Agenda packet — Santa Ana City Council, November 21, 2023 (part 10 of 11)

5.9 TYPE G - SLIDING W/

FIXED BOTTOM
8' - 0" 7' - 9" CASEMENT GL
6 TYPE H - SINGLE FIXED 4' - 5" 1' - 0" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.1 TYPE H - SINGLE FIXED 1' - 6" 6' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.2 TYPE H - SINGLE FIXED 2' - 0" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.3 TYPE H - SINGLE FIXED 2' - 6" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.4 TYPE H - SINGLE FIXED 3' - 0" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.5 TYPE H - SINGLE FIXED 3' - 6" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.6 TYPE H - SINGLE FIXED 4' - 0" 2' - 0" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.7 TYPE H - SINGLE FIXED 4' - 6" 1' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.8 TYPE H - SINGLE FIXED 4' - 6" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.9 TYPE H - SINGLE FIXED 6' - 0" 2' - 0" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.10 TYPE H - SINGLE FIXED 7' - 6" 2' - 0" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6 Grand total: 721
A. PROVIDE TEMPERED GLAZING PER CBC 2406.4:

1. WITHIN 24" OF A DOORWAY AND LESS THAN 60" ABOVE A WALKWAY SHALL BE SAFETY GLAZING.

2. WITHIN 60" VERTICALLY AND 36" HORIZONTALLY OF STAIRWAYS AND LANDINGS.

3. ALL GLAZING LESS THAN 60" ABOVE A SHOWER OR TUB FLOOR AND WITHIN 60" HORIZONTALLY FROM FIXTURE'S WATER EDGE.

B. MAXIMUM REACH FOR WINDOW LOCKS ALLOWED FOR A PARALLEL APPROACH IS 54".

C. CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING WINDOW FRAME UNITS, SCHEDULED FOR NEW WINDOWS, LOUVRES, PANELS ETC.

GENERAL NOTE
Date Issues / Revisions:

City Council 33 – 119 11/21/2023
9'-2 1/2" 7'-10" 2'-6" 14'-7 1/2" 6'-2" 5'-9"
3'-6" 10'-0"

GLASS PANEL
8'-1"
1'-6"
15'-0"
46'-1"
EQ EQ
14'-0" 14'-0" 2'-6" 15'-2" 12'-2 3/4"
3'-6" 10'-0"

GLASS PANEL
15'-0"
57'-10 3/4"
3' - 6" 10' - 0"
8' - 1" 1' - 11" 3' - 6" 1' - 6"
4' - 7" 6' - 3"
10' - 10"
15' - 0"
1' - 6"
15' - 0"
3' - 1" 3' - 2"
1' - 11" 3' - 5" 1' - 7"
6' - 3" 2' - 6" 14' - 1"
22' - 10"
10'-5" 9'-1"
5'-11" 3'-0"
2' - 4 1/4"
24' - 4 1/4"
1'-6" 3'-6" 2'-0"
2'-6"
18'-10" 3'-3"
1'-6" 3'-6"
1'-11" 3'-6" 1'-6"
22'-1"
3'-3" 2'-0 1/2" 3'-3" 18'-10"
27'-4 1/2"
1'-6" 3'-6" 1'-11"
18'-10" 3'-3"
1'-6" 3'-6"
1'-11" 3'-6" 1'-6"
22'-1"
1'-6" 3'-6" 1'-11"
5'-11" 5'-10" 3'-2" 9'-11" 3'-0"
27'-10"
EQ EQ
26'-3 1/4"
5'-0 1/2" 6' - 2" 5'-0 1/4" 5'-0 1/4" 5'-0 1/4"
3'-6" 1'-6"
EQ EQ

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

STOREFRONT

SCHEDULES
A6.41
1/4" = 1'-0" 1
S-1
1/4" = 1'-0" 2
S-2
1/4" = 1'-0" 3
S-3
1/4" = 1'-0" 4
S-4
1/4" = 1'-0" 5
S-5
1/4" = 1'-0" 6
S-6
1/4" = 1'-0" 7
S-7
1/4" = 1'-0" 8
S-8
1/4" = 1'-0" 9
1/4" = 1'-0" 10 S-9 S-10
Date Issues / Revisions:

City Council 33 – 120 11/21/2023
10'-4 3/4" 10'-4 3/4" 10'-4 3/4" 2'-6" 10'-3" 10'-3" 2'-6" 14'-11 1/2" 1'-6" 3'-6" 10'-0"
71'-8"
15'-0"
3'-5 1/2" 3'-4 1/2" 6'-2" 3'-4 3/4" 3'-5 1/2"
EQ EQ
8'-2"
19'-10 1/4"
8' - 0"
16' - 0 217/256"
4'-0 1/4" 4'-0 1/4" 4'-0 1/4" 4'-0 1/4"
5'-1" 4'-7" 9'-8"
13'-6"
28'-0"

EQ EQ EQ EQ EQ EQ
4'-6" 6'-6"
11'-0"
14'-8"
4' - 9" 0' - 6"
14' - 6"
3' - 3" 6' - 3"
1' - 7" 7' - 8"
EQ EQ
9' - 6"
4'-3" 4'-3" 4'-3"
12'-9 1/4"
4'-8" 6'-6"
15'-0"
3'-10"
3'-0"
8'-2"

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

Drawn:

Checked:

STOREFRONT

SCHEDULES
A6.42
1/4" = 1'-0" 1
S-11
1/4" = 1'-0" 2
S-12
1/4" = 1'-0" 4
S-13
1/4" = 1'-0" 3
S-14
1/4" = 1'-0" 5
S-16
1/4" = 1'-0" 6
S-17
1/4" = 1'-0" 8
S-18
1/4" = 1'-0" 7
S-19
A.F.F
A.F.F
Date Issues / Revisions:

City Council 33 – 121 11/21/2023

1. ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPES, CONDUITS, CONTROLS AND DUCTWORK WITH A MINIMUM OF CUTTING. SHAFT WALLS

SHALL BE PROVIDED WITH NECESSARY FRAMES, BRACING, AND SEALANT AROUND THE OPENING.

2. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACE WILL BE FLUSH. IF

STRUCTURAL PANELS ARE REQUIRED ON A WALL PLANE, THE ENTIRE WALL PLANE SHALL BE FURRED OR FINISHED FLUSH.

3. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND

SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS,

TOILET ACCESSORIES, PARTITIONS, AND OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISC.. EQUIPMENT

4. AT A MIN. FIRE AND DRAFT STOPS SHALL BE PROVIDED THROUGHOUT AS REQUIRED PER CURRENT BUILDING CODES. SEE NOTES THIS SHEET.

5. AT A MIN. FIRE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED ASSEMBLIES IN COMPLIANCE WITH CURRENT BUILDING CODES. SEE NOTES THIS SHEET.

6. PLASTIC PIPE PENETRATION IN ACOUSTICAL PARTY FLOOR-CEILING OR WALL ASSEMBLIES ARE PROHIBITED (UNLESS ALLOWED BY LISTED ASSEMBLY.) PLASTIC PIPES AND PLASTIC BOXES (EXCEPT UL FIRE RATED BOXES) SHALL NOT PENETRATE FIRE RATED WALLS, FLOORS, CEILINGS.

NEC 300.21, CBC 714.

7. FURNISH AND INSTALL ACCESS DOORS, FIRE DAMPERS, ETC. IN CEILING AND WALL

CONSTRUCTION LOCATED AS REQUIRED BY INSTALLATION OF MECHANICAL, PLUMBING, AND ELECTRICAL WORK AND AS APPROVED BY THE ARCHITECT. PROVIDE REQUIRED FIRE RATED ASSEMBLIES IN FIRE RATED WALLS AND CEILINGS.

8. CONTACT BETWEEN DISSIMILAR METALS SHALL BE PROTECTED AT ALL LOCATIONS W/

UNDERLAYMENT, BITUMINOUS PAINT, NEOPRENE WASHERS OR ANOTHER NON-CONDUCTING MATERIAL.

9. PROVIDE INSULATION PER SCHEDULE AND CONFORMING TO ASTM C 665-98 TYPE III- BLANKETS W/ A REFLECTIVE VAPOR-RETARDED ON PRINCIPAL SIDE. FIRE RESISTANCE RATED WHERE EXPOSED IN THE EXTERIOR WALL OR AT THE CEILING PLENUM.

10. ROOFING SYSTEM SHALL BEAR U.L. LISTING AS A CLASS "A" SYSTEM. ALL MANUFACTURED MATERIALS USED SHALL BEAR THE APPROPRIATE U.L. LABEL.

11. CONTRACTOR SHALL PROVIDE ALL CONCRETE HOUSEKEEPING PADS FOR MECHANICAL AND ELECTRICAL EQUIPMENT, AS REQUIRED.

12. ALL CONSTRUCTION SHALL COMPLY WITH ACOUSTICAL REQUIREMENTS NOTED ON THIS

SHEET AND ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS UNIT TO UNIT WALL AND FLOOR/CEILING ASSEMBLIES SHALL MEET A MINIMUM STC AND IIC SOUND RATING OF 50.

REFERENCE INDIVIDUAL WALL AND FLOOR CEILING ASSEMBLIES NOTED IN THESE DRAWINGS.

13. ALL ROOF PIPE PENETRATIONS TO BE ROUND.

1. PARTY WALL AND DIVISION WALL FRAMING REQUIREMENTS:

A. STUDS SHALL NOT OVERRIDE PLATES OF PARTY OR DIVISION WALLS. KNOT HOLES, WARPED

LUMBER, SPLINTERED WOOD, SPLICES, CHIPS AND SAWCUTS SHALL NOT BE PERMITTED AT VERTICAL OR HORIZONTAL PARTY WALL CONNECTIONS.

B. FRAMING AT BUILT-UP CORNERS AND JOISTS TO WALL CONNECTIONS ALONG PARTY WALLS SHALL FIT TIGHTLY WITHOUT AIR GAPS. SPECIAL CARE SHALL BE TAKEN SO THAT DRY WALL NAILER BLOCKING MEETS THIS CONDITION BETWEEN JOISTS.

C. CONCRETE POUR MATERIAL SHALL NOT FLOW ONTO PARTY WALL SOLE PLATES. CONCRETE SHALL NOT BE POURED ONTO OR INTO PARTY WALL SEPARATION CAVITIES BETWEEN PLATES.

D. REFER TO INSULATION SCHEDULE FOR ACOUSTIC INSULATION REQUIREMENTS. ALL WALL INSULATION SHALL BE SNUGLY FITTED AND/OR STAPLED BETWEEN STUDS.

E. GYPSUM WALLBOARD SHALL CONTINUE TO THE ROOF LINE ON ONE SIDE OF THE WALL TO AVOID FLANKING OF SOUND THROUGH THE ATTIC SPACE. GYPSUM WALLBOARD SHALL BE INSTALLED TO MAINTAIN A 1/4" GAP AT ALL PARTY OR DIVISION WALL PERIMETERS AND FILL THE GAP WITH PERMANENTLY NON-HARDENING FIRE RATED ACOUSTICAL SEALANT IN TUBE.

F. WHERE TWO LAYERS OF GYPSUM WALLBOARD ARE REQUIRED ON ONE SIDE OF A COMMON WALL,

THE JOINTS BETWEEN THE SECOND LAYER OF WALLBOARD MUST BE STAGGERED WITH RESPECT TO THE JOINTS OF THE FIRST LAYER. I.E., THE JOINTS MUST NOT OVERLAP.

G. NO MATERIALS SHALL BE ALLOWED IN THE AIR SPACE BETWEEN THE DOUBLE STUD ASSEMBLY AT DEMISING WALLS. NO GUSSETS ACROSS THE STUDS THAT ARE STEEL, WOOD OR ANY OTHER HARD MATERIAL.

H. THE ATTACHMENT OF THE GYPSUM BOARD TO THE STUDS, RESILIENT CHANNEL OR ANY OTHER SURFACE MUST USE THE MINIMUM NUMBER OF SCREWS. SCREWS THAT ARE NOT REQUIRED SHOULD BE REMOVED.

2. FLOOR/CEILING REQUIREMENTS:

A. REFER TO INSULATION SCHEDULE FOR ACOUSTIC INSULATION REQUIREMENTS. ALL FLOOR/CEILING INSULATION SHALL BE SNUGLY FITTED AND/OR STAPLED BETWEEN JOISTS.

B. GYPSUM WALLBOARD AT FLOOR CEILING ASSEMBLIES SHALL BE INSTALLED TO MAINTAIN A 1/4" GAP AT PERIMETERS. FILL GAP WITH PERMANENTLY NON-HARDENING FIRE RATED ACOUSTICAL SEALANT IN TUBE.

C. SEALANT FOR ALL FLOOR/CEILING ASSEMBLIES SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS.

D. RESILIENT CHANNELS(WHERE USED)SHALL NOT BE OVERLAPPED OR BUTTED AGAINST EACH OTHER OR TO A WALL.

E. WALLS SHALL BE INSTALLED BEFORE THE RESILIENT CHANNELS TO ENSURE THAT THE CHANNELS

REMAIN TO THE OUTSIDE OF THE WALL TO ALLOW THE CEILING TO 'FLOAT' OR MOVE VERTICALLY WITHOUT HINDRANCE.

3. SEALANT:

A. THE INTENT OF THESE RECOMMENDATIONS IS TO INSURE THAT AN AIR TIGHT COMMON PARTITION CONSTRUCTION IS MAINTAINED. A 1 SQ. IN. HOLE, CRACK OR GAP IN A 100 SQ. FT. WALL WILL REDUCE THE STC RATING BY 10 POINTS AS COMPARED TO THE SAME WALL WITH AN AIR TIGHT CONSTRUCTION.

THUS, THE IMPORTANCE OF PERFORMING CAULKING AND SEALING COMPLETELY AND PRECISELY CANNOT BE OVEREMPHASIZED.

B. ACOUSTICAL SEALANT SHALL BE NON-SKINNING, NON-HARDENING, PERMANENTLY FLEXIBLE SEALANT SPECIFICALLY DESIGNED FOR SEALING GYPSUM WALLBOARD (ASTM C919). SEALANT SHALL BE CAPABLE OF SPANNING 1/2" WIDE BY 3/8" DEEP GAPS. ACCEPTABLE PRODUCTS INCLUDE; TREMCO OR USG SEALANT (OR APPROVED EQUAL). SEALANT SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS.

C. IF MULTIPLE LAYERS OF WALLBOARD ARE APPLIED TO A WALL SURFACE. THE GAP AT THE

PERIMETER MUST BE INSTALLED AT EACH LAYER, BUT SEALANT IS ONLY REQUIRED AT THE OUTER LAYER.

D. AT ALL PENETRATIONS IN COMMON WALLS OR COMMON CEILINGS FOR SUCH ITEMS AS ELECTRICAL BOXES, LIGHT FIXTURES, PLUMBING LINES, ETC.., LEAVE A 3/16" TO 1/4" GAP IN THE WALLBOARD AROUND THE FIXTURE AND THEN FILL THE GAP ACOUSTICAL SEALANT. IN ADDITION, THE BACKS OF

ALL ELECTRICAL BOXES, TELEPHONE BOXES, MEDICINE CABINETS, AND OTHER THIN WALLED ITEMS

INSET INTO A COMMON WALL MUST BE COVERED WITH AN AIRTIGHT GYPSUM WALLBOARD HOUSING OR WITH HEAVY MASTIC MATERIAL SUCH AS LOWRY PADS.

4. RESILIENT CHANNEL ASSEMBLIES:

A. RESILIENT CHANNELS SHALL BE CLARK DIETRICH RCSD, NO SUBSTITUTIONS. USE THE LIGHTEST

GAUGE CHANNELS ALLOWABLE, HOWEVER PRIMARY CONSIDERATION SHALL BE TO BOTH STRUCTURAL AND FIRE RESISTIVE REQUIREMENTS. DO NOT USE "DOUBLE-LEG" RESILIENT CHANNELS.

CONTRACTOR SHALL CLEARLY MARK JOIST LOCATIONS SUCH THAT SCREWING PATTERNS CAN BE SHOWN TO NOT INTERSECT JOIST LOCATIONS.

B. ATTACHING CHANNELS: ORIENT CHANNELS PERPENDICULAR TO FRAMING AND WITH FLANGES FACING IN ONLY ONE DIRECTION. ATTACH CHANNELS AT SPACINGS AND WITH FASTENERS DENOTED IN THE FIRE TEST ASSEMBLY. USE THE PRE-DRILLED MOUNTING HOLES IN THE CHANNELS FOR ATTACHMENT TO THE STUDS OR JOISTS. LOCATE CHANNELS A MAXIMUM OF 3" AND HOLD BACK ENDS 1/2" FROM INTERSECTING SURFACES. PROVIDE SUFFICIENT FRAMING SO CHANNELS ARE NOT CANTILEVERED GREATER THAN 6". CHANNELS MUST NOT CROSS EACH OTHER UNDER ANY CIRCUMSTANCE. CHANNELS MAY ONLY BE OVERLAPPED AT SPLICES. SPLICE CHANNELS ONLY AT FRAMING WITH A MAXIMUM OVERLAP OF 1.5" AND SCREW ATTACH THROUGH BOTH FLANGES.

C. ATTACHING GYPSUM WALLBOARD: APPLY GYPSUM WALLBOARD AT A MAXIMUM PRACTICAL LENGTH WITH THE LONG EDGE PARALLEL WITH AND CENTERED ON CHANNELS. FASTEN GYPSUM WALLBOARD AT SPACINGS AND WITH FASTENERS DENOTED IN THE FIRE TEST ASSEMBLY. NAILING RESILIENT CHANNELS IS NOT PERMITTED. FASTENERS SHALL ONLY BE ATTACHED TO THE CHANNELS AND NOT THE FRAMING. INSTALL GYPSUM WALLBOARD TO ALLOW FOR A 1/4" GAP FROM INTERSECTING SURFACES. WHEN CONSTRUCTION OF MULTIPLE LAYERS OF GYPSUM WALLBOARD IS INDICATED, APPLY THE FACE LAYER WITH THE LONG EDGE JOINTS OFFSET BY 24" AND THE SHORT EDGE JOINTS OFFSET BY 48" FROM THE BASE LAYER. ADDITIONALLY, OFFSET THE FACE LAYER SCREW PATTERN 6" FROM THE BASE LAYERS SCREWS ALONG THE CHANNELS.

D. SEALANT: SEAL ALL PERIMETER JOINTS OF RESILIENT ASSEMBLIES AIRTIGHT WITH APPROVED ACOUSTICAL SEALANT.

E. BASEBOARD AND TRIM: DO NOT RIGIDLY ATTACH BASEBOARD OR OTHER FINISH TRIM TO UNDERLYING FRAMING THROUGH RESILIENT ASSEMBLIES. SCREW ATTACH BASEBOARD OR OTHER FINISH TRIM TO RESILIENT CHANNELS. ADHERING FINISH TRIM IS AN ACCEPTABLE ALTERNATIVE.

F. CONTRACTOR SHALL CLEARLY MARK JOIST LOCATIONS SUCH THAT SCREWING PATTERNS CAN BE SHOWN TO NOT INTERSECT JOIST LOCATIONS.

5. PLUMBING:

A. IN ORDER TO MINIMIZE OR ELIMINATE FLOW NOISE AT ALL WATER, WASTE, DRAIN AND REFRIGERANT PIPING CONTRACTOR IS TO PROVIDE VIBRATION ISOLATION. i) SUPPLY PIPING 1" DIAMETER OR SMALLER SHALL BE INSTALLED WITH ISOLATOR HOLDERS AND GUIDES.
ii) SUPPLY AND WASTE PIPING MORE THAN 1" IN DIAMETER SHALL BE INSTALLED WITH PILE ISOLATORS iv) REFRIGERANT LINES SHALL BE ISOLATED BY INSULATING THE ENTIRE LENGTH OF THE LINE WITH A MINIMUM OF 1/2" "ARMAFLEX" (OR APPROVED EQUAL). PLACE CLAMPS OVER THE INSULATION WHEN

ATTACHING TO THE STRUCTURE SO THAT THERE IS NO DIRECT CONTACT BETWEEN THE PIPING AND THE STRUCTURE. MAINTAIN A 2" CLEARANCE BETWEEN THE REFRIGERANT LINES AND THE GYPSUM WALLBOARD.

B. PIPING THROUGH BEDROOMS, LIVING ROOMS AND DINING ROOMS SHALL BE INSTALLED TO MAINTAIN A 2" MINIMUM CLEARANCE FROM GYPSUM WALLBOARD. SUPPLY PIPING ROUTED DIRECTLY ACROSS PARTY WALLS SHALL NOT BE PERMITTED. IN NO CASE SHALL THE PLUMBING PIPING OF ONE DWELLING UNIT BE CLOSER THAN 1" FROM ANOTHER DWELLING UNIT.

C. AT A MIN. PROVIDE PIPING SUPPORT PER PLUMBING CODE (SEE PLUMBING DRAWINGS). THE

PLUMBING PIPING, PIPE CONNECTIONS, PIPE HANGERS, OR VALVES, SHALL NOT MAKE

CONTACT WITH ANY PART OF THE SURROUNDING STRUCTURE, JOISTS, STUDS, WALLBOARD OR OTHER PIPES. PIPING AND/OR DUCTING WITHIN FLOOR/CEILING ASSEMBLIES SHALL BE SUPPORTED FROM THE JOISTS AND COMPLETELY ISOLATED FROM THE CEILING.

D. IN OTHERWISE UN-INSULATED STUD BAY OR JOIST CAVITY CONTAINING PIPING INSTALL A MINIMUM OF 3 1/2" ACOUSTIC BATT INSULATION OR OTHER SOUND ABSORPTIVE MATERIAL.

E. WATER PRESSURE CONTROL; GENERAL CONTRACTOR TO CONFIRM THAT WATER SUPPLY PIPING INSTALLED WILL MAINTAIN A MAXIMUM WATER FLOW RATE OF 8 FEET PER SECOND IN 1/2" AND 3/4" DIAMETER BRANCH LINES. FOR LARGER LINES THE MAXIMUM FLOW RATE SHALL BE 5 FEET PER SECOND. MAINTAIN A MAXIMUM OF 50 PSI WATER PRESSURE AT PLUMBING FIXTURES, CONSISTENT WITH ADEQUATE FLOW RATES.

F. ACOUSTICAL (FIRE STOPPING) SEALANT SHALL BE INSTALLED AT ALL PIPE PENETRATIONS AS DESCRIBED ABOVE.

G. FOR ADDITIONAL INFORMATION, SEE ACOUSTICAL REPORT "APPENDIX C" H. ROUTING OF SERVICES IN ANY UNIT SHALL BE COMPLETED TO AVOID AREAS OF ACOUSTIC SENSITIVITY INCLUDING BEDROOMS, LIVING ROOMS AND DINING ROOMS. IF SERVICES ARE

INSTALLED AND CAN BE RE-ROUTED IN A MANNER TO AVOID SENSITIVE LOCATIONS, THIS MAY BE REQUESTED AND REQUIRED.

J. NO PLUMBING MANIFOLDS, IF EMPLOYED, SHALL BE INSTALLED IN OR ABOVE ACOUSTICALLY SENSITIVE SPACE.

K. GENERAL. THERE SHOULD BE NO CONTACT BETWEEN THE PIPING FOR THE BUILDING AND OTHER SYSTEMS OR EACH OTHER. IF CONTACT IS UNAVOIDABLE, THEN THE CONTRACTOR SHOULD USE 1/4" FELT EQUAL TO HUBBARD HOLDRITE FELT 100.

L. AT WASTE PIPING, ALL WILL BE ISOLATED FROM THE STRUCTURE USING A MINIMUM OF 1/4" MATERIAL AND EQUIVALENT TO HUBBARD HOLDRITE SILENCER SERIES FELT 100. THE FELT WILL NOT BE CRUSHED. IF VERTICAL SUPPORT IS REQUIRED, NEOPRENE PADS WILL BE USED AT CLAMP LOCATIONS. THESE SHALL BE EQUAL TO HUBBARD HOLDRITE SILENCER SERIES 276.

M. ALL SUPPLY PIPING SHALL BE ACOUSTICALLY VIBRATION ISOLATED FROM THE STRUCTURE USING HUBBARD HOLDRITE SILENCER SERIES FELT 100 OR EQUAL. THE FELT WILL NOT BE CRUSHED. IF VERTICAL SUPPORT IS REQUIRED, NEOPRENE PADS WILL BE USED AT CLAMP LOCATIONS. THESE SHALL BE EQUAL TO HUBBARD HOLDRITE SILENCER SERIES 276.

N. ALL EQUIPMENT AND PIPING SHALL BE ISOLATED FROM THE STRUCTURE. PUMPS WILL BE ISOLATED WITH A SPRING HAVING 1" MINIMUM STATIC DEFLECTION AND EQUAL TO MASON INDUSTRIES. MAIN PIPES WILL BE ISOLATED USING HUBBARD HOLRITE SILENCER SERIES ISOLATORS EXCLUDING FLET.

6. MECHANICAL:

A. WHEN LOCATED OVER DWELLING UNIT, MOUNT ROOFTOP CONDENSING EQUIPMENT ON NEOPRENE PADS (MASON INDUSTRIES TYPE SUPER W HAVING 0.06" OF STATIC DEFLECTION) OVER 3" MINIMUM LIGHTWEIGHT CONCRETE. IF UNITS ARE LOCATED ABOVE BEDROOM OR LIVING ROOMS, ISOLATOR SHALL BE 1" DEFLECTION STEEL SPRING EQUAL TO MASON SLR AND THE CEILING IN THE UNIT CEILING SHALL INCLUDE INSTALLATION OF RESILIENT CHANNEL. USE

SLACK CABLE RESTRAINTS OR SEPARATE SEISMIC SNUBBERS TO LIMIT HORIZONTAL MOVEMENT. MECHANICAL CONTRACTOR SHALL CONSULT AN INDEPENDENT STRUCTURAL ENGINEER FOR APPROPRIATE SEISMIC RESTRAINT SYSTEM DESIGN. ROOFTOP EQUIPMENT SHALL BE INSTALLED ON CONCRETE HOUSEKEEPING PADS.

B. INSTALL SUSPENDED MECHANICAL UNITS SUCH AS FAN/COIL OR IN-LINE FANS ON A MINIMUM OF 1" STATIC DEFLECTION SPRING HANGERS SUCH AS MASON TYPE 30N (OR APPROVED EQUAL). DO NOT ALLOW DIRECT CONTACT BETWEEN THE MECHANICAL UNIT AND THE STRUCTURE OR OTHER ADJACENT UTILITIES. MAINTAIN A MINIMUM OF 2" CLEARANCE BETWEEN THE REFRIGERANT LINES AND GYPSUM WALLBOARD SURFACES.

C. AT A MIN. PROVIDE BATHROOM EXHAUST FANS WITH A NOISE RATING LOWER THAN 1.5 SONES. NOTE THAT FAN SOUND RATINGS TYPICALLY ASSUME 10 FEET OF STRAIGHT DUCT ATTACHED TO THE FAN. WHERE CONDITIONS VARY FROM THIS ASSUMPTION, PROVIDE FANS WITH LOWER SOUND RATINGS. MANY BATHROOM FANS ARE AVAILABLE WITH SOUND RATINGS BELOW 1.0 SONE. BATHROOM FAN HOUSINGS WHICH ARE MOUNTED WITHIN A SEPARATION ASSEMBLY SHALL BE BOXED IN WITH 5/8" GYPSUM BOARD, SEALED AIR TIGHT AND SURROUNDED WITH FIBERGLASS OR EQUIVALENT SOUND ABSORPTIVE MATERIAL.

