Authorization to Advertise Construction Bid for the Replacement of Heating, Ventilation, and Air Conditioning Rooftop Units 11 and 13 at City Hall

Agenda Item A.7

CPMS CONSENT CALENDAR
Meeting Date: September 16, 2025
TO: Mayor and Councilmembers
SUBMITTED BY: Matthew R. Fore, General Services Director SUBJECT: Authorization to Advertise Construction Bid for the Replacement of Heating, Ventilation, and Air Conditioning Rooftop Units 11 and 13 at City Hall
RECOMMENDATION:

Authorize Staff to advertise a notice inviting construction bids for the Replacement of Heating, Ventilation, and Air Conditioning Rooftop Units 11 and 13 at City Hall.

BACKGROUND:

City Hall is equipped with a comprehensive heating, ventilation, and air conditioning (HVAC) system, which is comprised of multiple heating and air conditioning units. In May of 2024, Beyond Air, Inc. (Beyond Air), the City’s contract HVAC maintenance vendor, noted that two units, Rooftop Units (RTUs) 11 and 13, were failing and in need of replacement.

On May 21, 2024, City Council authorized the City Manager to e xecute Agreement No. 2024-046 (Agreement) with RRM Design Group (RRM). The purpose of the Agreement is to assist the City to design several improvements to City Hall, including: 1) workspaces; 2) replacement of mechanical and life safety systems; and 3) Americans with Disabilities Act improvements, including installation of an elevator. As part of the Agreement, RRM further evaluated the condition of the units. In February 2025, 3C, a mechanical engineering subcontractor to RRM, verified and confirmed the findings and recommendations of Beyond Air, and thus recommended that the City replace the subject RTUs.

DISCUSSION:

RRM and its subcontractor 3C have developed plans and specifications to replace the RTUs. The plans are in final review by the City Building Division and issuance of a building permit is imminent. Staff is therefore requesting Council authorization to issue a Notice Inviting Construction Bids for the replacement of RTUs 11 and 13. The issued permit plan set is included as Attachment 1.
1 Meeting Date: September 16, 2025

Page 2 of 2 ends

Staff will return to Council in the future (est. Fall of 2025) to request that Council formally approve the project plans and specifications that are part of the bid documents and to adopt findings pursuant to the California Environmental Quality Act.

GOLETA STRATEGIC PLAN:

City-Wide Initiative: 5. Strengthen Infrastructure
Strategic Goal: 5.4 Protect and maintain our City-owned facilities and critical operational assets.

FISCAL IMPACTS:

There are no fiscal impacts associated with this Council item. Once bids are received, Staff will return to Council with a request to appropriate funds from the Facility and Equipment Reserve to cover the cost of this construction work.

LEGAL REVIEW BY: Isaac Rosen, City Attorney
APPROVED BY: Robert Nisbet, City Manager
ATTACHMENT:

1. Plan Set for the Replacement of Rooftop Units 11 & 13 at City Hall 2 ATTACHMENT 1
Plan Set for the Replacement of Rooftop Units 11 & 13 at City Hall 3 PROJECT SITE
HOLLISTER AVE.

LOS CARNEROS RD.

LOS CARNEROS W
AY
CREM
ONA DR.
1 NORTH ARROW
LEVEL

DESIGNATION

GRID REFERENCE

SECTION REFERENCE

VIEW SHEET LOCATION

REFERENCE SHEET LOCATION

VIEW NUMBER

VIEW TITLE
LEVEL

ELEVATION

BUILDING LEVELS

DETAIL REFERENCE
Name
0' - 0"
A101
1 SIM
A101
1 SIM

BUILDING ELEVATION
A101
1 SIM
A101
1 2
3 4

INTERIOR ELEVATIONS

ROOM TAG

DOOR TAG

WINDOW TAG

STOREFRONT TAG

WALL TAG

CENTERLINEREVISION TAG
S
01 101
View Name
SCALE: 1/8" = 1'-0"A-101 A-202
20 0
?P1

MATERIAL TAG
Room name
RM #

GENERAL NOTES
USE OF PLANS: THESE PLANS ARE THE PROPERTY OF RRM AND MAY NOT BE USED WITHOUT THE EXPRESS, WRITTEN CONSENT.

THESE NOTES APPLY TO ALL PORTIONS, PHASES AND SUBCONTRACTORS OF THIS PROJECT.

APPLICABLE CODES ARE STANDARDS:
• 2022 CALIFORNIA BUILDING CODE AND ITS APPENDICES AND STANDARDS. • 2022 CALIFORNIA PLUMBING CODE AND ITS APPENDICES AND STANDARDS. • 2022 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES AND STANDARDS.
• 2022 CALIFORNIA FIRE CODE AND ITS APPENDICES AND STANDARDS. • 2022 CALIFORNIA ELECTORAL CODE AND ITS APPENDICES AND STANDARDS.
• 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. • 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE AND ITS APPENDICES AND STANDARDS.
• CURRENT CITY OF GOLETA MUNICIPAL CODE.

1. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT AND COMPATIBILITY WITH EXISTING SITE CONDITIONS. ANY

DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE

THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE

WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO, HE/SHE SHALL BE PRECEDING AT HIS/HER OWN RISK.

2. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ALL DIMENSIONS ARE ROUGH AND TO THE FACE OF FRAMING.

3. CONTRACTOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESE DOCUMENTS INCLUDING ALL CONTRACT REQUIREMENTS.

4. CONTRACTOR TO REVIEW CALIFORNIA GREEN BUILDING CODE
REQUIREMENTS FOR CONTRACTOR REQUIREMENTS.

5. TEMPORARY FACILITIES: CONTRACTOR SHALL PAY FOR, PROVIDE AND

MAINTAIN TEMPORARY FACILITIES FOR PROJECT PROTECTION AND

CONSTRUCTION, AND AS REQUIRED BY LOCAL REGULATION AND THESE DOCUMENTS. SUCH FACILITIES INCLUDE, BUT ARE NOT LIMITED TO: TOILETS,

LIGHTS, HEATERS, POWER, GAS FANS, WATER, PHONES, FENCES, SIGNS, SHEDS, ETC. REMOVE FROM SITE UPON COMPLETION OF WORK. OBTAIN

BUILDING OFFICIAL OR FIRE MARTIAL APPROVAL PRIOR TO USE OF ANY TEMPORARY HEATING DEVICE.

6. CONTRACTOR SHALL PROVIDE FOR PROTECTION AND SAFETY: RESPONSIBLE

FOR ALL ITEMS (SIGNS, LIGHTS, FENCES, BRACING, ANCHOR-AGE, FIRE- EXTINGUISHERS, ETC.) NECESSARY FOR THE PROTECTION OF THE PUBLIC,

WORKERS, MATERIALS, CONSTRUCTION AND PROPERTY PER LOCAL, STATE,

AND FEDERAL REQUIREMENTS (INCLUDING EARTHQUAKES, FIRES, SPILLS, ACCIDENTS, EROSION, MUD, DUST ETC.).

7. A SEPARATE OFFICER, ACCESS EASEMENT/AGREEMENT, AND/OR RECIPROCAL

ACCESS EASEMENT/AGREEMENT MAY BE REQUIRED TO ENSURE THAT THE

PROPOSED PRIVATE ACCESS ROADWAY WILL REMAIN OPEN TO THROUGH TRAFFIC AND EMERGENCY VEHICLES PRIOR TO FINAL OF BUILDING PERMIT.

8. SHOP WELDS MUST BE PERFORMED BY A LICENSED FABRICATOR'S SHOP.

9. OSHA PERMITS REQUIRED FOR VERTICAL CUTS 5' OR GREATER.

C 3 9 6 2 3
09-30-25

RENEWAL DATE
A

TCETIHCRADESNECIL
S
TAT

E OF CALIFORNI
CAMERON M. WIRE
rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISION DATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

Autodesk Docs://X1806-03-PS24-Goleta City Hall TI/1806-06_Goleta_City_Hall_HVAC REPLACEMENT.rvt 8/25/2025 2:14:17 PM
PLAN CHECK RESPONSE 1

TITLE SHEET

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117
1806-03-PS24
G-001
AUGUST 25, 2025
CD
CW CW

GOLETA CITY HALL

HVAC UNIT REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117

PROJECT DIRECTORY PROJECT INFORMATION

PROJECT SCOPE

1. REMOVAL OF TWO (2) EXISTING HVAC ROOFTOP HVAC UNITS,

DEMOLITION OF SUPPORT CURBS, AND PARTIAL DEMOLITION OF
DUCTWORK.

2. INSTALLATION OF TWO (2) NEW ROOFTOP HVAC UNITS AND

CONSTRUCTION OF NEW SUPPORT CURBS, LIMITED ROOFING AND
FLASHING, AND NEW DUCTWORK.

3. CONSTRUCTION OF NEW STRUCTURAL FRAMING AND CONNECTIONS.

4. ALL OTHER WORK INDICATED IN THE CONTRACT DOCUMENTS.

GENERAL
G-001 TITLE SHEET

ARCHITECTURAL
A-101 OVERALL PLANS
A-111 SECOND FLOOR PARTIAL RCP
A-121 PARTIAL ROOF PLANS - DEMO & NEW

STRUCTURAL
S-101 SHEET INDEX, ABBREVIATIONS & SYMBOLS
S-102 GENERAL NOTES
S-201 ROOF FRAMING PLAN
S-301 ROOF FRAMING DETAILS

MECHANICAL
M-000 GENERAL
M-001 SCHEDULES & DETAILS
M-121 PARTIAL ROOF PLANS

ENERGY COMPLIANCE
EC-000 ENERGY COMPLIANCE DOCUMENTATION

ELECTRICAL
E-001 GENERAL NOTES. LEGEND, AND ABBREVIATIONS
E-011 SINGLE LINE DIAGRAM
E-101 ELECTRICAL ROOF PLAN
E-201 ELECTRICAL FIRST FLOOR PLAN
E-202 ELECTRICAL SECOND FLOOR PLAN
SHEET COUNT: 17

SHEET INDEX
OCCUPANCY:

CONSTRUCTION TYPE:

FIRE SPRINKLERED:

BUILDING HEIGHT:

NUMBER OF STORIES:

BUILDING AREA:

DESCRIPTION
V-B
NO
29' - 0"
2 37,803 SF

VICINITY MAP

A/C AIR CONDITIONING

ABV ABOVE

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

AFCI ARC FAULT CIRCUIT INTERRUPTER

AFF ABOVE FINISH FLOOR

AL ALUMINUM

ALT ALTERNATE

ARCH ARCHITECT(URAL)

BD BOARD

BDRM BEDROOM

BET BETWEEN

BIT BITUMINOUS

BLDG BUILDNG

BLKG BLOCKING

BLW BELOW

BM BEAM

BOT BOTTOM

BUR BUILT UP ROOF

CB CATCH BASIN

CBC CALIFORNIA BUILDING CODE

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CPT CARPET

CT CERAMIC TILE

CTR CENTER

DBL DOUBLE

DF DRINKING FOUNTAIN

DIA DIAMETER, DIAPHRAGM

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWN SPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING
(E) EXISTING
E EAST

EA EACH

EJ EXPANSION JOINT
EL,
ELEV

ELEVATION

ELEC ELECTRIC

ENCL ENCLOSURE

EQ EQUAL

EQUIP EQUIPMENT

EXH EXHAUST

EXP EXPANSION

EXT EXTERIOR

FACP FIRE ALARM CONTROL PANEL

FAU FORCED AIR UNIT

FAWP FLUID APPLIED WATERPROOFING

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FLUOR FLOURESCENT

FND FOUNDATION

FO FACE OF

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOIC FURNISHED BY OWNER INSTALLED BY

CONTRACTOR

SYMBOLS

ABBREVIATIONS

FOM FACE OF MASONRY

FOS FACE OF STUD

FRP FIBERGLASS REINFORCED PANELS

FT FOOT OR FEET

FTG FOOTING

GA GAUGE, GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GT GROUT

GWB GYPSUM BOARD

GYP GYPSUM

HB HOSE BIBB

HC HOLLOW CORE

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HVAC HEATING, VENTILATION, A/C

ID INSIDE DIAMETER

IIC IMPACT INSULATION CLASS

IN INCH

INCAND INCANDESCENT

INSUL INSULATION, INSULATED

INT INTERIOR

JC JANITORS CLOSET

JT JOINT

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LEED LEADERSHIP IN ENERGY AND

ENVIRONMENTAL DESIGN

LF LINEAR FEET

LIN LINEN CLOSET

LINO LINOLEUM

LT(G) LIGHT(ING)

LVL LAMINATED VENEER LUMBER

LVT LUXURY VINYL TILE

LW LIGHTWEIGHT

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MEMB MEMBRANE

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE
O.P. OVERFLOW PIPE

OC ON CENTER

OD OVERFLOW DRAIN

OFF OFFICE

OH OPPOSITE HAND

OPG OPENING

OPP OPPOSITE
(P) PROPOSED

PERM PERIMETER

PERP PERPENDICULAR

PG PAINT GRADE

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PP POWER POLE

PR PAIR

PRTN PARTITION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT PRESSURE TREATED

PTD PAINTED

PV PHOTO VOLTAIC

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QTY QUANTITY

R RADIUS, RISER

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REINF REINFORCED

REQD REQUIRED

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT (MECH)

S SOUTH

SAFB SOUND ATTENUATION FIBER BATT

SAWP SELF ADHEREING WATERPROOFING

SC SCUPPER/SOLID CORE

SCHED SCHEDULE

SEAL SEALANT

SECT SECTION

SF SQUARE FOOT

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SM SHEET METAL

SPEC SPECIFICATION

SQ SQURE

SS SOLID SURFACE

SSTL STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

T TREAD

T&G TONGUE & GROOVE

TB TACKBOARD

TEL TELEPHONE

TEMP TEMPERED

TER TERRAZZO

THK THICK

THR THRESHOLD

TJI TRUSS JOIST I-JOIST

TO TOP OF

TOS TOP OF SLAB

TOW TOP OF WALL

TRANS TRANSFORMER

TV TELEVISION

TYP TYPICAL

UFAS UNIFORM FEDERAL ACCESSIBILITY

STANDARDS

UG UNDERGROUND

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UV ULTRAVIOLET

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT TERMINATION PIPE

VWC VINYL WALL COVERING
W WEST

W/ WITH

W/D WASHER DRYER

W/O WITHOUT

WC WATERCLOSET

WD WOOD

WDW WINDOW

WH WATER HEATER

WI WROUGHT IRON

WIN WINDOW

WP WATERPROOF(ING)

WR WEATHER RESISTIVE

WRB WATER RESISTIVE BARRIER

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD
ADDRESS:

CONTACT:

EMAIL:

CITY OF GOLETA
130 CREMONA DRIVE, SUITE B
GOLETA CA 93117
P:(805) 690-5128
OWNER

PATRICK ZUROSKE
[email protected]
ADDRESS:

CONTACT:

EMAIL:

RRM DESIGN GROUP
3765 S. HIGUERA ST. #102
SAN LUIS OBISPO, CA 93401
P:(805) 543-1794

ARCHITECT

CHARLES DELLINGER
[email protected]
ADDRESS:

CONTACT:

EMAIL:

RRM DESIGN GROUP
3765 S. HIGUERA ST. 102
SAN LUIS OBISPO, CA 93401
P:(805) 543-1794

STRUCTURAL

ENGINEER

MICHAEL DOREMUS
[email protected]
ADDRESS:

CONTACT:

EMAIL:
3C ENGINEERING
1500 PALM STREET
SAN LUIS OBISPO, CA 93401
P:(805) 540-3363

MECHANICAL

ENGINEER

DENVER STANGER
[email protected]
ADDRESS:

CONTACT:

EMAIL:

THOMA ELECTRIC, INC.
3562 EMPLEO STREET, SUITE C
SAN LUIS OBISPO, CA 93401
P:(805) 543-3850

ELECTRICAL

ENGINEER

CHRIS JOSE
[email protected]

DEFFERED SUBMITTALS

SEPARATE SUBMITTALS

1. FIRE ALARM SYSTEM

1. NONE.

SUPPORTING DOCUMENTS
PREPARED BY:

DATE PREPARED:

JOB NUMBER:

RRM DESIGN GROUP

STRUCTURAL CALCULATIONS
JULY 15, 2025
1806-03-PS24
1 1
1 1
1 PREPARED BY:

DATE PREPARED:

JOB NUMBER:
3C ENGINEERING

ENERGY COMPLIANCE
MAY 9, 2025
1806-03-PS24 1
1 PLAN CHECK RESPONSE 1 08/25/25
4 PF
REF.

REF.

PF
REF.

A-121
2 ROOF ACCESS
A-111
1 STAIR
STAIR
STAIR
STAIR
STAIR

MAIN ENTRY /
STAIR

ROOF ACCESS
STAIR
STAIR

MAIN ENTRY /
STAIR

AREA OF WORK, SEE STRUCTURAL, MECHANICAL AND
ELECTRICAL DRAWINGS.

C 3 9 6 2 3
09-30-25

RENEWAL DATE
A

TCETIHCRADESNECIL
S
TAT

E OF CALIFORNI
CAMERON M. WIRE
rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISION DATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

Autodesk Docs://X1806-03-PS24-Goleta City Hall TI/1806-06_Goleta_City_Hall_HVAC REPLACEMENT.rvt 8/22/2025 12:15:00 PM
PLAN CHECK RESPONSE 1

OVERALL PLANS

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117
1806-03-PS24
A-101
AUGUST 22, 2025
CD
CW CW
SCALE: 1/16" = 1'-0"A-101
ROOF PLAN3
SCALE: 1/16" = 1'-0"A-101
SECOND FLOOR REFLECTED CEILING PLAN4
SCALE: 1/16" = 1'-0"A-101
GROUND FLOOR PLAN (FOR REFERENCE ONLY)1
SCALE: 1/16" = 1'-0"A-101
SECOND FLOOR PLAN2
LEGEND
1 1 Plan Check Response 1 08/22/25
PLAN CHECK RESPONSE 1
08/25/25
AUGUST 25, 2025
5 STAIR
TYP.
02 40 13.A5
TYP.
02 40 13.A2
TYP.
02 40 13.A3
02 41 19.A1
02 41 19.A1
NOTE:

THE INSTALLATION OF THE NEW GLU-LAM BEAM ON THE SECOND FLOOR MAY REQUIRE SPECIAL MEANS AND METHODS DUE TO LIMITED ACCESS. CONTRACTORS SHALL

ACCOUNT FOR ALL NECESSARY EQUIPMENT, LABOR, AND COORDINATION EFFORTS NECESSARY TO TRANSPORT AND INSTALL THE BEAM IN ITS FINAL LOCATION. THIS MAY

INCLUDE EXPLORATION OF ALTERNATIVE ACCESS ROUTES AND/OR PARTIAL DISASSEMBLY OF EXISTING ELEMENTS. CONTRACTORS SHALL COORDINATE THIS PROCESS WITH THE CITY OF GOLETA.

EXISTING GYPSUM BOARD CEILING

EXISTING ACOUSTICAL TILE CEILING

AREA OF WORK, SEE STRUCTURAL, MECHANICAL AND
ELECTRICAL DRAWINGS.

