREDOR IMPACT DRIVEN, SPACING PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS FORVELOCITY LESS THAN 2500 FT/MIN.

GAS PIPING MATERIAL: SCHEDULE 40 GALVANIZED STEEL PIPE, ANSI B125.2 WITH 150 PSIGALVANIZED MALLEABLE IRON THREADED FITTINGS ANSI B16.3; VALVES: APOLLO MODEL94A BRASS, 2-PIECE, FULL PORT BALL VALVE WITH CSA, UL AND FM APPROVALS

MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICALDISTRIBUTION SYSTEMS (E):

MP MD PP E OPTION 1: DETAILED ON THE APPROVED DRAWINGSWITH PROJECT SPECIFIC NOTES AND DETAILS

MP MD PP E OPTION 2: SHALL COMPLY WITH THE APPLICABLEOSHPD PRE-APPROVAL (OPM#) ___________________

MP MD PP E OPTION 3: SHALL COMPLY WITH THE SMACNA SEISMICRESTRAINT MANUAL, OSHPD EDITION (2009),INCLUDING ANY ADDENDA. FASTENERS AND OTHERATTACHMENTS NOT SPECIFICALLY IDENTIFIED IN THESMACNA SEISMIC RESTRAINT MANUAL OSHPD EDITION,ARE DETAILED ON THE APPROVED DRAWINGS WITHPROJECT SPECIFIC NOTES AND DETAILS. THE DETAILSSHALL ACCOUNT FOR THE APPLICABLE SEISMICHAZARD LEVEL ______ AND CONNECTION LEVEL _____FOR THE PROJECT CONDITIONS

AND GENERAL NOTES

M0.1and Notes

LegendMechanical

1/8"=1'

168N 4

Santa CruzHigh School

Roof Mechanical

Santa Cruz High School415 Walnut AvenueSanta Cruz, CA 95060

MARK EDWARDBARTOSC-24138

LI C

E N S E D A R C H I T ECT

REN . 0 3 - 3 1 - 1 9

ST AT E O F CA L I FORNI A

133 Mission StreetSuite 100Santa Cruz, CA 95069

Santa Cruz CitySchools

Bid Set 5/1/2019

Unit Replacement

BA 17-008.12

Page 4: MEP Component Anchorage Notes:List of Codes Legend ...BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE

TAG MFR MODEL

HEATING AND VENTILATING UNIT SCHEDULE

T.S.P.CFM VOLTS PHASE HP REMARKS(LBS)WEIGHT

1RPBL-400 8,650 1.6" 3 7.5 1160208

NOTES:

1 MOUNT NEW H&V UNIT ON EXISTING ROOF PLATFORM, PROVIDE NEW 16" HIGH ROOF CURB, NEW DISCONNECT,FILTER RACK WITH 2" DISPOSABLE MERV 8 PLEATED MEDIA FILTERS

ELECTRICAL DATASERVICE

REZNORHV-1

SUPPLY

2 PROVIDE DUCT MOUNTED SMOKE DETECTOR IN SUPPLY DUCT WIRED TO SHUT DOWN UNIT UPON ACTIVATIONPER 2016 CMC 608.0 AUTOMATIC SHUTOFFS

2

IRON STRAP; BOLTSTRAP TO STRUT

12"

2" WIDE x 1/8" THICKHOT-DIPPED GALV.

(E) ROOF

DUCTWORK

COOPER B-LINE MODEL DB_DS DUCT SUPPORT SYSTEM, OR APPROVED EQUAL

DURA-BLOKBASE (TYP.)

RISER CHANNEL(SH STYLE)1-5/8"x1-5/8"12 GA. ELECTRO-PLATED STEEL(TYP.)

PIPE CLAMP (TYP.)

NON-INSULATED PIPE (TYP.)

INSULATED PIPE (TYP.)

(E) ROOFCOOPER B-LINE MODEL DB PIPE SUPPORT SYSTEM, OR APPROVED EQUAL

DURA-BLOKBASE (TYP.)