D. AT INSIDE OF RESIDENTIAL UNITS, GRILLS, REGISTERS AND DIFFUSERS SHOULD HAVE A RATING NO GREATER THAN NC 30.

7. ELECTRICAL:

A. CONVENIENCE OUTLETS IN OPPOSITE FACES OF PARTY OR DIVISION WALLS SHALL BE INSULATED AS FOLLOWS:
i) ELECTRICAL BOXES (SWITCHES, OUTLETS, WALL FIXTURES, ETC., IN OPPOSITE FACES OF PARTY OR DIVISION WALLS SHALL BE SEPARATED HORIZONTALLY BY NOT LESS THAN 24 INCHES (I.E., IN DIFFERENT STUD BAYS). IN THE EVENT IT IS NOT PRACTICAL OR POSSIBLE TO

PLACE OUTLETS IN DIFFERENT STUD BAYS, THEY SHALL BE SEPARATED FROM EACH OTHER

AS MUCH AS POSSIBLE AND IN NO CASE SHALL THERE BE PHYSICAL CONTACT BETWEEN THE TWO ELECTRICAL BOXES. HOWEVER, THE FOLLOWING ITEMS ARE APPLICABLE IN ALL CASES. ii) MASTIC SEALER (LOWRY PADS OR APPROVED EQUAL) SHALL BE WRAPPED AROUND BACK SIDES, TOP AND BOTTOM OF ALL ELECTRICAL BOXES IN PARTY WALLS. iii) ELECTRICAL BOXES SHALL BE BACKED BY R-11 FIBERGLASS AS NEEDED TO COMPLETELY FILL THE STUD BAY.
iv) KNOCKOUT PLATES ON ELECTRICAL BOXES IN PARTY OR DIVISION WALLS SHALL NOT BE BENT OR REMOVED WHERE CONDUITS ARE NOT CONNECTED TO THE BOX.

B. RECESSED LIGHT FIXTURES IN CEILINGS SHALL HAVE NO VENTILATION HOLES. JUNCTION

BOXES IN CEILINGS SHALL BE WRAPPED AROUND BACK AND SIDES WITH LOWRY PADS (OR APPROVED EQUAL)AND SEALED AIRTIGHT WITH ACOUSTICAL SEALANT.

8. KITCHENS, BATHROOMS AND LAUNDRY ROOMS:

A. THE PARTY WALL BEHIND A TUB AND/OR SHOWER ASSEMBLY SHALL BE CONSTRUCTED CONSISTENT WITH THE PARTY WALL SPECIFICATIONS. GYPSUM WALLBOARD SHALL BE INSTALLED BEHIND ALL TUBS AND/OR SHOWERS WHICH ARE ADJACENT TO PARTY WALLS.

B. VOIDS BETWEEN THE WALL, FLOOR AND TUB/SHOWER UNITS SHALL BE COMPLETELY FILLED WITH A FIBERGLASS INSULATION OR EQUIVALENT SOUND ABSORPTIVE MATERIAL.

C. FLEXIBLE HOSE COUPLINGS FOR INLET AND OUTLET WATER CONNECTIONS ON THE DISHWASHER SHALL BE INSTALLED SO THAT NO RIGID CONNECTION EXISTS.

9. FLOOR COVERINGS:

A. IF A RESILIENT VINYL FLOOR COVERING IS USED, A DURABLE BRAND OF VINYL MEETING RESILIENT FLOOR COVERING COMMITTEE F6 AT THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) REQUIREMENTS SHALL BE PROVIDED.

B. REFER TO FINISH SCHEDULE FOR SPECIFICATION OF ACOUSTIC UNDERLAYMENTS AT TILE FLOORING ASSEMBLIES.

1. DESIGN OF WALL CONSTRUCTION WOULD BE TYPICALLY DOUBLE STUD AND EQUAL TO THE DEMISING WALL, MINIMUM.

2. VIBRATION ISOLATION OF THE HYDRAULIC PUMP SHOULD BE INCLUDED, WHICH SHOULD BE 1 INCH STATIC DEFLECTION SPRINGS EQUAL TO MASON INDUSTRIES TYPE SLR.

3. THE SOUND LEVEL OF THE ELEVATOR EQUIPMENT (INCLUDING THE PUMP) IN ANY ELEVATOR EQUIPMENT ROOM SHOULD BE NO GREATER THE 70 dBA

4. THE ENTRY DOOR ASSEMBLY TO ANY ELEVATOR EQUIPMENT ROOM SHOULD STC 33. THIS IS NOT REQUIRED WHEN THE ELEVATOR EQUIPMENT ROOMS ARE IN THE GARAGE.

5. THE ROLLER GUIDE ASSEMBLIES SHOULD BE RESILLIENT AND SIMILAR TO ELSCO MODEL C.

6. IF HYDRAULIC ELEVATORS ARE INSTALLED, THEN A MUFFLER SHOULD BE INSTALLED EQUAL TO A MCLEAN THE SUPPRESSOR.

7. THE ALIGNMENT OF THE RAILS SHOULD BE SMOOTH AND SHOULD BE REQUIRED TO BE 1/16 INCH.

ISOLATEK INTERNATIONAL "CAFCO SPRAYFILM WB-3" & "WB-5" INTUMESCENT

FIRE RESISTIVE COATING, OR EQUAL
I.C.C. REPORT ESR-1092
NOTES:

STRUCTURAL COLUMNS PER CBC 722.5.1.1

HORIZONTAL STRUCTURAL MEMBERS WHICH SUPPORT A LOAD OF MORE THAN ONE STORY REQUIRE AN ADDITIONAL FIRE PROTECTION PER CBC 722.5.2.

SEE STRUCTURAL PLANS FOR STEEL BEAM AND COLUMN SIZES AND LOCATIONS

VERIFY ALL COATING THICKNESS REQUIREMENTS WITH COATING MANUFACTURER

SPECIAL INSPECTION IS REQUIRED FOR ALL SPRAYED APPLIED FIRE PROTECTION

FOR FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS, SEE SHEET

1. 2.

3. 4.

5. 6. GEN-3

FIRE BLOCKS -
REQUIRED LOCATIONS:

1. CONCEALED SPACES OF WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10'-0" INTERVALS BOTH HORIZONTAL AND VERTICAL.

2. AT INTERSECTIONS BETWEEN VERTICAL AND HORIZONTAL

3. AT CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF STAIR RUN.

4. IN OPENINGS AROUND PIPES, DUCTS, CHIMNEYS, FIREPLACES AT CEILINGS AND FLOORS.

CONSTRUCTION:

1. 2" NOMINAL LUMBER, OR 2 LAYERS OF 1" LUMBER WITH BROKEN LAPS, OR 1 LAYER OF 3/4" STRUCTURAL PANEL WITH JOINTS BACKED BY 3/4"

STRUCTURAL PANEL

2. GYPSUM BOARD, CEMENT FIBER BOARD

3. BLANKETS OF MINERAL FIBER (IF TESTED FOR USE). (NO LOOSE FILL INSULATION).

DRAFTSTOPS
REQUIRED LOCATIONS:

1. IN FLOOR CEILING ASSEMBLIES TO BREAK THE AREA INTO 3000 SQ. FT. AREAS SO THAT NO DIMENSION EXCEEDS 100'-0".

2. DRAFT STOPS ARE ALSO REQUIRED AT ATTICS, MANSARDS, OVERHANGS, AND OTHER CONCEALED SPACES. THE DRAFTSTOPS SHALL BE IN LINE WITH THE WALLS SEPARATING THE UNITS AND FROM OTHER USES. THEY SHALL BE INSTALLED TO BREAK DOWN AREAS INTO 9000 SQ.FT AREAS WITH 100 FOOT MAXIMUM DIMENSIONS.

CONSTRUCTION:

1. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 5/8" GYPSUM BOARD, 3/8" STRUCTURAL PANELS OR PARTICLE BOARD.

2. ANY OPENINGS THROUGH THE DRAFTSTOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES. VENTILATION FOR THE SPACES SHALL BE MAINTAINED.

FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE FOLLOWING LOCATIONS:

A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. (718.2.2) B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. (718.2.2)
C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. (718.2.3) D. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. (718.2.4) E. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. (718.2.5)

GENERAL NOTES

1. INSULATION INSTALLED IN A FLOOR/CEILING OR ROOF/CEILING ASSEMBLY SHALL BE SUPPORTED BY WIRE STAYS (OR

EQUAL) SO THAT THE INSULATION DOES NOT MAKE CONTACT WITH THE FACE MEMBRANE OF THE ASSEMBLY (GYPSUM WALLBOARD).

2. MATERIAL NOTED AS S.A.B. REFERS TO SOUND ATTENUATION BATT.

3. INSULATION SCHEDULED FOR COMMON WALL UNIT TO UNIT SHALL BE INSTALLED IN EACH SIDE OF THE WALL ASSEMBLY.

4. ALL INTERIOR WALL CAVITY SPACES TO RECEIVE INSULATION. THE INSULATION SHALL BE THE DEPTH OF THE STUD.

5. FOR DETAILED INFORMATION INCLUDED MANDATORY MEASUREMENTS, SEE MECHANICAL DRAWINGS.

6. REFER THE PROJECT MANUAL SPECIFICATION "APPENIX C" FOR THE ACOUSTICAL GENERAL REPORT FOR MORE INFORMATION REGARDING ACOUSTICAL INSULATION.

7. BATT INSULATION R-19 ( 6 1/2" THICK) REQUIRED AT FLOOR/CEILING ASSEMBLIES THAT ARE OVER UNCONDITIONED SPACE OR AMBIENT AIR WHEN UNITS ARE LOCATED RIGHT ABOVE THE SPACE.

8. PROVIDE INSULATION (PACKED) AT FLOOR/CEILING ASSEMBLY ABOVE PARKING LEVEL 1.

9. IN DEMISING CONSTRUCTION, INSULATION SHALL BE IN THE WALL AND JOIST CAVITY. THIS SHALL INCLUDE DEMISING WALLS, CORRIDOR WALLS, SHAFT WALLS, EXTERIOR WALLS AND FLOOR CEILING ASSEMBILIES. INSULATION SHALL BE THE DEPTH OF THE CAVITY IN THE WALLS.

10. WALLS INCLUDING PLUMBING OR MECHANICAL SERVICES SHALL ALSO INCLUDE INSULATION. INSULATION SHALL BE THE DEPTH OF THE CAVITY. INTRACORP SHALL NOT REQUIRE INSULATION IN WALLS WITH ELECTRICAL SERVICES UNLESS SPECIFICALLY CALLED OUT ON THE DRAWINGS.

11. GYPSUM BOARD SHALL BE SCREWED, NOT NAILED. ANY GYPSUM BOARD DAMAGED MAY BE REQUIRED TO BE REMOVED BY THE ACOUSTICAL ENGINEER. VA COULD NOT LOCATE

12. IN A DEMISING WALL CONDITION, CONDUIT (AND ALL OTHER SERVICES INCLUDING MECHANICAL, ELECTRICAL AND PLUMBING) SHALL BE RUN ON THE STUD SIDE SERVED. THIS WILL REQUIRE THE DRILLING OF STUDS TO ACCOMODATE.

13. IN DEMISING WALL, NO SERVICE, WIRE OR CONDUIT SHALL BE INSTALLED INTO THE AIR SPACE BETWEEN THE STUDS.

14. ALL SERVICES RUN IN THE ATTIC OR ROOF JOISTS SHALL BE INSTALLED AS HIGH IN THE JOIST BAY AS POSSIBLE.

15. IN LIVING ROOM, DINING ROOMS AND BEDROOMS EXTRA SENSITIVITY TO THE ROUTING OF SERVICES SHOULD BE EMPLOYED. IF THERE IS ANY QUESTION REGURADING THE ROUTING THROUGH THESE AREAS, CONTRACTOR SHOULD ASK ARCHITECT OR ACOUSTICAL CONSULTANT.

16. INSTALLATION OF GYPSUM BOARD AND ALL ACOUSTICAL MATERIALS SHALL BE COMPLETED IN ACCORDIANCE WITH THE

APPROPRIATE UL RATING, THE USG CONSTRUCTION HANDBOOK, MANUFACTURER REQUIREMENTS AND PRACTICES AND ASTM PRACTICE STANDARDS FOR LIGHT WALL CONSTRUCTION. IF THESE REQUIREMENTS CONTRADICT METHODS WITHIN THIS DOCUMENT, THEN DURING DESIGN THE METHOD SHOULD BE DISCUSSED. IF THIS OCCURS DURING CONSTRUCTION, AN RFI SHOULD BE PREPARED AND DISCUSSED. PRACTICES UTILIZED BY CONTRACTORS SHALL ALWAYS BE THOSE THAT MAXIMIZE ACOUSTICAL PERFORMANCE.

17. TAPERED RIGID INSULATION AT THE ROOF SHALL PROVIDE THE MINIMUM SPECIFIED "R" VALUE AS INDICATED IN THE SCHEDULE. THE MINIMUM THICKNESS INDICATED IS BASED ON THE ASSUMPTION OF INSULATION PRODUCT WITH AN R-VALUE OF 5. ACTUAL THICKNESS MAY BE ADJUSTED BASED ON THE R-VALUE PER INCH OF THE PROVIDED INSULATION PRODUCT.

THERMAL INSULATION ACOUSTIC INSULATION

ASSEMBLY THICKNESS MATERIAL R-VALUE THICKNESS MATERIAL
ROOF LEVEL ROOF/CEILING 6" MIN.*17 RIGID R-30
FLOOR/CEILING SEE GENERAL NOTE #7 3 1/2" S.A.B.

DROP CEILING 3 1/2" S.A.B.

EXTERIOR WALL 6 1/2" BATT R-19 S.A.B.

PARTY WALL (UNIT/UNIT) 3 1/2" MIN. S.A.B.

CORRIDOR WALL 3 1/2" BATT R-13 3 1/2" MIN. S.A.B.

INTERIOR PLUMBING WALL 3 1/2" MIN. S.A.B.

INTERIOR SHAFT WALLS 2 1/2" MIN. S.A.B.

LEVEL 3-5 ROOF/CEILING 9 1/2" BATT R-30
FLOOR/CEILING 3 1/2" S.A.B.

DROP CEILING 3 1/2" S.A.B.

EXTERIOR WALL 6 1/2" BATT R-19
PARTY WALL (UNIT/UNIT) 3 1/2" MIN. S.A.B.

CORRIDOR WALL 3 1/2" BATT R-13 3 1/2" MIN. S.A.B.

INTERIOR PLUMBING WALL 3 1/2" MIN. S.A.B.

INTERIOR SHAFT WALLS 2 1/2" MIN. S.A.B.

LEVEL 1-2 GARAGE CEILING 9 1/2" BATT R-30
RESID. UNIT EXTERIOR WALL 6 1/2" BATT R-19
PARTY WALL (UNIT/PARK) 6 1/2" BATT R-19
PARTY WALL (UNIT/UNIT) 3 1/2" MIN. S.A.B.

CORRIDOR WALL 3 1/2" BATT R-13 3 1/2" MIN. S.A.B.

INTERIOR PLUMBING WALL 3 1/2" MIN. S.A.B.

INTERIOR SHAFT WALLS 2 1/2" MIN. S.A.B.

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

CONSTRUCTION

ASSEMBLIES
12" = 1'-0" 1 A7.01
NOTES - CONST. ASSEMBLIES
12" = 1'-0" 2

NOTES - ACOUSTICAL CONTROL

REQUIREMENTS
12" = 1'-0" 3

NOTES - ELEVATOR ACOUSTICS
12" = 1'-0" 4

FIRE PROTECTION AT STEEL
12" = 1'-0" 5
NOTES - FIRE BLOCKING+ DRAFTSTOPS
12" = 1'-0" 6

NOTES - INSULATION SCHEDULE
Date Issues / Revisions:

City Council 33 – 122 11/21/2023
3/4" (19/32") THICK EXTERIOR GRADE

WOOD STRUCTURAL PANELS

FLOOR JOISTS RIPPED AS

REQUIRED FOR SLOPE, SEE
STRUCTURAL DWGS. FOR MIN.

DIM. AND DETAILS.

CEMENT PLASTER ON METAL LATH.

LATH FASTENED WITH 7/8" OR 1"
No. 16 GAUGE BY 7/8" LONG
CORROSION-RESISTANT STAPLES @
6" O.C. COMPLYING W/ ASTM1667. @
6" O.C. CEM. PLASTER MIXED 1:2 FOR
SCRATCH COAT AND 1:3 FOR BROWN

COAT, BY WEIGHT, CEMENT TO SAND
AGGREGATE.

NOTE:

STRUCTURAL ENGINEER TO
DETERMINE MINIMUM JOIST DEPTH.

JOISTS SHALL NOT BE RIPPED TO LESS
THAN THE MIN. DIMENSIONS SPECIFIED
BY STRUCTURAL ENGINEER.

TRAFFIC COATING
SLOPE 2%

REFER TO SPECIFICATIONS AND
LARR # 25375 FOR ADDITIONAL INFORMATION
NOTE:

PROVIDE FIRESTOPS AND DRAFTSTOPS PER
CBC SECTION 717. SEAL ALL PENETRATIONS
PER CBC SECTION 713.

HARDSURFACE FINISH FLOOR

PER SCHEDULE
1 1/4" HACKER IND. INC. "FIRMFILL 2010" M514
SYSTEM NO.2
ALTERNATE: 1" MAXXON CORP. "GYP-CRETE"
M514 SYSTEM NO. 3
MINIMUM 3/4" INTERIOR-TYPE

STRUCTURAL PANELS WITH EXTERIOR
GLUE. SEE STRUCTURAL DRAWINGS

WOOD JOISTS PER STRUCTURAL
FIBERGLASS INSULATION 3 1/2" MINIMUM

THICK PER INSULATION SCHEDULE

STAPLED TO UNDERSIDE OF SHEATHING
1/2" DEEP 25 GA CLARK DIETRICH RCSD (NO
SUBSTITUTIONS) AT 24" O.C. FASTENED TO
EACH JOIST WITH 1 1/4" LONG WOOD
SCREWS.

ONE LAYER 5/8" TYPE "X" GYP. BD.
115 (PCF) DENSITY GYP-CRETE:
3/8" HACKER IND. INC. QUIET QURL 55/025
M514 SYSTEM NO. 2
ALTERNATE: 3/8" MAXXON CORP. " ACOUSTICAT
1/4" M514 SYSTEM NO. 3
FIRE RATING: ONE HOUR
IIC: SOUND CONTROL ASSEMBLY AS

PER BCS INTERNATIONAL SOUND
TEST NO. BCS IIC-2006-245 STC AND
IIC MINIMUM 50.

ASSEMBLY: CBC 721.1(3) ITEM 21-1.1

NON-HARD SURFACE HARD SURFACE
1'-0" MIN.

LAP ACOUSTIC MAT
7/8" X 25 GAUGE DRYWALL FURRING

CHANNEL AS REQUIRED FOR

SUPPORT OF BOTH LAYERS OF

GYPSUM BOARD AND OR DESIGNED

TO SUPPORT OF MISCELLANEOUS

EQUIPMENT WITHIN CEILING

CAVITY, SPACING PER

MANUFACTURER
RSIC-1 CLIPS AS REQUIRED PER

MANUFACTURER SPECIFICATIONS
1 1/2" 16 GAUGE COLD ROLLED

CHANNEL
ONE OR TWO LAYERS 5/8" TYPE X

GYPSUM BOARD FASTENED TO
RSIC-DC04X2 SOUND ISOLATION

CLIPS PER ACOUSTICAL REPORT
"APPENDIX C" DESIGNED TO

SUPPORT CEILING AND OR

MISCELLANEOUS EQUIPMENT

WITHIN CEILING CAVITY, SPACING

PER MANUFACTURER
5/8" TYPE X GYPSUM BOARD
1-H
R
A
S
S
E
M
BLY
7/8" DRYWALL FURRING CHANNEL

TIED TO THE BOTTOM OF THE

CHANNEL
12 GAUGE WIRE HANGERS TIED
TO RSIC-DC04X2 FOR

SECONDARY CEILING

COMMON AREA
UNIT
REF GA FILE NO. FC 5111 & CBC 721.1 (3) 13-1.4
N
O
N-R
A
T
E
D
S
E
E
PLA
N
S
N
O
N-C
O
M
B
U
S
TIBLE

CORRIDOR
(AS OCCURS)
1 1/2" 16 GAUGE COLD

ROLLED CHANNEL
5/8" TYPE X GYPSUM BOARD
7/8" DRYWALL FURRING

CHANNEL TIED TO THE BOTTOM

OF THE CHANNEL
12 GAUGE WIRE HANGERS
TIED TO RSIC-DC04X2 FOR

SECONDARY CEILING

COMMON AREA/ CORRIDOR

COMMON AREA/ CORRIDOR
REF CBC 721.1 (3) 13-1.4
N
O
N-R
A
T
E
D
S
E
E
PLA
N
S
N
O
N-C
O
M
B
U
S
TIBLE
DOUBLE WOOD FLOOR OF 5/8" WOOD
STRUCTURAL PANEL OVER 1/2" WOOD
STRUCTURAL PANEL W/ EXT. GLUE.

FINISH FLOOR PER SCHEDULE OVER
1 5/8" HACKER IND. INC. "FIRMFILL
2010" M514 SYSTEM NO.2
ALTERNATE: 1" MAXXON CORP.
"GYP-CRETE"

FLOOR JOIST FRAMING PER

STRUCTURAL

BATT INSULATION PER

SCHEDULE
1-H
R
A
S
S
E
M
BLY

LOAD BEARING WALL

PER STRUCTURAL

HORIZONTAL STRUCTURAL MEMBERS
(BEAMS) SHALL BE INDIVIDUALLY FIRE
PROTECTED WRAPPED W/ 5/8" TYPE 'X'
GYP. BD. WHEN THE MEMBER SUPPORTS

DIRECTLY APPLIED LOADS FROM A FLOOR

AND ROOF OR MORE THAN TWO FLOORS
PER 2013 CBC 704.3

FLOOR/ CEILING

ASSEMBLY PER DETAILS

FIRE RATED ACOUSTICAL SEALANT
(1) LAYER OF 5/8" TYPE "X" GYPSUM WALL
BOARD.
2 1/2" x 25 GA. CEILING JOISTS @ 16" O.C.

WHERE DROP CEILING OCCURS

WOOD JOISTS PER STRUCTURAL
DOUBLE WOOD FLOOR OF 5/8" WOOD
STRUCTURAL PANEL OVER 1/2" WOOD
STRUCTURAL PANEL W/ EXT. GLUE.

SHEAR PANEL PER STRUCTURAL
WHERE OCCURS.

WALL FRAMING
NOTES:

1. REF CBC TABLE 721.1(3) 13-1.4 FOR CORRIDOR FLOOR ASSEMBLY.

2. FOR UNIT FLOOR/CLG. ASSEMBLY, SEE DETAILS ON THIS SHEET MAX 1/2" GAP HILTI CP 606 SEALANT APPLY

JOINT TAPE AND COMPOUND

HARD SURFACE PER INTERIOR

FINISH SCHEDULE
1 1/4" HACKER IND. INC. "FIRMFILL 2010" M514
SYSTEM NO.2
ALTERNATE: 1" MAXXON CORP. "GYP-CRETE"
M514 SYSTEM NO. 3

UNIT CORRIDOR

WOOD JOISTS PER STRUCTURAL
BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS 24" O.C. WITH 1 1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM

WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS
THROUGH BASE LAYER WITH 1 7/8" TYPE S OR TYPE W DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE JOIST OR
TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK
ON EITHER SIDE OF FACE LAYER END JOINTS, AT 12" O.C.

ROOFING PER SPECS.

SLOPE TO DRAIN
RIGID INSULATION 6" MIN THICK
1/2" PLYWOOD SHEATHING

ROOF FRAMING PER STRUCTURAL
FIRE RATING: ONE HOUR
IIC: NOT APPLICABLE
ASSEMBLY: CBC 720.1 (3) 21-1.1

BATT INSULATION PER INSULATION

SCHEDULE
RESILIENT CHANNEL @ 16" O.C.

STEEL RUNNERS*
HANGER WIRES PER SPECIFICATIONS*
5/8 TYPE 'X' GYPSUM BOARD

CORNER BEAD

SPAN FROM WALL TO WALL

WHERE POSSIBLE

SUSPENDED METAL FRAMING PER
SPECIFICATIONS - CBC. REF. 803(2)

FIBERGLASS INSULATION PER

INSULATION SCHEDULE
* SUSPEND CEILING/FRAMING TO RESILIENT CHANNEL,

NOT TO JOIST / RAFTER FRAMING
N
O
N
R
A
T
E
D
S
E
E
PLA
N
S
N
O
N-C
O
M
B
U
S
TIBLE
-
---
4 A7.11
1 1/4" GYPCRETE

FLOOR SHEATHING PER STRUCTURAL

FLOOR JOIST PER STRUCTURAL
5/8" TYPE 'X' GYPSUM BOARD
RESILIENT MATTING: ECORE OR
PLITEQ 10MM BELOW PAVER, TYP
FIRE RATING: ONE HOUR
IIC: NOT APPLICABLE
ASSEMBLY: CBC 720.1 (3) 21-1.1

ROOF DECK PAVERS
-SEE LANDSCAPE DWGS

ADJUSTABLE PEDESTAL SYSTEM
-SEE SPECIFICATIONS

RATED CEILING ASSEMBLY
-SEE DETAIL 12 ON THIS SHEET

SLOPE TO
DRAIN
1H
R
R
A
T
E
D
A
S
S
E
M
BLY 8" M
AX

BATT INSULATION PER INSULATION

SCHEDULE

PROVIDE BATT INSULATION WHERE
OVER 3.5" MEASURED FROM LOWER

SHEATHING TO UPPER SHEATHING
1/2" RESILIENT CHANNEL

ROOFING PER SPECIFICATIONS
FIRE RATING: THREE HOUR
IIC:

ASSEMBLY: CBC 721.1 (3) 2-1.1
8 GA. WIRE HANGERS @ 4'-0" O.C. IN

DIRECTION OF CARRYING CHANNEL
MIN. 6" FROM EACH END OF CARRYING

CHANNEL RUNS AND BOUNDARY
WALLS
1-1/2" x 25 GA. CARRYING CHANNELS @
4'-0" O.C.
7/8" HAT CHANNELS @ 12" O.C. WIRE
TIED TO CARRYING CHANNELS w/ (3)
STRANDS OF 18 GA. TIE WIRE

PROVIDE EXPANSION CONTROL JOINTS

PER DETAIL WHERE LOCATED ON

REFLECTED CEILING PLAN

EXTERIOR CEMENT PLASTER OVER

EXPANDED METAL LATH
3H
R
R
A
T
E
D
A
S
S
E
M
BLY

WATERPROOFING PER

SPECIFICATIONS

CONCRETE TOPPING SLAB

AT EXTERIOR SLABS (UNRESTRAINED)
PROVIDE MINIMUM 5.7" CARBONATE

AGGREGATE CONCRETE SLAB
THICKNESS WITH MINIMUM 2"

COVERAGE OVER NONPRESTRESSED

REINFORCEMENT SEE STRUCTURAL FOR

ACTUAL THICKNESS, COVERAGE, AND
SLAB TYPES.

AT INTERIOR SLABS (RESTRAINED)
PROVIDE MINIMUM 5.7" SLAB THICKNESS
WITH MINIMUM 1 1/4" COVERAGE SEE

STRUCTURAL FOR ACTUAL THICKNESS,
COVERAGE, AND SLAB TYPES.