GENERAL LOCATION OF MECHANICAL UNIT ABOVE
C 3 9 6 2 3
09-30-25

RENEWAL DATE
A

TCETIHCRADESNECIL
S
TAT

E OF CALIFORNI
CAMERON M. WIRE
rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISION DATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

Autodesk Docs://X1806-03-PS24-Goleta City Hall TI/1806-06_Goleta_City_Hall_HVAC REPLACEMENT.rvt 8/22/2025 12:15:00 PM
PLAN CHECK RESPONSE 1

SECOND FLOOR PARTIAL RCP

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117
1806-03-PS24
A-111
AUGUST 22, 2025
CD
CW CW

1. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

2. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION.

3. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION.

RCP GENERAL NOTES
02 40 13.A2 EXISTING LIGHT FIXTURE
02 40 13.A3 EXISTING MECHANICAL REGISTER
02 40 13.A5 EXISTING SKYLIGHT
02 41 19.A1 REMOVE AND PROTECT EXISTING CEILING GRID SYSTEM AND TILES, LIGHT FIXTURES, REGISTERS AND OTHER COMPONENTS.

REPAIR OR REPLACE ANY DAMAGED CEILING COMPONENTS OR
FIXTURES.

LEGEND
SCALE: 1/4" = 1'-0"A-101 A-111
SECOND FLOOR PARTIAL REFLECTED CEILING PLAN1

KEYNOTES
1 1 Plan Check Response 1 08/22/25
PLAN CHECK RESPONSE 1
08/25/25
AUGUST 25, 2025
6 AREA OF WORK, SEE STRUCTURAL, MECHANICAL AND
ELECTRICAL DRAWINGS.
23 00 00.A1
23 00 00.A1
07 53 00.A1
07 62 00.A2
07 53 00.A1
07 62 00.A2
23 00 00.A2
23 00 00.A2
02 40 13.A6
TYP.
02 40 13.A9
TYP.
02 40 13.A7
02 40 13.A8
02 41 19.A2
TYP.
02 40 13.A5
02 41 19.A2
TYP.
02 40 13.A10
02 41 19.A3
02 41 19.A3
TYP.
02 40 13.A11
C 3 9 6 2 3
09-30-25

RENEWAL DATE
A

TCETIHCRADESNECIL
S
TAT

E OF CALIFORNI
CAMERON M. WIRE
rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISION DATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

Autodesk Docs://X1806-03-PS24-Goleta City Hall TI/1806-06_Goleta_City_Hall_HVAC REPLACEMENT.rvt 8/22/2025 12:15:01 PM
PLAN CHECK RESPONSE 1

PARTIAL ROOF PLANS - DEMO &
NEW

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117
1806-03-PS24
A-121
AUGUST 22, 2025
CD
CW CW

1. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

2. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION.

3. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION.

4. ALL ROOFING MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

5. ROOF COVERINGS AND UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH (2022 CBC 1507.1), AND MANUFACTURER'S INSTALLATION INSTRUCTIONS.

6. ALL WORK ON THE ROOF, INCLUDING PENETRATIONS FOR MECHANICAL

AND/OR PLUMBING, SHALL BE PATCHED AND REPARIED WITH A MATCHING ROOF ASSEMBLY TO EXISTING. WORK SHALL ADHERE TO THE

REQUIREMENTS OF THE WARRANTY OF THE EXISTING ROOF SYSTEM TO MAINTAIN THE EXISTING WARRANTY.

7. CONTRACTOR TO COORDINATE WITH EXISTING ROOF MANUFACTURER TO

SCHEDULE INSPECTIONS THAT MAY BE REQUIRED TO MAINTAIN THE EXISTING ROOF WARRANTY.

ROOF PLAN GENERAL NOTES
LEGEND
02 40 13.A5 EXISTING SKYLIGHT
02 40 13.A6 EXISTING ROOF ACCESS LADDER
02 40 13.A7 EXISTING ROOF SCREEN
02 40 13.A8 EXISTING ACCESS GATE
02 40 13.A9 EXISTING ROOF WALKING PADS
02 40 13.A10 EXISTING MECHANICAL UNIT TO REMAIN
02 40 13.A11 EXISTING MEMBRANE ROOFING
02 41 19.A2 REMOVE EXISTING MECHANICAL UNIT
02 41 19.A3 REMOVE EXISTING MECHANICAL UNIT SUPPORT CURBS 07 53 00.A1 SINGLE-PLY MEMBRANE ROOFING
07 62 00.A2 ALUMINUM FLASHING
23 00 00.A1 NEW MECHANICAL UNIT, SEE MECHANICAL DRAWINGS. 23 00 00.A2 NEW MECHANICAL UNIT SUPPORT CURBS, SEE MECHANICAL DRAWINGS.

KEYNOTES
SCALE: 1/4" = 1'-0"A-101 A-121
PARTIAL ROOF PLAN - NEW2
SCALE: 1/4" = 1'-0"A-121
PARTIAL ROOF PLAN - DEMO1
1 1 Plan Check Response 1 08/22/25
PLAN CHECK RESPONSE 1
08/25/25
AUGUST 25, 2025
7 DETAIL REFERENCE BUBBLE WITH LEADER

DRAG STRUT CONNECTION

MOMENT CONNECTION

WIDE FLANGE STEEL COLUMN

NUMBER OF EVENLY SPACED

STEEL HSS TUBE COLUMN

WELDED WIRE FABRIC

ELEVATION OF WALL OR FRAME

SLOPED SURFACE

INDICATES SAND OR GROUT

INDICATES GRAVEL

EARTH LAYER

NORTH ARROW
SLOPE

FULL HEIGHT SECTION INDICATOR

DETAIL REFERENCE BUBBLE

BEAM CAMBER AT MID-SPAN

SPECIAL STUD SPACING SEE TYPICAL

DOUBLE ANGLE BRACE

STEEL IN CROSS SECTION

INDICATES BEARING CMU WALL BELOW

INDICATES BEARING CMU WALL ABOVE

INDICATES NON-BEARING CMU WALL BELOW

INDICATES NON-BEARING CMU WALL ABOVE

INDICATES EXISTING BEARING CMU WALL

INDICATES BEARING CONCRETE WALL BELOW

INDICATES EXISTING NON-BEARING CMU WALL

INDICATES NON-BEARING CONCRETE WALL BELOW

INDICATES BEARING CONCRETE WALL ABOVE

INDICATES NON-BEARING CONCRETE WALL ABOVE

INDICATES EXISTING NON-BEARING CONCRETE WALL

SHEET INDEX SYMBOLS

FULL HEIGHT STIFFENER CONNECTION

STEPPED FOOTING

TOP/BOTTOM OF ELEVATIONS
TOP OF STEEL ± ELEVATION

MEMBER SPLICE

STEEL HSS OR PIPE COLUMN

INDICATES FOOTING TYPE PER SCHEDULE
(WWF LAYER)
STEPPED SURFACE; FLOOR DEPRESSION

ANGLE BRACE

SHEAR STUDS

STEEL DETAILS
C1
S-101SHEET INDEX, ABBREVIATIONS & SYMBOLS
S-102GENERAL NOTES
S-201ROOF FRAMING PLAN
S-301ROOF FRAMING DETAILS

INDICATES BEARING WOOD WALL BELOW

INDICATES BEARING WOOD WALL ABOVE

INDICATES PLYWOOD SIDE FOR SHEARWALL

INDICATES NON-BEARING WOOD WALL BELOW

INDICATES NON-BEARING WOOD WALL ABOVE

INDICATES EXISTING BEARING WOOD WALL

INDICATES EXISTING NON-BEARING WOOD WALL

INDICATES EXISTING BEARING CONCRETE WALL
-
S-
BOT OF
EL = (-X'-X")

BOTTOM STEPPED FOOTING

WOOD POST
X
XX'-X"

INDICATES SHEAR WALL TYPE AND LENGTH, PER SHEAR WALL SCHEDULE INDICATES HEADER @ OPENING PER HEADER SCHEDULE

INDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)

INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENERXX

INDICATES BEARING WALL

SHADED AREA INDICATES CALIFORNIA FRAMING

SHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVE

INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOISTXX

INDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENT

INDICATES TOP PLATE SPLICE NAILING PER SCHEDULE

INDICATES PAD FOOTING TYPE PER SCHEDULE
1xINDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULE

WALL TYPES

ABBREVIATIONS
F1
X
KSI

FOOTING
HEIGHT

INCLUDE

INFORMATION
INCL
INFO
JST
INSP
INT
JOINT
JOIST
KIPS
ID
I-JST
IN
IF
HT
INCH

GRADE BEAM

HORIZONTAL
GROUND

HIGH POINT
H or HORIZ
HP
GB
GRND

FACE OF MASONARY
FOOT; FEET
FOM
FJ

ELEVATOR

EDGE NAIL

EMBEDMENT

EXISTING

EXTERIOR

EACH WAY

EQUAL OR EQUIVALENT
EXIST or (E)
FDN
EW
ELEV
ES
EQUIP
EQ

STRUCTURAL STEEL SHAPES

WT, ST, MT
MC

AMERICAN STD CHANNEL SHAPE

MISC CHANNEL SHAPE
THRU
THK
T & G
T & B
TOC
TO
TB
STRUCT
STIFF
STL
SW

THREADED
TEMPERATURE; TEMPORARY

STIFFENERS
STEEL

STANDARD

AMERICAN WOOD PRESERVERS ASSOCIATION
CONSTRUCTION JOINT; CONTROL JOINT

COMPLETE JOINT PENETRATION WELD

DIAPHRAGM

DRAWING

DIAMETER
DOWEL

EACH FACE

ELEVATION
EF
EL
DWL
EACH
DIM
DIAG

CONTRACTOR

CONSTRUCTION

CUBIC FOOT

PENNY (NAIL OR BAR DIA)
CONNECTION; CONNECT

CONCRETE
DBL
CU FT
d
DETAIL
CONSTR
CONTR
CJP
CONT
CONN
CONC

BEARING

CENTER OF GRAVITY

CENTER TO CENTER

CANTILEVER
CAMBER

COMPRESSION
COLUMN

CONCRETE MASONRY UNIT
CLR
COMP
CMU
CJ
CL
BTWN

BLOCKING
BN
BM
BLOCK
BLDG
ASTM
AITC
SPECS
SN
SPCG
SHTG
SEP
PSI
PVMT
#
PSL

SHEATHING
SHEET

SECTION

PARTIAL JOINT PENETRATION WELD
REINFORCE; REINFORCING

PARALLEL STRAND LUMBER

PAVEMENT

REFERENCE

REQUIRED

PLATE WASHER

PREFABRICATED

PLYWOOD

ORIGINAL
OD
PI
L
PC
OPP
NO or #
OC
MIN
(N)
MFR

PONDS PER LINEAL FOOT

PROPERTY LINE

PERPENDICULAR
ADDL

APPROXIMATE
ARCHITECTURAL; ARCHITECT

ADJACENT
ARCH
APA
AESS
ALUM
ALT
ADJ

ANCHOR BOLT

AMERICAN CONCRETE INSTITUTE
AB

LINEAL FOOT

POUND(S)

LOW POINT

LEVEL OR LAMINATED VENEER LUMBER

MACHINE BOLT

MASONRY

MATERIAL
LINEAL; LINEAR

LONG SLOTTED HOLES

LONG LEG VERTICAL
LF
LT WT
MAS
MAX
MATL
LVL
LLV
LLH

AMERICAN PLYWOOD ASSOCIATION)

KIPS PER SQUARE INCH
FTG

HORIZONTALLY SLOTTED HOLESHSH

INSIDE DIAMETER

INSIDE FACE

I-JOIST

INSPECTION

INTERIOR
JT
K

GALVANIZED
HANGER

GLUED LAMINATED BEAM
HGR
GR
GLB
GALV
GA
GRADE
GAUGE

FACE OF CONCRETE

FIELD NAIL
FLANGE

FLOOR JOIST

FRAMING

FACE OF WALL

FACE OF STUD
FT
FRMG
FOW
FOS
FN
FOC
FLG
FLR
FIN
FLOOR
FINISH

ENGINEER

EACH SIDE

EQUIPMENT

FOUNDATION
EXT
ENGR
EN
EMBED

TYPICAL TYP
PIPE-X

PIPE-XX
HSS
C
PIPE
L
W
WWF
WD
WP
W/O
W/
UNO
VSH
VERT
UT

DBL EXTRA STRONG PIPE SHAPE

EXTRA STRONG PIPE SHAPE

HOLLOW STRUCTURAL SECTION

STANDARD PIPE SHAPE

STRUCT TEE SHAPE

ANGLE SHAPE

W SHAPE

WELDED WIRE FABRIC
WORK POINT; WATERPROOF
WOOD

WITHOUT
WITH

VERTICAL SLOTTED HOLES

ULTRA-SONIC TEST

UNLESS NOTED OTHERWISE

VERTICAL
TOP or T
THR
TOW
TOS
TOF
TEMP
STIRR
SYM
SS
SSL
STGR
STD
SQ

TOP OF STEEL/TOP OF SLAB
TOP OF CURB; TOP OF CONCRETE

THICKNESS/THICK

THROUGH

TOP OF WALL
TOP

TOP OF FOOTING

TONGUE & GROOVE

TOP AND BOTTOM
TOP OF

TIE BEAM

SYMMETRICAL

SHEAR WALL

STRUCTURAL

STIRRUP

SHORT SLOTTED HOLES

STAINLESS STEEL

STAGGER
SQUARE
AWPA

AMERICAN SOCIETY FOR TESTING MATERIALS

AMERICAN INSTITUTE OF TIMBER CONSTRUCTION

DOUGLAS FIR/LARCHDF

DIMENSION

DIAGONAL

ELECTRICAL

EXPANSION JOINT
DWG
ELEC
EJ
EA
DIAPH
DNDOWN
CENTER

DEPARTMENT
DOUBLE
COUNTERSINK; COUNTERSUNK
CONTINUE; CONTINUOUS
CTR
DEPT
DET
CTSK

BETWEEN
CLEARANCE; CLEAR

CENTER LINE

CAST-IN-PLACE
COL
CIP
BRG

CAM OR C
CANT
CG
CC

BUILDING

BOUNDARY NAIL
BOTTOM

AMERICAN WELDING SOCIETY
BLK

BOT OR B
BRC
BLKG
BRACE
BEAM
AWS
SOG
SIM
SCHED
RF
Ø
SHT
SECT
REINF
REF
REQD
PREFAB
PLY
PT
PW
PSF
PJP
PROP

SPECIFICATIONS

SLAB ON GRADE

SHEAR NAIL

SPACING

SIMILAR
ROUND; DIAMETER
ROOF

SEPARATION

SCHEDULE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT
POUND; NUMBER

PRESSURE TREATED

PROPERTY

MECHANICAL
NEW
NORTH

ON CENTER

NOT TO SCALE
NUMBER

OPENING

OPPOSITE

OUTSIDE FACE

ORIENTED STRAND BOARD

OPPOSITE HAND
MINIMUM; MINUTE

OUTSIDE DIAMETER

MISCELLANEOUS

MANUFACTURER

PARA OR //
PLF
PL
PLCS
P OR PL.

PERP
OPNG
OSB
ORIG
OH
OF
NTS
MECH
MISC
N

PLYWOOD INDEX
PRECAST; PIECE
PLATE
PLACES

PARALLEL

ARCHITECTURAL EXPOSED STRUCTURAL STEEL

AMERICAN NATIONAL STANDARDS INSTITUTE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ADDITIONAL
ANCHOR

ALTERNATE

ALUMINUM

APPROVED

ENGINEERED WOOD ASSOCIATION (FORMERLY THE
ANCH
APPROX
APPVD
ANSI
AISC
ACI

LIGHTWEIGHT

MAXIMUM

LONG LEG HORIZONTAL
MB
LP
LSH
LIN
LB(S) OR #
DIA OR Ø

LAMINATED STRAND LUMBERLSL

ABOVE AND BELOWA & B

RRROOF RAFTER

POST ABOVE PA

FLOOR TIE ABOVEFTA

KING POST KP

WOWHERE OCCURS

ABOVE ABV

KING STUD KS

TSTRIMMER STUD

DODO OVER

HEADER HDR

BELBELOW

SHEET INDEX,

ABBREVIATIONS & SYMBOLS
S-101
PLAN CHECK RESPONSE 1
N:\1800\1806-03-PS24-Goleta-City-Hall-TI\Structural\ConDocs\Sheet-Files\_GoletaHall-TI\1806-03-PS24 -S101.dwg, S101, Aug 25, 2025 10:51am, CPressler

PROJECT MANAGER

DRAWN BY

PROJECT NUMBER

CHECKED BY
SHEET
AUGUST 22, 2025
1806-03-PS24
DATE
NO.REVISIONDATE

CONSULTANT

GOLETA CITY HALL
130 CREMONA DRIVE, GOLETA CA 93117
RRM DESIGN GROUP COPYRIGHT 2024.

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
AGENCY
1PLAN CHECK
RESPONSE 108/22/25
C. PRESSLER
M. DOREMUS
M. DOREMUS
08/25/25
AUGUST 25, 2025
8 GENERAL NOTES
S-102
PLAN CHECK RESPONSE 1
N:\1800\1806-03-PS24-Goleta-City-Hall-TI\Structural\ConDocs\Sheet-Files\_GoletaHall-TI\1806-03-PS24 -S102.dwg, S102, Aug 25, 2025 10:51am, CPressler

PROJECT MANAGER

DRAWN BY

PROJECT NUMBER

CHECKED BY
SHEET
AUGUST 22, 2025
1806-03-PS24
DATE
NO.REVISIONDATE

CONSULTANT

GOLETA CITY HALL
130 CREMONA DRIVE, GOLETA CA 93117
RRM DESIGN GROUP COPYRIGHT 2024.

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND STANDARDS:

A. 2022 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2022 EDITION AND LATEST REVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.

B. ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).

C. CODES & STANDARDS REFERENCED IN THE CODE OR LISTED IN THESE NOTES AND SPECIFICATIONS.

2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK

PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE

CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.

3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALED FROM THE DRAWINGS.

5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESS

NOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGS
C. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS,

SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN E. FLOOR AND ROOF FINISHES
F. MISCELLANEOUS DRAINAGE AND WATERPROOFING
G. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEEL H. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS

6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:

A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED.

B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.

C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.

D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS.

7. SEE CIVIL DRAWINGS FOR THE FOLLOWING:

A. HEIGHT AND/OR ELEVATION OF:
a. FINISHED SURFACE
b. TOP OF WALL
c. TOP OF GRADE
d. FINISHED GRADE
e. SLOPE
B. SITE CONCRETE WALKWAYS, CURBS & PAVING

8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THE

CONTRACTOR IS RESPONSIBLE FOR PROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS,

INCLUDING ALL ENGINEERING OF SUCH SYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTING

STRUCTURAL ELEMENTS AS REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE

INSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION SAFETY.