WIDTH AS REQ'D

EXISTING H&V UNIT SCHEDULE

TAG MFR MODEL HP VOLTS PH. WEIGHTINPUT (MBH)HEATING

HV-1 STERLING QVPV250 32085 2900 LBS.250

OUTPUT (MBH)HEATING

200

REMARKS

HV-2 32085 2900 LBS.200 160

HV-3 32087.5 2900 LBS.350 280

HV-4 32087.5 2900 LBS.350 280

3

(MBH)HEATING INPUT

400

(MBH)HEATING OUTPUT

320

4

PROVIDE NEW WALL MOUNTED PROGRAMMABLE THERMOSTAT AND CO2 SENSOR WITH LOCKING PROTECTIVECOVER, MOUNT WITH TOP OF BOX AT +48" ABOVE FLOOR, LOCATION IN GYM PER ARCHITECT

HV-2

GYMHV-3 N-W

3

GYMHV-4 S-W

REMOVE AND REPLACE

REMOVE AND REPLACE

REMOVE AND REPLACE

REMOVE AND REPLACE

PROVIDE DEMAND CONTROL VENTILATION (DCV) CONTROLS PER 2016 TITLE 24 SECTION 120.1.4: DCV SHALLMAINTAIN CO2 CONCENTRATION LESS THAN OR EQUAL TO 600 PPM PLUS THE OSA CO2 CONCENTRATION(ASSUMED TO BE 400 PPM). WHEN THE SYSTEM IS OPERATING DURING REGULAR SCHOOL HOURS, THECONTROLS SHALL MAINTAIN MINIMUM OSA AIR QUANTITY (PER THIS SCHEDULE), IF THE CO2 CONCENTRATION INTHE ROOM EXCEEDS 1000 PPM, THEN THE CONTROLS SHALL MODULATE OPEN THE OUTSIDE AIR DAMPER ANDMODULATE CLOSED THE RETURN AIR DAMPER UNTIL THE CO2 CONCENTRATION FALLS BELOW 1000 PPM.

DETAIL - PIPE SUPPORT ON ROOF

DETAIL - RECTANGULAR DUCT SUPPORT ON ROOF

DETAIL - HEATING AND VENTILATING UNIT MOUNTING ON (E) ROOF PLATFORM

CANFAB PART NO.6000-CBHC UNITHOLD DOWN

SEAL ROOF WATER TIGHT ALL AROUND

AROUND AT (E) PLATFORM(E) CANT STRIP - ALL

HEATING AND VENTILATING UNIT

ATTACH TO UNITWITH (8) #10 x 1/2"TEK SCREWS

MINIMUM 1 ON EACH SHORT SIDE & MIN. 2 ON LONG SIDE

ATTACH ROOF CURB TO (E) ROOFPLATFORM WITH 3/8"Ø LAG BOLTS

NTS 3

NTS 2

NTS 1

GYMN-E

GYMS-E RPBL-400 8,650 1.6" 3 7.5 1160208REZNOR 400 320

RPBL-400 11,010 2.2" 3 15 1310208REZNOR 400 320

RPBL-400 11,010 2.2" 3 15 1310208REZNOR 400 320

4

1 2 3 4

1 2 3 4

1 2 3 4

STERLING QVPV200

STERLING QVPV350

STERLING QVPV350

(E) ROOF PLATFORM

PLAN DIMENSIONS

6'-2" x 12'-2"

6'-2" x 12'-2"

8'-0" x 12'-2"

8'-0" x 12'-2"

(TYP.)

16" HIGH ROOF CURBSIZED TO FIT H&V UNIT

FLASH & COUNTER FLASH, SEAL AT ROOF CURB

CFM

660

MIN.