METAL STUD CROSS BRACING AND

COMPRESSION STRUTS AS REQUIRED
N
O
N-R
A
T
E
D
A
S
S
E
M
BLY

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

Drawn:

Checked:

FLR/CEILING
& ROOF

ASSEMBLIES
A7.11

ACOUSTIC NOTES
1 1/2" = 1'-0" 3

EXTERIOR DECK ASSEMBLY
1 1/2" = 1'-0" 4
1-HR FLR-CEILING (HARD SURFACE)
1 1/2" = 1'-0" 7

UNIT FLOORING FINISH TRANSITION
1 1/2" = 1'-0" 8
1-HR FLOOR-CEILING - COMMON
1 1/2" = 1'-0" 9
1-HR FLR-CLG - COMMON /

CORRIDORS
1 1/2" = 1'-0" 10
1-HR PROTECTION @ BEAM
1 1/2" = 1'-0" 6
1-HR FLOOR-CEILING AT CORRIDOR
1 1/2" = 1'-0" 12

ROOF-CEILING ASSEMBLY
1 1/2" = 1'-0" 5
1-HR FLR-CLG W/ DROPPED SOFFIT
1 1/2" = 1'-0" 11

FLOOR / CEILING AT STAIR LANDING
1 1/2" = 1'-0" 16 ROOF-CEILING ASSEMBLY PAVERS
1 1/2" = 1'-0" 2
3-HR FLR-CLG - CONCRETE PODIUM
Date Issues / Revisions:

ACOUSTIC NOTES FOR FLOOR CEILING ASSEMBLIES:

1. WHERE RESILIENT MATTING IS INSTALLED, PERIMETER ISOLATION SHALL BE INSTALLED. THE PERIMETER ISOLATION SHALL BE NO LESS THAN 1/4" IN THICKNESS AND SHALL BE APPROVED BY THE MANUFACTURER OF THE RESILIENT MATTING. PERIMETER

ISOLATION SHALL BE USED AT ALL PENETRATIONS IN THE FLOOR AND AT THE ENTIRE

PERIMETER INCLUDING THE JUNCTION AT THE CORRIDOR AND WHERE THE FLOOR FINISH CHANGES FROM HARD SURFACE TO CARPET.

2. NO GAPS OR OPENINGS SHALL BE ALLOWED IN THE RESILIENT MATTING. JOINTS

SHALL BE TAPED OR SEALED TO THE SATISFACTION OF THE
ACOUSTICAL CONSULTANT. THE MANUFACTURER OF THE RESILIENT MATTING IS

REQUIRED TO SUBMIT A LETTER STATING THAT THE INSTALLATION OF THE MATTING CONFORMS TO THEIR STANDARDS.

3. INSULATION SHALL BE 3-1/2" INSTALLED AT THE TOP OF THE JOIST CAVITY.

4. AT ALL FLOOR/CEILING LOCATIONS, A GAP SHOULD BE MAINTAINED AT THE WALL AND CEILING INTERSECTION. THE GAP SHALL BE A MINIMIM OF 1/4" AND BE FILLED WITH NON HARDENING SEALANT IN A TUBE.

5. RESILIENT MATTING SHOULD BE REQUIRED BELOW BATHROOMS TUBS AND SHOWERS. PERIMETER

ISOLATION SHOULD BE USED AT THESE LOCATIONS

6. THE MINIMUM NUMBER OF SCREWS REQUIRED BY CODE SHALL BE INSTALLED THROUGH THE GYPSUM BOARD INTO THE RESILIENT CHANNEL. ANY SCREWS NOT

NEEDED SHOULD BE REMOVED

7. NO LOUDSPEAKERS SHOULD BE MOUNTED INTO AN AMENITY CEILING City Council 33 – 123 11/21/2023
5/8" THICK GYPSUM WALL BOARD

ACOUSTICAL INSULATION PER

SCHEDULE

INTERIOR INTERIOR
MINIMUM 3-5/8" METAL STUD WALL,

SPACING PER STRUCTURAL DRAWINGS
FIRE RATING:

STC:

ASSEMBLY:

ACOUSTICAL INSULATION PER SCHEDULE

EXTERIOR

INTERIOR
MINIMUM 3 5/8″ No. 16 GAUGE
NONCOMBUSTIBLE STUDS 16″ O.C. WITH
7/8″ CEMENT PLASTER (MEASURED

FROM THE FACE OF THE STUDS) ON
THE EXTERIOR SURFACE WITH 5/8"

THICK GYPSUM BOARD AT INTERIOR,

NONBEARING, NONCOMBUSTABLE
STUD PARTITIONS. PLASTER MIX 1:4
FOR SCRATCH COAT AND 1:5 FOR

BROWN COAT, BY VOLUME, CEMENT TO
SAND.

FIRE RATING: 1 HOUR
STC: N/A
ASSEMBLY: CBC 721.1 (2) 15.4
5/8" TYPE 'X' EXTERIOR GYP SHEATHING
2" RIGID INSULATION

AIR & WATER BARRIER

AIR & WATER SEALING SCREW FASTENER

WITH PRONG WASHER
NOTES: 1. REFER TO PENETRATION DETAILS.

2. REFER TO GARAGE WALL DETAILS.

FIRE RATING: 1 HOUR
STC:

ASSEMBLY: CBC 2013, 721.1 (2) 3-1.4
3 5/8" STEEL STUDS (22 GAUGE)
5/8" GYPSUM WALLBOARD

FULL HEIGHT FULLY GROUTED CMU

WALL, SIZE PER STRUCTURAL

DRAWINGS

PER STRUCTURAL

1. PROVIDE ADDITIONAL WALL BRACING AND/OR BRIDGING AS MAY BE REQUIRED FOR HEIGHT OF WALL.

DUE TO ACOUSTIC CONSTRAINTS, BRACING ACROSSTHE AIR GAP IN A DEMISING WALL IS NOT ALLOWED.

2. REFER TO STRUCTURAL DRAWINGS AND METAL STUD MANUFACTURER FOR SPAN LIMITATION. ALL STUD

GAUGE AND SPACING TO BE MAINTAINED OR ADJUSTED TO MANUFACTURER'S DESIGN CRITERIA WHICHEVER IS MORE RESTRICTIVE. ALL LIMITING HEIGHTS ARE BASED ON SSMA STEEL (STUD MANUFACTURERS ASSOCIATION) SYSTEM. THE ALLOWABLE DEFLECTION FOR STUD WALLS SHALL BE -L/360 - FOR EXTERIOR
-L/360 - FOR INTERIOR WALLS WITH STONE, TILE OR WOOD PANEL FINISH AND FOR SHAFT WALLS. -L/240 - ALL OTHER INTERIOR WALLS.

FOR ADDITIONAL INFORMATION. REFER TO STRUCTURAL STUD WALL SCHEDULE EXTERIOR WALL STUDS ARE 6" GAUGE (U.N.O.)

CONTRACTOR USING AN APPROVED EQUAL PRODUCT MUST SUBMIT FOR ARCHITECT'S REVIEW A WALL TYPE SHEET WHICH INCLUDES U.L. RATINGS. THIS SUBMITTAL TO INDICATE PROPER STUD GAUGE AND SPACING PER THE SPAN CAPACITY OF THE SUBSTITUTED PRODUCT. AT NO TIME SHOULD THE STUD GAUGE OR SPACING BE LESS THAN WHAT IS SHOWN ON THIS SHEET. CONTRACTOR TO FIELD VERIFY ALL

CONDITIONS FOR SPECIFIC FURRED OUT WALLS PER PLAN AND DETAILS

3.ALL FIRE RATED WALLS SHALL TERMINATE AT STRUCTURE ABOVE UNLESS NOTED OTHERWISE. SEE DETAIL 12 THIS SHEET FOR CONSTRUCTION INFORMATION. ALL SHAFT WALLS SHALL BE FULL HEIGHT NON-RATED PARTITIONS MAY TERMINATE AT THE CEILING.

4. WHERE A FIRE RATED ASSEMBLY IS REQUIRED, ALL REQUIREMENTS OF TESTED ASSEMBLY SHALL BE INCORPORATED INTO THE DETAIL. CONTRACTOR TO KEEP COPIES OF U.L. MANUAL AND BUILDING CODE AS REFERENCE DURING CONSTRUCTION OF RATED ASSEMBLIES.

5. REFER TO SPECIFICATION DIVISIONS 22 AND 23 FOR HVAC, PLUMBING AND ELECTRICAL PENETRATIONS OF WALLS. WALL PENETRATIONS TO CONFORM WITH U.L. DESIGN SYSTEMS WL, WWS OR WWD AS APPLICABLE. FOR FURTHER INFO SEE SHEET

6. WALL FRAMING DIMENSIONS ARE FROM FACE OF STUD (F.O.S.), UNLESS NOTED OTHERWISE.

7. ALL METAL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. SHAFT WALLS SHALL BE PROVIDED WITH NECESSARY FRAMES, BRACING, AND SEALANT AROUND OPENINGS.

8. GYPSUM BOARD SHALL EXTEND TO UNDERSIDE OF STRUCTURE ABOVE AT ALL EXTERIOR PERIMETER WALLS

9. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, CONTINUOUS 18" WIDE 20

GAUGE SHEET METAL PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL

CASEWORK, STAIR RAILINGS, TOILET ACCESSORIES, PARTITIONS, AND OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISC. EQUIPMENT

10. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL CASING BEADS WHEREVER WALLBOARD, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL AND PROVIDE SEALANT AS REQUIRED.

11. ALL GYPSUM WALL BOARD SHALL BE 5/8" THICK TYPE 'X' UNLESS OTHERWISE NOTED OR REQUIRED

FOR SPECIFIC WALL CONSTRUCTION AND SHALL BE SCREWED TO ALL FRAMING MEMBERS NOT NAILED AS

NOTED ON ACOUSTICAL REPORT INCLUDING TOP AND BOTTOM PLATES AS REQUIRED FOR EACH SPECIFIC ASSEMBLY. NOTIFY ARCHITECT ON ANY CONFLICT WITH FIRE RATED ASSEMBLY PRIOR TO PROCEEDING WITH WORK.

12. GYPSUM BOARD ON ALL ACOUSTICALLY RATED WALL ASSEMBLIES SHALL BE SET IN A CONTINUOUS BEAD OF ACOUSTICAL CAULK TOP & BOTTOM. CAULK SHALL BE FIRE-RATED WHERE REQUIRED TO MAINTAIN THE FIRE-RATING OF THE WALL ASSEMBLY.

13. REFER TO A-61.11 FOR PENETRATION ASSEMBLIES.

14. PROVIDE SLIP TRACK HEAD OF WALL CONNECTION AT ALL METAL STUD WALLS IN THE PARKING STRUCTURE.

15. PROVIDE CONTINUOUS 20 GAUGE, 10" WIDE SHEET METAL ATTACHED TO METAL STUD UNDERNEATH GYP BOARD AS NAILER FOR INSTALLATION OF MILLWORK, HANDRAIL OR SIMILAR ITEMS.

16. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY

OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH STENCILING. SUCH IDENTIFICATION SHALL:

1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES.

2. BE REPEATED AT INTERVALS NOT EXCEEDING 30 FEET (914 mm) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND

3. INCLUDE LETTERING NOT LESS THAN 0.5 INCH (12.7 mm) IN HEIGHT, INCORPORATING THE SUGGESTED WORDING: "FIRE AND /OR SMOKE BARRIER - PROTECT ALL OPENINGS," OR SIMILAR WORDING.

EXCEPTION: WALLS IN GROUP R-2 OCCUPANCIES THAT DO NOT HAVE A REMOVABLE DECORATIVE CEILING ALLOWING ACCESS TO THE CONCEALED SPACE.

A-xx
-

ACOUSTICAL

INSULATION PER

SCHEDULE

WALL TYPE PER PLAN

AND SCHEDULE

CEILING WHERE OCCURS
V
A
RIE
S
S
E
E
FINIS
H
S
C
H
E
D
ULE
C
EILIN
G
H
EIG
H
T
V
A
RIE
S
F
O
R LE
V
EL
FLO
O
R
H
EIG
H
T
0' - 0 1/4"

CONCRETE SLAB PER

STRUCTURAL PLANS

SUPERIOS DRYWALL
EDGE TRIM # SET 058-118

SEALANT AND BACKER ROD

CONCRETE SLAB PER

STRUCTURAL PLANS

ADDITIONAL LAYER OF
5/8" TYPE X GYPSUM
WALLBOARD REQUIRED @

ACOUSTICAL SEPARATIONS

CONCRETE SLAB PER
STRUCTURAL PLANS.
0' - 0 1/2"
V
A
RIE
S
S
E
E
FINIS
H
S
C
H
E
D
ULE
C
EILIN
G
H
EIG
H
V
T
A
RIE
S
F
O
R LE
V
EL
FLO
O
R
H
EIG
H
T

REFERENCE GA
FILE # 1072

ACOUSTICAL INSULATION

PER SCHEDULE

WALL TYPE AND FINISH
PER PLAN (TYP.)

CEILING WHERE OCCURS

DRYWALL EDGE AS

PER SPECIFICATIONS

SEALANT AND BACKER ROD

CONCRETE SLAB PER
STRUCTURAL PLANS.

ADDITIONAL LAYER OF 5/8"
TYPE X GYP. BD @

ACOUSTICAL CONDITIONS

FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE

PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR

PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH STENCILING. SUCH IDENTIFICATION SHALL:

1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES.

2. BE REPEATED AT INTERVALS NOT EXCEEDING 30 FEET (914 mm) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND

3. INCLUDE LETTERING NOT LESS THAN 0.5 INCH (12.7 mm) IN HEIGHT, INCORPORATING THE SUGGESTED WORDING: "FIRE AND /OR SMOKE BARRIER - PROTECT ALL OPENINGS," OR OTHER WORDING.

EXCEPTION: WALLS IN GROUP R-2 OCCUPANCIES THAT DO NOT HAVE A REMOVABLE DECORATIVE CEILING ALLOWING ACCESS TO THE CONCEALED SPACE. 2 COAT EXTERIOR CEMENT PLASTER

OVER EXPANDED METAL LATH (NOT

REQUIRED FOR RATING)
6" MINIMUM STRUCTURAL

CONCRETE WALL OR COLUMN

SEE STRUCTURAL PLANS FOR

SIZES AND SEE ARCHITECTURAL

PLANS FOR LOCATIONS OF
RATED WALLS.

REF. C.B.C TABLE 720.1 (2)
ITEM 3-1.4

FOR PENETRATION DETAILS

SEE SHEET
A-XX
-

WEATHER RESISTIVE BARRIER, SEE
SPEC.

STUD SIZE

OVERALL WALL

THICKNESS
(2) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE

INTERIOR FINISH PER FINISH PLAN/SCHEDULE

BATT INSULATION PER SCHEDULE

WALL TYPE PER PLAN AND SCHEDULE
WALL DESIGN CRITERIA & TEST DATA:

REFER TO THE FOLLOWING & COMPLY W/ REQ.

TEST ASSEMBLY FIRE RATING
U.L. U419 TWO HOUR

SEE DETAIL

FOR HEAD-OF-WALL DETAIL

EXTERIOR FINISH WHERE OCCURS
DIM. POINT ON
PLANS (U.N.O.)

STUD SIZE AT EXTERIOR METAL FRAMING

PER DESIGN - BUILD ENGINEERED
SYSTEN
REF. G.A. FILE NO. WP 1522
STC 55 TO 59
4 A7.21
(2) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE

INTERIOR FINISH PER FINISH

PLAN/SCHEDULE

BATT INSULATION PER SCHEDULE

WALL TYPE PER PLAN AND SCHEDULE

STUD SIZE AT EXTERIOR METAL FRAMING

PER DESIGN - BUILD ENGINEERED
SYSTEN
DIM. POINT ON
PLANS (U.N.O.)
WALL DESIGN CRITERIA & TEST DATA:

REFER TO THE FOLLOWING & COMPLY W/ REQ.

TEST ASSEMBLY FIRE RATING
U.L. U415 TWO HOUR
G.A. FILE WP 7095 TWO HOUR
STC 45-49

FOR TWO HOUR HORIZONTAL SHAFT
ENCLOSURES: TEST ASSEMBLY WHI 694-0300.1
OR WHI PSH 0154/0167

SEE DETAIL

FOR HEAD-OF-WALL DETAIL
1" X 24" GYPSUM SHAFT LINER
NOTE; WHERE ASSEMBLY IS USED

HORIZONTALLY AS A CEILING ASSEMBLY
PROVIDE (1) ADDITIONAL FACE LAYER OF 5/8"
TYPE 'X' GYP. BD.

SHAFT
SIDE
PROPRIETARY ASSEMBLY:

UNITED STATES GYPSUM COMPANY
1/2" SHEETROCK FIRECODE "C" & 1"

SHEETROCK LINER PANELS, OR

APPROVED EQUAL
4 A7.21
GA FILE NO. WP 2800
STC 55 TO 59
BASE LAYER 1/2" PROPRIETARY TYPE X

GYPSUM WALLBOARD APPLIED PARALLEL
TO EACH SIDE OF 1 5/8" METAL STUDS 24"
O.C. WITH JOINTS STAGGERED 24" O.C.

EACH SIDE USING 1" TYPE S DRYWALL
SCREWS 24" O.C. SECOND LAYER 1/2"

PROPRIETARY TYPE X GYPSUM WALLBOARD

APPLIED PARALLEL TO EACH SIDE WITH
JOINTS STAGGERED 24" O.C. FROM BASE
LAYER JOINTS ATTACHED TO STUDS WITH 1
5/8" TYPE S DRYWALL SCREWS 24" O.C.

FACE LAYER OF 1/2" PROPRIETARY TYPE X

GYPSUM WALLBOARD APPLIED AT RIGHT

ANGLES OR PARALLEL TO EACH SIDE
ATTACHED TO STUDS WITH 2 1/4" TYPE S
DRYWALL SCREWS 12" O.C. WITH 1 1/2"

TYPE G DRYWALL SCREWS AT MIDPOINT
BETWEEN STUDS 1" FROM HORIZONTAL

JOINTS FOR RIGHT ANGLE APPLICATION OF
WALLBOARD.

SEE SHEET

FOR PENETRATION DETAILS
A-61.11
-

PARKING

CONCRETE SLAB PER

STRUCTURAL PLANS

CONCRETE SLAB PER
STRUCTURAL PLANS.

REFER TO DETAIL 4 ON

THIS SHEET FOR CMU
WALL ASSEMBLY.
8" TYPICAL U.N.O
6" METAL STUD
5/8" FIRE RATED, HIGH

IMPACT,
MOLD RESISTANT GYP. BD.

FLO
O
R
H
EIG
H
T

ACOUSTIC INSULATION

WHERE REQUIRED

SEALANT AND BACKER
ROD
(+/- 4'-0" - 6 R
O
W
S) V
A
RIE
S
ROOM

CONCRETE CURB
(WHERE OCCURS)

SLIP TRACK
ALIGN
SEE UL DESIGN #HW-D-0016

FOR ADDITIONAL INFORMATION

CONCRETE SLAB PER

STRUCTURAL
0' - 1"
PACKING MATERIAL 2 LAYERS OF 7/8" DIA.

POLYURETHANE BACKER ROD FRICTION

FIT ON TOP OF EACH OTHER INTO THE

GAP BETWEEN TOP OF GYPSUM BOARD

AND BOTTOM OF CONCRETE

JOINT SYSTEM - MAX SEPARATION

BETWEEN BOTTOM OF FLOOR AND TOP

OF WALL (AT TIME OF INSTALLATION OF
JOINT SYSTEM) IS 1". THE JOINT SYSTEM IS
DESIGNED TO ACCOMODATE A MAX 25

PERCENT COMPRESSION FROM ITS

INSTALLED WIDTH

GYPSUM BOARD SHEETS INSTALLED TO
A MIN TOTAL THICKNESS OF 5/8" OR 1 1/4"
ON EACH SIDE OF WALL FOR A 1 HOUR
OR 2 HOUR FIRE RATED WALL ,

RESPECTIVELY
A MIN. 1/2" THICKNESS OF FILL MATERIAL

INSTALLED ON EACH SIDE OF THE WALL

BETWEEN THE TOP OF THE GYPSUM

BOARD AND BOTTOM OF THE CONCRETE
FLOOR. FOR 1 HOUR SYSTEMS AND IN 2

HOUR SYSTEMS WHERE PACKING

MATERIAL OR FORMING MATERIAL ARE

NOT USED, BOND BREAKER TAPE TO BE

APPLIED TO CEILING RUNNER ON EACH
SIDE OF WALL.
2 1/2" MIN. WIDE STUDS CUT 1 INCH LESS IN

LENGTH THAN ASSEMBLY HEIGHT WITH

BOTTOM NESTING IN AND RESTING ON

FLOOR RUNNER AND WITH TOP NESTING IN
CEILING RUNNER WITHOUT ATTACHMENT.

STUD SPACING NOT TO EXCEED 24" O.C.
2016-0517

REINFORCING BARS PER

STRUCTURAL DRAWINGS
6" MINIMUM NOMINAL C.M.U. WALL
SOLID FILLED WITH GROUT. SEE
STRUCTURAL PLANS FOR C.M.U.

SIZES AND SEE ARCHITECTURAL

PLANS FOR LOCATIONS OF RATED
WALLS.
2 COAT EXTERIOR CEMENT
PLASTER OR 5/8" TYPE 'X' GYPSUM

BOARD OVER FURRING

CHANNELS PER PLANS (NOT

REQUIRED FOR RATING) (AS

OCCURS PER PLANS)

TOOL MORTAR JOINTS PER
SPECIFICATIONS.

REF. C.B.C TABLE 721.1 (2) ITEM 3-1.4
SEE SHEET A-X.XX FOR PENETRATION DETAILS
MINIMUM 3-5/8" METAL STUD WALL, SPACING PER

STRUCTURAL DRAWINGS
2 LAYERS 5/8" THICK GYPSUM WALL BOARD

SOUND BATT INSULATION, SEE INSULATION

SCHEDULE
FIRE RATING: ONE HOUR
STC: 60-64
ASSEMBLY: GA FILE NO. WP 5001
1 LAYER 5/8" THICK GYPSUM WALL BOARD
5/8" THICK GYPSUM WALL BOARD

ACOUSTICAL INSULATION PER

SCHEDULE
UNIT
MINIMUM 3-5/8" METAL STUD WALL,

SPACING PER STRUCTURAL DRAWINGS
FIRE RATING:

STC:

ASSEMBLY:

FRAMING PER PLANS

ACOUSTICAL INSULATION

PER SCHEDULE

WALL TYPE PER PLAN

AND SCHEDULE

CEILING WHERE OCCURS
V
A
RIE
S
S
E
E
FINIS
H
S
C
H
E
D
ULE
C
EILIN
G
H
EIG
H
T
V
A
RIE
S
F
O
R LE
V
EL
FLO
O
R
H
EIG
H
T
0' - 0 1/4"

CONCRETE SLAB PER

STRUCTURAL PLANS

SUPERIOS DRYWALL
EDGE TRIM # SET 058-118

SEALANT AND BACKER ROD

CONCRETE SLAB PER

STRUCTURAL PLANS

ADDITIONAL LAYER OF
5/8" TYPE X GYPSUM
WALLBOARD REQUIRED @

ACOUSTICAL SEPARATIONS
SEE DETAIL 4 ON THIS SHEET

FOR HEAD OF WALL DETAIL

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

Drawn:

Checked:

METAL &

CONCRETE
FRAMED
WALL

ASSEMBLIES
A7.21
3" = 1'-0" 9
NON - RATED INT. METAL STUD WALL
3" = 1'-0" 10
1-HR RATED BLDG EXT. WALL (METAL)
3" = 1'-0" 3

CMU WALL-METAL STUD
12" = 1'-0" 7

METAL FRAME WALL NOTES
3" = 1'-0" 12

CEILING HIGH PARTITION (METAL)
3" = 1'-0" 13 1-HR FULL-HEIGHT WALL FRMG (METAL)12" = 1'-0" 1

CONCRETE / CMU WALL NOTES
3" = 1'-0" 6
TYPICAL 2 & 3-HR CONC. WALL OR COLUMN
3" = 1'-0" 15 2-HR STUD WALL
3" = 1'-0" 14 2-HR SHAFT WALL - METAL
3" = 1'-0" 11
3-HR WALL AT GARAGE CORE
1 1/2" = 1'-0" 2

CMU/METAL STUD WALL
1 1/2" = 1'-0" 4

RATED HEAD OF WALL AT METAL STUDS
3" = 1'-0" 5
2 & 3-HR CMU WALL ASSEMBLY
3" = 1'-0" 19 1-HR FIRE PARTITION (UNIT PARTY WALL)
3" = 1'-0" 17 NON - RATED FURRING WALL WALL
3" = 1'-0" 18 1-HR CORRIDOR/ UNIT PARTITION WALL
Date Issues / Revisions:

City Council 33 – 124 11/21/2023
1' - 9" 1' - 9"
1' - 0" 1' - 0" 1' - 0"
2' - 0"
1' - 0"
1' - 9" 2' - 4"
1' - 6" 1' - 6"
EQ. EQ.
8' - 0"
8' - 0" 1' - 0"
NOTES:

1.OVERALL DIMENSIONS TYPE. FOR SINGLE WORKD PAVEMENT MARKINGS

2.REFER TO MANUAL OF UNIFORM CONTROL DEVICES "MARKINGS" SECTIONS FOR ADDITIONAL

INFORMATIONS
6' - 0"
T
Y
P
1' - 0" 2' - 0" T
Y
P.

TRAFFIC YELLOW

UTILITY PIPING
8 GA GALV. STEEL

PIPE GAURD

COLUMN OR WALL

PER PLAN
NOTE: PROVIDE UTILITY

PROTECTION FOR ALL PLUMBING,

MECHANICAL, ELECTRICAL,

FIRE/LIFE SAFETY SYSTEMS AT

ALL LOCATIONS ADJACENT

PARKING STALLS AND DRIVE
AISLES
- TYPICAL ALL GARAGE AREAS
6" 3' - 6"

UTILITY PIPING
8 GA GALV. STEEL

PIPE GAURD

COLUMN OR WALL

PER PLAN

COORDINATE ATTACHMENT

WITH STRUCTURAL

ENGINEER

ELEVATION
PLAN
.0.2"
*0.9"
*0.45"

TAPERED EDGES

WHERE EXPOSED

TYPICAL SECTION
FLOOR
P
E
R
M
F
G
R.

PER MFGR.

1.125"

1.125"
TYP.

2.350"
T
Y
P.

2.350"
NOTE:

IF A WALK CROSSES OR ADJOINS A

VEHICULAR WAY AND THE WALKING

SURFACES ARE NOT SEPARATED BY

CURBS, RAILINGS, OR OTHER ELEMENTS

BETWEEN THE PEDESTRIAN AREAS AND

THE VEHICULAR AREAS, THE BOUNDARY

BETWEEN THE AREAS SHALL BE

DEFINED BY A CONTINUOUS

DETECTABLE WARNING WHICH SPANS

THE WIDTH OF THE OPENING AND IS A
MINIMAL DEPTH/LENGTH OF 3'-0" IN THE
DIRECTION OF TRAVEL.

GROUT CROWN
4" DIA. x 1/4" THICK

TUBE STEEL PIPE BOLLARD

FULLY GROUTED
20" DIA. STEEL PLATE
W/ (4) 4"x1/2" ANCHOR
HOOKS SPACED @ 90°,

WELDED TO TUBE

STEEL PIPE BOLLARD &

SET IN FLOOR SLAB

GARAGE FLOOR SLAB
3' - 0" 3" 1/4"

PRECAST

CONCRETE

WHEEL STOP
EPOXY

ADHESIVE SET
TO STRUCT.

CONC. SLAB
(NO DRILLING
ALLOWED).
6"
4'-0" WIDE 6"

ELEVATION SECTION

WALL PER PLANS

CONCRETE CURB PER PLANS

W/ RADIUSED CORNER

GARAGE RAMP PER

STRUCTURAL DRAWINGS
6"
6"

CMU BLOCK WALL PER
PLANS

CONCRETE CURB
PER PLANS W/ 1/2"

CHAMFER AT
CORNER

CONCRETE GARAGE
SLAB PER STRUCT.