9. BACKFILL SHALL NOT BE PLACED BEHIND EXTERIOR AND INTERIOR RETAINING WALLS UNTIL THE CONCRETE / CMU HAS ACHIEVED FULL DESIGN STRENGTH. FOR BRACED WALLS SUPPORTED BY STRUCTURAL DIAPHRAGMS.

BACKFILL SHALL NOT BE PLACED BEHIND THE WALL UNTIL THE DIAPHRAGM HAS BEEN INSTALLED , AND FOR CONCRETE DIAPHRAGMS, HAS ACHIEVED FULL DESIGN STRENGTH.

10. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTOR

SHALL MAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP, SHORTENING, ETC..

11. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.

12. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODE OR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD.

13. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH

STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.

14. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.

15. CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FOR POCKETS, BLOCKOUTS, OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING.

SHORING IS NOT THE RESPONSIBILITY OF THE SEOR. CONTRACTOR TO SUBMIT ANY SHORING DESIGN AND DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.

16. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.

A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.

B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.

17.EDGE OF SLAB DIMENSIONS TO BE COORDINATED AND VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO FABRICATION.

18.THE CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR THE ENGINEER OF RECORD TO THOROUGHLY REVIEW SUBMITTAL PACKAGES (10 WORKING DAYS, MINIMUM) AND REQUESTS FOR INFORMATION (7 WORKING DAYS MINIMUM).

GENERAL

1.DIMENSIONS SHALL BE DEFINED TO INCLUDE BOTH HORIZONTAL DIMENSIONS AND VERTICAL DIMENSIONS (ELEVATIONS).

2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. DRAWINGS SHALL NOT BE SCALED.

3. SEE ARCHITECTURAL DRAWINGS FOR DIMENSION NOT NOTED ON STRUCTURAL DRAWINGS.

4. SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS.

5. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND/OR ROOF ELEVATIONS.

6. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.

DIMENSIONS

1. DEAD LOADS:

2. FLOOR LIVE LOADS: (2022 CBC SECTION 1603.1.1)

3. ROOF LIVE LOADS (2022 CBC SECTION 1603.1.2)

4. ROOF SNOW LOADS (2022 CBC SECTION 1603.1.3):

5. WIND DESIGN DATA (2022 CBC SECTION 1603.1.4) :

6. EARTHQUAKE DESIGN DATA (2022 CBC SECTION 1603.1.5):

7. GEOTECHNICAL INFORMATION (2022 CBC SECTION 1603.1.6):

REFER TO FOUNDATION GENERAL NOTES

SITE AND OCCUPANCY PARAMETERS

PARAMETERVALUEREFERENCE
RISK CATEGORY II2022 CBC TABLE 1604.5
SEISMIC IMPORTANCE FACTOR I = 1.0ASCE 7-16 TABLE 1.5-2 MAPPED SPECTRAL RESPONSE ACCELERATIONS:

S S = 2.322
2022 CBC 1613.2.1
S 1 = 0.818
SITE CLASSD (DEFAULT)2022 CBC 1613.2.2
SPECTRAL RESPONSE COEFFICIENTS:

S DS = 1.858
2022 CBC 1613.2.4
S D1 = 0.927

COMPONENTS & CLADDING WIND PRESSURES (PSF)

LOCATION

COMPONENT TRIBUTARY AREA (SQ FT)
10100500
ROOF
ZONE 1'-19.4-19.4-16.0
ZONE 1-33.8-26.6-21.2
ZONE 2-44.5-35.6-28.4
ZONE 3-60.7-41.9-28.4
ALL ZONES16.016.016.0

OVERHANG
ZONE 1'-33.8-32.0-21.2
ZONE 1-33.8-32.0-21.2
ZONE 2-44.5-32.0-23.0
ZONE 3-60.7-39.2-23.0
WALL
ZONE 4-23.0-19.9-17.6
ZONE 5-28.4-22.1-17.6
POSITIVE21.217.616.0

DEAD LOADS

LOCATIONSUNIFORM (PSF)
ROOF:BUILT UP ROOF OVER SAWN LUMBER
W/ ACOUSTICAL TILE CEILING17
FLOOR:CARPET OVER GYPCRETE OVER TJI
JOISTS24
EXTERIOR BEARING WALLS:10" CONCRETE WALL106
EXTERIOR BEARING WALLS:PLASTER/STUCCO EXTERIOR WALL21
INTERIOR NON BEARING WALLS: NON-BEARING PARTITION WALL9

ROOF LIVE LOADS

OCCUPANCY OR USEUNIFORM
(PSF)
CONC.
(LBS)REFERENCE
ROOF

ORDINARY FLAT, PITCHED AND CURVED ROOFS (THAT

ARE NOT OCCUPIABLE)
20___2022 CBC TABLE
1607.1

SNOW DESIGN DATA

PARAMETERVALUEREFERENCE
GROUND SNOW LOADPg = 0 PSFASCE 7-16 7.2

WIND DESIGN DATA

PARAMETERVALUEREFERENCE
ULTIMATE DESIGN WIND SPEED (3-SEC GUST)VULT = 92 MPH2022 CBC FIG. 1609.3 NOMINAL DESIGN WIND SPEED (3-SEC GUST)VASD = 72 MPH2022 CBC 1609.3.1 EXPOSURE CATEGORYC2022 CBC 1609.4.3
INTERNAL PRESSURE COEFFICIENT:GCpi = ± 0.18ASCE 7-16 TABLE 26.13-1

DESIGN INFORMATION

FLOOR LIVE LOADS

OCCUPANCY OR USEUNIFORM
(PSF)
CONC.
(LBS)REFERENCE
OFFICES50___2022 CBC TABLE 1607.1

1. GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING:

A. DESIGN LATERAL SOIL LOADS ARE IN ACCORDANCE WITH 2022 CBC TABLE 1610.1 B. ALLOWABLE FOUNDATION BEARING AND LATERAL PRESSURES ARE IN ACCORDANCE WITH 2022 CBC TABLE 1806.2
C. VALUES LISTED SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER

2. SPREAD OR CONTINUOUS FOOTINGS:

NOTES:

A. THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES.

B. THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCE AND PASSIVE RESISTANCE .

C. THE UPPER 0 FOOT OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHEN CALCULATING PASSIVE RESISTANCE.

D. COMPACTED FILL SHOULD BE PREPARED AS FOLLOWS: A MIN OF 12" OF COMPACTED FILL SHALL BE PROVIDED, COMPACTED TO A MIN OF 90 PERCENT MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557 (2022 CBC 1804.6)
E. MAY BE DOUBLED FOR ISOLATED POLES PER 2022 CBC 1806.3.4

4. WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALL

CRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION

PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.

5. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER AND/OR SEEPAGE.

6. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE AND REINFORCING.

7. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.

8. EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS.

9. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY

COMPACTED IN LAYERS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT AND APPROVED BY THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TO

SUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER REPRESENTATIVE PER SECTION 1705.6 OF THE CODE.

10. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS.

11. PIPES WITHIN THE ZONE OF INFLUENCE OF BUILDING OR SITE ELEMENT FOUNDATIONS SHALL BE ENCASED IN LEAN CONCRETE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER OF RECORD.

ELEMENTALLOWABLE BEARING

CAPACITY (PSF) A

ALLOWABLE LATERAL RESISTANCE B

PASSIVE RESISTANCE
(PSF/FT BELOW

GRADE) E

COHESION (PSF)
CONT FOOTING1,500100120

FOUNDATION

EXISTING CONDITIONS

1. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.

2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FOR NEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.

EXISTING UNDERGROUND UTILITIES

1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.

3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.

A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.

B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.

DEMOLITION

1. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A WAY AS NOT TO DAMAGE EXISTING ELEMENTS, WHICH ARE TO REMAIN IN THE FINISHED STRUCTURE.

2. ALL ELEMENTS OF THE STRUCTURE, WHICH ARE TO REMAIN, AND WHICH ARE DAMAGED DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDITIONAL COST. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE, IN ORDER TO MITIGATE DAMAGE.

3. CONTRACTOR IS REPONSIBLE FOR REMOVAL AND REPLACEMENT OF ALL EXISTING ELEMENTS THAT ARE NECESSARY FOR THE INSTALLATION OF ALL NEW WORK.

4. WHERE EXISTING PARTITION WALLS ARE TO BE DEMOLISHED, CONTRACTOR SHALL VERIFY WALLS ARE NON-BEARING PRIOR TO DEMOLITION. IF WALLS ARE FOUND TO BE BEARING, CONTRACTOR SHALL NOTIFY

ARCHITECT IMMEDIATELY

1. FRAMING LUMBER SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHERE OTHERWISE NOTED:

2. FLOOR JOISTS SHALL BE GRADE STAMPED “S-DRY” WHICH INDICATES A MOISTURE CONTENT NOT EXCEEDING 19 PERCENT.

3. ALL SOLE PLATES AND TOP PLATES SHALL BE GRADE STAMPED “KD” WHICH INDICATES KILN DRIED WITH A MOISTURE CONTENT NOT EXCEEDING 15 PERCENT AT BUILDINGS WITH 4 OR MORE STORIES.

4. STUD WALLS SHOWN ON PLANS ARE NONBEARING PARTITIONS WALLS, BEARING WALLS OR SHEAR WALLS BELOW THE FRAMING LEVEL, UNLESS NOTED OTHERWISE. STUDS SHALL BE SIZE AND SPACING AS NOTED IN THE DRAWINGS, SEE PLANS AND ARCHITECTURAL DRAWINGS. UNLESS OTHERWISE NOTED.

5. MINIMUM FRAMING NAILING SHALL CONFORM TO CBC TABLE 2304.10.2. ALL NAILS SHALL BE COMMON WIRE NAILS. PREDRILL NAIL HOLES TO 70% OF NAIL SHANK DIAMETER WHERE NAILING TENDS TO SPILT WOOD.

6. UNLESS OTHERWISE NOTED, ALL WOOD SILL PLATES UNDER BEARING, EXTERIOR, OR SHEAR WALLS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE BOLTED TO THE CONCRETE OR MASONRY WITH 5/8” Ø X 12” BOLTS W/ 0.229" X 3" X 3" PLATE WASHER (GALV) AT 4'-O”' O.C. BEGINNING AT 9" O.C. MAXIMUM FROM EACH END OF THE PLATES. THE BOLTS SHALL EXTEND A MINIMUM OF 7” INTO THE CONCRETE OR MASONRY. (POWDER DRIVEN PINS AT 1/3 OF THE BOLT SPACING OR 24” O.C. MAXIMUM MAY BE SUBSTITUTED FOR THE ANCHOR BOLTS AT INTERIOR NON-SHEAR WALLS ONLY).

7. PRESERVATIVE TREATMENT:

A. WOOD MEMBERS SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AITC 109-07, STANDARD FOR PRESERVATIVE TREATMENT, BASED ON THE SERVICE CONDITION PER THE USE CATEGORIES (UC#) SPECIFIED IN AWPA U1-20.
a. UC1 - INTERIOR CONSTRUCTION, ABOVE GROUND, DRY - NO PRESERVATIVE TREATMENT REQUIRED. b. UC2 - INTERIOR CONSTRUCTION, ABOVE GROUND, WET - PRESERVATIVE TREATMENT REQUIRED IF THE HUMIDITY OR MOISTURE CONDENSATION IS 20% OR GREATER. c. UC3 - EXTERIOR CONSTRUCTION ABOVE GROUND - PRESERVATIVE TREATMENT REQUIRED.

B. FOR ALL TREATED WOOD MEMBERS, ALL CUTS, HOLES OR INJURIES SUCH AS ABRASIONS OR HOLES FROM

REMOVAL NAILS AND SPIKES WHICH MAY PENETRATE THE TREATED ZONE SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA M4-15. THE FOLLOWING FILED TREATMENTS SHALL BE USED:
a. BORED HOLES: HOLES FOR CONNECTORS OR BOLTS MAY BE TREATED BY PUMPING COAL TAR ROOFING CEMENT MEETING ASTM D5643 INTO HOLES USING A GREASE GUN OR SIMILAR DEVICE. b. EXTERIOR: COPPER NAPHTHENATE.
c. INTERIOR: INORGANIC BORON PRESERVATIVES LIMITED TO USE IN APPLICATIONS NOT IN CONTACT WITH GROUND AND CONTINUOUSLY PROTECTED FROM LIQUID WATER.

C. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER WITH AWPA TREATMENT C2 USING EITHER ALKALINE QUAT (ACQ TYPE B AND D), COPPER AZOLE (CBA-A, CA-B), OR SODIUM BORATES (SBX). ANCHOR BOLTS, FASTENERS, AND METAL FRAMING CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED TO A RATING OF G-185 PER ASTM A653.

8. PROVIDE 2 STUDS UNDER ALL 4 X 10 AND LARGER BEAMS OR HEADERS AT SPANS 6 FEET OR LONGER, UNLESS OTHERWISE NOTED. WHERE POSTS OR MULTIPLE STUDS UNDER BEAMS OR HEADERS ARE CALLED FOR ON DRAWINGS THOSE POSTS OR MULTIPLE STUDS SHALL BE CARRIED TO THE FOUNDATION/PODIUM LEVEL.

9. PROVIDE THE FOLLOWING BLOCKING AS A MINIMUM, UNLESS SHOWN OTHERWISE:
2x FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER SUPPORT. 2x FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER AND BELOW PARTITION WALLS.

10. DOUBLE JOISTS UNDER PARTITIONS RUNNING PARALLEL TO JOISTS, UNLESS SUPPORTED BY A WALL BELOW OR SHOWN OTHERWISE. NAIL DOUBLED JOISTS WITH 16d AT 12” O.C., STAGGERED.

11. BRIDGING SHALL BE 2 X SOLID BLOCKS, INSTALLED AS FOLLOWS:

ROOF JOISTS MORE THAN 10" DEPTH, 8'-O” O.C. MAXIMUM, NOT MORE THAN 8'-0' FROM SUPPORT.

FLOOR JOISTS MORE THAN 10” DEPTH, 8'-O” O.C. MAXIMUM, NOT MORE THAN 8'-0' FROM SUPPORT.

12. JOIST HANGERS AND OTHER METAL FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULAR TYPE AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, STOCKTON, CALIFORNIA. ACCESSORIES OF

OTHER MANUFACTURES WITH EQUIVALENT LOAD CARRYING CHARACTERISTICS MAY BE USED WITH APPROVAL BY SEOR.

13. FIRE STOPPING, BACKING FOR INTERIOR FINISHES, NONBEARING WALLS, AND OTHER NON-STRUCTURAL FRAMING ARE NOT NECESSARILY SHOWN ON STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS.

14. THE TOP OF NON-BEARING WALLS SHALL NOT BE IN CONTACT WITH JOISTS/TRUSSES/RAFTERS ABOVE. REFER TO THE REFERENCED DETAILS FOR REQUIRED GAP, 1/2" MINIMUM, UNLESS NOTED OTHERWISE IN DETAIL.

SAWN LUMBER PROPERTIES

USESIZESPECIESGRADEREFERENCE

MUDSILLS
2x4D.F.STANDARD OR BETTER

PRESSURE TREATED
2022 CBC
2303.1.9 2x6 AND LARGERD.F.NO. 2 OR BETTER

PRESSURE TREATED
2xREDWOOD FOUNDATION GRADE

HORIZONTAL FRAMING LUMBER
ROOF JOISTS AND RAFTERS2xD.F.NO. 2

WCLIB &
WWPA
FLOOR JOISTS2xD.F.NO. 2
HEADERS AND BEAMS4xD.F.NO. 2
ANY OTHER HORIZONTAL4x4 AND SMALLERD.F.NO. 2
6x6 AND LARGERD.F.NO. 1

VERTICAL FRAMING LUMBER
TOP PLATES2xD.F.NO. 2

WCLIB &
WWPA
STUDS2x4 & 3x4D.F.STUD
2x6 & 2x8D.F.NO. 2
POSTS4x4 & 4x6 POSTSD.F.NO. 2
6x6 & LARGER POSTSD.F.NO. 1

ALL OTHER FRAMING LUMBER

ALL OTHER FRAMING LUMBER,
UNOALL SIZESD.F.STANDARD & BETTERWCLIB &
WWPA

SAWN LUMBER
GENERAL:

USE ALL SPECIFIED FASTENERS AS SPECIFIED ON PLANS. IF NOT INDICATED ON PLANS PROVIDE FASTENERS PER MFR'S

APPROVED ICC-ESR REPORT OR PRODUCT LITERATURE
HOLDOWNS:

1. DO NOT OVER TIGHTEN NUTS ON TIE-DOWN ANCHOR RODS OR BOLTS. TIGHTEN ANCHOR ROD NUTS

ONE-THIRD TO ONE HALF TURN BEYOND FINGER TIGHT

2. INSTALL ALL HOLDOWNS TIGHT TO END STUDS/POST, DO NOT USE FILLER BLOCKS. FOR MISALIGNED ANCHOR BOLTS, EXTEND THE ANCHOR ROD AT A 1:6 (HORIZ/VERT) USING A COUPLER WITH EQUIVALENT ANCHOR ROD

AND INSTALL THE HOLDOWN HIGHER ON END STUD / POST

3. FOR HOLDOWNS THAT BOLT TO END POSTS, INSTALL THE HEAD OF THE BOLT TO THE BRACKET SIDE, AND ON

THE SIDE OPPOSITE THE BRACKET, INSTALL A WASHER BETWEEN THE NUT AND THE STUD / POSTS TIE DOWN & COLLECTOR STRAPS:

1. TIE DOWN AND COLLECTOR STRAPS SHALL BE INSTALLED STRAIGHT AND TRUE. DO NOT FOLD, BEND, KINK OR

OTHERWISE ALTER CONNECTOR STRAPS

2. INSTALL TIE DOWN STRAPS DIRECT TO POST IN LIEU OF OVER SHEATHING. STRAPS MAY BE INSTALLED ON THE

UNSHEATHED SIDE OF THE END STUDS / POSTS

HARDWARE AND CONNECTORS

FASTENER INFORMATION

1. ALL NAILS SPECIFIED TO BE COMMON NAILS, UNLESS SPECIFIED OTHERWISE. 1 12 02 123 3 12
16d
COMMON

0.162"

0.148"
10d
COMMON
8d
COMMON

0.131"

1. WOOD STRUCTURAL PANELS SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHERE OTHERWISE NOTED:

TABLE NOTES:

A. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS FOR THEIR TYPE IN

ACCORDANCE WITH THE FOLLOWING VOLUNTARY STANDARDS BY THE ENGINEERED WOOD ASSOCIATION (APA):
a. VOLUNTARY PRODUCT STANDARD, STRUCTURAL PLYWOOD, PS 1-09 b. VOLUNTARY PRODUCT STANDARD, PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS, PS 2-10
B. WOOD STRUCTURAL PANELS SHALL BE IDENTIFIED BY THE APA TRADEMARK INDICATING

CONFORMANCE TO THE APPLICABLE VOLUNTARY STANDARD
C. WHERE PANELS ARE EXPOSED TO REPEATED WETTING AND REDRYING, LONG-TERM EXPOSURE TO WEATHER, OR CONDTIONS OF SIMILAR SEVERITY, "EXTERIOR" APA RATED PLYWOOD SHEATHING SHALL BE USED. C-D “EXPOSURE 1" APA RATED PLYWOOD SHEATHING (CDX) SHALL NOT BE USED FOR CONDITIONS INVOLVING LONG-TERM EXPOSURE TO WEATHER.
a. EXCEPTION: WOOD STRUCTURAL PANEL ROOF SHEATHING EXPOSED TO THE OUTDOORS ON THE UNDERSIDE IS PERMITTED TO BE "EXPOSURE 1" TYPE.
b. WOOD STRUCTURAL PANELS TO BE USED AS SIDING SHALL COMPLY WITH ANSI/APA PRP-210.