660

830

830

OSA

M0.2and DetailsSchedules

Mechanical

1/8"=1'

168N 4

Santa CruzHigh School

Roof Mechanical

Santa Cruz High School415 Walnut AvenueSanta Cruz, CA 95060

MARK EDWARDBARTOSC-24138

LI C

E N S E D A R C H I T ECT

REN . 0 3 - 3 1 - 1 9

ST AT E O F CA L I FORNI A

133 Mission StreetSuite 100Santa Cruz, CA 95069

Santa Cruz CitySchools

Bid Set 5/1/2019

Unit Replacement

BA 17-008.12

Page 5: MEP Component Anchorage Notes:List of Codes Legend ...BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE

1HV1

GG

GG

GG

GG

1HV3

1HV2

1HV4

4 4444

4 4444

44

2 2 2

2 2 2

2

2

2

23

3

3

5

5

5

5

Remove H&V unit on roof platform1

SHEET NOTES:

Remove ductwork on roof, including roof supports2

Remove gas piping on roof, including roof supports and valves3

Duct down through roof to remain, connect to new work4

Relief air ventilator to remain5

Prior to the start of construction, read and record the air flow at each diffuser and grille, and ateach H&V unit, including outside air quantity. Provide type written report to Owner perSpecifications Section 23 05 93.

1

GENERAL NOTES:

M2.0Roof Plan

DemolitionMechanical

Mechanical Demolition Roof PlanSCALE: 1/8"=1'-0" 1

1/8"=1'

168N 4

Santa CruzHigh School

Roof Mechanical

Santa Cruz High School415 Walnut AvenueSanta Cruz, CA 95060

MARK EDWARDBARTOSC-24138

LI C

E N S E D A R C H I T ECT

REN . 0 3 - 3 1 - 1 9

ST AT E O F CA L I FORNI A

133 Mission StreetSuite 100Santa Cruz, CA 95069

Santa Cruz CitySchools

Bid Set 5/1/2019

Unit Replacement

BA 17-008.12

Page 6: MEP Component Anchorage Notes:List of Codes Legend ...BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE

1HV1

GG

GG

GG

GG

1HV3

1HV21

HV4

36"x14" 36"x22" 36"x14"

36"x14" 36"x22" 36"x14" 36"x22" 36"x16"

36"x22" 36"x16"

OSA

OSA

OSAOSA

4

4

4

4

3

33

3

2 2 2 2 2

2 2 2 2 2

5

5

5

5

6

7 7

77

Flexible duct connector (typ.)

48"x22"

16"x22"32"x22"

48"x22"

16"x22"32"x22"

8

8

8

8

(E) Roof platform, see arch. dwgs

(E) Roof platform, see arch. dwgs

(E) Roof platform, see arch. dwgs

(E) Roof platform, see arch. dwgs

Install new H&V unit on corner of the existing roof curb, see detail 3/M0.2 and arch. dwgs; eitherconnect to existing electrical power or provide new electrical power, as required; connect to newgas piping, provide UL listed flexible gas connector listed for outdoor installation

1

SHEET NOTES:

Connect to existing 32"Ø supply duct down to gym below; provide manual volume damper; sealair and water tight

2

Connect to existing 84"x18" return air duct up from gym; provide motorized damper with 120 vpower; seal air and water tight

3

Existing relief air ventilator to remain4

Gas shut off valve, UL Listed for gas service; Apollo model 94A5

At the conclusion of construction, read, adjust, balance and record the air flow at each diffuserand grille, and at each H&V unit, including outside air quantity. Provide type written report toOwner per Specifications Section 23 05 93.

1

GENERAL NOTES:

Galvanized gas piping on roof, support per detail 1/M0.2; same size as existing piping6

Internally insulated ductwork on roof, support per detail 2/M0.2; clear inside dimensions noted7

52"x18" Outside air intake with motorized damper with 120 v power, 45 degree intake with galv.birdscreen over opening; balance to minimum cfm shown in schedule

8

M2.1Roof Plan

Mechanical

Mechanical Roof PlanSCALE: 1/8"=1'-0" 1

1/8"=1'

168N 4

Santa CruzHigh School

Roof Mechanical

Santa Cruz High School415 Walnut AvenueSanta Cruz, CA 95060

MARK EDWARDBARTOSC-24138

LI C

E N S E D A R C H I T ECT

REN . 0 3 - 3 1 - 1 9

ST AT E OF CA L I FORN I A

133 Mission StreetSuite 100Santa Cruz, CA 95069

Santa Cruz CitySchools

Bid Set 5/1/2019

Unit Replacement

BA 17-008.12