DRAWINGS
1' - 0"
4"
NOTE: SEE WRITTEN SPECIFICATION

FOR SPECIFIC INSTALLATION

PROCEEDURES
3/8" THICK TILE FLOORING
1/4" EXPANSION JOINT WITH

SEALANT AND BACKER ROD

THINSET BOND COAT

CLEAVAGE MEMBRANE

SLOPE DEPRESSION W/
STRUC. SLAB WHERE
OCCURS

STRUCTURAL SLAB

CLEAN CONCRETE SURFACE, ROUT

AND FILL ANY CRACKS WITH A

COMPATIBLE AND FLEXIBLE EPOXY
NOTE: PROVIDE 6 MIL VAPOR BARRIER

BELOW SLAB ON GRADE

FINISH FLOOR
2"

REINFORCED MORTAR BED

PAINTED PARKING

STALL LINES

CONTROL JOINT

AT COLUMN GRID
1/8"x 3/4" SAW-CUT

SLAB ON GRADE
24" SQUARE JOINT
PATTERN, SAW- CUT AT 45

DEGREES TO

COLUMN GRID
2' - 0"
2' - 0"

STRUCTURA

L COLUMN
NOTE: THIS DETAIL PROVIDED AS A MINIMUM
REQUIREMENT. DETAILS ON STRUCTURAL
PLANS TAKE PRECEDENT.
1' - 9" 1' - 6" 1' - 0"
1' - 6" 1' - 6"
1' - 6" 1' - 6"

RED IDENTIFICATION MARK

PER FIRE DEPARTMENT

REQUIREMENTS

FIRE EXTINGUISHER SIGNAGE

PER FIRE DEPARTMENT

REQUIREMENTS
P
E
R
FIR
E
D
E
P
A
R
T
M
E
N
T
B. COLUMN CONDITION A. WALL CONDITION
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

GARAGE &

GENERAL

PARKING

DETAILS
1/2" = 1'-0" 1 A7.22

TRAFFIC MARKING - FORWARD ARROW
1/2" = 1'-0" 2

TRAFFIC MARKING - TURN ARROW
1/2" = 1'-0" 5

TRAFFIC MARKING - STOP
1/2" = 1'-0" 6
TRAFFIC MARKING - PED. CROSSWALK
1 1/2" = 1'-0" 13 PIPE GUARD
1" = 1'-0" 11

DETECTABLE WARNING SURFACE
1 1/2" = 1'-0" 12

PIPE BOLLARD
3" = 1'-0" 15 WHEEL STOP3" = 1'-0" 3

CONCRETE CURB AT RAMP
3" = 1'-0" 7

TRASH ROOM CURB
6" = 1'-0" 9

TILE FLOOR
1/4" = 1'-0" 8
CONTROL JOINT LAYOUT - TYP.
1/2" = 1'-0" 10

TRAFFIC MARKING - FORK ARROW
1/2" = 1'-0" 4

FIRE EXTINGUISHER
Date Issues / Revisions:

City Council 33 – 125 11/21/2023
1' - 6"
2' - 0"

STANDARD
9' - 0"
8'-0" @ VAN
5' - 0" TYP.

STANDARD
9' - 0"
4" WIDE STRIPE

TYPICAL
0' - 3"
4" WIDE STRIPE

TYPICAL
6"X6"X4'-0" PRE-CAST CONCRETE

WHEEL STOP AT SINGLE STALL

COLUMN/WALL PER

BUILDING PLANS
0' - 4"
DRIVE
AISLE
0' - 9"
0' - 9"

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY
REFER TO DETAIL 6
SHEET GEN 6
EQ EQ
TYP
3 .
'-0"
4" WIDE PAINTED
3'-0" O.C. AT 45

DEGREE ANGLE AT

LOADING ZONE

NO PARKING

NO PARKING STENCILED
IN WHITE, 12" HIGH

LETTERS
1' - 6"
2' - 0"

STANDARD
9' - 0"
5-0" @ TYP.
8' - 0" VAN.
4" WIDE STRIPE

TYPICAL
0' - 5"
4" WIDE STRIPE

TYPICAL
0' - 4"
DRIVE
AISLE
0' - 9"

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY
REFER TO DETAIL 6
SHEET GEN 6
EQ EQ
TYP
3 .
'-0"
4" WIDE PAINTED
3'-0" O.C. AT 45

DEGREE ANGLE AT

LOADING ZONE

NO PARKING

NO PARKING STENCILED
IN WHITE, 12" HIGH

LETTERS
0' - 4"

ACCESSIBLE PARKING

STALL DESIGNATION

SIGN PER DETAIL
6"

STRUCTURAL, MECHANICAL, UTILITY

OR SIMILAR APPURTENANCES ARE

ONLY PERMITTED ADJACENT TO

REQUIRED STALL AREAS IF THE

REQUIRED WIDTH OF THE STALL IS
INCREASED AT LEAST SIX (6) INCHES
6" 6"
1' - 6"
2' - 0"
18' - 0"

STANDARD
8' - 6"

STANDARD
8' - 6"
4" WIDE STRIPE

TYPICAL
4" WIDE STRIPE

TYPICAL
6"X6"X4'-0" PRE-CAST

CONCRETE WHEEL STOP

AT SINGLE STALL

COLUMN/WALL/

PER BUILDING PLANS
DRIVE
AISLE
6"
9"

PAINTED STALL

IDENTIFICATION SIGN
EQ EQ
25' - 6"
1' - 6"
@ DEAD ENDS
9"
6"

STRUCTURAL, MECHANICAL, UTILITY OR

SIMILAR APPURTENANCES ARE ONLY PERMITTED

ADJACENT TO REQUIRED STALL AREAS IF

THE REQUIRED WIDTH OF THE STALL IS
INCREASED AT LEAST SIX (6) INCHES
1' - 6"
2' - 0"
12' - 0" 5' - 0" VAN. 9' - 0"
4" WIDE STRIPE

TYPICAL
0' - 5"
4" WIDE STRIPE

TYPICAL
0' - 4"
DRIVE
AISLE
0' - 9"
EQ EQ
TYP
3 .
'-0" 4" WIDE

PAINTED(GREEN)
3'-0" O.C. AT 45

DEGREE ANGLE AT

LOADING ZONE

NO PARKING
0' - 4"
10"

EV CHARGING
ONLY
EQ EQ

EV CHARGING
ONLY

STANDARD ACCESSIBLE

EVCS STALL

VAN ACCESSIBLE

EVCS STALLS
FUTURE LETTERS "EV CHARGING ONLY"
12INCHES HIGH MIN, CENTERLINE OF
THE TEXT SHALL BE A MAXIMUM 6

INCHES FROM THE CENTERLINE OF THE

VEHICLE SPACE
PER CBC 11B-812.9

LOCATE EV CHARGER TO

PLACE WHERE CABLE REACHABLE,
PER MFG & 11B-812.10

CLEAR FLOOR
SPACE

FUTURE EVCS

IDENTIFICATION SIGN,
MINUMUM AREA 70 Sq.in,
CBC 11B-812.8

ACCESSIBLE ROUTE
@ AISLES LESS
THAN 28'-0" WIDE
9"
10"
4' - 0"
2' - 6"

FUTURE CHARGING CABLE

OBSTRUCTION AS

OCCURS PER PLANS
* ONE IN EVERY 25 EV SPACES, BUT NOT LESS THAN ONE, SHALL ALSO HAVE AN 8-FOOT WIDE MINIMUM AISLE. A 5- FOOT WIDE MINIMUM AISLE SHALL BE PERMITTED PROVIDE THE MINIMUM WIDTH OF THE EV SPACE IS 12 FEET.

DEFINITION:

- OFF-BOARD CHARGING EQUIPMENT USED TO CHARGE
AN ELECTRIC VEHICLE.
- A SPACE INTENDED FOR FUTURE INSTALLATION OF EV

CHARGING EQUIPMENT AND CHARGING OF ELECTRIC
VEHICLES.
- ONE OR MORE ELECTRIC VEHICLE CHARGING SPACES

SERVED BY ELECTRIC VEHICLE CHARGER(S) OR OTHER

CHARGING EQUIPMENT ALLOWING CHARGING OF
ELECTRIC VEHICLES. ELECTRIC VEHICLE CHARGING
STATIONS ARE NOT CONSIDERED PARKING SPACES.
- THE CONDUCTORS, INCLUDING THE UNGROUNDED,

GROUNDED, AND EQUIPMENT GROUNDING

CONDUCTORS AND THE ELECTRIC VEHICLE

CONNECTORS, ATTACHMENT PLUGS AND ALL OTHER

FITTINGS, DEVICES, POWER OUTLETS, OR APPARATUS

INSTALLED SPECIFICALLY FOR THE PURPOSE OF

TRANSFERRING ENERGY BETWEEN THE PREMISES
WIRING AND THE ELECTRIC VEHICLE.

ELECTRIC VEHICLE (EV) CHARGER

ELECTRIC VEHICLE CHARGING SPACE (EV SPACE)

ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE)

ELECTRIC VEHICLE CHARGING STATION (EVCS)
NOTES:

1. NEW CONSTRUCTION SHALL COMPLY WITH 2019 CGBC
SECTION 4.106.4.1, 4.106.4.3, TO FACILITATE FUTURE
INSTALLATION AND USE OF EV CHARGERS. ELECTRIC

VEHICLE SUPPLY EQUIPMENT (EVSE) SHALL BE

INSTALLED IN ACCORDANCE WITH THE CALIFORNIA
NOTES: ELECTRICAL CODE, ARTICLE 625. 1. SEE ADDITIONAL NOTES AT DETAIL OF

ACCESSIBLE PARKING STALL

2. SEE 2019 CBC 11B-812, 11B-228.3

3. WHERE FOUR OR FEWER TOTAL EVCS
ARE PROVIDED. IDENTIFICATION WITH AN

INTERNATIONAL SYMBOL OF
ACCESSIBILITY SHALL NOT BE REQUIRED.

CBC 11B-812.8.1.
4" WIDE STRIPE

TYPICAL
EQ EQ

EV CHARGING
ONLY
9"
9' - 0" 9' - 0" 10"
EQ EQ

EV CHARGING
ONLY

STANDARD EVCS STALL

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

Drawn:

Checked:

GARAGE &

GENERAL

PARKING

DETAILS
1/4" = 1'-0" 1 A7.23
PARKING - TYP. ACCESSIBLE STALL
3/16" = 1'-0" 2

PARKING - TYPICAL STALL
1/4" = 1'-0" 3

PARKING - TYPICAL EVCS STALL
Date Issues / Revisions:

City Council 33 – 126 11/21/2023
INTERIOR SIDE 1-LAYER 5/8" TYPE "X" GYPSUM
BOARD.

INSULATION PER SCHEDULE
FIRE RATING: ONE HOUR
STC: SEE ACOUSTICAL REPORT
ASSEMBLY: CBC TABLE 721.1(2) ITEM 15-1.3

RATED ASSEMBLY

FIRE RETARDANT TREATED SHEATHING
(WHERE OCCURS) O/ MIN. 2x6 FIRE RETARDANT

TREATED STUD FRAMING PER STRUCTURAL

PLANS AT TYPE III CONSTRUCTION PER CBC
602.3
EXTERIOR SIDE 7/8" CEMENT PLASTER, 1:4 FOR
SCRATCH COAT AND 1:5 FOR BROWN COAT, BY

VOLUME, CEMENT TO SAND O/ WRB PER WP

DRAWINGS
INT. EXT.

NOTE: WHERE WASTE AND WATER SUPPLY PIPING IS

REQUIRED IN INTERIOR PARTITION WALLS THE

PARTITION WALL SHALL BE CONSTRUCTED WITH THE
FOLLOWING REVISIONS :

1. 2X4 STUDS ON A 2X8 PLATE OR DOUBLE 2X WALLS.

SEE PLANS

2. ONE LAYER OF BATT INSULATION FRICTION FIT
BETWEEN THE STUDS WHERE PIPING OCCURS.

3. AT SOUND SENSITIVE AREAS PROVIDE BATT

INSULATION FRICTION FIT BETWEEN STUDS
MINIMUM 2X4 WOOD STUDS MAXIMUM 24" O.C. WITH 5/8"
TYPE "X" GYPSUM BOARD APPLIED VERTICALLY OR

HORIZONTALLY TO EACH SIDE OF WOOD STUDS &
NAILED w/ 6d COOLER OR WALLBOARD NAILS AT 7" O.C.

WITH END JOINTS ON NAILING MEMBERS. STAGGER
JOINTS EACH SIDE. SEE STRUCTURAL FRAMING,
SEGMENT AND ENLARGED UNIT PLANS FOR SIZES.

NOTE:

APPLY WOOD STRUCTURAL PANELS PER

STRUCTURAL DRAWINGS TO STUDS PRIOR TO

APPLICATION OF FINISHES
SEE SHEET FOR PENETRATION DETAILS Ax.xx
- FIRE RATING: ONE HOUR
STC: NA
ASSEMBLY: CBC TABLE 721.1(2) 14-1.3
INSULATION PER SCHEDULE.

FIRE RATING: TWO HOUR
STC: NA
ASSEMBLY: CBC TABLE 721.1(2) 15-1.6

RATED ASSEMBLY
2" X 6" FIRE-RETARDANT-TREATED WOOD STUDS 16"
ON CENTER.

FIRE RETARDANT SHEATHING WHERE OCCURS
INTERIOR FACE HAS TWO LAYERS OF 5/8" TYPE X

GYPSUM WITH THE BASE LAYER PLACED VERTICALLY
AND ATTACHED WITH 6D BOX NAILS 12" ON CENTER.

THE FACE LAYER IS PLACED HORIZONTALLY AND
ATTACHED WITH 8D BOX NAILS 8" ON CENTER AT
JOINTS AND 12" ON CENTER ELSEWHERE.

THE EXTERIOR FACE HAS A BASE LAYER OF 5/8"

TYPE X GYPSUM SHEATHING PLACED VERTICALLY
WITH 6D BOX NAILS 8" ON CENTER AT JOINTS AND 12"
ON CENTER ELSEWHERE. AN APPROVED BUILDING

PAPER IS NEXT APPLIED, FOLLOWED BY SELF- FURRED EXTERIOR LATH ATTACHED WITH 2 1/2", NO. 12 GAGE GALVANIZED ROOFING NAILS
WITH A 3/8" DIAMETER HEAD AND SPACED 6" ON
CENTER ALONG EACH STUD.

CEMENT PLASTER CONSISTING OF A 1/ 2" BROWN
COAT IS THEN APPLIED. THE SCRATCH COAT IS
MIXED IN THE PROPORTION OF 1:3 BY WEIGHT,
CEMENT TO SAND WITH 10 POUNDS OF HYDRATED
LIME AND 3 POUNDS OF APPROVED ADDITIVES OR
AD MIXTURES PER SACK OF CEMENT. THE BROWN
COAT IS MIXED IN THE PROPORTION OF 1:4 BY

WEIGHT, CEMENT TO SAND WITH THE SAME

AMOUNTS OF HYDRATED LIME AND APPROVED

ADDITIVES OR ADMIXTURES USED IN THE SCRATCH
COAT.

NOTE: APPLY WOOD STRUCUTRAL PANEL

PER STRUCTURAL DRAWINGS TO STUDS
PRIOR TO APPLICATION OF FINISHES.

INT. EXT.

TWO LAYERS 1"X24" . PROPRIETARY TYPE X

GYPSUM PANELS INSERTED
BETWEEN 2" FLOOR AND
CEILING RUNNERS WITH 2"

STEEL H STUDS BETWEEN

ADJACENT PAIRS OF
GYPSUM PANELS. 2"

MINERAL FIBER
INSULATION, 3.0 pcf,

APPLIED OVER EACH SIDE

AND STAPLED TO GYPSUM
PANELS. (NLB)

WOOD STRUCTURAL PANELS,

SEE STRUCTURAL DRAWINGS

EXTERIOR CEMENT PLASTER

PER SPECIFICATIONS WHERE

OCCURS, SEE BUILDING
PLANS.

FIRE RATING: THREE HOUR
STC:

ASSEMBLY: GA FILE NO. ASW 2600
6" RATED ASSEMBLY
2X6 WOOD STUD AT

EXTERIOR LOCATIONS
1' - 2 3/4"

1. STUD SIZES INDICATED ON THE FLOOR PLANS BY HATCH PATTERNS AND/OR KEYNOTES ARE PROVIDED TO SHOW DESIGN INTENT. REFER TO STRUCTURAL DRAWINGS FOR STUD SIZE, SPACING AND SHEAR WALL LOCATIONS.

2. REFER TO RATED ASSEMBLIES FOR DETAILED CONSTRUCTION REQUIREMENTS. GENERAL CONTRACTOR SHALL KEEP A COPY OF ALL THE RATED ASSEMBLY REPORTS AT THE JOB SITE TRAILER FOR REFERENCE.

3. REFER TO ACOUSTIC REPORT BY ACOUSTICAL CONSULTANT FOR ADDITIONAL WALL REQUIREMENTS.

4. WHERE A SUBSTITUTION TO THE RATED ASSEMBLY NOTED IN THE CONSTRUCTION DOCUMENT IS PROPOSED, A

COMPLETE SUBSTITUTION PACKAGE CONTAINING A TESTED, APPROVED ALTERNATE ASSEMBLY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN BUILDING DEPARTMENT APPROVAL AND TO COORDINATE ANY ADJUSTMENT REQUIRED BY SAID SUBSTITUTION.

5. REFER TO SHEET AX.XX FOR PENETRATION DETAILS.

6. REFER TO SHEET AX.XX FOR DEMISING WALL DETAILS.

7. REFER TO AND AND WATERPROOFING DETAILS FOR EXPANSION JOINT AND PLASTER SCREEDS.

8. PER CBC SECTION 703.7, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR

ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL:

1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES.

2. BE LOCATED WITHIN 15 FEET (4572 mm) OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET (9144 mm) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND

3. INCLUDE LETTERING NOT LESS THAN 3 INCHES (76 mm) IN HEIGHT WITH A MINIMUM 3/8 INCH (9.5 mm) STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING: "FIRE AND /OR SMOKE BARRIER - PROTECT ALL OPENINGS," OR SIMILAR WORDING.

EXCEPTION: WALLS IN GROUP R-2 OCCUPANCIES THAT DO NOT HAVE A REMOVABLE DECORATIVE CEILING ALLOWING ACCESS TO THE CONCEALED SPACE.

9. APPLY SHEATHING TO STUDS PER STRUCTURAL DRAWINGS PRIOR TO APPLICATION OF FINISHES.

10. U.N.O., SEE SPECIFICATIONS FOR QUALITY, COMPOSITION AND APPLICATION OF EXTERIOR CEMENT PLASTER.

11. PER GENERAL EXPLANATORY NOTE #4 IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL GA-600 2015, SCREWS MEETING ASTM C 1002 SHALL BE PERMITTED TO BE SUBSTITUTED FOR THE PRESCRIBED NAILS, ONE FOR ONE,

WHEN THE LENGTH AND HEAD DIAMETER OF THE SCREWS EQUAL OR EXCEED THOSE OF THE NAILS SPECIFIED IN THE

TESTED SYSTEM AND THE SCREW SPACING DOES NOT EXCEED THE SPACING SPECIFIED FOR THE NAILS IN THE TESTED SYSTEM.
-
---
-
---
ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED
PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2X4
WOOD STUDS 16" O.C. STAGGERED 8" O.C. ON 2X6
WOOD PLATES WITH 6d COATED NAILS, 1 7/8" LONG,

0.0915" SHANK, 1/4" HEADS, 7" O.C. JOINTS STAGGERED
24" ON OPPOSITE SIDES. HORIZONTAL BRACING
REQUIRED AT MID HEIGHT. (LOAD BEARING)

WOOD STRUCTURAL PANELS, SEE STRUCTURAL
DWGS

UNIT CORRIDOR
1" MINERAL WOOL VERTICAL FIRE STOPPING @ 10'-0"

INTERVALS
5 1/2" MINIMUM SOUND BATT INSULATION, SEE

INSULATION SCHEDULE
FIRE RATING: ONE HOUR
STC: 50 MIN PER NRC TL 93-225
ASSEMBLY: GA FILE NO. WP 3371
ADD ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD

AT BEDROOM WALLS ADJACENT TO CORRIDORS
ADD ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD

AT BEDROOM WALL ADJACENT TO CORRIDOR
PER GA-600-2015 FIRE RESISTANCE DESIGN MANUAL:

SCREWS MEETING ASTM C 1002 SHALL BE PERMITTED

TO BE SUBSTITUTED FOR THE NAILS, ONE FOR ONE,

WHEN THE LENGTH AND HEAD DIAMETER OF THE

SCREWS EQUAL OR EXCEED THOSE OF THE NAILS

SPECIFIED IN THE TESTED SYSTEM AND THE SCREW

SPACING DOES NOT EXCEED THE SPACING SPECIFIED
FOR THE NAILS IN THE TESTED SYSTEM.

INSULATION PER INSULATION SCHEDULE

ELEVATOR / STAIR
FIRE RATING: TWO HOUR
STC: 53
ASSEMBLY: GA FILE NO. WP 4135

RATED ASSEMBLY
2x4 WOOD STUDS or 3 5/8" or 6" METAL
STUDS 16" O.C. WITH ONE LAYER 5/8" TYPE X

GYPSUM WALLBOARD

CALIFORNIA OFFICE OF NOISE CONTROL

1.2.4.1.5.14 STC 53
BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD

APPLIED AT RIGHT ANGLES TO EACH SIDE OF
MINIMUM 2X4 WOOD STUDS MAXIMUM 16" O.C.

WITH 6d COATED NAILS, 1 7/8" LONG, 0.085"
SHANK, 1/4" HEADS, 24" O.C. FACE LAYER 5/8"

TYPE X GYPSUM WALLBOARD APPLIED AT
RIGHT ANGLES TO EACH SIDE WITH 8d COATED
NAILS, 2 3/8" LONG, 0.100" SHANK, 1/4" HEADS,
8" O.C.

JOINTS STAGGERED 24" O.C. EACH LAYER AND
SIDE. SOUND TESTED WITH 16" O.C. AND WITH
NAILS FOR BASE LAYER SPACED 6" O.C.. (LOAD

BEARING)
PER GA-600-2015 FIRE RESISTANCE DESIGN
MANUAL: SCREWS MEETING ASTM C 1002 SHALL

BE PERMITTED TO BE SUBSTITUTED FOR THE

NAILS, ONE FOR ONE, WHEN THE LENGTH AND

HEAD DIAMETER OF THE SCREWS EQUAL OR

EXCEED THOSE OF THE NAILS SPECIFIED IN THE

TESTED SYSTEM AND THE SCREW SPACING

DOES NOT EXCEED THE SPACING SPECIFIED
FOR THE NAILS IN THE TESTED SYSTEM.

ALTERNATE: REF: CBC 721.1 (2) 15-1.7
2"
6" MIN.

ALTERNATE: REF: CBC 721.1 (2) 14-1.5
BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD

APPLIED AT RIGHT ANGLES TO EACH SIDE OF
MINIMUM 2X4 WOOD STUDS MAXIMUM 24" O.C.

WITH 6d COATED NAILS, 1 7/8" LONG, 0.085"
SHANK, 1/4" HEADS, 24" O.C. FACE LAYER 5/8"

TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT
ANGLES TO EACH SIDE WITH 8d COATED NAILS, 2
3/8" LONG, 0.100" SHANK, 1/4" HEADS, 8" O.C.

JOINTS STAGGERED 24" O.C. EACH LAYER AND
SIDE. SOUND TESTED WITH 16" O.C. AND WITH
NAILS FOR BASE LAYER SPACED 6" O.C.. (LOAD

BEARING)
FIRE RATING: TWO HOUR
STC: 40 to 44
ASSEMBLY: GA FILE NO. WP 4135

RATED ASSEMBLY

WOOD STRUCTURAL PANELS PER

STRUCTURAL DRAWING

FIBERGLASS INSULATION PER

INSULATION SCHEDULE
PER GA-600-2015 FIRE RESISTANCE DESIGN
MANUAL: SCREWS MEETING ASTM C 1002 SHALL

BE PERMITTED TO BE SUBSTITUTED FOR THE

NAILS, ONE FOR ONE, WHEN THE LENGTH AND

HEAD DIAMETER OF THE SCREWS EQUAL OR

EXCEED THOSE OF THE NAILS SPECIFIED IN THE

TESTED SYSTEM AND THE SCREW SPACING

DOES NOT EXCEED THE SPACING SPECIFIED
FOR THE NAILS IN THE TESTED SYSTEM.

AIRGAP
1" OR 2"
1" MINERAL WOOL FIRE STOPPING AT
10'-0" O.C. VERTICAL INTERVALS
FIRE RATING: TWO HOUR
STC: 65 to 69
ASSEMBLY: GA FILE NO. WP 3725

RATED ASSEMBLY
NOTE:

APPLY WOOD STRUCTURAL PANELS PER

STRUCTURAL DRAWINGS TO STUDS

PRIOR TO APPLICATION OF FINISHES
BASE LAYER 5/8” TYPE X GYPSUM

WALLBOARD OR GYPSUM VENEER BASE

APPLIED AT RIGHT ANGLES TO EACH SIDE OF
DOUBLE ROW OF 2 X 4 WOOD STUDS 16” O.C.

ON SEPARATE PLATES 1” APART WITH 2” TYPE
W SCREWS 24” O.C. FACE LAYER 5/8” TYPE X

GYPSUM WALLBOARD OR GYPSUM VENEER

BASE APPLIED AT RIGHT ANGLES TO EACH
SIDE WITH 2-1/2” TYPE W SCREWS, 8” O.C. TWO
LAYERS 3.5” UNFACED GLASS FIBER

INSULATION FRICTION FIT BETWEEN STUD,
ONE PER SIDE.

JOINTS STAGGERED 16” EACH LAYER AND
SIDE. HORIZONTAL BRACING REQUIRED AT
MID-HEIGHT.
(LOAD-BEARING)
PER GA-600-2015 FIRE RESISTANCE DESIGN
MANUAL: SCREWS MEETING ASTM C 1002

SHALL BE PERMITTED TO BE SUBSTITUTED FOR

THE NAILS, ONE FOR ONE, WHEN THE LENGTH

AND HEAD DIAMETER OF THE SCREWS EQUAL

OR EXCEED THOSE OF THE NAILS SPECIFIED IN

THE TESTED SYSTEM AND THE SCREW

SPACING DOES NOT EXCEED THE SPACING

SPECIFIED FOR THE NAILS IN THE TESTED
SYSTEM.
0' - 11 1/2"
NOTE: APPLY SHEATHING PER
STRUCTURAL DRAWINGS.

1. ONE LAYER OF BATT INSULATION

SNUGLY FITTED BETWEEN THE STUDS
WHERE PIPING OCCURS.

FIRE RETARDANT TREATED PLYWOOD
SHEATHING WHERE OCCURS. REFER
TO STRUCTURAL DRAWINGS.
5/8" TYPE "X" GYPSUM BOARD, SEE
DETAIL 2 THIS SHEET FOR APPLICATION
DOUBLE 2x6 STUDS MIN. AT 16" O.C.

MAX. WITH BATT. INSULATION PER

SCHEDULE
3 COAT CEMENT PLASTER & LATH O/ 2
LAYERS GRADE D BLDG. PAPER OR WP
PER WP DOCS.

NOTE:

WHERE WASTE AND WATER SUPPLY

PIPING IS REQUIRED IN INTERIOR

PARTITION WALLS THE PARTITION

WALL SHALL BE CONSTRUCTED WITH
THE FOLLOWING REVISIONS :

REF: CBC 721.1 (2) 15-1.3
MIN. 0' - 11 1/2"

SEE SHEET FOR PENETRATION
DETAILS A-61.11
-

FIRE RETARDANT TREATED FRAMING
INT. EXT.