D. ORIENTED STRAND BOARD (OSB) WITH EQUIVALENT CLASSIFICATION AND RATINGS MAY BE USED IN LIEU OF PLYWOOD FOR WOOD STRUCTURAL PANEL WALL SHEATHING.

2. TRANSPORTATION, STORAGE, AND HANDLING:

A. TRANSPORTATION
a. IN TRANSPORTING PANELS ON OPEN TRUCK BEDS, COVER THE BUNDLES WITH A TARP.

B. STORAGE
a. ALWAYS STORE THE PANELS UNDER COVER WHENEVER POSSIBLE b. WHEN STORING PANELS OUTSIDE STACK THEM ON A LEVEL SURFACE ON TOP OF STRINGERS OR OTHER BLOCKING, THREE STRINGERS MINIMUM.
c. NEVER LEAVE PANELS IN CONTACT WITH THE GROUND
d. COVER THE STACK WITH A PLASTIC TARP, ENSURING THAT THE BUNDLE IS WELL VENTILATED TO PREVENT MILDEW.
e. IF MOISTURE ABSORPTION IS EXPECTED, CUT THE STEEL BAND TO PREVENT DAMAGE f. KEEP SANDED OR OTHER APPEARANCE GRADE PANELS AWAY FROM HIGH TRAFFIC AREAS C. HANDLING
a. ALWAYS PROTECT ENDS AND EDGES, ESPECIALLY TONGUE AND GROOVE PRODUCTS, FROM PHYSICAL DAMAGE.
b. ACCLIMATIZE THE PANELS FOR 24 HOURS MINIMUM BEFORE INSTALLATION BY STANDING THE

PANELS ON EDGE WITH A GAP BETWEEN EACH TO ALLOW FOR AIR CIRCULATION OR PER MANUFACTURER'S RECOMMENDATIONS.

3. PLYWOOD ORIENTATION
A. ROOF AND FLOOR SHEATHING SHALL BE LAID WITH THE GRAIN OF THE OUTER PILES PERPENDICULAR TO THE FRAMING MEMBERS, SHALL BE CONTINUOUS OVER 2 JOIST BAYS MINIMUM AND END JOINTS SHALL BE JOINED OVER FRAMING AND STAGGERED. LEAVE A 18" GAP BETWEEN PANELS TO ALLOW FOR PANEL EXPANSION UNLESS RECOMMENDED OTHERWISE BY THE PANEL MANUF. REFER TO SPECIFIC DETAILS IN THE DRAWINGS FOR FURTHER PARAMETERS.

B. PLYWOOD OR OSB WALL SHEATHING MAY BE APPLIED VERTICALLY OR HORIZONTALLY. ALL END JOINTS BE JOINED OVER FRAMING AND STAGGERED.

4. BLOCKING:

A. ROOF: ALL ROOF SHEATHING SHALL BE BLOCKED UNLESS SPECIFICALLY ALLOWED ON PLANS. WHERE PERMITTED TO BE UNBLOCKED, ALL UNBLOCKED EDGES SHALL BE TONGUE AND GROOVE.

B. ALL FLOOR SHEATHING SHALL BE BLOCKED UNLESS SPECIFICALLY ALLOWED ON PLANS. WHERE PERMITTED TO BE UNBLOCKED, ALL UNBLOCKED EDGES SHALL BE TONGUE AND GROOVE.

C. WALLS: ALL SHEAR WALLS SHALL BE FULLY BLOCKED AT PLYWOOD EDGES.

5. FASTENERS
A.USE SHEATHING NAILS SAME GAUGE AS COMMON WIRE NAILS WITH LENGTHS AT LEAST EQUAL TO SHEATHING THICKNESS PLUS REQUIRED PENETRATION PER AWS SDPWS TABLE 4.2A OR 4.3A (AS REQUIRED).

B. EQUIVALENT PNEUMATIC DRIVE NAILS MAY BE USED IF FASTENER MANUFACTURER HAS RECEIVED ICC OR IAPMO APPROVAL FOR THE INTENDED USE. FASTENERS TO BE SUBSTITUTED SHALL BE EQUIVALENT IN LATERAL AND WITHDRAWAL STRENGTH TO THE SIZE OF COMMON NAIL SPECIFIED.

C. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16” PLYWOOD OR OSB SHEATHING. IF NAIL HEADS PENETRATE THE OUTER PLY MORE T HAN WOULD

BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY.

D. TYPICAL NAILING SHALL BE 10d AT 6” O.C. AT ALL SUPPORTED EDGES AND OVER SHEAR WALLS, AND 10D AT 12” O.C. AT ALL INTERMEDIATE SUPPORTS, UNLESS OTHERWISE NOTED, SEE PLANS AND REFER TO SHEAR WALL SCHEDULE.

WOOD STRUCTURAL PANELS (SHEATHING)

WOOD STRUCTURAL PANEL PROPERTIES

USE PLYBOND

CLASSIFICATION C

SHEATHING
GRADE

PERFORMANCE

RATINGSPAN RATINGRATING BREFERENCE A
ROOF5EXPOSURE 1

REFER TO TYPICAL DIAPHRAGM SCHEDULE
APA2022 CBC
2303.1.5
(DOC PS 1-19
OR PS 2-18)
FLOOR5EXPOSURE 1APA
WALL D5EXPOSURE 1 REFER TO TYPICAL SHEAR WALL SCHEDULE APA

STRUCTURAL GLUED LAMINATED TIMBER PROPERTIES C

USECOMBINATION
SYBMOL

SPECIES

OUTER/CORERATING BAPPEARANCEREFERENCE A
SIMPLE SPAN24F-V4DF/DFAITC OR
APA-EWSSEE NOTE D2022 CBC 2303.1.3
(AITC/ANSI 190.1-07
OR ANSI 190.1-12
AND ASTM D3737)

CANTILEVER OR MULTI
- SPAN/CONTINUOUS24F-V8DF/DFAITC OR

APA-EWSSEE NOTE D

1. STRUCTURAL GLUED LAMINATED TIMBER SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHERE OTHERWISE NOTED:

TABLE NOTES:

A. GLUED LAMINATED MEMBERS SHALL BE MANUFACTURED AS REQUIRED IN ASTM D 3737 AND EITHER OF THE FOLLOWING STANDARDS:
a. ANSI 117-15 (CODE REFERENCED)
b. ANSI 190.1-22 (CURRENT STANDARD)
B. STRUCTURAL GLUED LAMINATED TIMBERS SHALL BE IDENTIFIED WITH A STAMP BEARING THE AITC QUALITY MARK OR AWA-EPS TRADEMARK. PLACE STAMPS ON SURFACES THAT WILL NOT BE EXPOSED TO VIEW IN THE COMPLETED STRUCTURE. SUBMIT CERTIFICATES OF CONFORMANCE INDICATING THAT THE GLULAM

MEMBERS CONFORM TO THE REQUIREMENTS OF ANSI
C. REFER TO GENERAL WOOD NOTES FOR PRESERVATIVE TREATMENT.

D. STRUCTURAL GLUED LAMINATED MEMBERS SHALL BE OF THE FOLLOWING APPEARANCE GRADES:
a. INDUSTRIAL: TYPICAL EXPOSURE FOR MEMBERS NOT EXPOSED TO VIEW IN THE COMPLETED WORK.
b. ARCHITECTURAL: EXPOSURE FOR MEMBERS EXPOSED TO VIEW IN THE COMPLETED WORK. c. PREMIUM: EXPOSURE FOR SPECIFIC EXPOSED MEMBERS AS INDICATED ON THE DRAWINGS.

2. ADHESIVES USED IN THE GLULAM MANUFACTURING PROCESS SHALL CONFORM TO ANSI 405-18 (PREVIOUSLY AITC 405), STANDARD FOR ADHESIVES FOR USE IN STRUCTURAL GLUED LAMINATED TIMBER. ADHESIVES SHALL BE A WET-USE ADHESIVE MEETING THE REQUIREMENTS OF ASTM D5229.

3. MEMBERS SHALL HAVE A SEALER ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AFTER FABRICATION. END SEAL EACH END OF THE MEMBER IMMEDIATELY AFTER CUTTING.

4. PROVIDE CAMBER AS INDICATED ON THE DRAWINGS.

5. TRANSPORTATION, STORAGE, AND HANDLING:

A. REFER TO AITC 111-05, RECOMMENDED PRACTICE FOR PROTECTION OF STRUCTURAL GLUED LAMINATED TIMBER DURING TRANSIT, STORAGE AND ERECTION.
a. LOAD WRAP OR BUNDLE WRAP INDUSTRIAL APPEARANCE GRADE MEMBERS. ARCHITECTURAL

OR PREMIUM GRADE MEMBERS SHALL BE WRAPPED INDIVIDUALLY AND REMAIN UNTIL

PROTECTION IS NO LONGER REQUIRED FROM WEATHER, SUNLIGHT, SOILING, AND/OR OTHER TRADES. SLIT UNDERSIDE OF WRAPPINGS TO PREVENT ACCUMULATION OF MOISTURE.

B. STORAGE:
a. STORE GLULAM MEMBERS ON A FLAT SURFACE AT LEAST 6" ABOVE THE GROUND. PLACE SUPPORTS CLOSE ENOUGH TOGETHER TO PREVENT NOTICEABLE DEFLECTIONS.

STRUCTURAL GLUED LAMINATED TIMBER

1. THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER:

A. ROUGH CARPENTRY: WOOD PRODUCT DATA AND MANUFACTURER'S CERTIFICATES

2. BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS), THE CONTRACTOR SHALL HAVE:

A. REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTOR REVIEWING AND VERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTION TRADES:

B. DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIED

PERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERS

AND SIMILAR INFORMATION
C. DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FOR

MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS.

D. REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUS SUBMITTAL ROUNDS HAVE BEEN ADDRESSED.

3. EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HAS

SATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'S REVIEW AND APPROVAL OF THAT SUBMITTAL.

4. THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SHALL BE ABSOLUTE:
a. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOES NOT

CONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TO THE CONTRACT DRAWINGS.
b. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS OR

MODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROM THE SUBMITTAL PRIOR TO SUBMISSION.

5. FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEEN REVIEWED AND APPROVED BY THE ENGINEER.

6.THE CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR THE ENGINEER OF RECORD TO THOROUGHLY REVIEW SUBMITTAL PACKAGES (10 WORKING DAYS, MINIMUM).

SUBMITTALS

1. SHOP FABRICATION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH CODE SECTION 1704.2.5.

EXCEPTION: SHOP SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN WORK IS DONE ON THE PREMISES OF

FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK IN ACCORDANCE WITH CODE SECTION 1704.2.5.1. THE FOLLOWING ACCREDITATIONS MEET THE REQUIREMENTS OF THIS EXCEPTION:

B. WOOD BUILDINGS
a. STRUCTURAL GLUED LAMINATED TIMBER

SHOP FABRICATION
08/25/25
AUGUST 25, 2025
9 (E) STL COL
BEL
(E) STL COL
BEL
(E) 3 18" x 16 12" JST @ 8'-0" OC
(E) 5 18" x 31 12" GLULAM BM
(E) 5 18" x 30" GLULAM BM
(E) 5 18" x 27" GLULAM BM
(E) 3 18" x 16 12" 24F-V4 GLULAM BM (VIF)
(E) 3 18" x 16 12" 24F-V4 GLULAM BM (VIF)
(E) 5 18" x 16 12" 24F-V4 GLULAM BM (VIF)
(E) 'HU' HGR
(VIF)
(E) 'HU' HGR
(VIF)
(E) 'HU' HGR
(VIF)
(E) 'HU' HGR
(VIF)
(E) 'HU' HGR
(VIF)
(E) 2x6 SUBPURLIN
@ 24" OC
(N) 4x6 BM, TYP
(N) 'HU' HGR, TYP
(E) 2x6 SUBPURLIN
@ 24" OC
(E) 2x6 SUBPURLIN
@ 24" OC
(N) MU 'PHP-13'
WT = 1668#
(E) 3 18" x 16 12" 24F-V4 GLULAM BM (VIF)
(E) 3 18" x 16 12" 24F-V4 GLULAM BM (VIF)
(N) 5 18" x 16 12" 24F-V4 GLULAM BM
(E) 'HU' HGR
(VIF)
(N) 'HU' HGR
(E) 'HU' HGR
(VIF)
(N) 'HU' HGR
(E) 'HU' HGR
(VIF)
(E) 5 18" x 27" GLULAM BM
(E) 'HU' HGR
(VIF)
(E) 2x6 SUBPURLIN
@ 24" OC
(N) 4x6 BM, TYP
(N) 'HU' HGR, TYP
(N) MU 'PHP-11'
WT = 1456#
(E) 2x6 SUBPURLIN
@ 24" OC
(E) 2x6 SUBPURLIN
@ 24" OC
4'-0" MAX
(VIF)
4'-0" MAX
(VIF)
4'-0" MAX4'-0" MAX

VIF PLACEMENT OF (E) BM ALIGNS W/
(N) MU CURB, IF (E) BM DOES NOT

ALIGN, A (N) BM IN THE CORRECT

POSITION WILL NEED TO BE INSTALLED

VIF PLACEMENT OF (E) BM ALIGNS W/
(N) MU CURB, IF (E) BM DOES NOT

ALIGN, A (N) BM IN THE CORRECT

POSITION WILL NEED TO BE INSTALLED
NOTE:

IF THE (E) MEMBERS SHOWN ARE NOT

VERIFIED IN THE FIELD, THEY MUST BE
INSTALLED AS SHOWN.
41 S-301
15 S-301
15 S-301
23 B
C
D
E
B
C
D
E
23 ROOF FRAMING PLAN
1PARTIAL ROOF FRAMING PLAN - OPTION A
SCALE: 1/4" = 1'-0"
S-201
NORTH
PLAN CHECK RESPONSE 1
N:\1800\1806-03-PS24-Goleta-City-Hall-TI\Structural\ConDocs\Sheet-Files\_GoletaHall-TI\1806-03-PS24 - Plans.dwg, S201, Aug 25, 2025 10:51am, CPressler

PROJECT MANAGER

DRAWN BY

PROJECT NUMBER

CHECKED BY
SHEET
AUGUST 22, 2025
1806-03-PS24
DATE
NO.REVISIONDATE

CONSULTANT

GOLETA CITY HALL
130 CREMONA DRIVE, GOLETA CA 93117
RRM DESIGN GROUP COPYRIGHT 2024.

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

ROOF FRAMING NOTES

1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING, ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION:

A. GRID DIMENSIONS AND HORIZONTAL CONTROL
B. ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC C. LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS D. ALL NON STRUCTURAL WALLS

2. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:

3. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.

4. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, DUCTS AND OTHER ROOF PENETRATIONS. FOR ROOF PENETRATIONS NOT SHOWN ON ROOF FRAMING PLAN, SEE DETAIL 15/S-301 FOR TYPICAL OPENINGS, UNO.

5. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS IN BEARING AND NON-BEARING WALLS.

6. ALL LINES AND/OR MEMBERS INDICATED AS "STRUT" SHALL RECEIVE (2) ROWS OF BOUNDARY NAILING (BN), STGR.

7. 'MU' INDICATES MECHANICAL UNIT. MAXIMUM ALLOWABLE WEIGHT IS SHOWN, INCLUDING CURB & COMBINATION ECONOMIZER & POWER EXHAUST. SEE MECHANICAL & ARCHITECTURAL DRAWINGS FOR EXACT LOCATION & WEIGHT OF EQUIPMENT. ATTACH MECH UNITS TO STRUCTURE PER DETAIL 31/S-301. SEE DETAIL 15/S-301 FOR OPENINGS IN ROOF FRAMING.

8. EXISTING FRAMING (INCLUDING, BUT NOT LIMITED TO, GLULAM GRADE STAMP, DIMENSIONS OF

FRAMING AND LOCATION OF FRAMING) SHALL BE CONFIRMED PRIOR TO STARTING WORK WITH THIS PERMIT.

DESCRIPTIONSHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102
TESTING AND INSPECTIONS-102
ROOF FRAMING DETAILSS-301
1 08/25/25
AUGUST 25, 2025
10 DROPPED BEAM CONNECTION
1806-03-PP24 - S-301 - 411" = 1'-0"
(N) BM W/ HGR

PER PLAN
(E) PLY SHTG TO

REMAIN, DO NOT CUT
(E) GLB PER PLAN
2x BLKGROOF FRMG

PER PLAN

GLB PENETRATIONS
1806-03-PS24 -S301NTS

L/8

LENGTH (L)

DEPTH, (D)

NO NOTCHES

PERMITTED
NOTES:

1. THE MAXIMUM NUMBER OF HOLES SHALL NOT EXCEED 1 FOR EVERY 5 FEET OF BEAM LENGTH.

2. PENETRATIONS MAY NOT BE DRILLED THROUGH CANTILEVERS.

3. SQUARE PENETRATIONS MAY NOT BE CUT INTO BEAM
L/2 L/8L/8L/8
D/4 D/2 D/4
A = 1 12" OR D10, WHICHEVER IS LESS
B = 8 TIMES THE DIAMETER OF THE LARGEST HOLE
"A"
"B"
ZONE WHERE HORIZONTAL HOLES ARE PERMITTED FOR PASSAGE OF WIRES, CONDUIT, ETC.

OPNG
NOTE:

HANGERS NOT SHOWN FOR CLARITY, REFER TO
FRAMING PLAN FOR HANGERS.