NOTE:

GYPSUM WALLBOARD SHALL BE APPLIED

WITH HORIZONTAL JOINTS STAGGERED NOT
LESS THAN 12" ON OPPOSITE SIDES
SEE SHEET FOR PENETRATION DETAILS A-75.1
-

WOOD STRUCTURAL PANELS, WHERE OCCURS,
PER STRUCTURAL DRAWINGS. APPLY TO STUDS

PRIOR TO APPLICATION OF FINISHES

UNIT/CORRIDOR
FIRE RATING: ONE HOUR
STC: 56-58 PER ACOUSTICAL REPORT
ASSEMBLY: GA FILE NO. WP 5513
UNIT
1HR WALL PER DETAILS 3/ 9 ON THIS SHEET
**
2X WOOD STUD OR MTL STUD

FRAMING
** 6" AT BATHS
** 6" AT KITCHEN
FIRE RATING: TWO HOUR
STC: NA
ASSEMBLY: CBC TABLE 721.1(2) 15-1.6
NOTE: APPLY WOOD STRUCUTRAL PANEL

PER STRUCTURAL DRAWINGS TO STUDS
PRIOR TO APPLICATION OF FINISHES.

INT.

PER PLANS
2 OR 6/A-61.51PER PLANS

RATED ASSEMBLY

EXTERIOR FINISH PER

ELEVATIONS
5/8" TYPE 'X' GYPSUM
SHEATHING OVER 2X WOOD

STUD WALL PER STRUCTURAL

DRAWINGS

FIRE RETARDANT TREATED

FRAMING (TYPICAL)
INTERIOR SIDE: ONE LAYER 5/8" TYPE 'X'

GYPSUM WALLBOARD, WATER-RESISTANT

GYPSUM BACKING BOARD, OR GYPSUM VENEER

BASE APPLIED PARALLEL OR AT RIGHT
ANGLES TO STUDS WITH 6D COATED NAILS,
1 7/8" LONG,0.0915" SHANK, 1/4" HEADS, 7" O.C.
(LOAD-BEARING)

INSULATION PER SCHEDULE
FIRE RATING: ONE HOUR
STC: NA
ASSEMBLY: GA WP 8105
EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8"

TYPE 'X' GYPSUM SHEATHING APPLIED PARALLEL
TO MIN 2 X4 WOOD STUDS 24" O.C. WITH 1 3/4"

GALVANIZED ROOFING NAILS
4" O.C. AT VERTICAL JOINTS AND 7" O.C. AT

INTERMEDIATE STUDS AND TOP AND BOTOM
PLATES.

JOINTS OF GYPSUM SHEATHING MAY BE LEFT
UNTREATED.

EXTERIOR FIBER CEMENT SIDING TO BE ATTACHED
THROUGH SHEATHING TO STUDS.

FIRE RETARDANT TREATED STUD FRAMING

PER STRUCTURAL PLANS
3 1/2" UNFACED GLASS FIBER FRICTION FIT IN STUD INT. EXT. SPACE.

WEATHER BARRIER PER BUILDING ENVELOPE

DRAWINGS

REFER TO SHEETS
A2-10.10
A3-10.10
A4-10.10

FOR EXTERIOR LOAD BEARING WALL

LOCATIONS AT LOAD BEARING WALLS
USE DETAIL 6 ON THIS SHEET
FIRE TEST SEE WP 3510
INTERIOR SIDE: ONE LAYER 5/8" TYPE 'X'

GYPSUM WALLBOARD, WATER-RESISTANT

GYPSUM BACKING BOARD, OR GYPSUM VENEER

BASE APPLIED PARALLEL OR AT RIGHT
ANGLES TO STUDS WITH 6D COATED NAILS,
1 7/8" LONG,0.0915" SHANK, 1/4" HEADS, 7" O.C.
(LOAD-BEARING)

INSULATION PER SCHEDULE
FIRE RATING: ONE HOUR
STC: NA
ASSEMBLY: GA WP 8105
EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8"

TYPE 'X' GYPSUM SHEATHING APPLIED PARALLEL
TO MIN 2 X4 WOOD STUDS 24" O.C. WITH 1 3/4"

GALVANIZED ROOFING NAILS
4" O.C. AT VERTICAL JOINTS AND 7" O.C. AT

INTERMEDIATE STUDS AND TOP AND BOTOM
PLATES.

JOINTS OF GYPSUM SHEATHING MAY BE LEFT
UNTREATED.

EXTERIOR CLADING TO BE ATTACHED
THROUGH SHEATHING TO STUDS.

FIRE RETARDANT TREATED STUD FRAMING

PER STRUCTURAL PLANS
3 1/2" UNFACED GLASS FIBER FRICTION FIT IN INT. EXT. STUD SPACE.

WEATHER BARRIER PER BUILDING ENVELOPE

DRAWINGS

REFER TO SHEETS
A2-10.10
A3-10.10
A4-10.10

FOR EXTERIOR LOAD BEARING WALL

LOCATIONS AT LOAD BEARING WALLS
USE DETAIL 6 ON THIS SHEET
FIRE TEST SEE WP 3510
NOTE:

GYPSUM WALLBOARD SHALL BE APPLIED

WITH HORIZONTAL JOINTS STAGGERED NOT
LESS THAN 12" ON OPPOSITE SIDES

SEE SHEET FOR PENETRATION DETAILS A-XX
-
UNIT
5/8" GYPSUM BOARD OVER 2X4 WOOD STUDS

FRAMING PER PLANS

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

Drawn:

Checked:

ASSEMBLIES
A7.31
3" = 1'-0" 2
1-HR EXT. (NON-BEARING) WALL
3" = 1'-0" 5
1-HR INT. WALL - TYP.
3" = 1'-0" 6
2-HR EXT. (BEARING) WALL
3" = 1'-0" 14 3-HR FIREWALL AT INTERIOR
12" = 1'-0" 1 WOOD FRAME WALL GENERAL NOTES
3" = 1'-0" 3
1-HR CORRIDOR WALL
3" = 1'-0" 11
2-HR RATED WALL
3" = 1'-0" 7
2 HR INTERIOR STUD WALL
3" = 1'-0" 10
1-HR WALL PARTITION
3" = 1'-0" 4
1-HR EXT. DBL. (NON-BEARING) WALL
3" = 1'-0" 15 1-HR PLUMBING WALL @ CORRIDOR WALL
3" = 1'-0" 8
2-HR EXT. (BEARING)-FURRED WALL
3" = 1'-0" 13 1-HR EXT. (NON-BEARING) WALL - SIDING
3" = 1'-0" 12
1-HR (NON-BEARING) WALL - RAINSCREEN
3" = 1'-0" 9

NON-RATED FURRING WALL
Date Issues / Revisions:

City Council 33 – 127 11/21/2023
SOLID 4x OR 6x FRAMING

MEMBER, FRAMING MEMBER TO

MATCH WIDTH OF WALL

WALL FRAMING PER PLANS

CORRIDOR STAIR
CONTINUOUS DOUBLE 2x

JOISTS OR BLOCKS WHERE

FLOOR FRAMING IS

PERPENDICULAR TO WALL
1/2" GYPSUM WALLBOARD OVER

NON-COMBUSTIBLE FRAMING

INSULATION PER SCHEDULE

FIRE MEMBRANE PER FLOOR

PLANS AND WALL SCHEDULE

TOP OF SHEATHNG

PER SECTIONS

BLOCK AS REQUIRED FOR

DRYWALL AND BASE

ATTACHMENT

TOP OF FINISH

FLOOR AT UNITS
SLOPE

TO DRAIN

ROOF FRAMING PER

STRUCTURAL DRAWINGS

FIRE CAULKING FOR

DRYWALL CUT

OUT FOR FRAMING

MEMBERS

CONTINUOUS FIRE BARRIER

TO THE UNDERSIDE OF

PLYWOOD SHEATHING

FIRE CAULKING FOR

DRYWALL CUT OUT FOR

FRAMING MEMBERS AT

PERPENDICULAR

CONDITIONS

NON-COMBUSTIBLE

FRAMING

INSULATION PER SCHEDULE

CORRIDOR STAIR

ROOF FRAMING TO BE
TRUSSES. PROVIDE

INSULATION AT CRICKET

CONDITIONS

FLOOR JOISTS PER

STRUCTURAL DRAWINGS

WALL FRAMING PER PLANS

CORRIDOR UNIT
CONTINUOUS 2x BLOCKING FIT

TIGHT TO FLOOR JOISTS,

ABOVE FIRE MEMBRANE

FIRE RATED ACOUSTICAL

JOINT PER ACOUSTICAL
REPORT
1/2" GYPSUM WALLBOARD

OVER NON-COMBUSTIBLE

FRAMING

INSULATION PER SCHEDULE

TOP OF FINISH

FLOOR AT UNITS

STAGGERED STUD WHERE

INDICATED ON PLANS

BLOCK AS REQUIRED FOR

DRYWALL AND BASE ATTACHMENT

FIRE RATED ACOUSTICAL

JOINT PER ACOUSTICAL
REPORT

STAGGERED STUD WHERE

INDICATED ON PLANS

FIRE MEMBRANE PER FLOOR

PLANS AND WALL SCHEDULE
2X CONTINUOUS BLOCKING

NON-COMBUSTIBLE FRAMING

INSULATION PER SCHEDULE

DRAFTSTOPPING AT FIRE
PARTITION PER CBC 2013 SECTION
718
SLOPE

TO DRAIN

CORRIDOR UNIT
5/8" TYPE 'X' GYPSUM WALLBOARD

DRAFTSTOPPING
ISOLATE GYPSUM BOARD 1/8"

FROM WALL FILL AIR SPACE TIGHT

WITH ACOUSTICAL CAULKING,

TYPICAL ALL ROOMS

WOOD STRUCTURAL PANELS,

SEE STRUCTURAL DRAWINGS

ROOF FRAMING PER

STRUCTURAL DRAWINGS

ROOF FRAMING TO BE
TRUSSES. PROVIDE

INSULATION AT CRICKET

CONDITIONS

FLOOR JOISTS PER

STRUCTURAL DRAWINGS

WALL FRAMING PER PLANS

UNIT STAIR

INSULATION PER SCHEDULE

WOOD STRUCTURAL

PANELS, SEE STRUCTURAL

DRAWINGS

TOP OF FINISH

FLOOR AT UNITS
SOLID 4x OR 6x FRAMING
MEMBER AT STAIR SIDE.

FRAMING MEMBER WIDTH

TO MATCH WALL WIDTH
DOUBLE 2x BLOCKING AS

REQUIRED FOR

ATTACHMENT OF DRYWALL

FIRE RATED ACOUSTICAL

JOINT PER ACOUSTICAL
REPORT

FIRE MEMBRANE PER

FLOOR AND WALL

SCHEDULE

FIRE RATED ACOUSTICAL

JOINT PER ACOUSTICAL
REPORT

BLOCK AS REQUIRED FOR

DRYWALL / BASE

ATTACHMENT

FLOOR JOISTS PER

STRUCTURAL DRAWINGS

FIRE CAULKING FOR

DRYWALL CUT OUT FOR

FRAMING MEMBERS

CONTINUOUS FIRE BARRIER

TO THE UNDERSIDE OF

PLYWOOD SHEATHING

FIRE CAULKING FOR

DRYWALL CUT OUT FOR

FRAMING MEMBERS AT

PERPENDICULAR

CONDITIONS

INSULATION PER SCHEDULE

WOOD STRUCTURAL PANELS,

SEE STRUCTURAL DRAWINGS
SLOPE

TO DRAIN

UNIT STAIR

ROOF FRAMING TO BE
TRUSSES. PROVIDE

INSULATION AT CRICKET

CONDITIONS

FLOOR JOISTS PER

STRUCTURAL

DRAWINGS

WOOD STRUCTURAL

PANEL PER

STRUCTURAL

DRAWINGS

WALL FRAMING PER
PLANS

CORRIDOR STORAGE
2x BLOCKING
2x BLOCKING AS

REQUIRED
RIS
E
R
H
T.

T
O
M
A
T
C
H

DOOR AND FRAME PER PLAN

W/ BOTTOM DRIP
G.I. FLASHING, PAINT SAFETY
YELLOW. SLOPE FLASHING TO

EXTERIOR
2 HOUR WALL PER PLAN

ROOF WATERPROOFING PER
SPEC'S AND W.P. DOCUMENTS

PLYWD LAYER OVER WOOD

FRAMING SLOPED TO ROOF
DRAIN 1/2"/FT. MIN.

FLOOR FRAMING PER

STRUCTURAL
FIN. FLOOR AT LANDING, SEE

STAIR SECTIONS
2 HOUR WALL

PER PLAN

ROOF WATERPROOFING PER
SPEC'S AND W.P.

DOCUMENTS RIGID INSULATION

SLOPED TO ROOF DRAIN

WOOD TRUSS PER

STRUCTURAL
FIN. FLOOR AT

LANDING, SEE

STAIR SECTIONS
STAIR

STAIR ROOF

EXTERIOR PLASTER

FIRE BARRIER TO BE

CONTINUOUS TO THE

UNDERSIDE OF PLYWOOD
SHEATHING. PROVIDE FIRE

CAULKING AT DRYWALL CUT- OUTS FOR FRAMING

MEMBERS AT

PERPENDICULAR

CONDITIONS
5/8" FIBER GLASS MAT

FACED GYPSUM BOARD

FLOOR JOISTS PER

STRUCTURAL

FIRE RETARDANT WOOD

STRUCTURAL PANEL PER

STRUCTURAL DRAWINGS

UNIT EXTERIOR

INSULATION PER SCHEDULE
FIRE BARRIER PER CBC 707

TOP OF FINISH

FLOOR AT UNITS
2X RIM JOIST REFER TO

STRUCTURAL DRAWINGS

CONTROL JOINT PER

EXTERIOR ELEVATIONS
UNIT

FIRE RETARDANT PLYWOOD
WITHIN 4'-0" OF EXTERIOR
WALL
2X BLOCKING PER

STRUCTURAL

ALL WOOD FRAMING MEMBERS

WITH IN EXTERIOR WALLS

TO BE FIRE RETARDANT TREATED
PER CBC SECTION 602.3
4'-0" OF EXTERIOR WALLS

FIRE RETARDANT PLYWOOD WITH IN

FLOOR JOISTS PER

STRUCTURAL

WOOD STRUCTURAL

PANEL PER STRUCTURAL

DRAWINGS

UNIT BALCONY

INSULATION PER SCHEDULE

TOP OF FINISH

FLOOR AT UNITS

RIM JOIST REFER TO

STRUCTURAL DRAWINGS
UNIT

MECHANICAL DUCT

WHERE OCCURS

FLOOR JOISTS PER

STRUCTURAL DRAWINGS

WALL FRAMING PER PLANS
STAIR

INSULATION PER SCHEDULE

WOOD STRUCTURAL

PANELS, SEE STRUCTURAL

DRAWINGS
SOLID 4x OR 6x FRAMING
MEMBER AT STAIR SIDE.

FRAMING MEMBER WIDTH

TO MATCH WALL WIDTH
DOUBLE 2x BLOCKING AS

REQUIRED FOR

ATTACHMENT OF DRYWALL

FLOOR FINISH PER SCHEDULE

FLOOR JOISTS PER

STRUCTURAL

FIRE RETARDANT WOOD

STRUCTURAL PANEL PER

STRUCTURAL DRAWINGS

UNIT EXTERIOR

INSULATION PER SCHEDULE
FIRE BARRIER PER CBC 707

TOP OF FINISH

FLOOR AT UNITS
2X RIM JOIST REFER TO

STRUCTURAL DRAWINGS

CONTROL JOINT PER

EXTERIOR ELEVATIONS
UNIT
4'-0" OF EXTERIOR WALLS

FIRE RETARDANT PLYWOOD WITH IN

FIRE RETARDANT PLYWOOD
WITHIN 4'-0" OF EXTERIOR
WALL

HANGAR PER

STRUCTURAL

ALL WOOD FRAMING MEMBERS

WITH IN EXTERIOR WALLS

TO BE FIRE RETARDANT TREATED
PER CBC SECTION 602.3

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

Drawn:

Checked:

CONNECTION

DETAILS
1 1/2" = 1'-0" 1 A7.32
FLOOR AT CORRIDOR/STAIR LEVEL 2
1 1/2" = 1'-0" 10

FLOOR AT CORRIDOR/STAIR ROOF
1 1/2" = 1'-0" 2

FLOOR AT UNIT/CORRIDOR
1 1/2" = 1'-0" 13 FLOOR AT UNIT/CORRIDOR ROOF
1 1/2" = 1'-0" 7

FLOOR AT UNIT/STAIR
1 1/2" = 1'-0" 6

FLOOR AT UNIT/STAIR ROOF
1 1/2" = 1'-0" 8
1-HR FLOOR-CLG AT CORR./STOR.
1 1/2" = 1'-0" 4
EXT. STAIR UP AT LANDING
1 1/2" = 1'-0" 9
EXT. STAIR / CORRIDOR AT ROOF LEVEL
1 1/2" = 1'-0" 11
1-HR EXT. FLOOR FRAMING(PARALLEL)
1 1/2" = 1'-0" 12

FLOOR FRAMING AT UNIT/BALCONY
1 1/2" = 1'-0" 3

STAIR LANDING
1 1/2" = 1'-0" 5
2-HR EXT. FLOOR

FRAMING(PERPENDICULAR)
Date Issues / Revisions:

City Council 33 – 128 11/21/2023

D SECTION AT HOPPER AND DISCHARGE
NOTE:

PROVIDE AUTOMATIC FIRE

SPRINKLER IN TRASH ROOM

WILKINSON TYPE-A ROLLING
FIRE DOOR WITH 165 DEG F.

FUSIBLE LINK, SHOWN IN

CLOSED POSITION

CHUTE FRAME SUPPORT

WILKINSON STAINLESS

STEEL CLAD BOTTOM

HINGED, HAND OPERATED,
U.L. APPROVED 90 MIN., B- LABEL INTAKE DOOR W/ 250
DEG. MAXIMUM
TEMPERATURE RISE IN 30.

MIN.,SELF CLOSING AND

LATCHING WITH LEVER
OPERATOR. MAXIMUM 5
LBS. OPERATING

PRESSURE REQUIRED TO
OPEN.

COAT CHUTE WITH
SOUNDCOAT GP-1

C ELEVATION AT HOPPER

CHUTE DOOR FRAME
(90 MINUTE FRAME)

QUIET LATCHING

CHUTE DOOR
(90 MINUTE RATED)

CHUTE BEYOND

FINISH FLOOR
CHUTE DOOR OPERATOR.

DOOR HANDLES ARE

REQUIRED TO BE

ACCESSIBLE PER CBC
CHAPTER 11
CHUTE

CHUTE HOPPER AT

DOOR BEYOND

B CHUTE SECTION AT CONCRETE FLOOR

SECTION B

FLOOR SLAB, SEE

STRUCTURAL DRAWINGS

VENTILATION SHAFT, SEE

MECHANICAL DRAWINGS

CAULK AIR TIGHT

UPPER GARAGE UPPER GARAGE

SHADED AREA INDICATES

CONCRETE FLOOR WITHIN

THE SHAFT AREA
1 HOUR RATED WALL

ASSEMBLY

TRASH DOOR PALM

PUSH BUTTON
2 HOUR RATED WALL

ASSEMBLY
2'-3" 2'-3" 2'-3"
M
A
X. 40"
MIN.
2'-0"

CHUTE DIAMETER
2'-0" WALL FINISH FACE

FLOOR SLAB OPENING
BELOW

FIRE SPRINKLER AT

EACH SHAFT AREA

A CHUTE PLAN AT CHUTE DOOR

SECTION D

SHAFT SHAFT SHAFT
2-HR RATED METAL

WALL ASSEMBLY

PROVIDE FURRING

HAT CHANNELS AS

REQUIRED
-
---
8" 4"
4"
4"
4"
24" DIAMETER TRASH
CHUTE

EXTERIOR GRADE PLYWOOD

WATERPROOFING PER

WATERPROOFING

DRAWINGS

GALVANIZED IRON SHEET

METAL FLASHING

SOLDERED TO TRASH

CHUTE, PER

WATERPROOFING

DRAWINGS

GALVANIZED SHEET METAL

FLASHING UPSIDE DOWN METAL
PAN. FIELD VERIFY DIMENSIONS

AND CONDITIONS SHOP

FABRICATE AND SOLDER ALL
SEAMS. BOTH ADJACENT WALL

CONDITION AND NON ADJACENT

CONDITIONS SHOWN PER

WATERPROOFING DRAWINGS
1/2" CEMENT BOARD

EXPLOSION PROOF CAP AS

REQUIRED
1' - 0" 2' - 0"
P
E
R
FLO
O
R/C
EILIN
G
A
S
S
E
M
BLY

PER WALL TYPE
.

PER WALL TYPE
T.O. PLATE

STRUCTURAL SHEATHING

AS OCCURS, SEE STRUCT
DWGS

PER WALL TYPE
.
---
-
24 GA. G.I. COPING. LAP
JOINTS 6" AND SEAL SPLICE.

PAINT TO MATCH ADJACENT
FINISH
P
E
R
R
O
O
F
A
S
S
E
M
BLY
T.O. PLATE
SLOPE 1% MIN. T.O.PARAPET
LEVEL 3

PER WALL TYPE

PER WALL TYPE
.

PODIUM SLAB. SEE

STRUCT DWGS

STRUCTURAL SHEATHING

AS OCCURS, SEE STRUCT
DWGS
GE SILICONES PENSIL 300 /

SPECIFIED TECHNOLOGIES
INC. PENSIL 300. MIN. 1 1/2"
THICK.
26 GA SHEET METAL LINER
AT MECHANICAL SHAFTS;

TEMINATE AT PODIUM SLAB
LEVEL 3

PER WALL TYPE
.

PODIUM SLAB. SEE

STRUCT DWGS

PER WALL TYPE
---
-
GE SILICONES PENSIL 300 /

SPECIFIED TECHNOLOGIES
INC. PENSIL 300. MIN. 1 1/2"
THICK.
26 GA SHEET METAL LINER
AT MECHANICAL SHAFTS;

TEMINATE AT PODIUM SLAB
GE SILICONE PENCIL 300 / SPECIFIED
TECHNOLOGIES INC. PENCIL 300 MIN.
1 1/2" THICK.
26 GA SHEET METAL COVER PLATE
26 GA SHEET METAL COVER PLATE
T.O. SHEATHING

PLYWOOD SHEATHING PER STRUCTURAL
(2) LAYERS OF 5/8" TYPE "X" GYPSUM
SHEATHING AT SHAFT. PROVIDE SINGLE

J-MOLD / J-MOLD AT EACH LAYER OF

GYPSUM SHEATHING
SHAFT
GE SILICONE PENCIL 300 / SPECIFIED
TECHNOLOGIES INC. PENCIL 300 MIN.
1 1/2" THICK.
26 GA SHEET METAL COVER PLATE
T.O. SHEATHING
P
E
R
FLO
O
R
A
S
S
E
M
BLY
(2) LAYERS OF 5/8" TYPE "X" GYPSUM
SHEATHING AT SHAFT. PROVIDE

SINGLE J-MOLD / J-MOLD AT EACH

LAYER OF GYPSUM SHEATHING
SHAFT

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

Drawn:

Checked:

ASSEMBLY
3/4" = 1'-0" 1 A7.40

TRASH CHUTE ASSEMBLIES WRAP
1" = 1'-0" 13 TRASH CHUTE TERMINATION AT ROOF
1 1/2" = 1'-0" 7
SHAFT WALL @ FLOOR / CEILING
1 1/2" = 1'-0" 8
SHAFT WALL @ ROOF
1 1/2" = 1'-0" 3
SHAFT WALL 1 @ PODIUM LEVEL
1 1/2" = 1'-0" 4
SHAFT WALL 2 @ PODIUM LEVEL
3" = 1'-0" 11
JOINT @ MECHANICAL SHAFT
3" = 1'-0" 12
JOINT @ 2-HR SHAFT
Date Issues / Revisions:

City Council 33 – 129 11/21/2023
OCCUP. SEPARATION / FIRE PARTITION (PARTY WALL)
AT 3RD FLOOR

PERPENDICULAR PARALLEL
OCCUP. SEPARATION / FIRE PARTITION (PARTY
WALL) AT 4TH TO 7TH FLOOR
OCCUP. SEPARATION / FIRE PARTITION (PARTY

WALL) AT ROOF
1-H
O
U
R
R
O
O
F
A
S
S
E
M
BLY
1HR- ASSEMBLY
A
S
S
E
M
BLY
1 H
R
FLO
O
R
C
EILIN
G
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20
9 10
21 21
6 11
2 7
8 8
15 1
15 12
13 8
2 7
8 11
3 14
7 8
5 1
14 3-HOUR FIRE WALL AT 3RD FLOOR
NOTE: SEE BUILDING PLAN FOR LOCATIONS OF 3 HOUR FIRE WALLS 3-HOUR FIRE WALL AT 4TH TO 7TH FLOORS
1-H
R
FLR./CLG.

UNIT

PARALLEL JOIST

DIRECTIONS

UNIT UNIT
NOTE:

WALL AND FLOOR SYSTEM IS RATED
55-59 STC BY THE "GYPSUM ASSOC,
SOUND CONTROL MANUAL", ANY

OPENINGS IN THE CONSTRUCTION FOR
PIPING, ELECT. OUTLETS AND DEVICES,
ETC. SHALL BE SEALED, LINED,

INSULATED OR OTHERWISE TREATED

TO MAINTAIN THE REQUIRED RATING,

SEE SHEETS
NOTE:
3 HOUR FIRE WALL ASSEMBLY TO CONTINUE TO OUTER EDGES OF

PROJECTING ELEMENTS
CONDITION AT ROOF:

FIRE WALL TO EXTEND TO UNDERSIDE OF ROOF SHEATHING. ROOF FRAMING TO BREAK AT EITHER SIDE OF FIRE WALL.

PER 2019 CBC 706.6 EXCEPTION 2.2

NO OPENINGS ALLOWED
WITHIN 4'-0" OF EACH SIDE OF THE FIRE WALL
PER 2019 CBC 706.6 EXCEPTION 2.2

NO OPENINGS ALLOWED
WITHIN 4'-0" OF EACH SIDE OF THE FIRE WALL
3 - HOUR FIRE WALL AT ROOF LEVEL
IF
W
ALL E
X
C
E
E
D
S 10'-0"
P
R
O
VID
E
A
D
D'L. A
S
W
CLIP
S
AX.XX
-

ASSEMBLY
3HR FIREWALL

ASSEMBLY
3HR FIREWALL
5 14
16 10
4 8
1 18
20 19
2 10
1 8
16 8
18 10
9 21
2 7
16 FOR INSULATION SCHEDULE, FIREBLOCKING, DRAFTSTOP & ACOUSTIC INSTALLATION REQUIREMENTS, SEE SHEET A7.01

SOUND CONTROL NOTES

COMMON VENTS OR DRAIN LINES IN PARTY WALL MAY BE CONNECTED IN STACKED UNITS.

ALL WATER SUPPLY LINES WITHIN THE PROJECT SHALL BE ISOLATED FROM

WOOD, METAL AND OTHER FRAMING WITH PIPE ISOLATORS SPECIFICALLY

MANUFACTURED FOR THAT PURPOSE AND APPROVED FOR USE BY THE DIRECTOR OF BUILDING AND SAFETY. ALL VERTICAL DRAINAGE LINES

WITHIN THE PROJECT SHALL BE ISOLATED FROM WOOD, METAL AND OTHER FRAMING.

PERIMETER CAULK ALL FOUR SIDES OF PARTY WALL DRYWALL
(TOP, BOTTOM, AND SIDES)

1. 2.

3. 4. FOR ADDITIONAL INFORMATION, SEE SHEET A-70.1
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

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BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

DEMISING &

FIRE WALL

ASSEMBLIES
1 1/2" = 1'-0" 5 A7.41
1-HR FIRE PARTITION (DEMISING WALL)
1 1/2" = 1'-0" 9
3-HR FIREWALL-SECTION
12" = 1'-0" 1

NOTES - FIRE WALL

FIRE WALL NOTES

SYMBOL DESCRIPTION
1 ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR. * = WITH THE STRETCHER REQUIREMENTS OF BUILDING CODE 3002.4. PROVIDE STANDBY

POWER(UNDER SEPARATE PERMIT)
2 FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA 13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED SUBMITTAL)
3 LINE OF CANOPY ABOVE
4 LINE OF SOFFIT ABOVE
5 FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1 AND SPEC'S. 6 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT TRASH CHUTE 7 ELECTRICAL/TELEPHONE
8 METAL RAILING SYSTEM- 42" A.F.F. MIN.
9 TRASH CHUTES - PROVIDE 90 MIN. DOORS AND FIRE SPRINKLERS 10 DRAFT / FIRESTOP: ONE LAYER 5/8" TYPE "X" GYPSUM BOARD 11 FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT 10'-0" O.C. MAX. SPACING.

FIRE BLOCK MATERIAL SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS FIBER OR OTHER APPROVED NON-RIGID MATERIALS. (2019 CBC SECTION 718.2)
12 GYPSUM CONCRETE OVER STRUCTURAL PANEL SUB FLOOR
13 STRUCTURAL PANEL FLOOR DECK PER STRUCTURAL
14 WALL PENETRATION, SEE DETAILS ON SHEETS Ax.xx
15 FRAMING PER STRUCTURAL DRAWINGS
16 3-HOUR RATED FIRE WALL ASSEMBLY - SEE DETAIL AX.X
17 WHERE ROOF/CEILING FRAMING ELEMENTS ARE PERPENDICULAR TO THE

WALL, THE ENTIRE SPAN OF SUCH ROOF/CEILING FRAMING SHALL BE OF 1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE FRAMING AND ELEMENTS

THAT SUPPORT THE ABOVE MENTIONED ROOF/CEILING FRAMING SHALL ALSO BE 1-HOUR CONSTRUCTION MINIMUM
18 PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY BETWEEN WOOD FRAMING AND "H" STUDS FOR WALLS UP TO 23'-0" HIGH SPAN. FOR WALLS UP TO 44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0" O.C. VERTICALLY BETWEEN WOOD FRAMING AND "H" STUDS, TYP. MEASURED FROM BOTTOM OF ROOF

SHEATHING
19 FIRE RETARDANT TREATED PLYWOOD- REFER TO STRUCT DRAWING FOR NAILING REQ.
20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH SIDES
21 WHERE ROOF/CEILING FRAMING ELEMENTS ARE PERPENDICULAR TO THE WALL,
THE ENTIRE SPAN OF SUCH ROOF/CEILING FRAMING SHALL BE OF 1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE FRAMING AND ELEMENTS THAT

SUPPORT
THE ABOVE MENTIONED ROOF/CEILING FRAMING SHALL ALSO BE 1-HOUR CONSTRUCTION MIN.

X
Date Issues / Revisions:

City Council 33 – 130 11/21/2023

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

Drawn:

Checked:

STAIR DETAIL
A7.51
Date Issues / Revisions:

City Council 33 – 131 11/21/2023

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

Drawn:

Checked:

ELEVATOR
DETAIL
A7.52
Date Issues / Revisions:

City Council 33 – 132 11/21/2023
3'-6".
1'-7" 2'-8 1/2".
1'-7" 1'-0"
FLOOR

PIPE IN THE WALL

PER PLUMBING

FIRE HOSE VALVE
19"W x 19"H x 8
1/2"D WALL

OPENING

CENTERLINE OF
PIPE

EDGE OF WALL OPENIN G

RISER CLAMP

CABINET

EQUIPMENT

IDENTIFICATION
PER CBC 905.7.1

ABS OR PVC CLOSE FLANGE SIZED TO
ACCOMMODATE DRAIN PIPE. CLOSET

FLANGE SECURED TO PLYWOOD

SUBFLOOR WITH STEEL SCREWS

TOPPING PER SPECIFICATIONS

PLYWOOD SUBFLOOR PER STRUCTURAL
MIN. 3/4" DEPTH HILTI CP 606 FLEXIBLE

FIRESTOP SEALANT
NOMINAL 4" MAX. DIAMETER ABS

OR PVC PIPE
NOTE:

DIAMETER OF OPENING TO BE MAX. 1/4"

LARGER THAN OUTSIDE DIAMETER OF PIPE
REFERENCE: UL SYSTEM NO. F-C-2263

ROUND OR OVAL GAS
APPLIANCE B-VENT IN 1HR WALL

WALL ASSEMBLY

NO INSULATION PERMITTED IN

STUD & JOIST BAY WITH B-VENT
2 X WOOD STUDS WALL

FIRESTOP PLATE (PROVIDE TIGHT

FIT) ALL AROUND (FLOOR AND

CEILING LEVEL)
2X WOOD SILL PLATE CUT AWAY

FOR FULL WIDTH OF STUD BAY

FLOOR FRAMING PER

STRUCTURAL
PROVIDE 1" MIN. AIR SPACE TO ALL

COMBUSTIBLE MATERIALS

FIRE STOP SPACER NAILED TO

PLATE AT BOTH ENDS (FLOOR AND

CEILING LEVELS)
5/8" TYPE X GYPSUM BOARD EACH

SIDE TO PROVIDE ONE HOUR

ASSEMBLY
(2) 2X CONTINUOUS TOP PLATES,

CUT AWAY FOR FULL WIDTH OF

STUD BAY
NOTES:

1. PROVIDE WALL STUD SIZE TO FIT
VENT AND ALLOW 1" CLEAR

ANNULAR SPACE AROUND VENT TO

COMBUSTIBLE MATERIALS

2. INSTALL VENT PER

MANUFACTURER'S UL LISTING AND

INSTALLATION INSTRUCTIONS-UL
MH 5102

MECHANICAL DUCT

SHEET METAL PER

MECHANICAL

DRAWINGS AT

ASSEMBLY

SHEET METAL

EYEBROW VENT LAP

BUILDING PAPER PER

WATERPROOFING

DRAWINGS

FIRE CAULKING
TWO (2) LAYERS 5/8" TYPE
'X' GYPSUM WALLBOARD

LINED JOIST BAY AT

MECHANICAL VENT
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10" WID
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X 25" HIG
H
CLE
A
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1' - 4"

EXTERIOR CEMENT PLASTER OVER LATH OVER

WATERPROOFING PER WATERPROOFING

DRAWINGS (WHERE OCCURS)

CAULK CABINET TO OPENING AT ALL FOUR SIDES

SEMI-RECESSED FIRE EXTINGUISHER CABINET

SEE SPECIFICATIONS FOR REQUIREMENTS
5/8" TYPE 'X' GYPSUM BOARD
5/8" TYPE 'X' GYPSUM BOARD, NO JOINTS
WITHIN 8" OF FRAMED OPENING
1" THICK SHAFT LINER LAMINATE BOTH SIDES
OVER ENTIRE CONTACT SURFACE.
1/2" GYPSUM BOARD MINIMUM LAMINATE OVER

ENTIRE CONTACT SURFACE

FIRE EXTINGUISHER PER PLANS
FULL 2X4 BLOCKING - BOTH

SIDES, TOP AND BOTTOM
"J" MOLDING BOTH SIDES, TOP AND BOTTOM.

WHEN CABINET IS LOCATED LESS THAN 15'-0"

FROM FACE OF PROTECTIVE OVERHANG,

USE GI SHEET METAL DRIP FLASHING AT
HEAD CONDITION.
2X OR 3X STUDS AT 16" O.C.
2 1/4" MIN.

GA FILE NO. WP 1311

SOLID GYPSUM WALL

PIPE IN THE WALL PER

PLUMBING
1 LAYER OF 5/8"

GYPSUM BOARD

WALL OPENING REQUIRED
1'-7"
2x4 WOOD STUD
WALL
2x6 WOOD STUD
WALL

CABINET PER FIRE

SPRINKLER

DRAWINGS
8" MIN.
1'-8 1/4" 1'-7"

PLYWOOD SHEATING PER

STRUCTURAL

DRYER DUCT PER MECHANICAL
2X BLOCKING

DECK FRAMING PER STRUCTURAL
5/8" TYPE X GYPSUM BOARD

LINED JOIST BAY AT DRYER
VENT, SIM. TO DETAIL

J-MOLD AROUND OPENING

PAINT VISIBLE PORTION

OF DUCT BLACK

EXTERIOR CEMENT

PLASTER OVER METAL LATH

GRILLE PER

MECHANICAL

DRAWINGS

SHEET METAL GALVANIZED ROOF JACK

LAP ROOFING MEMBRANE OVER AND

UNDER BASE TO PROHIBIT WATER
ENTRY

ROOF ASSEMBLY PER DETAIL
2X BLOCKING BETWEEN

JOIST MEMBERS TYPICAL
26 GAUGE SHEET METAL DUCT
EXTERIOR PLASTER OVER MET. LATH AND

BUILDING PAPER PER WATERPROOFING

DRAWINGS
3/4"
.
1/2"
.

PARAPET HEIGHT FROM

TOP OF LOW ROOF

SHEATHING (ROOF
DATUM)

STRUCTURAL PLYWOOD AS REQ'D,
REFER TO STRUCT. DWGS.

EXT. CEM. PLAS. OVER MET. LATH

AND BLDG PAPER
T.O. ROOF SHEATHING

FIRE CAULKING

SOLID BLOCKING ON ALL FOUR SIDES

AROUND DUCT

SHOWER PER PLANS
(2) 5/8" TYPE 'X' GYPSUM BOARD FOR 1 HOUR WALL
DETAIL REQUIREMENTS PER C.B.C. TABLE
721.2.1.4(2)
FULL 2 X BLOCKING BETWEEN

JOISTS TO PROVIDE DRYWALL

NAILING SEE PLUMBING PLANS

WALL AS OCCURS

FOR PENETRATION OF

BLOCKING, SEE

CAST IRON WASTE LINE

AT PENETRATION OF

ONE HOUR ASSEMBLY

PER PLUMBING PLANS
CREMCO ICP/ICP NO HUB COUPLING.

UPC APPROVED FOR CAST IRON TO

PLASTIC CONNECTIONS IN CONCEALED
SPACES

PVC WASTE TRAP PER

PLUMBING PLANS

ALL PLASTIC TO PLASTIC PIPE

CONNECTIONS TO BE GLUE WELDED
DOUBLE PLYWOOD FLOOR CONSISTING OF MINIMUM 1/2"
(15/32") WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE
OVER 5/8" (19/32") WOOD STRUCTURAL PANELS OR SUBFLOOR
OF (1) LAYER 1-1/8" T&G WOOD STRUCTURAL PANELS.

PER C.B.C. TABLE 720.1(3) 13.1.4
AX.XX
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10" WID
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X 25" HIG
H
CLE
A
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1' - 4"

EXTERIOR CEMENT PLASTER OVER LATH

OVER WATERPROOFING PER

WATERPROOFING DRAWINGS (WHERE

OCCURS)

CAULK CABINET TO OPENING AT

ALL FOUR SIDES

SEMI-RECESSED FIRE EXTINGUISHER

CABINET SEE SPECIFICATIONS FOR

REQUIREMENTS
2 LAYERS 5/8" TYPE 'X' GYPSUM BOARD
2 LAYERS 5/8" TYPE 'X' GYPSUM
BOARD, NO JOINTS WITHIN 24" OF

FRAMED OPENING
1" THICK SHAFT LINER LAMINATE BOTH
SIDES OVER ENTIRE CONTACT SURFACE.
1/2" TYPE 'X' GYPSUM BOARD MINIMUM

LAMINATE OVER ENTIRE CONTACT

SURFACE

FIRE EXTINGUISHER PER PLANS

FULL WIDTH BLOCKING - BOTH SIDES,

TOP AND BOTTOM
"J" MOLDING BOTH SIDES, TOP AND
BOTTOM. WHEN CABINET IS LOCATED
LESS THAN 15'-0" FROM FACE OF

PROTECTIVE OVERHANG, USE GI SHEET

METAL DRIP FLASHING AT HEAD
CONDITION.
2X OR 3X STUDS AT 16" O.C. GA FILE NO. WP 1841

SOLID GYPSUM WALL
1 HOUR RATED BOX

MODEL PER PLUMBING

DRAWINGS TO BE

INSTALLED IN
ACCORDANCE WITH W- L-7129 AND

MANUFACTURERS
INSTRUCTIONS.

PIPING PER PLUMBING /

MECHANICAL DRAWINGS

INSULATION PER SCHEDULE
5/8" TYPE X GYPSUM

WALLBOARD
2X SOLID WOOD BLOCKING

FIRE RATED ACCOUSTICAL

SEALANT

TOPPING PER

SPECIFICATION
S
NOMINAL 1 1/2" MAX.

SCHEDULE 40 ABS OR PVC

PIPE AND DRAIN FITTINGS

CEMENTED TOGETHER AND

PROVIDED WITH ABS OR

PVC BATHTUB

WASTE/OVERFLOW
FITTINGS.

PLYWOOD SUBFLOOR

PER STRUCTURAL
3/4" THICK PLYWOOD PATCH

SIZED TO OVERLAP
MINIMUM 2" BEYOND EACH

EDGE OF RECTANGULAR
OPENING. TWO PIECES

POSITIONED AROUND DRAIN

PIPING WITH CUT EDGES

TIGHTLY BUTTED, AND

SCREW ATTACHED TO

UNDERSIDE OF SUBFLOOR
WITH 1 1/4" LONG STEEL

SCREWS (SPACED MAXIMUM
6" O.C.). (SEE NOTE#3
BELOW)
MIN. 5/8" DEPTH HILTI CP 606

FLEXIBLE FIRESTOP

SEALANT FLUSH WITH BOTH
SURFACES OF PLYWOOD.

NOTES:

1. MAX. SIZE OF OPENING = 12"X8"

2. ANNULAR SPACE BETWEEN DRAIN PIPING AND PATH = MIN. 0", MAX. 1"

3. AS ALTERNATE TO PLYWOOD, 5/8" THICK GYPSUM WALL BOARD MAY BE USED.

REFERENCE: UL SYSTEM NO. F-C-2262
2" MIN.
1" MAX.

WALL PER
PLANS
2X FLOOR JOISTS

RECESSED DMF RATED

LIGHT FIXTURE ZERO

CLEARANCE RATED

BLOCK IN AREA

AROUND LIGHT

FIXTURE LOCATION,

THEN WRAP AREA W/
(2) 5/8" TYPE 'X' GYPSUM
BOARD
5/8" TYPE "X"

GYPSUM BOARD

FLOOR ASSEMBLY

FIRE RATED

ACOUSTICAL SEALANT
REQUIRED AT BLOCKIN TO CEILING BOARD

LIGHT FIXTURE RATING TO

MATCH ADJACENT FLOOR
CEILING ASSEMBLY.

FIRE RATED ACOUSTICAL

SEALANT

CONTRACTOR TO PROVIDE

SOUND TESTING RESULTS TO

ACCOUSTICAL CONSULTANT

PRIOR TO INSTALLATION

TRIM PER SPECIFICATIONS
2X FLOOR
JOISTS

RECESSED DMF RATED

LIGHT FIXTURE ZERO

CLEARANCE RATED

BLOCK IN AREA

AROUND LIGHT

FIXTURE LOCATION,

THEN WRAP AREA W/
(2) 5/8" TYPE 'X' GYP. BD.
5/8" TYPE 'X' MOLD
RESISTANT GYP. BD.
7/8" EXTERIOR

PLASTER OVER METAL

LATH WHERE OCCURS

AT EXTERIOR

CONDITION
2 1/2" METAL STUD

HVAC DUCT, PER

TENANT IMPROVEMENT

FIRE CAULKING PER

SPECIFICATIONS
2 1/2" METAL STUDS AT
16" O.C.

STRUCTURAL SLAB, SEE

STRUCTURAL

DRAWINGS

PENETRATING ITEM
2X OR 3X STUDS PER STRUCTURAL AT
16" O.C. MAXIMUM

WHERE WASTE AND WATER

SUPPLY PIPING IS REQUIRED IN

INTERIOR PARTITION WALLS, THE

PARTITION WALL SHALL BE

CONSTRUCTED WITH THE
FOLLOWING REVISIONS:

1. SNUGLY FITTING BETWEEN THE
STUDS WHERE PIPING OCCURS.

WALL TYPE PER PLAN
NOTE:

APPLY PLYWOOD PER STRUCTURAL

DRAWINGS TO STUDS PRIOR TO

APPLICATION OF FINISHES
PROVIDE 2x JOIST BAY BLOCK OR
5/8" TYPE "X" GYPSUM BOARD TO

ISOLATE WALL AND FLOOR
CAVITIES.

IF 2x BLOCKING ISOLATOR IS

USED A DRAFT STOP MUST BE
INSTALLED. PLYWOOD OR

INSULATION IS ACCEPTABLE

IF GYPSUM BOARD ISOLATOR IS

USED PENETRATIONS MUST BE

FIRE CAULKED

VERIFY SPECIAL PLAN CONDITIONS
0' - 2" TYP.
0' - 2 1/2"
PROVIDE 5/8" TYPE 'X'

GYPSUM BOARD

PROTECTION OF ALL

WALL ASSEMBLIES

PENETRATED

AIR HANDLER PER

MECHANICAL PLANS IN

DROPPED CEILING SPACE

FOR RETURN AIR ROUTING

AND ADDITIONAL

INFORMATION, SEE

MECHANICAL PLANS

OPENING
2 1/2" METAL STUD
1 5/8" METAL STUD

BATHROOM

LIGHT FIXTURE PER
ELECTRICAL DWGS.

NOTE:

WHEN LIGHT FIXTURE IS LOCATED IN A RATED CEILING A BOXED OUT AREA WRAPPED WITH 5/8" TYPE 'X' GYP. BOARD TO MATCH ADJ. FIRE RATING IS

REQUIRED
1 H
R
2 1/2" METAL STUD
7/8" EXTERIOR PLASTER AS
OCCURS
5/8" TYPE 'X' GYP.

BD.

FLOOR ASSEBMLY

FIRE RATED ACOUSTICAL SEALANT

FLEXIBLE HVAC DUCT

WRAP JOIST BAY WITH ONE
LAYER 5/8" TYPE X GYPSUM

WALLBOARD
5/8" TYPE 'X' GYPSUM BOARD AT

FLOOR JOISTS
2X FLOOR JOIST
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

PENETRATION

ASSEMBLIES
1 1/2" = 1'-0" 1 A7.53

STANDPIPE AT CORRIDOR ELEVATION
1 1/2" = 1'-0" 2 WATER CLOSET WASTE LINE
1 1/2" = 1'-0" 3

B-VENT ASSEMBLY DETAIL
1 1/2" = 1'-0" 4

MECHANICAL VENT AT EXTERIOR WALL
3" = 1'-0" 5
1-HR RECESS FOR FIRE EXTINGUISHER
1 1/2" = 1'-0" 6

STANDPIPE AT CORRIDOR PLAN
3" = 1'-0" 8

EXHAUST DUCT AT DECK
1 1/2" = 1'-0" 9

EXHAUST FAN ROOF PENETRATION
1 1/2" = 1'-0" 7

SHOWER WASTE TRAP PENETRATION
3" = 1'-0" 10
2-HR RECESS FOR FIRE EXTINGUISHER
1 1/2" = 1'-0" 11
1-HR RATED BOX
1 1/2" = 1'-0" 12

BATHTUB WASTE TRAP DETAIL
1 1/2" = 1'-0" 13 RECESSED CAN LIGHT AT UNIT
1 1/2" = 1'-0" 14 FIRE-RATED LIGHT FXTR IN RATED CLG
1 1/2" = 1'-0" 15 RECESSED CAN LIGHT AT CORRIDOR
3" = 1'-0" 16 RETAIL SHAFT TERMINATION
1 1/2" = 1'-0" 17 FIRE STOPPING AT DUCT PNTRTNS
1 1/2" = 1'-0" 18 RETURN AIR LOCK BLOCKOUT
1 1/2" = 1'-0" 19 RECESSED LIGHT FIXTURE
1 1/2" = 1'-0" 20 1-HR HORIZONTAL DUCT CHASE
Date Issues / Revisions:

City Council 33 – 133 11/21/2023

1. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRE STOPPED WITH AN APPROVED MATERIAL IN ACCORDANCE WITH CBC SECTION 714. SPACE BETWEEN

PENETRATING MATERIALS MUST BE DESIGNED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES.

A. COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE RATED WALLS OR

PARTITIONS PROVIDED THEY ARE FIRE-STOPPED WITH APPROVED FIRESTOPPING MATERIALS.

B. WHERE WALLS ARE PENETRATED BY OTHER MATERIALS OR WHERE LARGER OPENINGS

ARE REQUIRED THAN PERMITTED IN ITEM A ABOVE, THEY MUST BE QUALIFIED BY TESTS CONDUCTED IN ACCORDANCE WITH SECTION 703.2

2. MATERIALS USED IN THE FIRE SAFING SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER'S INSTRUCTIONS PROVIDED WITH THE MATERIALS AND SHALL BE UL LISTED AS FIRE RATED PRODUCTS.

3. THE F AND T RATINGS OF THROUGH PENETRATION FIRE STOPS SHALL NOT BE LESS THAN

THE FIRE RESISTANCE OF THE ASSEMBLY PENETRATED AND SHALL BE SUITABLE FOR THE METHOD OF, AND MATERIALS SURROUNDING THE PENETRATION AND PENETRATING ITEM.

4. FOR ADDITIONAL THROUGH PENETRATION AND MEMBRANE REQUIREMENTS, SEE CBC 714.

5. FIRE SAFING SYSTEMS ARE SPECIFIC FOR EACH VARYING CONDITION OF A FIRE RATED

WALL OR FLOOR ASSEMBLY, THE PENETRATING ITEM(S), AND THE MATERIALS SELECTED TO PREVENT THE SPREAD OF FIRE THROUGH THE PENETRATION. THE SAFING MATERIALS DESIGNATED FOR USE IN FIRE ASSEMBLIES ARE NOT PROVIDED SPECIFIC FIRE RATINGS.

SAFING MATERIALS SHALL BE SELECTED PER EACH MANUFACTURERS TECHNICAL

PRODUCT LITERATURE FOR EACH CONDITION ENCOUNTERED AND DOCUMENTED IN SHOP

DRAWINGS FOR REVIEW BY THE MANUFACTURER, CONTRACTOR, BUILDING DEPARTMENT AND ARCHITECT.

6. REVIEW FULL PLAN SET FOR THE CONSTRUCTION ASSEMBLIES AND PENETRATION DETAILS INCLUDING CONSULTING ENGINEERS DRAWINGS AND SPECS.

7. FOR DIFFERENT BUILDING CONSTRUCTION TYPES, SEE GEN SHEETS

8. PROVIDE SUBMITTALS PER SPECIFICATIONS WITH BUILDING DEPARTMENT APPROVALS FOR SPECIFIC PRODUCTS SUBMITTED.

9. ALL PENETRATING ITEMS PENETRATING FIRE RATED WALL OR FLOOR ASSEMBLIES ARE REQUIRED TO BE METAL. THE METAL PENETRATING ITEM MUST EXTEND 6" BEYOND EACH

SIDE OF THE ASSEMBLY BEFORE THE PENETRATING ITEM CAN CHANGE TO A NONMETALLIC MATERIAL. IF THE PENETRATING ITEM PENETRATES ONLY ONE SIDE OF A FIRE ASSEMBLY, THE PENETRATING ITEM MUST EXTEND 6" BEYOND THE EXTERIOR OF THE ASSEMBLY AND 6"

BEYOND THE PENETRATION WITHIN THE ASSEMBLY BEFORE THE PENETRATING ITEM CAN CHANGE TO A NONMETALLIC MATERIAL. ANY PROPOSED PENETRATION OF A FIRE RATED ASSEMBLY BY A NONMETALLIC PENETRANT MUST BE SUBMITTED FOR APPROVAL.

10. CONTRACTOR TO COMPARE PIPE MATERIAL WITH SOILS REPORT TO VERIFY COMPATIBILITY.

11. SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE FOLLOWING LOCATIONS PER CBC 717.5.1 TO 717.5.7
A. DUCT PENETRATIONS OF AREA OR OCCUPANCY SEPARATION WALLS WITH RATINGS OF 2-HOURS OR LESS.

B. DUCTS PASSING THROUGH HORIZONTAL EXIT WALLS.

C. DUCTS PENETRATING SHAFTS (SEE CODE FOR EXCEPTIONS)
D. DUCTS PENETRATING FIRE RESISTIVE ELEMENTS OF FIRE RATED CORRIDOR WALLS. (EXCEPTION FOR STEEL DUCTS WITH NO OPENINGS TO CORRIDOR)

REFER TO MECHANICAL PLANS FOR LOCATIONS OF SMOKE FIRE DAMPERS

12. ALL PLUMBING PENETRATIONS THROUGH WALLS WHICH REQUIRE PROTECTION OF

OPENINGS (OCCUPANCY SEPARATION WALLS, FIRE WALLS, CORRIDOR WALLS OR WALLS

ADJACENT TO A REAL OR ASSUMED PROPERTY LINE) ARE REQUIRED TO BE GALVANIZED OR CAST IRON PIPING. SEE PLUMBING DRAWINGS.

13. PLASTIC ELECTRICAL BOXES SHALL BE CLEARLY IDENTIFIED AS APPROVED FOR THE FIRE RATED CONSTRUCTION PER CBC 714.

14. OPENINGS MADE THROUGH A FLOOR FOR PENETRATIONS SUCH AS CABLES, CABLE

TRAYS, CONDUIT, PIPES OR TUBING THAT ARE PROTECTED WITH APPROVED THROUGH

PENETRATION FIRE STOPS TO PROVIDE THE SAME DEGREE OF FIRE RESISTANCE AS THE FLOOR CONSTRUCTION NEED NOT BE ENCLOSED IN A SHAFT.

15. FOR PIPE PENETRATIONS THROUGH 3-HOUR CONCRETE PODIUM SLAB BETWEEN

GARAGE AND RESIDENTIAL OCCUPANCY, PROVIDE LISTED AND APPROVED FIRESTOPPING MATERIALS THAT MAINTAIN REQUIRED 3-HOUR RATED ASSEMBLY. CONTRACTOR SHALL

PROVIDE COMPLETE SUBMITTAL INFORMATION FOR FIRESTOPPING PRODUCTS FOR ALL SLAB PENETRATION CONDITIONS. SUBMITTAL SHALL BE REVIEWED BY THE ARCHITECT AND CONTRACTOR FOR SUBMITTAL TO THE CITY BUILDING DEPARTMENT FOR APPROVAL.

16. PRODUCTS SHALL BE LISTED WITH A RECOGNIZED TESTING AGENCY SUCH AS ICC, UL OR WARNOCK HERSEY. "OR EQUAL" MANUFACTURERS WILL BE CONSIDERED IF PROPER TESTING AGENCY APPROVALS ARE PROVIDED. OTHER MANUFACTURERS OF FIRE

STOPPING PRODUCTS MAY BE USED, PROVIDED THAT THE BUILDING DEPARTMENT APPROVALS ARE MET.

FILL ALL AROUND PENETRATING

ITEM WITH DRYWALL FIRECODE

COMPOUND TAPE AND SAND TO

FORM A COMPLETE SEAL TO

DRYWALL

IF ACOUSTICAL TREATMENT IS

REQUIRED PER PLANS, PROVIDE

AN ANNULAR SLEEVE AND USE
DETAIL

INSULATION AS REQUIRED
NOTES:

1. PROVIDE BLOCKING AS REQUIRED ABOVE PENETRATIONS

2. INTERRUPT INSULATION OUTSIDE PIPES AND DUCTS AT PENETRATIONS

3. AS FAR AS POSIBLE, SEPARATE PIPES, DUCTS AND CONDUITS SO THEY CAN BE TREATED INDIVIDUALLY AS ABOVE.

4. 2-HOUR WALL GRAPHICALLY SHOWN, 1- HOUR SIMILAR.