SHTG NAILING REFERS TO NAILING INSTALLED OVER
(E) ROOF SHEATING
'ST12' CENTERED ON

JST, TYP
10d @ 6" OC SHTG

NAILING ALONG BM FOR
A DIST OF 2'-0" @ EA

CORNER OF OPNG
'ST12' CENTERED

ON BM, TYP
BM PER PLAN 2x4 FLAT
BLKG

OPENING AT FRAMING
1806-03-PS24 -S301 - 15NTS

BM PER PLAN

BM PER PLAN
10d @ 6" OC SHTG

NAILING ALONG BM
FOR A DIST OF 2'-0" @

EA CORNER OF OPNG
10d @ 6" OC SHTG

NAILING ALONG

BLKG FOR A DIST
OF 2'-0"
10d @ 6" OC SHTG

NAILING ALONG BLKG
FOR A DIST OF 2'-0"
2x4 FLAT BLKG
2x4 FLAT BLKG (OR

JST PER PLAN WO)

ROOF BEAM TO LOW BEAM CONN
1806-03-PP24 - S-301 - 351" = 1'-0"
(N) GLB PER PLAN
PLATE
LINE
PLATE
LINE
(N) 'H2.5A' TIE EA BM,
EA FACE (4 TOTAL PER
CONN)
(N) BM PER PLAN
(E) PLY SHTG TO

REMAIN, DO NOT CUT
(N) BM PER PLAN
EQEQ
(N) 2x CONT BLKG

ALONG BM, TYP
(N) 10d @ 6" OC, TYP
℄ OF SPLICE, WO
ROOF FRAMING @ MECH UNIT
1806-03-PP24 - S-301 - 311/2" = 1'-0"
S-301
32 S-301
33 S-301
35 S-301
32 S-301
34 WD BM PER PLAN

LINE OF MECH
UNIT. SEE PLAN

NOTES FOR

ADDL INFO

LOW WD BM

PER PLAN
WD BM

PER PLAN

WD BM PER PLAN

OPENING WO,

FOR ADDL INFO
SEE DETAIL 15/-

WD BM PER PLAN

SUBPURLIN, WO
(E) PLY SHTG TO

REMAIN, DO NOT CUT

SEE MECH DWGS FOR ANCHORAGE
(MIN (12) 'SDS' 14" x 3" EA LONG SIDE
& (5) 'SDS' 14" x 3" EA SHORT SIDE &
(10) 'SDS' 14" x 3" EA CORNER)
(E) GLB PER PLAN(N) BM PER PLAN W/

HGR PER PLAN, WO
10d @ 6" OC

ALONG BM

CONT STL MOUNTING FRAME

LINE OF MECH UNIT

PERP TO ROOF BEAM
1806-03-PP24 - S-301 - 321" = 1'-0"
(E) SUBPURLIN W/
(E) HGR, WO
112"

MIN TYP
(E) GLB PER PLAN

CONT STL MOUNTING FRAME

LINE OF MECH UNIT

EQUIPMENT SUPPORT PARALLEL TO ROOF BEAM
1806-03-PP24 - S-301 - 331" = 1'-0"

SEE MECH DWGS FOR ANCHORAGE
(MIN (12) 'SDS' 14" x 3" EA LONG SIDE
& (5) 'SDS' 14" x 3" EA SHORT SIDE &
(10) 'SDS' 14" x 3" EA CORNER)
(E) PLY SHTG TO
REMAIN, DO NOT CUT10d @ 6" OC

ALONG BM
1 12"

MIN TYP
(N) BM PER PLAN W/
(N) HGR PER PLAN, WO
(E) SUBPURLIN W/
(E) HGR, WO
NOTE:

WHERE (E) BEAM DOES NOT ALIGN W/ MECH

UNIT, A (N) BEAM IN THE CORRECT POSITION

WILL NEED TO BE INSTALLED PER PLAN

OPENING

CONT STL MOUNTING FRAME

LINE OF MECH UNIT

EQUIPMENT SUPPORT PARALLEL TO ROOF BEAM
1806-03-PP24 - S-301 - 341" = 1'-0"

SEE MECH DWGS FOR ANCHORAGE
(MIN (12) 'SDS' 14" x 3" EA LONG SIDE
& (5) 'SDS' 14" x 3" EA SHORT SIDE &
(10) 'SDS' 14" x 3" EA CORNER)
1 12"

MIN TYP
(E) SUBPURLIN W/
(E) HGR, WO
(E) GLB PER PLAN
(E) PLY SHTG TO
REMAIN, DO NOT CUT10d @ 6" OC

ALONG BM
NOTE:

WHERE (E) BEAM DOES NOT ALIGN W/ MECH

UNIT, A (N) BEAM IN THE CORRECT POSITION

WILL NEED TO BE INSTALLED PER PLAN
10d @ 6" OC

ALONG BM
(N) BM PER PLAN W/

HGR EA END PER PLAN
(E) SUBPURLIN WO

W/ (N) 'HU' HGR
(E) PLY SHTG TO REMAIN,
OK TO CUT @ (N) OPNG,
SEE DETAIL 15/- FOR

ADDL INFO

NAILING SCHEDULE
1806-03-PS24 -S301 - 12NTS

FASTENING SCHEDULE
PER 2022 CBC 2304.10.1

CONNECTIONFASTENINGLOCATION

1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW3-8d COMMONEACH END, TOENAIL

2. BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL TO TOP PLATE, TO RAFTER OR TRUSS 2-8d COMMONEACH END, TOENAIL
2-16d COMMONEND NAIL

3. FLAT BLOCKING TO TRUSS AND WEB FILLER16d COMMON @ 6" OCFACE NAIL

4. CEILING JOIST TO TOP PLATE3-8d COMMONEACH JOIST, TOENAIL

5. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS3-16d COMMONFACE NAIL

6. CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT)3-16d COMMONFACE NAIL

7. COLLAR TIE TO RAFTER3-10d COMMONFACE NAIL

8. RAFTER OR ROOF TRUSS TO PLATE3-10d COMMONTOENAILb

9. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTER; OR ROOF RAFTER TO 2-INCH RIDGE BEAM 2-16d COMMONEND NAIL
3-10d COMMONTOENAIL

10. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS16d COMMON16" OC FACE NAIL

11. BUILT-UP HEADER (2" TO 2" HEADER)16d COMMON16" OC EACH EDGE, FACE NAIL

12. CONTINUOUS HEADER TO STUD4-10d COMMONTOENAIL

13. TOP PLATE TO TOP PLATE16d COMMON16" OC FACE NAIL

14. TOP PLATE TO TOP PLATE, AT END JOINTS8-16d COMMON

EACH SIDE OF END JOINT, FACE NAIL
(MINIMUM 24" LAP SPLICE LENGTH EACH SIDE

OF END JOINT)

15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING2-16d COMMON16" OC FACE NAIL

16. STUD TO TOP OR BOTTOM PLATE
4-8d COMMONTOENAIL
2-16d COMMONEND NAIL

17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS2-16d COMMONFACE NAIL

18. JOIST TO SILL, TOP PLATE, OR GIRDER3-8d COMMONTOENAIL

20. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW8d COMMON6" OC, TOENAIL

21. 1"x6" SUBFLOOR OR LESS TO EACH JOIST2-8d COMMONFACE NAIL

22. 2" SUBFLOOR TO JOIST OR GIRDER2-16d COMMONFACE NAIL

23. BUILT-UP GIRDER AND BEAMS, 2" LUMBER LAYERS20d COMMON (4" x 0.192")32" OC FACE NAIL AT TOP AND BOTTOM

STAGGERED ON APPOSITE SIDE

24. LEDGER STRIP SUPPORTING JOIST OR RAFTERS3-16d COMMONEACH JOIST OR RAFTER, FACE NAIL

26. JOIST TO BAND JOIST OR RIM JOIST3-16d COMMONEND NAIL

27. BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS2-8d COMMONEACH END, TOENAIL NOTES:
a. THIS NAILING SCHEDULE SHALL ONLY BE USED IF CONDITION IS NOT OTHERWISE DETAILED OR SPECIFIED ON THE CONSTRUCTION DOCUMENTS. COMMON NAILS SHALL BE USED EXCEPT WHERE

OTHERWISE STATED
b. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS

SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL

SAWN LUMBER AND RAFTER JOIST NOTCHING AND BORING LIMITATIONS 1806-03-PS24 -S301 - 13NTS
L/3 L/3
D/4
MAX

LENGTH (L)

DEPTH, (D)
D/6
MAX
D/3
MAX
2"
2" MIN

T&B, TYP
NOTES:

1. NOTCHING AND BORING NOT PERMITTED IN THE SAME JOIST CROSS SECTION WITHOUT STRUCTURAL ENGINEER'S APPROVAL.

2. NOTCH WIDTHS GREATER THAN SHOWN IN TABLE NOT PERMITTED WITHOUT STRUCTURAL ENGINEER'S APPROVAL.

3. NO NOTCHES OR HOLES PERMITTED ANYWHERE IN CANTILEVERED ELEMENTS WITHOUT STRUCTURAL ENGINEER'S APPROVAL.

4. SPACING BETWEEN PENETRATIONS SHALL BE THE GREATER OF 2 TIMES THE LARGEST HOLE DIAMETER OR 2"

NOTCH AND HOLE LIMITATIONS

JOIST SIZEMAX HOLEMAX NOTCH DEPTH MAX END NOTCH MAX NOTCH LENGTH 2X4NONENONENONENONE
2X61 12"78"1 38"1 12"
2X82 38"1 14"1 78"2 38"
2X103"1 12"2 38"3"
2X123 34"1 78"2 78"3 34"

TAPER NOTCH IN LIEU OF SQUARE

CUT TO REDUCE IMPACT
D/3
MAX

NO NOTCHING PERMITTED

IN SHADED REGION

BOTTOM NOTCHES NOT

PERMITTED AT MEMBERS
4X AND LARGER
D/4
MAX
D/3
MAX
1 1
1 1
D/6
MAX

BORINGS ACCEPTABLE IN

HATCHED REGION
D/3
MIN
SEE
NOTE 4
31 12 32 42 62
33 43 53
14 34 44 54 64
15 25 35 45 55 65
6313
52 41 6151

ROOF FRAMING

DETAILS
S-301
PLAN CHECK RESPONSE 1
N:\1800\1806-03-PS24-Goleta-City-Hall-TI\Structural\ConDocs\Sheet-Files\_GoletaHall-TI\1806-03-PS24 -S301.dwg, S301, Aug 25, 2025 10:51am, CPressler

PROJECT MANAGER

DRAWN BY

PROJECT NUMBER

CHECKED BY
SHEET
AUGUST 22, 2025
1806-03-PS24
DATE
NO.REVISIONDATE

CONSULTANT

GOLETA CITY HALL
130 CREMONA DRIVE, GOLETA CA 93117
RRM DESIGN GROUP COPYRIGHT 2024.

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET

INITIAL SUBMITTAL

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DR, GOLETA CA 93117
5/09/25

REG I STERED
PRO
FE
SS
IONAL

ENGINEER
BRI AN
P.

TARRETT
STATE
OFCAL

IFORNIA
ME
C
H
A
N
IC
A
L
EXP. 6/30/26
M 34068
BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER

PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE

DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH

ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR

WHICH IT AS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY

THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

S:\ENG Projects\Goleta City Hall AC-11&13 Replacement\Engineering\Goleta City Hall AC-11,13 Replacement Mechanical Plan.dwg MQaddoura778E Aug 22,2025-2:26pm 1806-03-PS24
DS
KHBS
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

GENERAL
M-000

MECHANICAL GENERAL NOTES
1COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES:
2022 CALIFORNIA ADMINISTRATIVE CODE (CAC): PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
2022 CALIFORNIA BUILDING CODE (CBC): PART 2, TITLE 24 CCR 2022 CALIFORNIA ELECTRICAL CODE (CEC): PART 3, TITLE 24 CCR 2022 CALIFORNIA MECHANICAL CODE (CMC): PART 4, TITLE 24 CCR 2022 CALIFORNIA PLUMBING CODE (CPC): PART 5, TITLE 24 CCR 2022 CALIFORNIA ENERGY CODE (CENC): PART 6, TITLE 24 CCR 2022 CALIFORNIA FIRE CODE (CFC): PART 9, TITLE 24 CCR
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN): PART 11, TITLE 24 CCR REPORT DEFICIENCIES WITHIN THIRTY (30) DAYS UPON AUTHORIZATION TO PROCEED. 2THESE DRAWINGS ARE A GENERAL GRAPHIC PRESENTATION OF THE WORK. DUCTWORK, PIPING, AND EQUIPMENT, AS SHOWN, ARE SCHEMATIC. FABRICATE AND INSTALL BASED ON ACTUAL FIELD MEASUREMENT. COORDINATE WITH OTHER TRADES. ADHERE TO LOCATIONS AS CLOSELY AS

POSSIBLE, VARY RUNS OR SHAPE OF DUCTWORK AS REQUIRED TO MEET STRUCTURAL AND OTHER INTERFERENCES AS REQUIRED BY THE ARCHITECT. MAINTAIN AN UP TO DATE SET OF AS-BUILT DRAWINGS AT THE JOB SITE.
3THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL ITEMS RELATED TO MECHANICAL SYSTEMS

WITH THE WORK OF OTHER TRADES BEFORE PROCEEDING WITH PROCURING OR FABRICATION OF EQUIPMENT, DUCTWORK, PIPING ETC. ITEMS TO BE COORDINATED SHALL INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

CONSTRUCTION OF PLATFORMS AND SHAPED RUNNERS OR OTHER MEANS TO MOUNT CURBS LEVEL.

ALL PLATFORMS AND CURBS SHALL BE LEVEL UNLESS OTHERWISE NOTED OR DETAILED ON THE MECHANICAL PLANS.
4REVIEW ALL DRAWINGS AND SPECIFICATIONS INCLUDING ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL. ANY QUESTIONS SHALL BE BROUGHT UP, IN WRITING, TO THE ATTENTION OF THE ENGINEER BEFORE THE START OF CONSTRUCTION. 5ALL EQUIPMENT SHALL BE INSTALLED WITH SUFFICIENT ACCESS TO CONTROLS, FILTERS, ELECTRIC MOTORS, ETC. ACCESS CLEARANCE SHALL BE 30" OR AS REQUIRED BY THE EQUIPMENT MANUFACTURER, WHICH EVER IS GREATER. CONTRACTORS SHALL PROVIDE ACCESS PANELS WHERE REQUIRED. WHERE VERTICAL SPACE ALLOWS, INSTALL DUCTWORK THAT IS IN CLOSE PROXIMITY TO

MECHANICAL, ELECTRICAL OR ANY OTHER ITEM THAT REQUIRES ACCESS HIGH IN THE SPACE FOR EASE OF ACCESS.
6HANDLE, STORE AND INSTALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS. 7BRACE AND SUPPORT PIPES, CONDUIT, AND DUCTWORK IN ACCORDANCE TO SMACNA GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL AND PLUMBING PIPING SYSTEM. 8ALL DUCT DIMENSIONS, AS SHOWN ON MECHANICAL DRAWINGS ARE CLEAR INSIDE DIMENSIONS.

INCREASE OUTER DUCT DIMENSION AS REQUIRED TO ACCOUNT FOR THE THICKNESS OF INTERNAL LINING WHERE APPLICABLE.
9ALL SQUARE ELBOWS IN SUPPLY DUCTWORK SHALL HAVE TURNING VANES. PROVIDE MANUAL VOLUME DAMPER AT EACH BRANCH DUCT TAKE-OFF SERVING EACH AIR TERMINAL DEVICE. PROVIDE BALANCING

DAMPERS FOR EACH MAIN DUCT TAKE-OFF IN ACCORDANCE TO SMACNA IN ORDER TO ASSURE A COMPLETELY BALANCED SYSTEM.
10CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF A ROOM OR AREA TO

CONTROL COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE MOUNTED AT THE HEIGHTS GIVEN BY SECTION 11B-308.1 OF THE 2022 CBC. NOTIFY THE ARCHITECT IMMEDIATELY IF THE MOUNTING HEIGHTS REQUIRED BY THE 2022 CBC CANNOT BE OBTAINED AT THE LOCATION WHERE THE CONTROL DEVICE IS SHOWN ON THE MECHANICAL FLOOR PLANS.
11DUCT SMOKE DETECTORS WHEN NOT PROVIDED PRE-INSTALLED BY THE EQUIPMENT MANUFACTURER

SHALL BE INSTALLED IN THE SUPPLY AIR DUCT OF AIR-MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2000 CFM. DETECTORS SHALL BE LOCATED BETWEEN THE SUPPLY AIR DUCT CONNECTION AT THE EQUIPMENT AND THE FIRST BRANCH DUCT OR DIFFUSER. WHERE FIRE-DETECTION OR ALARM SYSTEMS

ARE PROVIDED FOR THE BUILDING, ALL SMOKE DETECTORS SHALL BE SUPERVISED BY SUCH SYSTEMS IN AN APPROVED MANNER, AND INSTALLED IN ACCORDANCE WITH NFPA 72 AND THE CALIFORNIA BUILDING AND FIRE CODES.
12ALL EQUIPMENT SHALL BE LABELED AS TO THE SPACE THEY ARE SERVING. 13MATERIALS EXPOSED WITHIN ANY SPACE BEING USED AS AN AIR PLENUM SHALL BE NON COMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NOT GREATER THAN 50, WHEN TESTED AS A COMPOSITE PRODUCT IN ACCORDANCE WITH ONE OF THE FOLLOWING TEST METHODS: NFPA 255, METHOD OF TEST OF SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, ASTM E84, SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, OR UL 723, TEST FOR SURFACE BURNING CHARACTERISTIC OF BUILDING MATERIALS. 14ANY MECHANICAL EQUIPMENT THAT PROVIDES POWER TO A ENERGIZED ACCESSORY MUST BE

PROVIDED WITH A NAMEPLATE THAT REFLECTS THE ELECTRICAL CHARACTERISTICS OF THE COMPLETE SYSTEM AS INSTALLED WITH THE ENERGIZED ACCESSORY. NO EXCEPTIONS. 15EQUIPMENT WITH REFRIGERANT ACCESS PORTS LOCATED OUTDOORS IN AN AREA THAT IS NOT

SECURED BY WALLS OR FENCING REQUIRING KEY ACCESS SHALL BE PROTECTED FROM WITH LOCKING-TYPE TAMPER RESISTANT CAPS.

CAL GREEN CODE NONRESIDENTIAL MANDATORY

MEASURES

5.410.4.5 OPERATION AND MAINTENANCE (O&M) MANUAL. PROVIDE THE BUILDING OWNER OR

REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM. O&M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS.

5.410.4.5.1 INSPECTIONS AND REPORTS. INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE ENFORCING AGENCY.

5.504.3 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE

UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER

RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL

OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM.

5.504.4.1 ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS:

1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS AND

CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1 AND 5.504.4.2. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF

CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE,

PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS AS SPECIFIED IN SUBSECTION 2, BELOW.

2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER

REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.

TABLE 5.504.4.1 ADHESIVE VOC LIMIT

LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER

SPECIALTY APPLICATIONS CURRENT VOC LIMIT PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 SPECIAL PURPOSE CONTACT ADHESIVE 250

1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, HTTP://WWW.ARB.CA.GOV/DRDB/SC/CURHTML/R1168.PDF.

5.504.5.3 FILTERS. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF

THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13. MERV 13 FILTERS SHALL BE INSTALLED PRIOR TO

OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. FILTERS SHALL BE CLEARLY LABELED BY THE MANUFACTURER INDICATING THE MERV RATING.

EXCEPTIONS:

1. EXISTING MECHANICAL EQUIPMENT.

SECTION 5.506 INDOOR AIR QUALITY

5.506.1 OUTSIDE AIR DELIVERY. FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS, MEET THE MINIMUM REQUIREMENTS OF SECTION 120.1 (REQUIREMENTS FOR VENTILATION) OF THE 2022

CALIFORNIA ENERGY CODE, OR THE APPLICABLE LOCAL CODE, WHICHEVER IS MORE STRINGENT, AND DIVISION 1, CHAPTER 4 OF CCR, TITLE 8.

SECTION 5.508 OUTDOOR AIR QUALITY

5.508.1 OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS. INSTALLATIONS OF HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH SECTIONS 5.508.1.1 AND 5.508.1.2.

5.508.1.1 CHLOROFLUOROCARBONS (CFCS). INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN CFCS.

5.508.1.2 HALONS. INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN HALONS.

SECTION 702.1 INSTALLER TRAINING

HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC

SYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THE

DIRECT SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED AND CERTIFIED TO INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF ACCEPTABLE HVAC

TRAINING AND CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

1. STATE CERTIFIED APPRENTICESHIP PROGRAMS.

2. PUBLIC UTILITY TRAINING PROGRAMS.

3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATE-WIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS.

4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS.

5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY
MECHANICAL TITLE 24 NOTES
1HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE LATEST REQUIREMENTS OF THE CA ENERGY EFFICIENCY STANDARDS.
2HVAC SYSTEMS SHALL MEET THE LATEST CONTROL REQUIREMENTS OF THE CA ENERGY EFFICIENCY STANDARDS.
3ALL WORK SHALL BE IN ACCORDANCE WITH CITY AND COUNTY CODES, CALIFORNIA ENERGY CONSERVATION STANDARDS, TITLE - 24, AND ALL OTHER APPLICABLE CODES.

MECHANICAL LEGEND

SYMBOLABBREVIATIONDESCRIPTION
ØDIA DIAMETER
ɸELECTRICAL PHASE

ROUND DUCT TURNING DOWN, ROUND DUCT TURNING
UP

ACCESS CLEARANCE

POC OR PODPOINT OF CONNECTION, POINT OF DISCONNECTION

ITEMS RELATED TO THE MECHANICAL SYSTEMS THAT

ARE TO BE REMOVED

CONDENSATE LINE

GAS LINE

MECHANICAL ABBREVIATIONS

ACAIR CONDITION, AIR CONDITIONING, AIR

CONDITIONEDHP HORSE POWER

ABV ABOVEHVI HOME VENTILATING INSTITUTE

AFF ABOVE FINISHED FLOORHZ HERTZ

AFUEANNUAL FUEL UTILIZATION EFFICIENCYIDUINDOOR UNIT

AHJAUTHORITY HAVING JURISDICTIONIWC INCHES OF WATER COLUMN

AHUAIR HANDLING UNITKW KILOWATT

ALUM ALUMINUMLBS POUNDS

AMCAAIR MOVEMENT AND CONTROL

ASSOCIATIONLWT LEAVING WATER TEMPERATURE
AMB AMBIENTMBH 1000 BRITISH THERMAL UNITS PER HOUR

AP ACCESS PANELMCA MINIMUM CIRCUIT AMPS

ARCHARCHITECT, ARCHITECTURALMFGR MANUFACTURE OR MANUFACTURER

AHRIAIR CONDITIONING, HEATING, AND

REFRIGERATION INSTITUTEMINMINIMUM
ASHRAE

AMERICAN SOCIETY OF HEATING,

REFRIGERATION, AND AIR CONDITIONING

ENGINEERS

MUA MAKE-UP AIR

BDD BACK DRAFT DAMPER(N)NEW

BOD BASIS OF DESIGNNLNOT LISTED

BELBELOWNOM NOMINAL

BHPBRAKE HORSE POWERNTSNOT TO SCALE

BLDG BUILDINGOA OUTSIDE AIR

BTUHBRITISH THERMAL UNIT PER HOUROAI OUTSIDE AIR INTAKE

CACOMBUSTION AIROBD OPPOSED BLADE DAMPER

CDCONDENSATE DRAINODU OUTDOOR UNIT

CFD CEILING FIRE DAMPEROSHPDOFFICE OF STATEWIDE HEALTH PLANNING

AND DEVELOPMENT

CFM CUBIC FEET PER MINUTEPD PRESSURE DROP

CONT CONTINUATIONPSIPOUNDS PER SQUARE INCH

CSD CEILING SMOKE DAMPERRARETURN AIR

DBDRY BULB TEMPERATUREREFREFRIGERANT, REFRIGERATION

DN DOWNRM ROOM

DSA DIVISION OF THE STATE ARCHITECT RPM REVOLUTIONS PER MINUTE

DTR DOWN THROUGH ROOFSA SUPPLY AIR
(E)EXISTINGSEER SEASONAL ENERGY EFFICIENCY RATION

EA EXHAUST AIRSHT SHEET

EC EVAPORATIVE COOLERSMACNASHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

EDB ENTERING DRY BULB TEMPERATURE SOV SHUT OFF VALVE

EER ENERGY EFFICIENCY RATIOSP STATIC PRESSURE

EFF EFFICIENCYSS STAINLESS STEEL

ELEC ELECTRICALSSE STEADY STATE EFFICIENCY

ESP EXTERNAL STATIC PRESSURESST SATURATED SUCTION TEMPERATURE

EWB ENTERING WET BULBTEMPTEMPORARY, TEMPERATURE

EWT ENTERING WATER TEMPERATURETSP TOTAL STATIC PRESSURE

FA FROM ABOVETYP TYPICAL

FC FLEXIBLE CONNECTIONTXV THERMAL EXPANSION VALVE

FD FIRE DAMPERUON UNLESS OTHERWISE NOTED

FLA FULL LOAD AMPSUTRUP TO OR UP THROUGH ROOF

FPMFEET PER MINUTEVD VOLUME DAMPER

FSC FAN SPEED CONTROLLERVEX VEHICLE EXHAUST SYSTEM

FSD FIRE/SMOKE DAMPERVRF VARIABLE REFRIGERANT VOLUME

GAGAGE, GAUGEWBWET BULB TEMPERATURE

GALV GALVANIZEDWC WATER COLUMN

GPM GALLONS PER MINUTEWG WATER GAUGE

GYP GYPSUMWT WEIGHT EXPRESSED IN POUNDS

HD HEAD
CD
G

PROJECT TEAM LIST

TITLENAMEDESK NUMBEREMAIL ADDRESS
PRINCIPAL IN CHARGE BRIAN [email protected] PROJECT MANAGER DENVER [email protected] MECHANICAL DESIGNER DENVER [email protected]

SHEET INDEX

SHEET NUMBERSHEET TITLE
M-000GENERAL
M-001SCHEDULES & DETAILS
M-121PARTIAL ROOF PLANS
AUGUST 25, 2025
PLAN CHECK RESPONSE 1
12 REF.

PF
REF.
1 1
A
A
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
B
B
C
C
D
D
E
E
F
F
G
G
W.H
DMB
W.

ELEC. PANELS

ELECTRICAL PANELS
ELEC. PANELS

CONFERENCE
SERVER
OFFICE
OFFICE
OFFICE

RECEPTION
LOBBY
MEN
WOMEN

COPY/PRINT

OFFICEOFFICEOFFICEOFFICEOFFICEOFFICEOFFICE

CONFERENCE

OPEN OFFICE
OFFICE
OFFICE
OFFICE
OFFICE

CONFERENCE

OFFICEOFFICE OFFICE
OFFICE
OFFICE
OFFICE
OFFICE

CONFERENCE
OFFICE
OFFICE
OFFICE
BREAK
OFFICE
OFFICE

OPEN OFFICE

FILE STORAGE

OPEN OFFICE
PHP
11 ON
ROOF
PHP
13 ON
ROOF
PHP-11T
REF.

UP
UP
UP
1 1
A
A
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
B
B
C
C
D
D
E
E
F
F
G
G
ELEC. PANELS
ELEC. PANELS
SHOWER
SHOWER

LOCKERS

PLANNING &

BUILDING LOBBY

OPEN OFFICE
OFFICE
OFFICE
OFFICE
OFFICE

COORIDOR
MEN
WOMEN
LOBBY

RECEPTION

STORAGE

OPEN OFFICE

OFFICEOFFICEOFFICE

OFFICEOFFICE
OFFICE
BREAK RM.

OFFICE

OPEN OFFICE

OFFICE OFFICE OFFICE
OFFICE

OFFICE OFFICE OFFICE

OPEN OFFICE

CONFERENCE

BREAK AREA
OFFICE
OFFICE
OFFICE
HALL
STOR.

CLO.

LOBBY

COUNCIL CHAMBERS
SERVER STOR.

SERVER RM.

ELECTRICAL

VESTIBULE

CONFERENCE
CLO.

STORAGE

CORRIDOR

COPY / PRINT
OFFICE

OFFICE ARMORY

BREAK ROOM

CONFERENCE
OFFICE

OFFICE OFFICE

STORAGE

WAREHOUSE
ELEC. / STORAGE
STAIR
STAIR
CLO.

CLO.

OFFICE
ELEC. PANELS
W.H

ELECTRICAL
PHP-13
T

CONSULTANT
AGENCY
NO. REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET

INITIAL SUBMITTAL

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DR, GOLETA CA 93117
5/09/25

REG I STERED
PRO
FE
SS
IONAL

ENGINEER
BRI AN
P.

TARRETT
STATE
OFCAL

IFORNIA
ME
C
H
A
N
IC
A
L
EXP. 6/30/26
M 34068
BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER

PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE

DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH

ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR

WHICH IT AS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY

THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

SCHEDULES & DETAILS
M-001

EXISTING GAS HEATING ELECTRIC COOLING PACKAGED UNIT SCHEDULE (FOR REFERENCE ONLY)

TAG MAKE MODEL
NOM

CAPACITY
TONS
DUCT

CONFIGURATIONREFRIGERANTCOOLING
STAGES

CONDENSATE

CONNECTION
SIZE
ELECTRICAL DATA AHRI RATINGSEVAPORATOR FAN DATAFURNACE SECTIONMERV 13 FILTER

QUANTITY

AND SIZE

WEIGHT W/

ACCESSORIES
LBS

WEIGHT W/

ACCESSORIES
& CURB
LBS
POWER
V/ɸ/HZMCAFUSE

SIZEBTUHEER
[EER2]DRIVE
CFM

ESPWATTS
[HP]BHPFAN
SPEED

HEATING
STAGES
INPUT
BTUH
OUTPUT
BTUH

THERMAL

EFFICIENCY
[AFUE] HIGH LOW
CARRIER 48HJD0087.5VERTICAL R-410A23/4"460/3/60 19.2 2590,00011.00 BELT3,000NA1.42,6152.90 NA290,000 72,900[82] (4)16x20x2870NA CARRIER48HJD012 10.0VERTICALR-410A23/4"460/3/6024.9 30120,00011.00BELT4,000NA2.03,3754.20NA 2120,000 98,400[82](4)20x20x21,035NA GENERAL NOTES APPLICABLE TO ALL UNITS:

A. EQUIPMENT IS EXISTING AND IS TO BE REMOVED AND REPLACED. DATA GIVEN FOR REFERENCE ONLY. (E)AC
11 (E)AC
13 PACKAGED HEAT PUMP UNIT SCHEDULE

TAG MAKE MODEL
NOM

CAPACITY
TONS
DUCT

CONFIGURATIONREFRIGERANT

ELECTRICAL DATA

AHRI PERFORMANCE

AUXILIARY ELECTRIC HEATCONDENSATE

CONNECTION
SIZE
EVAPORATOR FAN DATAMERV 13
FILTER

QUANTITY

AND SIZE

VENTILATION AIR

BALANCE

REQUIREMENTS
CFM

WEIGHT W/

ACCESSORIES
LBS

WEIGHT W/

ACCESSORIES
& CURB LBS

REMARKS

SEE BELOW

INSTALLATION

DETAIL COOLINGHEATING
POWER
V/ɸ/HZMCAFUSE

SIZE BTUHSEER
[SEER2]
EER
[EER2]IEERBTUH
AT 47°F
BTUH
AT 17°F
COP AT
47°F
HSPF
[HSPF2]KWBTUHDRIVEMIN
CFM
MAX

CFMESP BHPFAN

SPEEDCONTROLMINIMUM
OAI

DCV MAX
OAI
CARRIER50FEQM087.5VERTICALR-454B460/3/60424590,000NA 11.20 15.084,000 45,0003.4 NA 13.847,0873/4"DIRECT1,980 3,0001.0 1.51,6092-STAGE(4)20x20x2650 NA1,020 1,4701,2,C1,C41/M001 CARRIER50FEQM1210.0VERTICALR-454B460/3/6052 60118,000NA11.00 15.0112,000 64,0003.4NA13.847,0873/4"DIRECT2,640 4,0000.90 2.341,8822-STAGE(4)20x20x2550NA1,235 1,6801,3,C1,C41/M001 GENERAL NOTES APPLICABLE TO ALL UNITS:

A. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.

B. PACKAGED HEAT PUMP UNITS THAT PROVIDE POWER FROM THE UNIT TO ANY ENERGIZED ACCESSORY SHALL BE PROVIDED WITH A FACTORY NAMEPLATE THAT REFLECTS THE ELECTRICAL CHARACTERISTICS OF THE COMPLETE SYSTEM. NO EXCEPTIONS.

C. PROVIDE WITH MICROMETL CRBV-SRT34HA-11 STRUCTURALLY CALCULATED SPRING ISOLATION CURB. 11" BASE HEIGHT.

D. PROVIDE WITH CSFM LISTED, FACTORY INSTALLED SMOKE DETECTOR LOCATED IN THE SUPPLY AIR COMPARTMENT. DETECTOR SHALL BE WIRED TO SHUTDOWN THE UNIT IMMEDIATELY UPON SMOKE DETECTION.

E. PROVIDE WITH SINGLE POINT POWER KIT.

CONTROL NOTES:

C1. PROVIDE WITH HONEYWELL MODEL TC500A NETWORKABLE PROGRAMMABLE THERMOSTAT. INSTALL THERMOSTAT AT THE LOCATION OF THE (E)THERMOSTAT BUT AT 48" AFF AS REQUIRED TO MEET ACCESSIBILITY REQUIRMENTS. EXTEND CONTROL WIRING AS NEEDED. UTILIZE THE ELECTRICAL BOX THE EXISTING THERMOSTAT IS MOUNTED ON AS A JUNCTION BOX TO SPLICE THE WIRING. PROVIDE COVER PLATE OVER EXISTING BOX. COLOR OF COVER PLATE TO MATCH ADJACENT EXISTING COVER PLATES.

PHP
11 PHP
13 COMBINATION ECONOMIZER AND POWER EXHAUST SCHEDULE

TAGMATCHING

UNIT TAGMAKEMODEL

ELECTRICAL DATAFAN DATA
WEIGHT
LBS

REMARKS

SEE BELOW

INSTALLATION

DETAIL POWER
V/ɸ/HZFLA MCA MOCP

ASSOCIATED
UNIT

CFM ESP TYPE MODULATING
MICROMETL PEBD-SRT34CB-D2DH 460/3/604.6 5.8 10NO3,0000.5BACKWARD INCLINEDYES195C1,C2,C3NA
MICROMETL PEBD-SRT34CB-D2DH 460/3/605.2 6.5 10NO4,0000.5BACKWARD INCLINEDYES225C1,C2,C3NA
GENERAL NOTES APPLICABLE TO ALL UNITS:

A. UNIT IS PROVIDED WITH A INTEGRAL 20 AMP DISCONNECT.

B. ECONOMIZER SHALL MEET TITLE 24 MANDATORY REQUIREMENTS FOR DAMPER LEAKAGE, FAULT DETECTION AND DIAGNOSTIC CONTROLS.

CONTROL NOTES:

C1. ECONOMIZER SHALL BE DRY BULB CONTROLLED.

C2. ECONOMIZER SHALL BE PROVIDED WITH HONEYWELL JADE CONTROLLER AND BELIMO NON COMMUNICATING ACTUATORS.

C3. POWER EXHAUST SHALL MODULATE TO MAINTAIN 0.05" WC IN THE SPACE SERVED BY THE MATCHING UNIT.

PE
11 PHP
11 PE
13 PHP
13 AC UNIT (1,235 LBS
MAX)

BASE RAIL INTEGRAL TO AC UNIT
14 GAUGE HOLD DOWN ATTACH TO CURB
WITH (4)#12X12" TEK SCREWS. INSTALL

SCREWS THRU PRE DRILLED HOLES(TYP
EACH HOLD DOWN, (10) TOTAL)
ATTACH HOLD DOWN TO UNIT WITH (4)
#12X112" TEK SCREWS. INSTALL SCREWS
THRU PRE DRILLED HOLES. (TYP EACH
HOLD DOWN, (10) TOTAL)

GASKET ALL AROUND

TUBE STEEL INTEGRAL TO CURB
2" DEFLECTION OSHPD PRE-APPROVED
RESTRAINED SPRING ISOLATOR (OPA-0070)

NAILER INTEGRAL TO CURB
24 GAUGE COUNTER FLASHING

SINGLE PLY ROOFING PER ARCHITECTURAL

RIGID INSULATION
NTS 1

PLYWOOD DECK PER STRUCTURAL

REFER TO ARCHITECTURAL FOR ROOFING

AND FLASHING REQUIREMENTS

LOCATE HOLD DOWN CLIPS PER THE CURB

MANUFACTURERS REQUIREMENTS
PHPs-11,13 SPRING ISOLATION CURB
(E)STRUCTURE OR (N)BLOCKING

BEYOND, REFER TO STRUCTURAL

DRAWINGS

BLOCKING PER STRUCTURAL

SECURE CURB TO BLOCKING WITH
(74)1/4X3" SIMPSON SDS WITH

WASHER, CENTERED ON CURB
FLANGE. PROVIDE (12) EA LONG SIDE
(5) EA SHORT SIDE AND (10) EA
CORNER. LOCATE SDS PER THE CURB

MANUFACTURERS REQUIREMENTS
NTS
UNIT CONDENSATE DRAIN2

OPEN VENT

NEOPRENE HOSE-SAME
SIZE AS COND. DRAIN.
(TYP OF 2)

STAINLESS STEEL HOSE CLAMP
(TYP)

ROOF MOUNTED COOLING UNIT

ALL CONDENSATE PIPING

SHALL BE TYPE L COPPER

AS RECOMMENDED BY
UNIT MFGR., MIN OF 3"

AS RECOMMENDED BY
UNIT MFGR., MIN OF
4"-MAX OF 8"
3/4" CONDENSATE DRAIN

SEE PLAN FOR

CONTINUATION
NTS 3
DURA-BLOK #DBM SERIES

PIPE SUPPORT FOR
SINGLE PIPE SUPPORT.

PIPE, SEE PLANS FOR SIZE

ROOF STRUCTURE

HINGED PIPE CLAMP

SINGLE PIPE SUPPORT - ROOF
1SECOND FLOOR PLAN
SCALE: 1/16" = 1'-0"
2FIRST FLOOR PLAN
SCALE: 1/16" = 1'-0"
AUGUST 25, 2025
PLAN CHECK RESPONSE 1
13 (E)AC
13 (E)AC
11 CD
CD
G G
CD
G
G G
CD
G
CD CD
POD
(E)3/4"
(E)ROOF

RECEPTOR TO
REMAIN
(E)3/4"
POD
POD
POD
1 1
3 4
4 3
2 2
B
C
D
E
1 2
3 1
2 3
B
C
D
E
PHP
11 PE
11 PHP
13 PE
13 CD
CD
G G
CD
G
GG
CD CD
(E)3/4"
(E)ROOF

RECEPTOR TO
REMAIN
(E)3/4"
POC
POC
3 CD
1 2
2 OAI
OAI
3 3/4" CD1
3/4"

CONSULTANT
AGENCY
NO. REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET

INITIAL SUBMITTAL

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DR, GOLETA CA 93117
5/09/25

REG I STERED
PRO
FE
SS
IONAL

ENGINEER
BRI AN
P.