RIGIDLY SUPPORTED PIPE OR CONDUIT 2 INCHES OR LESS IN DIAMETER THRU DRYWALL OR PLASTER WALLS, FLOORS SIMILAR.

SEE GENERAL NOTES ON THIS

SHEET FOR ADDITIONAL

INFORMATION
TEST
ASSEMBLY:

UL # W-L-2093
F RATING - 1 AND 2 HR.

T RATING - 1 AND 1 1/2
HR.
5/8" MIN
A-75.2
4 FILL ALL AROUND PENETRATING ITEM

WITH DRYWALL FIRECODE COMPOUND

TAPE AND SAND TO FORM A

COMPLETE SEAL TO DRYWALL

FILL ANNULAR JOINT WITH FIRE

SAFING PER MANUFACTURES

REQUIREMENTS FOR FIRE RATING
REQUIRED PER PLANS. FIRE SAFING

SHALL BE COMPATIBLE WITH

SURROUNDING AND PENETRATING
MATERIALS.

INSULATION AS REQUIRED
NOTES:

1. PROVIDE BLOCKING AS REQUIRED ABOVE PENETRATIONS

2. INTERRUPT INSULATION OUTSIDE PIPES AND DUCTS AT PENETRATIONS

3. AS FAR AS POSSIBLE, SEPARATE PIPES, DUCTS AND CONDUITS SO THEY CAN BE TREATED INDIVIDUALLY AS ABOVE.

4. 2-HOUR WALL GRAPHICALLY SHOWN, 1- HOUR SIMILAR.

ALL RESILIENTLY SUPPORTED PIPES, DUCTS OR CONDUITS AND RIGIDLY- SUPPORTED PIPES, DUCTS OR CONDUITS OVER 2 INCHES IN DIAMETER THRU DRYWALL OR PLASTER WALLS, FLOORS SIMILAR.

METAL SLEEVE PROVIDED BY

TRADE OF PENETRATING ITEM

PROVIDE ACOUSTICAL SEALANT AS
REQUIRED PER PLANS. SEALANT

SHALL NOT DIMINISH FIRE SAFING
EFFECT FOR RATING REQUIRED.

M
A
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F
A
C
T
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0" MIN. - 2 3/8" M
A
X
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WIT
H

SEE GENERAL NOTES ON THIS

SHEET FOR ADDITIONAL

INFORMATION
TEST ASSEMBLY:

UL # W-L-1003
F RATINGS: 1 AND 2
HR.

T RATING: 0 HR.

FILL ALL AROUND PENETRATING

ITEM WITH DRYWALL FIRECODE

COMPOUND TAPE AND SAND TO

FORM A COMPLETE SEAL TO

DRYWALL

GROUT ALL ARROUND SLEEVE TO

FORM A COMPLETE SEAL TO

MASONRY

SEE STRUCTURAL PLANS FOR
C.M.U. WALL REQUIREMENTS
NOTES:

1. PROVIDE LINTELS AS REQUIRED ABOVE PENETRATIONS

2. INTERRUPT INSULATION OUTSIDE PIPES AND DUCTS AT PENETRATIONS

3. DO NOT GROUP DUCTS LIKE PIPES IN DETAIL

ELECTRICAL DUCT THRU DRYWALL OR PLASTER, MASONRY, OR CONCRETE FLOORS SIMILAR.

METAL SLEEVE PROVIDED BY

TRADE OF PENETRATING ITEM

PROVIDE ACOUSTICAL SEALANT AS
REQUIRED PER PLANS. SEALANT

SHALL NOT DIMINISH FIRE SAFING
EFFECT FOR RATING REQUIRED.

ELECTRICAL DUCT FILLED WIDTH

AND DEPTH OF PENETRATION
AFTER WIRES ARE PULLED. USE

EXPANDING FOAM FIRE SAFING

LISTED FOR USE WITH ELECTRICAL
COMPONENTS.

MINIMIZ
E

SEE GENERAL NOTES ON THIS

SHEET FOR ADDITIONAL

INFORMATION
THRU C.M.U. OR GYP. BD. CONST.

TEST ASSEMBLY:

UL # W-L-3065

FOR GYP BD
TEST ASSEMBLY:

UL # C-AJ-3320

FOR CMU

GYP BD WALL
AX.XX
X

UNFACED INSULATION ALL AROUND BOX

SHEET CAULKING ALL AROUND

BACK AND SIDES OF BOX
1/4" TO 1/2" JOINT FILLED WITH BEAD OF
3M -CP 25 N/S CAULK FACE FLANGE - DRYWALL OR PLASTER OVERLAPS FLANGE

NO UNUSED KNOCKOUTS OR

OTHER HOLES LEFT OPEN

ELECTRICAL OUTLET BOX SHALL BE OF
A MATERIAL APROVED FOR USE IN A 2- HOUR RATED ASSEMBLY (STEEL, PLASTIC) NOT EXCEEDING 16 SQ.

INCHES
0' - 2"
2'-0" MINIM
U
N

UNFACED INSULATION ALL AROUND BOX

SHEET CAULKING ALL AROUND

BACK AND SIDES OF BOX
1/4" TO 1/2" JOINT FILLED WITH BEAD OF
3M -CP 25WB N/S CAULK FACE FLANGE - DRYWALL OR PLASTER OVERLAPS FLANGE

NO UNUSED KNOCKOUTS OR OTHER

HOLES LEFT OPEN

IN DRYWALL
U465 1 HR - STEEL STUDS - NON BEARING WALL
U305 1 HR - WOOD STUDS - BEARING WALL
U301 2 HR - WOOD STUDS - BEARING WALL
NOTES:

1. PROVIDE LINTELS AS REQUIRED ABOVE PENETRATIONS

2. MAINTAIN INSULATION OUTSIDE OF PIPES AT PENETRATIONS

3. AS FAR AS POSSIBLE, SEPARATE PIPES, DUCTS AND CONDUITS SO THEY CAN BE TREATED INDIVIDUALLY AS ABOVE.

RIGIDLY SUPPORTED PIPE OR CONDUIT 2 INCHES OR LESS IN DIAMETER THRU C.M.U. OR CONCRETE WALLS, FLOORS SIMILAR.

FIRE RATED SEALANY ALL AROUND

PENETRATING ITEM TO FOAM A

COPLETE SEAL TO MASONRY
3" MAX OPENING, 2" MAX DIA. PIPE

IF ACOUSTICAL TREATMENT IS

REQUIRED PER PLANS, PROVIDE AN

ANNULAR SLEEVE AND USE DETAIL

SEE STRUCTURAL PLANS
FOR C.M.U. WALL
REQUIREMENTS.

TEST ASSEMBLY:

UL # C-AJ-1572

SEE GENERAL NOTES ON THIS

SHEET FOR ADDITIONAL

INFORMATION
AX.XX
X
1/4" MIN THK FIRE SEALANT

PROVIDE ACOUSTICAL SEALALANT
AS REQUIRED PER PLANS.

SEALALNT SHALL NOT DIMINISH

FIRE SAFING EFFECT FOR RATING
REQUIRED.

WRAP STRIP-ONE LAYER OF

INTUMESCENT WRAP STRIP WRAPPED

AROUND THE PIPE AND HELD INPLACE

W/ ALUMINUM TAPE

FILLED GROUT IN CMU, SEE
STRUCTURAL PLANS FOR C.M.U.

WALL REQUIREMENTS.

SEE GENERAL NOTES ON THIS

SHEET FOR ADDITIONAL

INFORMATION
TEST ASSEMBLY:

UL # C-AJ-2372

FILL ALL AROUND PENETRATING

ITEM WITH DRYWALL FIRECODE

COMPOUND TAPE AND SAND TO

FORM A COMPLETE SEAL TO

DRYWALL

GROUT ALL AROUND SLEEVE TO

FORM A COMPLETE SEAL TO

MASONRY
NOTES:

1. PROVIDE LINTELS AS REQUIRED ABOVE PENETRATIONS. 2. INTERRUPT INSULATION OUTSIDE PIPES AND DUCTS AT PENETRATIONS

3. DO NOT GROUP DUCTS LIKE PIPES IN DETAIL

MULTIPLE PIPES OR CONDUITS THRU DRYWALL OR PLASTER, MASONRY, OR CONCRETE FLOORS SIMILAR.

METAL SLEEVE PROVIDED BY

TRADE OF PENETRATING ITEM

PROVIDE ACOUSTICAL SEALANT AS
REQUIRED PER PLANS. SEALANT

SHALL NOT DIMINISH FIRE SAFING
EFFECT FOR RATING REQUIRED.

PENETRATING ELEMENTS

SEPARATED PER MANUFACTURERS

REQUIREMENTS

MINIMIZ
E

FILL ANNULAR JOINT WITH FIRE SAFING

PER MANUFACTURES REQUIREMENTS
FOR FIRE RATING REQUIRED PER PLANS.

FIRE SAFING SHALL BE COMPATIBLE WITH

SURROUNDING AND PENETRATING
MATERIALS.

TEST ASSEMBLY
UL # W-L-8056

SEE GENERAL NOTES ON THIS

SHEET FOR ADDITIONAL

INFORMATION
THRU C.M.U. OR GYP. BD. CONST.

A-75.2
5 SEE PLANS FOR RATING REQUIRED.

ONE LAYER 5/8" TYPE 'X' DRYWALL AT ONE
HOUR RATING. TWO LAYERS REQUIRED AT
TWO HOUR RATING. SEAL AIR TIGHT.

CONSTRUCT OPENING PRIOR TO

INSTALLATION OF FIXTURE

UNFACED INSULATION ALL AROUND

NO UNUSED KNOCKOUTS OR OTHER HOLES

LEFT OPEN

ACOUSTICAL SEALANT ALL AROUND

PERIMETER

SEAL ANY CONDUIT AT BOX BACKING

PENETRATION
NOTE:
2HR WALL GRAPHICALLY, 1HR TO BE SIMILAR.

ELECTRICAL BOX OVER 4" X 8" CABINET, FIXTURE, ACCESSORY IN DRYWALL OR PLASTER.

PROVIDE THROUGH PENETRATION

FIRESTOP AND FIREBLOCKING PER
CBC SECTION 714.3.1.2 AND 718.2

ELECTRICAL AND FIRE EXTINGUISHER

CABINETS SHALL HAVE THE SAME FIRE

RATING AS THE WALL
MINIMUM 3" SOLID BACKING

GROUT ALL AROUND AND BEHIND BOX

SEAL ANY CONDUIT AT BOX BACKING

PENETRATION
NOTE:

ELECTRICAL BOX OVER 4" X 8" CABINET,

FIXTURE, ACCESSORY IN MASONRY WALL

FIRE STOP

CAULKING

MINERAL
WOOL

CAULKING
STEEL
SLEEVE

COPPER OR

STEEL PIPE

SECTION
PLAN

FIRE STOP

CAULKING

MINERAL
WOOL

CAULKING

MINERAL

FIBER PIPE

INSULATION
COPPER
TUBING

SECTION
PLAN

CONCRETE

SLAB ( SEE

STRUCTURAL)

C- STEEL OR COPPER
PIPE

B- COPPER TUBING A- STEEL PIPE, CAST IRON OR CONDUIT

FOR PENETRATION SUBMITTAL

REQUIREMENTS, SEE FIRE STOPPING NOTE
15 IN

FIRE STOP

CAULKING

FOAM BACKING

STEEL PIPE OR CONDUIT

SECTION
PLAN

CONCRETE

SLAB ( SEE

STRUCTURAL)

CONCRETE

SLAB ( SEE

STRUCTURAL)
A-75.2
1 PIPING ISOLATOR OF MINIMUM 1/2"
THICK FELT OR 1" THICK PIPING

INSULATION JACKET

ADJUSTABLE RING HANGER WITH

FELT LINING

SECURE WIRE FIRST AND

PLASTER

TO WIRE EXTENDED THRU

LATH OR DRILL HOLE IN

DRYWALL FOR WIRE

CLOSE ANY OPENING WITH

ACOUSTICAL SEALANT

HANGER WIRE THRU DRYWALL

OR PLASTER CEILING

DRYWALL

CEILING

PLASTER

CEILING
MAX. 3/8"

PIPE ON ROD HANGER

FELT LINED METAL SLEEVE

FITTED TIGHTLY TO HANGER

ACOUSTICAL SEALANT

DRYWALL

CEILING

PLASTER

CEILING

DRILL HOLE IN PLASTER OR

DRYWALL AND FILL WITH

ACOUSTICAL SEALANT

BEFORE INSERTING AND

TIGHTENING MOLLY BOLT

DRYWALL

PLASTER
VERIFY WEIGHT OF ITEM TO BE FASTENED WITH THE BOLTS WEIGHT RATING.

ITEMS OVER 20 POUNDS OR INTENTED TO SUPPORT STRUCTURAL IMPOSED LOADS SHALL BE FASTENED INTO SOLID BLOCKING WITH ANCHORS.

WALL SURFACE FINISH MOUNTED FOR ELEMENT
STEEL DUCT-NOMINAL 32"x32"x NO.24 GA. (OR
HEAVIER) GALVANIZED STEEL DUCT. ONE

STEEL DUCT TO BE POSITIONED WITHIN THE
FIRESTOP SYSTEM. THE ANNULAR SPACE
SHALL BE MIN 1/2" TO MAX. 1 1/2". DUCT TO BE

RIGIDLY SUPPORTED ON BOTH SIDES OF
FLOOR OR WALL ASSEMBLY.

STEEL RETAINING ANGLE - NOMINAL 2"x2"x
NO. 16 GA. (OR HEAVIER) STEEL ANGLES

ATTACHED TO ALL FOUR SIDES OF THE

STEEL DUCT ON THE TOP SURFACE OF THE
WALL. THE ANGLES SHALL BE ATTACHED
WITH NO.8 (OR LARGER) STEEL SHEET
METAL SCREWS SPACED MAX OF 1" FROM
EACH AND AND A MAX. OF 3" O.C.

FIRESTOP SYSTEM - THE FIRESTOP SYSTEM
SHALL CONSIST OF THE FOLLOWING:

PACKING MATERIALS - MIN. 3 1/2" THICKNESS
OF MIN. 4 PCF MINERAL WOOL BATT

INSULATION FIRMLY PACKED INTO OPENING AS

A PERMANENT FORM BETWEEN THE BARE

STEEL DUCT AND THE PERIPHERY OF THE
OPENING. PACKING MATERIAL TO BE

RECESSED FROM TOP SURFACE OF FLOOR OR

BOTH SURFACES OF WALL AS REQUIRED TO

ACCOMMODATE THE REQUIRED THICKNESS OF
FILL MATERIAL.

FILL, VOID OR CAVITY MATERIAL - SEALANT - MIN 1 IN. THICKNESS OF FILL MATERIAL APPLIED

WITHIN THE ANNULUS, FLUSH WITH TOP

SURFACE OF FLOOR OR WITH BOTH SURFACES
OF WALL.

HILTI CONSTRUCTION CHEMICALS CP 601S
ELASTOMERIC FIRESTOP SEALANT OR CP604
SELF LEVELING FIRESTOP SEALANT.

FLOOR OR WALL ASSEMBLY-MIN. 4 1/2" THICK
REINFORCED CONCRETE FLOOR OR MIN. 5 1/2"

THICK LIGHTWEIGHT OR NORMAL WEIGHT
CONCRETE WALL.

REFERENCE:

UL DESIGN # C-AJ-7046
3 HOUR FIRE RATING

PARTITION - PER PLAN

FLOOR FINISH- PER FINISH
SCHED.

FLOOR SYSTEM

PER STRUCTURAL
2 1/2" MTL STUD 16" O.C. W/ 5/8"

GWB TYPE 'X' ONE SIDE

VERIFY W/ PLAN
0' - 11 15/16"
ELECT. ROOM
TOILET
12"Wx4"HxL(VARIES) OR AS
RQD 24 GA GALV. STEEL DRIP
PAN
3/4" PVC DRAIN PIPE

PLUMBING LINES- PER PLUMBING

FILL ANNULAR SPACE AROUND VENT
AT FLOOR OR CEILING WITH NONCOMBUSTIBLE MATERIAL (FIRE

SAFING)

EXTERIOR CEMENT PLASTER

GAS BURNING APPLIANCE
VENT IN 1-HR WALL ASSEMBLY
NOTE:

GAS VENTS AND NON-COMBUSTIBLE

PIPING PASSING THROUGH THREE

FLOORS OR LESS

A - INTERIOR WALL

B - EXTERIOR WALL
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

PENETRATION

ASSEMBLIES
12" = 1'-0" 1 A7.54

GENERAL NOTES
3" = 1'-0" 3
2" MAX PENETRATION THRU GYP BD
3" = 1'-0" 4
2" MIN PENETRATION THRU G.B. CONST.
3" = 1'-0" 5

ELECTRICAL DUCT PENETRATION
3" = 1'-0" 6
STAG PEN. AT 2-HR PARTY WALL
3" = 1'-0" 7
ELECTRICAL BOX UP TO 16 SQ. IN.
3" = 1'-0" 8
2" MAX PENETRATION THRU CMU WALL
3" = 1'-0" 9
2" MIN PENETRATION THRU CMU WALL
3" = 1'-0" 10

PIPE PENETRATION AT DRYWALL
3" = 1'-0" 11

FIXTURE PENETRATION IN RATED WALL
3" = 1'-0" 12
FIXTURE PEN. IN RATED CMU WALL
1" = 1'-0" 13 FIRE STOPPING AT 3-HR PODIUM SLAB
6" = 1'-0" 14 SUSPENDED PIPE HANGER
3" = 1'-0" 15 NON - RATED HANGER PEN AT CLG
3" = 1'-0" 16 NON-STRUCTURAL MOLLY BOLT THRU
1" = 1'-0" 18 MECHANICAL DUCT PENETRATION
1" = 1'-0" 19 PLUMB. PENETRATION AT ELEC. RM
3" = 1'-0" 20 NON - COMBUSTIBLE PIPE AT WALL
Date Issues / Revisions:

City Council 33 – 134 11/21/2023
ALTERNATE TO SPRAY-ON FIREPROOFING:

TYPE "X" GYP. BOARD FIRE PROTECTION ON
STEEL. REFER TO 2013 CBC 721.5.2.2
SPRAY APPLIED FIRE PROTECTION @ COLUMN:

GRACE CONSTRUCTION PRODUCTS "MONOKOTE MK-6"

THERMAL BARRIER, OR EQUAL
I.C.C. REPORT ESR-1186
OR
ISOLATEK INTERNATIONAL "CAFCO SPRAYFILM WB-3" &
"WB-5" INTUMESCENT FIRE RESISTIVE COATING, OR
EQUAL
I.C.C. REPORT ESR-1092
SPRAY APPLIED FIRE PROTECTION @ BEAM:

ISOLATEK INTERNATIONAL "CAFCO SPRAYFILM WB-3" &
"WB-5" INTUMESCENT FIRE RESISTIVE COATING, OR
EQUAL
I.C.C. REPORT ESR-1092
NOTES:

STRUCTURAL COLUMNS PER CBC 722.5.1.1

HORIZONTAL STRUCTURAL MEMBERS WHICH SUPPORT A LOAD OF MORE THAN ONE STORY REQUIRE AN ADDITIONAL FIRE PROTECTION PER CBC 722.5.2.

SEE STRUCTURAL PLANS FOR STEEL BEAM AND COLUMN SIZES AND LOCATIONS

VERIFY ALL COATING THICKNESS REQUIREMENTS WITH COATING MANUFACTURER

SPECIAL INSPECTION IS REQUIRED FOR ALL SPRAYED APPLIED FIRE PROTECTION

FOR FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS, SEE SHEET

1. 2.

3. 4.

5. 6.

BASE LAYER 1/2" (MIN.) TYPE "X"

GYPSUM WALLBOARD APPLIED AROUND
W10X49 (MINIMUM) COLUMN AND HELD
IN PLACE WITH PAPER MASKING TAPE.

FACE LAYER EITHER NO. 24 MSG

GALVANIZED STEEL COLUMN COVER

CONSISTING OF TWO L-SHAPED

SECTIONS WITH SNAP-LOCK SHEET
STEEL JOINTS OR NO. 22 MSG

GALVANIZED STEEL COLUMN COVERS

CONSISTING OF TWO L-SHAPED

SECTIONS WITH LAP JOINTS FASTENED
WITH NO. 8x1/2" SHEET METAL SCREWS
12" O.C.

REF GA FILE NO CM 1000
FOR 1 HOUR FIRE RATING
CL
CL

PER PLAN

UNIT WALL PER PLAN
2X PLUMBING WALL WHERE OCCURS

FLOOR JOIST PER STRUCTURAL
2x NAILER PER STRUCTURAL

EXTERIOR CEMENT PLASTER OVER

EXPANDED METAL LATH OVER BUILDING

PAPER PER WP DWGS

FINISH FLOOR AT UNIT

TOP OF GYPCRETE

PLATE HEIGHT
2 LAYERS OF 5/8" TYPE "X" GYPSUM
BOARD
CL
2X BLOCKING AS REQUIRED

STEEL BEAM PER STRUCTURAL

INTUMESCENT FIRE RESISTIVE COATING ALL
AROUND BEAM INCLUDING TOP.

ISOLATEK INTERNATIONAL "CAFCO SPRAYFILM
WB-3" & "WB-5" INTUMESCENT FIRE RESISTIVE

COATING OR EQUAL
I.C.C. REPORT ESR-1092

UNIT WALL PER PLAN
2X PLUMBING WALL WHERE OCCURS
3x NAILER PER STRUCTURAL

EXTERIOR CEMENT PLASTER OVER

EXPANDED METAL LATH OVER

BUILDING PAPER PER WP DWGS

FINISH FLOOR ATA UNIT

TOP OF GYPCRETE

PLATE HEIGHT

PER PLAN
2 1/2" METAL STUD FRAMING

CEILING HEIGHT

PER PLAN
2" X 2" X 20 GA METAL ANGLE

INTUMESCENT FIRE RESISTIVE COATING ALL
AROUND BEAM INCLUDING TOP.

ISOLATEK INTERNATIONAL "CAFCO SPRAYFILM
WB-3" & "WB-5" INTUMESCENT FIRE RESISTIVE

COATING OR EQUAL
I.C.C. REPORT ESR-1092

STEEL BEAM PER STRUCTURAL
CL
3x WOOD NAILER PER STRUCTURAL
7/8" EXTERIOR PLASTER OVER

EXPANDED METAL LATH PER WP DOCS
1-H
O
U
R
A
S
S
E
M
BLY

FLOOR JOISTS PER

STRUCTURAL DRAWINGS

FINISH FLOOR

PLATE HEIGHT

METAL CEILING JOISTS AT BREEZEWAY

CEILING

CENTERLINE OF STEEL FRAME PER

ENLARGED PLANS

SEE BUILDING/WALL SECTION FOR

SOFFIT AND CEILING HEIGHT
2 LAYERS OF 5/8" TYPE "X"

GYPSUM BOARD
CL
2 X BLOCKING AS REQUIRED

INTUMESCENT FIRE RESISTIVE COATING ALL
AROUND BEAM INCLUDING TOP.

ISOLATEK INTERNATIONAL "CAFCO
SPRAYFILM WB-3" & "WB-5" INTUMESCENT

FIRE RESISTIVE COATING OR EQUAL
I.C.C. REPORT ESR-1092

STEEL BEAM PER STRUCTURAL
3x WOOD NAILER PER STRUCTURAL
7/8" EXTERIOR PLASTER OVER

EXPANDED METAL LATH PER WP
DWGS
1-H
O
U
R
A
S
S
E
M
BLY

FLOOR JOISTS PER STRUCT DWGS

FINISH FLOOR

PLATE HEIGHT

METAL CEILING JOISTS AT

BREEZEWAY CEILING

CENTERLINE OF STEEL FRAME

PER ENLARGED PLANS

FOR SOFFIT AND CEILING HEIGHT

SEE BUILDING/WALL SECTION

CEILING HEIGHT
CL
2" X 2" X 20 GA. METAL ANGLE

INTUMESCENT FIRE RESISTIVE

COATING ALL AROUND BEAM
INCLUDING TOP.

ISOLATEK INTERNATIONAL "CAFCO
SPRAYFILM WB-3" & "WB-5"

INTUMESCENT FIRE RESISTIVE

COATING OR EQUAL
I.C.C. REPORT ESR-1092

STEEL BEAM PER STRUCTURAL
CENTERLINE OF COL.

TUBE STEEL COLUMN, PER

STRUCTURAL

SECTION
PLAN

FIREPROOFING ON

STEEL BEAM
MIN 1" THICK

CENTERLINE OF COLUMN

TUBE STEEL

COLUMN, SEE

STRUCTURAL

DRAWINGS

STEEL BEAM, PER

STRUCTURAL
3X NAILER PER

STRUCTURAL

PLYWOOD SHEATHING

SPRAY FIREPROOFING
ON METAL STUD.VERIFY

THICKNESS WITH
MNUFR.

KNIFE PLATE, PER

STRUCTURAL

SPRAY FIREPROOFING

FIREPROOFIN
G OVER

STEEL PLATE
& BOLTS
AS REQ,D.

SPRAY FIREPROOFING

THICKNESS WITH THE
MNUFR
MIN. 1" THICK PER

ACOUSTIC

CONSULTANT

TOP OF SHEATHING

STEEL BEAM PER

STRUCTURAL

FLOOR CEILING ASSEMBLY

JOIST HANGER

SPRAY FIREPROOFING
THICKNESS 1" MIN.
2 LAYERS OF GYP BD

ATTCHED TO RC

CHANNELS TYP

FLOOR JOISTS PER

STRUCTURAL DRAWINGS

FINISH FLOOR
2 1/2" METAL STUDS
2 LAYERS OF 5/8" TYPE "X"

GYPSUM BOARD
CL

STEEL BEAM PER STRUCTURAL

DRAWINGS

WOOD NAILER PER

STRUCTURAL DRAWINGS

WOOD BLOCKING PER

STRUCTURAL DRAWINGS

SEE ACCOUSTICAL REPORT

FOR ADDITIONAL

REQUIREMENTS
FIRE RATING: TWO HOUR
IIC:

ASSEMBLY: CBC 721.1 (1) 2-4.1

LOAD BEARING WALL

PER STRUCTURAL

HORIZONTAL STRUCTURAL MEMBERS (BEAMS)
SHALL BE INDIVIDUALLY WRAPPED W/ 5/8" TYPE
'X' GYP. BD. WHEN THE MEMBER SUPPORTS

DIRECTLY APPLIED LOADS FROM A FLOOR AND
ROOF OR MORE THAN TWO FLOORS PER 2013
CBC 704.3

FIRE RATED ACOUSTICAL

SEALANT
NOTE:

SEE ALL STRUCTURAL SHEETS FOR

BEAM SIZE AND LOCATIONS

FINISH FLOOR
5/8" TYPE 'X' GYPSUM WALL BOARD

WOOD BEAM PER STRUCTURAL DRAWINGS

EXPOSED BEAM

FLOOR CEILING ASSEMBLY

JOIST HANGER

SPRAY FIRE PROOFING OVER THE BEAM
BEYOND SHOWN DASHED. THICKNESS
MIN 1" TYPICAL

BOTTOM OF THE BEAM

SHOWN DASHED
2 LAYERS OF GYP BD

ATTACHED TO RC

CHANNEL TYPICAL

TOP OF SHEATHING

STEEL BEAM PER

STRUCTURAL
3X NAILER, SEE

STRUCTURAL

DRAWINGS

FLOOR CEILING ASSEMBLY

JOIST HANGER

SPRAY FIREPROOFING

SHEET METAL ANGLE TO

SUPPORT GYP BD
SPRAY FIREPROOFING.

THICKNESS 1" MIN
SPRAY FIREPROOFING.