TARRETT
STATE
OFCAL

IFORNIA
ME
C
H
A
N
IC
A
L
EXP. 6/30/26
M 34068
BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER

PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE

DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH

ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR

WHICH IT AS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY

THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

PARTIAL ROOF PLANS
M-121

KEY NOTES

APPLICABLE TO THIS SHEET ONLY
3/4" CD TO PHP. REFER TO DETAIL 2/M-001 FOR CONNECTION TO UNIT.

REFER TO DETAIL 3/M-001 FOR SUPPORT.
(E)3/4" CD. PROVIDE NEW SUPPORTS. REFER TO DETAIL 3/M001.

PROVIDE NEW DROP/RISER FROM THE PHP TO BELOW THE ROOF DECK.

RECONFIGURE DUCTWORK BELOW ROOF AS REQUIRED TO CONNECT TO THE NEW DROP/RISER.

CONTRACTOR SHALL VERIFY EXTENT OF THE RECONFIGURATION OF THE DUCTWORK BELOW THE ROOF DECK PRIOR TO BIDDING THE PROJECT.

CONTRACTOR SHALL SUBMITT A SKETCH INDICATING HOW THEY INTEND TO RECONFIGURE THE DUCTWORK WITH THEIR BID.

HVAC GENERAL NOTES

APPLICABLE TO THIS SHEET ONLY
1 ALL EXISTING ITEMS SHOWN ON THE PLANS HAS BEEN COLLECTED FROM THE BEST AVAILABLE RESOURCES. ACCURACY AND LOCATION OF EXISTING ITEMS MAY NOT BE ACCURATE.
1 2
3 2PARTIAL DEMOLITION ROOF PLAN
SCALE: 1/4" = 1' 0"1PARTIAL ROOF PLAN
SCALE: 1/4" = 1' 0"

DEMOLITION KEY NOTES

APPLICABLE TO THIS SHEET ONLY
AC UNIT TO BE REMOVED. DISCONNECT FROM POWER, CONTROL WIRING, GAS AND CONDENSATE. REMOVE UNIT AND ROOF CURB. CONTROL
WIRING TO REMAIN.

GAS PIPING TO BE REMOVED. CAP PIPE AT POD. REMOVE PIPE AND ALL ASSOCIATED SUPPORTS TO POD.

CONDENSATE PIPING TO BE REMOVED. REMOVE PIPE AND ALL
ASSOCIATED SUPPORTS TO POD.

CONDENSATE PIPING TO REMAIN. SUPPORTS SHALL BE REMOVED AND REPLACED.

DEMOLITION GENERAL NOTES

APPLICABLE TO THIS SHEET ONLY
1 ALL EXISTING ITEMS SHOWN HAVE BEEN COLLECTED FROM THE BEST AVAILABLE SOURCES. THE ENGINEER DOES NOT REPRESENT THE
ACCURACY OF THESE ITEMS. THE CONTRACTOR SHALL CAREFULLY

EXAMINE THE SITE AND THE CONTRACT DOCUMENTS AND PERFORM ALL

WORK WHICH MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.
1 2
3 4

DEMOLITION PLAN STATEMENT

THIS DEMOLITION PLAN WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER DOES NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE SITE AND

THE CONTRACT DOCUMENTS AND TO PERFORM ALL DEMOLITION AND

RECONSTRUCTION WHICH MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. DISPOSE REMOVED ITEMS PER THE CITY OF GOLETA MUNICIPAL CODE IN CHAPTER 8.10, ARTICLE IV, MANDATORY RECYCLING OF CONSTRUCTION DEBRIS.

ALL EXISTING ITEMS SHOWN ON THE PLANS HAS BEEN COLLECTED FROM THE BEST AVAILABLE RESOURCES. ACCURACY AND LOCATION OF EXISTING ITEMS MAY NOT BE ACCURATE.

START UP AND BALANCING

AFTER COMPLETION OF THE INSTALLATION OF THE NEW PACKAGED HEAT PUMPS AND COMBINATION

ECONOMIZER AND MODULATING POWER EXHAUST THE CONTRACTOR SHALL STARTUP THE EQUIPMENT FOLLOWING THE MANUFACTURERS STARTUP PROCEDURES AND CHECKLIST. PROVIDE COMPLETED START UP CHECKLIST TO THE OWNER.

OVERALL SYSTEM AIRFLOW SHALL BE BALANCED TO ENSURE THE EQUIPMENT IS OPERATING AT THE SPECIFIED SUPPLY, RETURN AND OUTSIDE AIRFLOW VALUES. REFER TO THE PACKAGED HEAT PUMP SCHEDULE FOR THE SUPPLY AND VENTILATION AIRFLOW RATES.

AUGUST 25, 2025
PLAN CHECK RESPONSE 1
14 CONSULTANT
AGENCY
NO.REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET

INITIAL SUBMITTAL

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DR, GOLETA CA 93117
5/09/25

REG I STERED
PRO
FE
SS
IONAL

ENGINEER
BRI AN
P.

TARRETT
STATE
OFCAL

IFORNIA
ME
C
H
A
N
IC
A
L
EXP. 6/30/26
M 34068
BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER

PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE

DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH

ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR

WHICH IT AS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY

THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

S:\ENG Projects\Goleta City Hall AC-11&13 Replacement\Engineering\Goleta City Hall AC-11&13 Replacement T24.dwg MQaddoura778E Aug 22,2025-2:27pm 1806-03-PS24
DS
KHBS
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

ENERGY COMPLIANCE

DOCUMENTATION
EC-000

PROJECT TEAM LIST

TITLENAMEDESK NUMBEREMAIL ADDRESS
PRINCIPAL IN CHARGE BRIAN [email protected] PROJECT MANAGER DENVER [email protected] MECHANICAL DESIGNER DENVER [email protected] ENERGY COMPLIANCE JORGE BRAVO805.540.3363 EXT [email protected]

SHEET INDEX

SHEET NUMBERSHEET TITLE
M-000GENERAL
M-001SCHEDULES & DETAILS
M-121PARTIAL ROOF PLANS
EC-000ENERGY COMPLIANCE DOCUMENTATION
AUGUST 25, 2025
PLAN CHECK RESPONSE 1
15 rrmdesign.com |(805) 543-1794

CONSULTANT
AGENCY
NO.REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

EXPIRES: 09/30/26
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San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
5/09/25
1806-03-PS24
TR/CJ
CJ
CJ/JT
THOMA: 24-8129.05

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117

INITIAL SUBMITTAL

GENERAL NOTES, LEGND,

AND ABBREVIATIONS
E-001

GENERAL NOTES

1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, STANDARDS, AND

ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS:

A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2019 CALIFORNIA ELECTRICAL CODE, 2019 CALIFORNIA FIRE CODE, 2019 CALIFORNIA BUILDING CODE, ETC. WITH LOCAL AMENDMENTS AS APPLICABLE.

B. AMERICANS WITH DISABILITIES ACT (ADA).

2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER.

KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.

3. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE CHAPTER 7.

CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND FIXTURES, PANELS, ETC. AS REQUIRED. ALL

ASSEMBLIES TO BE PENETRATED SHALL BE INSTALLED WITH APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCAL AUTHORITY HAVING JURISDICTION.

4. MOUNTING HEIGHTS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
+15" AFF: RECEPTACLES, TELEPHONE, TV & DATA OUTLETS. (MEASURED BOTTOM OF OUTLET BOX) +46" AFF: OUTLET ABOVE COUNTER (MEAUSRED TOP OF OUTLET BOX) +48" AFF: LIGHT SWITCHES. (MEASURED TOP OF OUTLET BOX)
+48" AFF: FIRE ALARM MANUAL PULL STATIONS, T-STATS. (MEASURED TOP OF OUTLET BOX) THE LOWER OF +80" AFF TO BOTTOM OF LENS, OR 6" BELOW CEILING: FIRE ALARM VISUALS.

ELECTRICAL SWITCHES: CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO

CONTROL LIGHT AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM. [CBC 11B-308.1.1] ELECTRICAL RECEPTACLE OUTLETS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM [CBC 11B-308.1.2]

BEFORE ROUGH-IN, VERIFY ALL MOUNTING HEIGHTS AND EXACT LOCATIONS FOR ALL EQUIPMENT ELECTRICAL CONNECTIONS, STUB-UPS, RECEPTACLES, OUTLETS, ETC. WITH ARCHITECT OR OWNER. PLACE DEVICES LOCATED ABOVE COUNTERS, SHELVING, ETC. AND IN BATHROOMS SO AS NOT TO CONFLICT WITH EDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC. ARCHITECTURAL SHEETS SHALL GOVERN.

4. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS

WHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES).

5. EQUIPMENT ANCHORAGE NOTE

ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED OR BRACED TO MEET THE HORIZONTAL AND VERTICAL FORCES PRESCRIBED IN THE 2019 CBC, SECTIONS 1613A AND 1616A AND ASCE 7-10 SECTIONS 13.3, 13.4 & 13.6.

THE ATTACHMENT OF THE FOLLOWING ITEMS SHALL BE DESIGNED TO RESIST THE FORCES PRESCRIBED ABOVE, BUT NEED NOT BE DETAILED ON THE PLANS PER 2019 CBC SECTION 1616A.1.18:

A. FURNITURE(EXCEPT STORAGE CABINETS AS NOTED IN 2019 CBC TABLE 13.5-1) B. TEMPORARY OR MOVABLE EQUIPMENT WITH EXCEPTIONS NOTED IN 2019 CBC SECTION 1616A.1.18 ITEM 2.

C. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN CATEGORIES D, E, OR F THAT MEET ALL OF THE CRITERIA LISTED IN 2019 SECTION 1616A.1.18 ITEM 3.

D. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUPPORTED BY VIBRATION ISOLATORS.

E. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE MECHANICAL/ELECTRICAL ENGINEER.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO RESIST THE FORCES PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.8, 13.6.7, AND 13.6.5.5, ITEM 6, RESPECTIVELY.

THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL COMPLY WITH ONE OF THE OSHPD PRE-APPROVALS WITH AN OPA#, SUCH AS MASON INDUSTRIES (OPA 349), OR ISAT (OPA 485) AS MODIFIED TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D.

COPIES OF THE MANUAL SHALL BE ON THE JOBSITE PRIOR TO STARTING HANGING AND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS.

THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

MECHANICAL SYSTEMS

1. MECHANICAL UNIT CONDUITS: TO PREVENT DAMAGE DUE TO VIBRATION, BOTH POWER AND CONTROL WIRING CONDUITS

FEEDING EXTERIOR MECHANICAL UNITS SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR WITH LIQUID TIGHT

FLEXIBLE TYPE AT FINAL CONNECTION TO UNIT AND BETWEEN ROOF JACK AND DISCONNECT SWITCH WHERE DISCONNECT IS MOUNTED ON UNIT.

2. POWER EXHAUST FANS SHALL BE PROVIDED & INSTALLED BY MECHANICAL CONTRACTOR WITH LINE VOLTAGE WIRING CONNECTIONS MADE BY ELECTRICAL CONTRACTOR.

3. MECHANICAL EQUIPMENT CONTROLS: MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LOW VOLTAGE WIRE AND CONNECTIONS (BELOW 120 VOLT) TO AND FROM ALL MECHANICAL CONTROL DEVICES. ALL LOW VOLTAGE CONTROL WIRE SHALL BE IN CONDUIT, UNLESS OTHERWISE NOTED.

4. PULLROPES: ANY RACEWAY WITHOUT CABLE OR WIRE SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AND LARGER IF REQUIRED BY SERVING UTILITY COMPANY. ANY NEW OR EXISTING COMMUNICATION OR SIGNAL RACEWAY ROUTED

BETWEEN BUILDINGS, SIGNAL CABINETS, AND/OR SIGNAL CLOSETS WITH FUTURE CAPACITY SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AS WELL AS THE CALLED FOR CABLE.

EXISTING BUILDINGS

1. ASBESTOS: IF DURING THE COURSE OF WORK THE CONTRACTOR OBSERVES THE EXISTENCE OF ASBESTOS, OR

ASBESTOS-BEARING MATERIALS, THE CONTRACTOR SHALL IMMEDIATELY TERMINATE FURTHER WORK ON THE PROJECT AND NOTIFY THE OWNER OF THE CONDITION. THE OWNER WILL, AFTER CONSULTATION WITH THE OWNER'S REPRESENTATIVE, DETERMINE A FURTHER COURSE OF ACTION.

2. ANY DEMOLITION WORK SHOWN WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER DOES NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO CAREFULLY EXAMINE THE SITE AND THE CONTRACT DOCUMENTS AND TO PERFORM ALL DEMOLITION AND RECONSTRUCTION WHICH MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

3. EXISTING CONDITIONS: INFORMATION SHOWN FOR EXISTING CONDITIONS WAS PRIMARILY GAINED FROM "AS BUILT" DRAWINGS AND/OR LIMITED FIELD INVESTIGATION. BEFORE BID, VISIT SITE TO VERIFY EXISTING CONDITIONS AND MAKE ALLOWANCE FOR VARIATIONS FROM THAT SHOWN.
4 EXISTING CONDUCTORS: INTERCEPT, EXTEND, REROUTE, REPULL CONDUCTORS, SPLICE AND OTHERWISE MODIFY EXISTING

CONDUCTORS OF ALL SYSTEMS AS REQUIRED TO MAINTAIN AND/OR ESTABLISH PROPER FUNCTION AND SATISFY DESIGN INTENT. REMOVE ABANDONED CONDUCTORS.

5. EXISTING COMMUNICATIONS, DATA AND CATV AND OTHER LOW VOLTAGE TYPE SYSTEM OUTLET LOCATIONS SHOWN ON THE PLAN TO BE RELOCATED SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. MODIFY EXISTING SYSTEM AS REQUIRED FOR FULL FUNCTION (SAME AS EXISTING) IN NEW LOCATION.

6. WHERE EXISTING BUILDING CONSTRUCTION, MECHANICAL UNITS AND OTHER EQUIPMENT IS SHOWN TO BE REMOVED, DISCONNECT AND REMOVE ALL ASSOCIATED ELECTRICAL INSTALLATION.

7. CLOSELY COORDINATE OUTAGE AND FACILITY DISRUPTION TIME WITH ARCHITECT AND OWNER. MINIMUM 72-HOUR NOTICE IS REQUIRED BEFORE ANY CIRCUIT SHUTDOWN OR DISRUPTION OF FACILITY PERSONNEL FUNCTIONING.

ELECTRICAL ROOF PLAN

1. PROVIDE SEALTITE POWER & CONTROL CONNECTIONS TO ALL AC UNITS.

2. ALL EQUIPMENT SHOWN ABOVE ROOF IS NEMA 3R.

3. VERIFY EXACT EQUIPMENT LOCATIONS AND POINTS OF CONNECTION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN.

4. FUSE DISCONNECT SWITCHES PER EQUIPMENT NAMEPLATE RATING.

5. ALL ROOF PENETRATIONS SHALL BE MADE WITH ROOF JACKS, SEAL ALL PENETRATIONS WITH MASTIC.

FIRE ALARM SYSTEM
A. EXISTING FIRE ALARM IS A SILENT NIGHT. FIRE ALARM WILL BE A DEFERRED SUBMITTAL AFTER BUILDING PERMIT IS ISSUED.

APPROVAL AND DEVICES SHOWN ON PLANS ARE FOR REFERENCE ONLY. SUBMIT FULL DESIGN-BUILD SHOP DRAWINGS SHALL

BE PREPARED BY THE CONTRACTOR AND PERMIT APPLICATION TO THE COUNTY BUREAU OF FIRE PREVENTION FOR REVIEW AND APPROVAL OF FIRE ALARM SYSTEM. INCLUDE THE PLAN CHECK NUMBER ON YOUR SUBMITTAL AND ALL CORRESPONDENCE. INSTALLATION OF THE FIRE ALARM SYSTEM SHALL NOT BEGIN UNTIL THE LOCAL FIRE AUTHORITY HAS

APPROVED THE SHOP DRAWINGS

DUCT SMOKE DETECTORD SD
SD

HORN- AUDIBLE DEVICE

VISUAL- VISUAL DEVICE

MANUAL PULL STATION

END OF LINE RESISTOR

HEAT DETECTOR

SMOKE DETECTOR
B
H
BELL
P

AUDIBLE/VISUAL

FLOW SWITCH

TAMPER SWITCH
F
AV
T
H
V
(R)
UC
UG
UON
(TBR)
TYP
NIC
NL
P POLE
MSB
MTTB
(N) NEW

ABBREVIATIONS
AMPERE

AMP FUSE RATING

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AMPERES INTERRUPT CAPACITY

AMP SWITCH RATING

BELOW FINISH GRADE

CIRCUIT BREAKER

CIRCUIT

CONDUIT

EXISTING

ELECTRICAL CONTRACTOR

EXHAUST FAN
CA. ELECTRICAL CODE
(E) IN (N) LOCATION
(E) TO BE (R)

FIRE ALARM

FIRE ALARM CONTROL PANEL

GROUNDING CONDUCTOR

GENERAL CONTRACTOR
GROUND

GALVANIZED RIGID STEEL

MECHANICAL CONTRACTOR

ISOLATED GROUND

GANGED WITH SWITCH

MAIN CIRCUIT BREAKER

LIGHTING

MAIN LUGS ONLY
FUTURE

GROUND FAULT CKT INTERRUPTER
(E) POWER HOMERUN
POWER/COMM.

SINGLE RECEPT.

DUPLEX RECEPT.

DUPLEX- HALF SWITCHED

DOUBLE DUPLEX

SPECIAL CONFIGURATION

DUPLEX- FLOOR OUTLET

LETTER ADJACENT INDICATES

FIXTURE TYPE
A
RECESSED FLUOR.

SURFACE FLUOR.

FLUOR. STRIP UON

TRACK LIGHT

DIRECTIONAL FLOOD

EXIT LIGHT- WALL

EMERGENCY FIXTURE

POLE LIGHT

POLE LIGHT- DECORATIVE

TANDEM-WIRED LAMPS
(ARROW INDICATES DIRECTION)

EXIT LIGHT- CEILING

BOLLARD
FA 2DPST

OCCUPANCY SENSOR

W/THERMAL OVERLOAD

DUAL LEVEL SWITCHING

SWITCHLEG DESIGNATION

PW/PILOT LIGHT

KEY OPERATED
,a
OS
K
3-WAY
4-WAY
DIMMER

TIMER SWITCH
D
T
3 4
MC
MCB
MLO
IG
GWS
LTG
GFI
GND
GRS
G
FACP
GC

CONDUIT STUB (W/MARKER)

VERTICAL CONDUIT RUN

FLEXIBLE CONNECTION

SURFACEMOUNT RACEWAY

SWITCHES
SPST

CONDUIT SEAL

LOW VOLTAGE
LV
(E)
(EXN)
(EXR)
(F)
EC
EF-#
CEC
CKT
C
AS
BFG
CB
NOTE: INTERPRET IN CONTEXT

LIGHT FIXTURES

CEILING SURFACEMOUNT

WALL SURFACEMOUNT

RECESSED DOWNLIGHT

RECESSED WALLWASH
LEGEND

PENDANT MOUNT

NEW POWER HOMERUN
(3 HOTS & NEUT SHOWN)

EXISTING TO REMAIN

CONDUIT/WIRE

ISOLATED GROUND
E
NEW
AFF
AFG
AIC
A
AF

UNDERGROUND

PHONE/DATA COMBO OUTLET

GROUND FAULT CIRCUIT INTERRUPTGFI
MOUNTED ABOVE COUNTER*
MOUNTED ABOVE COUNTER*

FIRE ALARM CONTROL PANEL

REMOTE POWER SUPPLY
RPS
CONDUIT ONLYC.O.

PV PHOTOVOLTAIC

FIRE ALARM

JJUNCTION BOX

MAIN SWITCHBOARD

NOT IN CONTRACT

NIGHT LIGHT

RELOCATE(D)

TO BE REMOVED

TYPICAL

UNDERCABINET

UNDERGROUND

VOLT AMPERES

WATT, WIRE
WEATHERPROOF (NEMA 3R)

UNLESS OTHERWISE NOTED

MAIN TELEPHONE TERMINAL BOARD

FUSIBLE SWITCH
Ø
GROUND
PHASE

TELEPHONE OUTLET

DATA OUTLET

SAFETY DISCONNECT

TELEVISION OUTLET

MISCELLANEOUS

CIRCUIT BREAKER

THERMOSTATT
MOTOR
TV
VOLT V
WP
VA
W

SPEAKER/VISUALSV

INTERMEDIATE DISTRIBUTION FRAMEIDF

MAIN DISTRIBUTION FRAMEMDF

SMOKE/CO DETECTORSDCO

ACCESS POINTAP

DOUBLE DUPLEX, HALF SWITCHED

SHEET LIST

SHEETNAME
E-001ELECTRICAL GENERAL NOTES, LEGEND, AND ABBREVIATION E-011ELECTRICAL SINGLE LINE DIAGRAM
E-101ELECTRICAL ROOF PLAN
E-201ELECTRICAL FIRST FLOOR PLAN
E-202ELECTRICAL SECOND FLOOR PLAN

CONVENTIONS
X
-
1 NUMBERED SHEET NOTES: REFERS TO

NOTES ON SAME SHEET AS REFERENCED
DETAIL REFERENCE:
-DETAIL DESIGNATION
-SHEET NUMBER REFERENCE
UNIT
#

HVAC EQUIPMENT NEW TAG PER

MECHANICAL PLANS
(AC-X)EXISTING UNIT TAG

RRM IS A CALIFORNIA CORPORATION
EXPIRES: 09/30/26
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EXPIRES: 09/30/26
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NOT FORCONSTRUCTIONNOT FORCONSTRUCTION
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PLAN CHECK RE-SUBMITTAL
AUGUST 25, 2025
16 rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

EXPIRES: 09/30/26
E
RE
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NO. 20823EL
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HOM
N
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ORPD
NA
OI
EF
SS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
5/09/25
1806-03-PS24
TR/CJ
CJ
CJ/JT
THOMA: 24-8129.05

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117

INITIAL SUBMITTAL

SINGLE LINE DIAGRAM
E-011

SINGLELINE DIAGRAM
############E-011
1 (E) MAIN SWITCHBOARD "MSB"
1600A, 480/277V, 3ɸ, 4W
MM
TO SCE

PAD-MOUNTED

TRANSFORMER
600A
3P
600A
3P
(E) DBD1
600A, 480/277V, 3ɸ, 4W
200A
3P
100A
3P
HD1B
PANEL
HD1A
PANEL
400A
3P
(E) T1
225KVA
480-208Y/120V,
3ɸ, 4W
100A
3P
(E) T2
45KVA
480-240V,
3ɸ, 3W
(E) DBD2
600A, 208Y/120V, 3ɸ, 4W
100A
3P
125A
3P
LD1A
PANEL
100A
3P
LD1D
PANEL
125A
3P
LD1C
PANEL
90A
3P
LD1B
PANEL
30A
3P
COMP
AC
COMP
AC

ISO XFMR
45KVA
240-208Y/120V,
3ɸ, 4W

AC DISCONNECT
125A
(E) BD
600A, 480/277V, 3ɸ, 4W
200A
3P
200A
3P
HB
PANEL
HA
PANEL
400A
3P
(E) T1
150KVA
480-120/208V,
3ɸ, 4W
(E) DB2
600A, 208Y/120V, 3ɸ, 4W
100A
3P
100A
3P
LA
PANEL
60A
3P
LE
PANEL
100A
3P
LC
PANEL
100A
3P
CP1
PANEL
90A
3P
LB
PANEL
CP2
PANEL
(E) HM
100A, 480/277V
, 3ɸ, 4W
M
30A
3P
(E) TD
15KVA
480-120/240V,
3ɸ, 4W
PANEL
HPD
50A
3P
METER #
259000-044522

FIRST FLOOR
METER #
259000-094069
2ND FLOOR
METER #
256000-086626
METER #
256000-060253
100AS
100AF
PANEL
HLD
480/277V, 3ɸ, 4W
M

FROM SCE
100A
3P
LD
PANEL
600A
3P
PANEL
CP
125A
3P
400AS
400AF
(E) PV PANEL
400A, 480/277V, 3ɸ, 4W
100A
3P
100A
3P
INV1INV2
15A
3P
100A
3P
INV3
G
65KAIC
3P
1200A
ATS1
600A, 480V
AT2
600A, 480V
GCP
PANEL
METER LABELLED HEWLETT PACKARD, SUITE "A". ASSUMED
THAT THIS IS THE PV VIRTUAL METERING.

SOLAR AT CARPORT
(E) (E)
AC-13

CONNECTED

TO THIS PANEL
AC-11

CONNECTED

TO THIS PANEL

RRM IS A CALIFORNIA CORPORATION
EXPIRES: 09/30/26
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NA
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EXPIRES: 09/30/26
THOMA: 24-8129.05
EXPIRES: 09/30/26
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NOT FORCONSTRUCTIONNOT FORCONSTRUCTION
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1 NO.REVISIONDATE
1PLANCHECK RESPONSE 1 8/15/2025

PLAN CHECK RE-SUBMITTAL
AUGUST 25, 2025
17 PF
1 1
AA
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
BB
CC
DD
EE
FF
GG
CD
AC-14
20A
480V
CP2-3,5
50A
208V
CP2-4,6
50A
208V
AC-18
30A
480V
AC-20
LD-1,3
20A
208V
AC-16
HB-14,16,18
20A
480V
AC-15
HA-31,33,35
30A
480V
HD1A-19,21,23
AC-17
HA-32,34,36
30A
480VEF-2
LB-41
EF-3
LD1A-34
AC-12
HD1A-26,28,30
20A
480V
460V, 3ɸ
42 MCA
45A
AC-10
HA-26,28,30
30A
480V
AC-7
HD1A-14,16,18
30A
480V
AC-4
LB-5,7
30A
208V
LB-13,15
40A
208V
AC-6
AC-2
LB-9,11
30A
208V
HD1A-37,39,41
20A
480V
CU-3
EF-1
LB-39
AC-8
LB-1,3
20A
208V
AC-9
HA-37,39,41
30A
480V
AC-5
HD1A-20,22,24
20A
480V
AC-3
HA-25,27,29
20A
480V
AC-1
HA-19,21,23
20A
480V
CU-1
HD1A-31,33,35
20A
480V
HD1A-32,34,36
20A
480V
CU-2

STUB UP
LB-17

UNLABELED
-OFF-
OUT OF

COMISSION

STUB UP
LB-17

PHOTOCELL
PC

PHOTOCELL
PC
(N)
(AC-13)
(AC-11)
HA-20,22,24
460V, 3ɸ

4.6 FLA,

5.6 MCA
460V, 3ɸ
52 MCA
60A
460V, 3ɸ

5.2 FLA,

6.5MCA
PHP
11 PE
11 (E)
(E)
(E)
(E)
(E)
(E)
(E) (E) (E) (E) (E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)
(E) (E)
(E)
(E)
(E)
(E)
(E)
1 2
PHP
13 (N)
PE
13 3
4 6
6 7
7 7
7 SDD
5 SDD
5 J
J
8 8
CU-4
LD1C-9,11
30A
208V

STUB UP
LD-9
rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

EXPIRES: 09/30/26
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NO. 20823EL
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ORPD
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L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
5/09/25
1806-03-PS24
TR/CJ
CJ
CJ/JT
THOMA: 24-8129.05

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117

INITIAL SUBMITTAL

ELECTRICAL ROOF PLAN
E-101

ELECTRICAL ROOF PLAN
1/8" = 1'-0"E-101
1 REFERENCE NOTES

1.AC-11 – EXISTING CONDITIONS AND UPGRADE:
*AC-11 IS CURRENTLY CONNECTED TO PANEL HA ON THE SECOND FLOOR VIA AN EXISTING 3/4" HOMERUN CONDUIT SHARED WITH
ANOTHER 3-PHASE CIRCUIT.
*EXISTING WIRING CONSISTS OF (6)#10 CONDUCTORS + #10 CU GROUND.
*THE CONDUIT RUNS TO AN EXISTING J-BOX ABOVE THE CEILING, THEN SPLITS INTO A DEDICATED CONDUIT RUNNING UP THROUGH THE ROOF. *A 3/4" CONDUIT PENETRATES THE ROOF AND TERMINATES IN AN LB FITTING WITH SEAL-TIGHT CONDUIT CONNECTED TO THE DISCONNECT. *REPLACE THE EXISTING 480V, 30A, 3P, NEMA 3R DISCONNECT WITH A NEW 480V, 60A, 3P, NEMA 3R DISCONNECT.
*FIELD-LOCATE AND RE-USE THE EXISTING ROOF PENETRATION.

2.AC-11 – ELECTRICAL UPGRADE:
*REMOVE THE EXISTING (3)#10 CONDUCTORS FROM AC-11.
*INSTALL A NEW HOMERUN TO PANEL HA USING 3/4" CONDUIT WITH (3)#8 AND (1)#10 CU GROUND.
*REPLACE THE EXISTING 30A, 3-POLE BREAKER IN PANEL HA WITH A NEW 480V, 50A, 3-POLE BREAKER, MATCHING THE PANEL RATING AND VOLTAGE REQUIREMENTS.

3.AC-13 – EXISTING CONDITIONS:
*AC-13 IS CONNECTED TO PANEL HD1A ON THE FIRST FLOOR VIA A DEDICATED 3/4" CONDUIT CONTAINING (3)#8 AND (1)#10 CU GROUND. *THE CONDUIT PENETRATES THE ROOF INTO AN LB FITTING.
*FIELD-LOCATE AND RE-USE THE EXISTING ROOF PENETRATION. *REPLACE THE EXISTING 480V, 40A, 3P, NEMA 3R DISCONNECT WITH A NEW 480V, 60A, 3P, NEMA 3R DISCONNECT.

4. AC-13 – CONDUIT AND CONDUCTOR UPGRADE:
*THE EXISTING 3/4" CONDUIT IS UNDERSIZED FOR THE NEW
CONDUCTOR REQUIREMENTS.
*ABANDON AND REMOVE THE EXISTING 3/4" CONDUIT AND DISCONNECT THE CONDUCTORS.
*PROVIDE A NEW 1" CONDUIT HOMERUN WITH (3)#6 AND (1)#8 CU GROUND.
*RE-USE ONE OF THE EXISTING #8 CONDUCTORS AS THE GROUND, WHERE CODE-COMPLIANT.
*PROVIDE A NEW ROOF PENETRATION AS REQUIRED FOR CONDUIT ROUTING.
*REPLACE THE EXISTING 40A, 3-POLE BREAKER IN PANEL HD1A WITH A NEW 480V, 60A, 3-POLE BREAKER, MATCHING THE PANEL RATING AND VOLTAGE REQUIREMENTS.

5. PROVIDE FIRE ALARM CONNECTION TO NEW SMOKE DUCT DETECTOR PER MECHANICAL PLANS. CONNECT TO EXISTING FIRE ALARM SYSTEM.

6. NEW POWER EXHAUST HAS AN INTEGRAL DISCONNECT. PROVIDE SEPARATE CONNECTION FOR NEW AC UNIT.

7. PROPOSED DISCONNECT SHOWN IS FOR REFERENCE ONLY.

COORDINATE WITH UNIT EQUIPMENT FOR EXACT LOCAITON PRIOR TO ROUGH-IN.

8. PROVIDE WP JUNCTION BOX AND 3/4"CONDUIT WITH PULL STRING

DOWN TO SECOND FLOOR ACCESSIBLE CEILING SPACE FOR FUTURE BUILDING ENERGY MANAGEMENT SYSTEM CONTROL WIRING.

RRM IS A CALIFORNIA CORPORATION
EXPIRES: 09/30/26
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EXPIRES: 09/30/26
THOMA: 24-8129.05
EXPIRES: 09/30/26
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NOT FORCONSTRUCTIONNOT FORCONSTRUCTION
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PLAN CHECK RE-SUBMITTAL
AUGUST 25, 2025
18 REF.

UP
UP
UP
1 1
AA
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
BB
CC
DD
EE
FF
GG
ELEC. PANELS
ELEC. PANELS
SHOWER
SHOWER

LOCKERS

PLANNING &

BUILDING LOBBY

OPEN OFFICE
OFFICE
OFFICE
OFFICE
OFFICE

COORIDOR
MEN
WOMEN
LOBBY

RECEPTION

STORAGE

OPEN OFFICE

OFFICEOFFICEOFFICE

OFFICEOFFICE
OFFICE
BREAK RM.

OFFICE

OPEN OFFICE

OFFICE OFFICE OFFICE
OFFICE

OFFICE OFFICE OFFICE

OPEN OFFICE

CONFERENCE

BREAK AREA
OFFICE
OFFICE
OFFICE
HALL
STOR.

CLO.

LOBBY

COUNCIL CHAMBERS
SERVER STOR.

SERVER RM.

ELECTRICAL

VESTIBULE

CONFERENCE
CLO.

STORAGE

CORRIDOR

COPY / PRINT
OFFICE

OFFICE ARMORY

BREAK ROOM

CONFERENCE
OFFICE

OFFICE OFFICE

STORAGE

WAREHOUSE
ELEC. / STORAGE
STAIR
STAIR
CLO.

CLO.

OFFICE
ELEC. PANELS
W.H

ELECTRICAL
'DB2'
PANEL
'CP'
(CPE)
PANEL
'HD1A'
XFMR
'T2'
PANEL
'DBD2'
XFMR
'T1'
PANEL
'DBD1'
'BD'
'LE'

XFMR 'TD'
"ATS1"
"ATS2"
'LD1A'
'LD1C'
"MSB"
XFMR 'T1'

HOUSE METER

GENERATOR DISTRIBUTION

PANEL 'GDP'
'HPD'
'HLD'

SERVICE DISCONNECT
'LD1D'
'LD1B'

PHOTOVOLTAIC AC PANELSOLAR

DISCONNECT

SOLAR METER
rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

EXPIRES: 09/30/26
E
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NO. 20823EL
TS
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NA
OI
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SS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
5/09/25
1806-03-PS24
TR/CJ
CJ
CJ/JT
THOMA: 24-8129.05

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117

INITIAL SUBMITTAL

ELECTRICAL FIRST

FLOOR PLAN
E-201

ELECTRICAL FIRST FLOOR PLAN
1/8" = 1'-0"E-201
1 REFERENCE NOTES

1. PANEL HD1A CIRCUIT 19/21/23 FEED EXISTING ROOF MOUNTED AC-13.

REPLACE THE EXISTING 40A, 3-POLE BREAKER WITH NEW 480V, 60A, 3-POLE BREAKER, MATCHING THE PANEL RATING AND VOLTAGE
REQUIRMENTS. EXISTING PANEL AND BREAKER IS SQUARE D COMPANY. 1 CONSULTANT
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION
EXPIRES: 09/30/26
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NA
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EXPIRES: 09/30/26
THOMA: 24-8129.05
EXPIRES: 09/30/26
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NOT FORCONSTRUCTIONNOT FORCONSTRUCTION
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PLAN CHECK RE-SUBMITTAL
AUGUST 25, 2025
19 REF.

PF
REF.
1 1
AA
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
BB
CC
DD
EE
FF
GG
W.H
DMB
W.

ELEC. PANELS

ELECTRICAL PANELS
ELEC. PANELS

CONFERENCE
SERVER
OFFICE
OFFICE
OFFICE

RECEPTION
LOBBY
MEN
WOMEN

COPY/PRINT

OFFICEOFFICEOFFICEOFFICEOFFICEOFFICEOFFICE

CONFERENCE

OPEN OFFICE
OFFICE
OFFICE
OFFICE
OFFICE

CONFERENCE

OFFICEOFFICE OFFICE
OFFICE
OFFICE
OFFICE
OFFICE

CONFERENCE
OFFICE
OFFICE
OFFICE
BREAK
OFFICE
OFFICE

OPEN OFFICE

FILE STORAGE

OPEN OFFICE
'LA' 'LB'
'CP'
'LC'
'LD'
'HA'
'HB'
1 2
'FACP'
rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

EXPIRES: 09/30/26
E
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M.

E
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NO. 20823EL
TS
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EJ F
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HOM
N
A

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ORPD
NA
OI
EF
SS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
5/09/25
1806-03-PS24
TR/CJ
CJ
CJ/JT
THOMA: 24-8129.05

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117

INITIAL SUBMITTAL

ELECTRICAL SECOND

FLOOR PLAN
E-202

ELECTRICAL SECOND FLOOR PLAN
1/8" = 1'-0"E-202
1 REFERENCE NOTES

1. EXISTING PANEL HA CIRCUIT 20/22/24 FEED EXISTING ROOF MOUNTED AC-11. REPLACE THE EXISTING 30A, 3-POLE BREAKER WITH NEW 480V, 50A, 3-POLE BREAKER, MATCHING THE PANEL RATING AND VOLTAGE REQUIRMENTS. EXISTING PANEL AND BREAKER IS SQUARE D COMPANY.

2. EXISITING FIRE ALARM SYSTEM. PROVIDE FIRE ALARM CONNECTION TO NEW SMOKE DUCT DETECTORS PER MECHANICAL PLANS.

RRM IS A CALIFORNIA CORPORATION
EXPIRES: 09/30/26
E
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E
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NO. 20823EL
TS
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NA
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EXPIRES: 09/30/26
THOMA: 24-8129.05
EXPIRES: 09/30/26
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NOT FORCONSTRUCTIONNOT FORCONSTRUCTION
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PLAN CHECK RE-SUBMITTAL
AUGUST 25, 2025
20

Goleta City CouncilSeptember 16, 2025

Goleta City Council
September 16, 2025