THICKNESS 1" MIN
2 LAYERS OF GYP BD

ATTCHED TO RC

CHANNELS TYP

AT SHEAR WALLS
A

TUBE STEEL COLUMN, PER

STRUCTURAL
2 LAYERS OF 1/2" TYPE "X" GYP
BOARD ADHESIVELY* SECURED TO

COLUMN FLANGES AND SUCCESSIVE
LAYERS. WALLBOARD APPLIED
WITHOUT VERTICAL JOINTS. CORNER

EDGES OF EACH LAYER
STAGGERED. FOR 1-HOUR FIRE

PROTECTION OF TUBE STEEL PER
CBC TABLE 720.1
REFERENCE C.B.C
TABLE 721.1 (1) ITEM NUMBER 1-7.1

AT NON-SHEAR WALLS
B

WALL PER PLAN

TUBE STEEL COLUMN, PER

STRUCTURAL
2 LAYERS OF 1/2" TYPE "X" GYP
BOARD ADHESIVELY* SECURED TO

COLUMN FLANGES AND SUCCESSIVE
LAYERS. WALLBOARD APPLIED
WITHOUT VERTICAL JOINTS. CORNER

EDGES OF EACH LAYER
STAGGERED. FOR 1-HOUR FIRE

PROTECTION OF TUBE STEEL PER
CBC TABLE 720.1
2X NAILER ATTACHED TO TUBE

STEEL WITH THREADED NELSON
STUD

WALL PER PLAN

ALTERNATE DETAIL AT

EXTERIOR SHEAR WALL
ONLY
C

TUBE STEEL COLUMN, PER

STRUCTURAL

INTUMESCENT COATING
PER UL Y616 (1HR CONDITION)
2X NAILER ATTACHED TO TUBE

STEEL WITH THREADED NELSON
STUD

WALL PER PLAN
2HR DETAIL AT CORNER

CONDITION ONLY
D

TUBE STEEL COLUMN, PER

STRUCTURAL

INTUMESCENT COATING
PER UL Y616 (2HR CONDITION)

EXTERIOR CEMENT

PLASTER
*AN APPROVED ADHESIVE QUALIFED
UNDER ASTM EL 19 OR UL 263.
*AN APPROVED ADHESIVE QUALIFED
UNDER ASTM EL 19 OR UL 263.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt FIRE

PROOFING

DETAILS
12" = 1'-0" 1 A7.55
SPRAY APPLIED FIRE PROTECTION @
STEEL
1 1/2" = 1'-0" 2
1-HR GYPSUM BOARD COLUMN

PROTECTION
1 1/2" = 1'-0" 5
1-HOUR DROPPED BEAM PROTECTION
1 1/2" = 1'-0" 6
1-HR BEAM PROTECTION
1 1/2" = 1'-0" 7
1-HR DROPPED BEAM WITH SOFFIT
1 1/2" = 1'-0" 8
1-HR BEAM PROTECTION WITH SOFFIT
1 : 5 9

STEEL COLUMN & BEAM PROTECTION
1 : 5 11
BEAM W/O NAILER @ FLOORING/CLG ASSY
1 1/2" = 1'-0" 12
2-HR DROPPED BEAM
1 1/2" = 1'-0" 13 *1-HR PROTECTION AT BEAM
1 1/2" = 1'-0" 14 1-HR PROTECTION AT WOOD BEAM
3" = 1'-0" 3

STEEL BEAM INTERFACE WITH FLOOR/CLG
1 : 5 4

BEAM INTERFACE WITH FLOOR/CLG ASSY
3" = 1'-0" 17 1-HR COLUMN PROTECTION AT WALL
Date Issues / Revisions:

City Council 33 – 135 11/21/2023
PLYWOOD LAYER OVER WOOD-FRAMED ROOF STRUCTURE - SLOPE TO DRAIN 1/2" PER FOOT PLAN
T.O. ROOF
2 SHEATHING
".
3". 3".
1 1/2".
2".
1'-2". 1'-8". 1'-2".
3". 4'-0". 3".
3". 2'-0". 3".

ROOF DRAIN ASSEMBLY

PROVIDE ROOFING
PLYWOOD PER STRUCT.

OVERFLOW ROOF DRAIN ASSEMBLY

WOOD BLOCKING AS NECESSARY FOR ADEQUATE STRUCTURAL

SUPPORT

BUILT-UP ROOFING

PAN FLASHING - SECURE

OUTSIDE SUMP

W/ FLUSH HEAD SCREWS
SEE STRUCT. DWGS FOR

PLYWOOD INFO
NOTE: SEE PLUMBING

DRAWINGS

FOR ADDITIONAL

INFORMATION

PAN FLASHING - SECURE OUTSIDE SUMP W/

FLUSH HEAD SCREWS

DRAIN BODY FABRIC FLASHING PER WP

DOCUMENTS - COVER W/ PROTECTION COAT

MATERIALS

DRAIN RECEIVER
- SECURE @ 4" O.C. W/ FLUSH HEAD
SCREWS

BUILT-UP ROOFING
NOTES:

1. STEEL CLAMPING RINGS MUST BE USED ON ALL ROOF AND OVERFLOW DRAINS.

2. IF THE DRAIN SUMP IS RECESSED BELOW THE DECK MORE THAN FOUR INCHES,

PLYWOOD OR WOOD CANT STRIP SHALL BE INSTALLED TO MEET FLUSH WITH THE TOP OF THE SUMP.

THE PLYWOOD CANT SHALL BE INSTALLED AT A 45 DEGREE ANGLE, WITH THE TOP AND BOTTOM EDGES MITERED TO FIT FLUSH WITH THE SUBSTRATE.

3. AFTER COMPLETE INSTALLATION OF THE ROOF SYSTEM, CONTRACTOR SHALL

INSPECT AND

TEST ALL ROOF DRAINS TO ASSURE THAT NO CLOGGING OF THE DRAINAGE SYSTEM IS PRESENT. THE ROOF DRAIN LEADER SHOULD BE IN SUCH CONDITION THAT THE FULL DIAMETER OF THE DRAIN LEADER IS CLEAR.

HEAT VENT PIPE
8" .

ELASTOMERIC SEALANT
24 GA. G.I. PIPE FLASHING - SET

FLANGE INTO A FULL BED OF ROOF
CEMENT OVER SPECIFIED FELTS.

NAILS AT 4" O.C., STAGGERED

ROOF CEMENT WITH ALUMINUM COATING

FLASHING ASSEMBLY
BUILT-UP ROOFING ASSEMBLY - REFER TO W.P. PLANS FROM

INFOMATION

SUBSTRATE

STAINLESS STEEL SCREW CLAMP
24 GA. G.I. UMBRELLA HOOD
NOTES:

1. SURFACES TO RECEIVE SEAL TAPE SHALL BE THOROUGHLY CLEAN AND DRY

2. ALL SEAMS ARE TO BE LEAD SOLDERED

3. USE 3/8" HEAD NAILS, SPACED AT 4" O.C. AND STAGGERED FOR SECUREMENT OF METAL FLANGE TO PLYWOOD DECK.
4" .

FRONT VIEW - NTS
MIN. CLEAR
2' - 0"

ALL SEAMS SHALL HAVE
A

CONTINUOUS WELD ISOMETRIC VIEW - NTS AT FLANGE

LAP UPPER AND LOWER
HALVES

WITH TOP HALF ON

OUTSIDE
24 GA. GALV SHEET METAL

MULTIPLE PIPE ENCLOSURE
- SET FLANGE IN ROOF
CEMENT

OVER INTERPLY FELTS AND

FASTEN TO DECK USING
3/8" HEAD NAILS
STAGGERED AT 3" O.C.

SHEET METAL
SCREWS - MINIMUM 2

PER SIDE

ROOF CEMENT WITH

ALUMINUM COATING

SPECIFIED FLASHING

ASSEMBLY

ROOFING MEMBRANE

SUBSTRATE

HIGH-LOW COMBUSTION

VENTS FROM MULTIPLE LEVELS
B-VENT
MIN.
0' - 8"
0' - 6"0' - 4 3/256"

BALLOON FRAME PARAPET WALLS
AT PERMETER PER STRUCT. DWGS.

SLOPE
GALV. SHEET METAL PARAPET CAP

ROOF FRAMING PER

STRUCTURAL
6" STRIP OF MOISTSTOP PAPER LAP

SHINGLE STYLE WITH BUILDING PAPER

EACH SIDE OF PAPAPET

EXTERIOR PLASTER OVER BUILDING

PAPER AND METAL LATH OR OTHER
EXT. FINISH PER ELEVATIONS
T.O.P.

EXTERIOR CEMENT PLASTER
OVER PAPER BACKED METAL LATH.

LAP BLDG. PAPER O/ PLASTER
SCREED

PARAPET FRAMING PER

STRUCTURAL
SLOPE

CONTINUE ROOFING TO TERMINATE

UNDER PARAPET COPING
5/8" TYPE "X" GYSPSUM SHEATHING
FASTENER PER MFGR.

NOTE:

WHERE PARAPET HEIGHT EXCEEDS
MFGR'S. SPECIFICATIONS,
TRANSITION TO EXT. CEMENT
PLASTER W/ VERT. CONTROL JOINTS
@ 12'-0" O.C.

HOT AIR WELED
2% SLOPE
6 1/8"
24 GA. G.I. COPING. LAP JOINTS 6" AND SEAL
SPLICE PER WP DOCS. PAINT TO MATCH

ADJACENT FINISH
40 MIL HIGH TEMP SELF-ADHERED

MEMBRANE
3 COAT EXT. CEMENT PLASTER & LATH O/
WRB

BUILT-UP ROOFING

EMBED FASTENER IN SEALANT BED ABOVE

AND BENEATH COPING
NOTE:

WHERE PARAPET HEIGHT EXCEEDS MFGR'S.

SPECIFICATIONS, TRANSITION TO EXT.

CEMENT PLASTER W/ VERT. CONTROL
JOINTS @ 12'-0" O.C.
0' - 2"
2-PIECE "SPRING-LOK" TYPE

PLASTER REGLET
3-COAT EXT. CEMENT PLASTER AND
LATH O/ 2 LAYERS TYPE "D" BLDG.

PAPER - LAP PAPER O/ SCREED

DRIP SCREED

PLYWOOD SHEATHING PER

STRUCTURAL

WALL FRAMING & SUBSTRATE PER
PLANS. (WOOD SHEATHING SHOWN) 0' - 8" MIN.

NOTE: WHERE PARAPET HEIGHT
EXCEEDS MFGR'S. SPECIFICATIONS,
TRANSITION TO EXT. CEMENT
PLASTER W/ VERT. CONTROL
JOINTS @ 12'-0" O.C.

BUILT-UP ROOFING

CONDENSER UNIT PER

MECHANICAL DWGS

ROOFING ASSEMBLY PER WP
DRAWINGS. SEAL PENETRATIONS

TRIPLE TWO-BY BLOCKING BENEATH

MOUNTING SLEEPERS, RIP TO
SLOPE,TYP.
22 GA. GALV METAL FLASHING CAP

EQUIPMENT MOUNTING FRAME
& ISOLATORS PER MECH.
1/2" EXT. GRADE PLYWOOD
DIRECTLY BENEATH MECH. PAD
1/2" PLYWOOD
2" SQ. GALV. UNI-STRUT MOUNTING
RAIL
2"
2X4 FRAMING
12' MIN.
4" MIN.
8" MIN.

DAVIT, INSTALLED BY OTHERS

COMPATIBLE SEALANT WITH BOND
BREAKER IN "V" CONTINUOUS

ALONG PERIMETER, SLOPE FILLET

TO DRAIN
SINGLE PLY SKIRT, FULLY WELDED;
FULLY EMBEDDED IN SEALANT;

FASTEN WITH STAINLESS STEEL

HOSE CLAMP AND STAINLESS

STEEL FASTENER

TAPERED EDGE STRIP

SINGLE PLY

ROOFING SYSTEM

SHEATHING AND

FRAMING PER PLAN

STAINLESS STEEL

CLAMP AND

FASTENER

SEALANT TAPE

FASTEN PER

MANUFACTURER

PRE- MANUFACTURED

FLASHING BOOT

CONTINUOUS

HEAT WELD

SEAL PER

MANUFACTURER

ADJUSTABLE

PEDESTAL

TOP OF FINISH

FLOOR AT UNITS
UNIT

ROOF TOP

TERRACE

ROOF DECK PAVERS - SIZE AND TYPE PER

LANDSCAPE DRAWINGS
SLOPE

TO DRAIN

WATERPROOFING PER

BUILDING ENVELOPE

DRAWINGS

ROOF DRAIN
A
S
S
E
M
BLY
1H
R
R
A
T
E
D
R
O
O
F
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt ROOF

DETAILS,

DRAINS,

SCUPPERS
3/4" = 1'-0" 1 A7.91

ROOF DRAIN
3" = 1'-0" 4

VENT AT ROOF
1" = 1'-0" 5

MULTIPLE PIPE PENETRATIONS
1 1/2" = 1'-0" 7

PARAPET W/COPING
3" = 1'-0" 8

PARAPET / WALL BASE
3" = 1'-0" 10
PARAPET COPING, TYP.
3" = 1'-0" 11
ROOFING TERMINATION @
PLASTER1
1 1/2" = 1'-0" 17

MECHANICAL EQUIPMENT PLATFORM
3" = 1'-0" 18 FALL PROTECTION ANCHOR1 1/2" = 1'-0" 19

DRAIN AT ROOF PAVERS
Date Issues / Revisions:

City Council 33 – 136 11/21/2023

1. WATERPROOFING SHOWN IS FOR REFERENCE ONLY

2. PROVIDE DOOR FLASHING AND WATERPROOFING PER W.P. DOCUMENTS.

3. PROVIDE PODIUM WATERPROOFING PER W.P. DOCUMENTS.

4. PROVIDED BELOW GRADE WATERPROOFING PER W.P. DOCUMENTS.

5. PROVIDE WATERPROOFING PRODUCTS AS SPECIFIED PER WATERPROOFING DOCUMENTS.

6. DOOR SILL SHALL HAVE A 1% SLIOPE TO THE EXTERIOR, TYPICAL.

MARBLE THRESHOLD REFER

TO HARDWARE SCHEDULE
A

REDUCER STRIP

CERAMIC TILE
FLOORING PER FINISH SCHED.

CERAMIC TILE AS OCCURS
VINYL
CARPET
CARPET

ALUMINUM THRESHOLD REFER

TO HARDWARE SCHEDULE

ALUMINUM THRESHOLD REFER

TO HARDWARE SCHEDULE
SET IN MASTIC AT EXT.
1/4" MAX. VERTICAL, TYP.

MAX. BEVEL 2:1, TYP.
1/2" M
AX. 1/2" M
AX
B .

C
D
E
VINYL
F
VINYL
G
3/4" ALUMINUM ANGLE SET IN

SILICONE SEALANT, PREDRILL
HOLES AT 8" O.C., FILL WITH

SEALANT AND ATTACH WITH
NO.8 X2" STAINLESS STEEL
SCREWS
CARPET

SHAPED WD BLOCKING
1/4' M
A
X 1/4' M
A
X
2 1
2 1
1/2" M
AX
2 1
PER MANUF. PER MANUF.

P
E
R
M
A
N
U
F.

GUIDE RAIL BY

MANUFACTURER MOUNTED

TO FACE OF WALL
3 HR RATED COILING
DOOR
NOTE:

VERIFY DIMENSIONS WITH MANUFACTURER

SEE FOR HEAD DETAIL
R.O. PER PLAN
EQ 2" EQ
PER. MFGR

LINE OF WALL
WHERE
OCCURS

POURED-IN-PLACE

CONCRETE WALL

SEALANT AND FOAM
BACKER ROD, TYP.

T-STRAP WALL ANCHOR
WELDED TO FRAME @ 24"
MAX. O.C. AND 8" MAX. FROM
TOP & BOTTOM. PROVIDE 4
PER JAMB MIN.

SOLID GROUT FRAME IN PLACE.
1 3/4"

CONCRETE OPENINGDOOR OPENING

SEE PLANS

CONCRETE WALL TO
HAVE 3/4" CHAMPHER
ON ALL EDGES, TYP.

HOLLOW METAL FRAME,
SEE DOOR SCHEDULE.
2 COAT EXTERIOR

CEMENT PLASTER
WHERE OCCURS @

EXTERIOR
G.I. DRIP FLASHING AT
HEAD, "J" MOLD AT JAMB
C.M.U. WALL

SEALANT AND BACKER
ROD

GYPSUM BOARD AT

FURRED WALL CONDITION

WITH SEALENT AND FOAM

BACKER AT FRAME
1 3/4"
1/4"

PER MFTR
1/4" EQ 2" EQ

MASONRY

OPENING
DOOR

OPENING

SEE PLANS

INSULATION PER SCHEDULE

AT EXTERIOR WALLS

EXTERIOR CEMENT PLASTER SYSTEM

OVER WEATHER-RESISTIVE BARRIER

WHERE OCCURS PER PLANS

PERPENDICULAR WALL AT JAMB WITH
(2) LAYER 5/8" EXTERIOR GYPSUM
SHEATHING. SEE PLAN FOR LOCATIONS

SELF ADHERING FLASHING WHERE SHOWN

TRIM WHERE SHOWN PER ELEVATIONS

METAL HEAD FLASHING - PAINT TO MATCH
FRAME. PROVIDE CONT. 1/2" CONT. SEALANT &
BACKER ROD @ EXT. JAMB CONDITION.

HOLLOW METAL DOOR AND FRAME,

PAINT PER SPECIFICATIONS,

FIRE RATING PER SCHEDULE

ALTERNATE DOOR LOCATION - SEE PLAN
NOTES:

SEE AX.XX FOR DISABLED ACCESS DOOR
CLEARANCE REQUIREMENTS.

SEE WP DOCUMNETS FOR ADDITIONAL WP
REQUIREMENTS.

SEALANT - TYPICAL
(2) LAYER 5/8" TYPE "X" GYP. BD.

EXTERIOR GYPSUM SHEATHING

AT PLASTER
S
E
E
PLA
N

BOTTOM BAR AND SAFETY

EDGE BY MANUFACTURER
M
A
N
U
F.

P
E
R
P
E
R
M
A
N
U
F.

PER MANUF. WALL PER PLAN

MOTOR AND EQUIPMENT

BY MANUFACTURER - FACE

MOUNTED TO WALL
HOOD
NOTE:

VERIFY DIMENSIONS WITH MANUFACTURER SEE

FOR JAMB DETAIL
R.O. PER SECTION
1 3/4" A
T JA
M
B
S
3" MIN.
1/2" 1/2"
2"
1 15/16"
(MIN.) VARIES
2" 1 15/16"
VARIES

PERPENDICULAR WALL WHERE

OCCURS AT JAMB CONDITIONS

EXTERIOR CEMENT PLASTER

AS OCCURS PER PLANS
5/8" TYPE "X" GYPSUM BOARD

EACH SIDE OF METAL STUDS
2 - LAYERS GYP BD EACH SIDE
AT 2-HOUR FIRE RATED WALL

DOOR - SEE SCHEDULE

INSULATION WHERE OCCURS
(2) 3 5/8" STRUCTURAL STUDS

AT JAMB/HEAD

LINE OF WALL WHERE STUD
SIZE IS GREATER THAN 3 5/8"

OR DBL STUDS - VERIFY

LOCATIONS OF OFFSET WITH
PLANS

HOLLOW METAL FRAME WITH
MINIMUM 3 ANCHORS PER
JAMB, 2 ANCHORS PER HEAD

WALL TYPE PER PLAN
1/4"
2 COAT CEMENT

PLASTER

ALUMINUM PLASTER 'J' MOLD

CAULKING
1 3/4" X 4 1/2" ALUMINUM

STOREFRONT SYSTEM

ALUMUNUM DOOR
JAMB PER SCHED.

SHIM AS REQUIRED
9 1/8" F.O.M.

F.O. FINISH
F.O. FRAME
2 1/2" 20 GAUGE METAL STUDS

DRYWALL
"L"
METAL

CAULKING WITH

FOAM BACKER ROD

INSULATION PER SCHEDULE

AT EXTERIOR WALLS

EXTERIOR CEMENT PLASTER SYSTEM

OVER WEATHER-RESISTIVE BARRIER
5/8" TYPE "X" GYPSUM BOARD
USG 5/8" TYPE "X" HUMITEK GYPSUM BOARD
W/DRYWALL "SETTING COMPUND" WHERE
OCCURS. REFER TO CORRIDOR PLANS.

SELF ADHERING FLASHING

TRIM WHERE SHOWN PER ELEVATIONS

METAL HEAD FLASHING - PAINT TO MATCH
FRAME. PROVIDE 1/2" CONT. SEALANT &
BACKER ROD @ EXT. JAMB CONDITION

HOLLOW METAL DOOR AND FRAME - PAINT
PER SPECS. SEE BLDG. PLAN FOR FIRE
RATING

ALTERNATE DOOR LOCATION - SEE PLAN
NOTES:

SEE A-40.1 FOR DISABLED ACCESS DOOR CLEARANCE
REQUIREMENTS. SEE WP DOCUMNETS FOR
ADDITIONAL WP REQUIREMENTS.

CASING EACH SIDE

WOOD FRAME AT HEAD AND
JAMBS
BI-PASS DOOR PER SCHED.

WITH PAINTED ALUM. TRACK AT
HEAD

SHIM SPACE

WALL TYPE VARIES

PER PLAN
NOTES:

SEE A-40.1 FOR DISABLED

ACCESS DOOR CLEARANCE
REQUIREMENTS.

ROUGH OPENING
HEIGHT

SEE PLAN

LINE OF WOOD
CASING BEYOND NANA WALL SL 60 DOOR
SYSTEM
SLOPE

CONCRETE PAVERS

PODIUM WP PER WP
DOCS.

F.F.
0' - 6"

HEAD FLASHING
0' - 1"
0' - 2 1/4"
0' - 0 1/4"
0' - 0 1/4"
NANA WALL SL 60 DOOR SYSTEM

HEAD FLASHING

SHAPED FILLER
3-COAT EXT PLASTER

O/ WRB PER WP DOCS

CEILING
WHERE
OCCUR
S
0' - 3 1/2" 0' - 0 3/4"
0' - 1"
1x STAIN
GRADE
WOOD
CASING

PLASTER SCREED O/ SELF- AHDERED WP MEMBRANE
1/2" EXT GYP.

SHEATHING

BEAM PER

STRUCTURAL

WOOD FRAMING PER PLANS
CL
1x STAIN

GRADE WOOD
CASING
EXT. CEMENT PLASTER

SYSTEM O/ SHEATHING
PER STRUC.

NANA WALL SL 60 DOOR
SYSTEM
0' - 0 3/4" 0' - 4"
0' - 0 3/4"
STEEL

PLASTER SCREED O/ SELF- ADHERED WP MEMBRANE
0' - 8"
NOTE: SEE WRITTEN SPECIFICATIONS FOR

SPECIFIC INSTALLATION PROCEDURES

DOOR CASING BEYOND

DOOR PER PLANS - PRIME TOP AND

BOTTOM RAILS

FRAME BEYOND, CUT SLOT FOR PLAN

AND CAULK

ALUMINUM DOOR DRIP WITH

WEATHERSTRIP

ALUMINUM DOOR THRESHOLD

FASTENED WITH SCREWS AND SET IN

TWO CONTINUOUS BEDS OF URETHANE

SEALANT

CEMENTITIOUS DECK COATING
2% SLOPE
1/4" M
AX
SILL PAN; SET IN FULL BED OF SEALANT

UNDER THRESHOLD
1/2" A
T
C
O
M
M
O
N
3/4" M
A
X
A
T
U
NIT
S
2 1
SILL PAN; SET IN FULL BED OF SEALANT

UNDER THRESHOLD
SELF-ADHERED MEMBRANE 2
1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt DOOR

DETAILS
12" = 1'-0" 1 A8.11

NOTES - DOOR FLASHING
3" = 1'-0" 2

INTERIOR THRESHOLD
3" = 1'-0" 4

COILING DOOR JAMB
3" = 1'-0" 5
DOOR FRAME, HEAD/JAMB,H.M. @ CONC
3" = 1'-0" 6
DOOR FRAME. HEAD/JAMB, H.M. @ CMU
3" = 1'-0" 7
HOLLOW-METAL DR HEAD@STAIR(2-HR)
1 1/2" = 1'-0" 8

COILING DOOR HEAD
3" = 1'-0" 9
DOOR FRAME,HEAD/JAMB,H.M.@MTL FRMG
3" = 1'-0" 10
DOOR FRAME, JAMB, STOREFRONT @ CMU
3" = 1'-0" 11

HOLLOW-METAL DOOR HEAD (JAMB SIM)
3" = 1'-0" 12

BIPASS DOOR HEAD
3" = 1'-0" 13 FOLDING DOOR THRESHOLD
3" = 1'-0" 14 FOLDING DOOR - HEAD
3" = 1'-0" 15 FOLDING DOOR JAMB - OPENING SIDE
6" = 1'-0" 16 PATIO FRENCH DOOR SILL
6" = 1'-0" 17 PATIO FRENCH DR SILL @ PODIUM LEVEL
Date Issues / Revisions:

City Council 33 – 137 11/21/2023
City Attorney’s Office
www.santa-ana.org/city-attorneys-office
Item # 34
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
November 21, 2023
TOPIC: Appointment of Interim City Manager

AGENDA TITLE
Appointment of Interim City Manager pursuant to Government Code Section 21221(h)(Interim City Manager)(General Fund)

RECOMMENDED ACTION
Adopt Resolution appointing an Interim City Manager effective November 21, 2023 and authorizing the Mayor to execute an employment agreement (Agreement No. 2023- XXX).

RESOLUTION NO. 2023-XXX entitled A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPOINTING THOMAS R. HATCH AS CITY MANAGER

ON AN INTERIM BASIS AND APPROVING EMPLOYMENT AGREEMENT
GOVERNMENT CODE §84308 APPLIES: No

DISCUSSION
The City Council accepted the former city manager’s resignation on October 9, 2023. Assistant City Manager Steven A. Mendoza has served as Acting City Manager since October 17, 2023. On November 7, 2023, the City Council discussed the potential appointment of an Interim City Manager while the City recruits for a permanent appointment to the City Manager position.

The City Council understands that the recruitment process will take several months, if not longer, and believes that appointment of Thomas R. Hatch as Interim City Manager would be in the City’s best interest during the recruitment process for a permanent appointment.

The position of City Manager requires specialized skills and Mr. Hatch has such skills with more than 35 years of experience in local government including as City Manager and Interim City Manager for agencies in Orange County and Los Angeles County.

City Council 34 – 1 11/21/2023
Appointment of Interim City Manager
November 21, 2023

Page 2 ends

Mr. Hatch is a CalPERS retiree and as such, his appointment must comply with the working after retirement rules set forth in the Government Code and CalPERS Regulations, including limiting payment to an hourly rate pursuant to an adopted salary range.

Interim City Manager Appointment
Government Code Section 21221(h) permits the City Council to appoint a CalPERS retiree to a vacant position requiring specialized skills during recruitment for a permanent appointment, and provides that such appointment will not subject the retiree to reinstatement from retirement or loss of benefits so long as it is a single appointment that does not exceed 960 hours.

The rate of pay for an Interim City Manager who is retired from CalPERS is dictated by law and governed by Government Code Sections 21221(h) and 7522.56. Specifically, Section 7522.56(d) – which supersedes Section 21221(h) to the extent of conflicts – provides that “the rate of pay for the employment shall not be less than the minimum, not exceed the maximum, paid by the employer to other employees performing comparable duties, divided by 173.333 to equal an hourly rate.” Section 21221(h) further provides that this rate must be “listed on a publicly available pay schedule for the vacant position.”
The City Manager’s salary is set by contract and is reflected as a fixed amount on the City’s publicly available pay schedule, not a range. Thus, the hourly rate to be paid to Mr. Hatch, as Interim City Manager, will be a pay rate of $156.82. He will not receive any other compensation or benefits, unless required by federal or state law.

Government Code Section 21221(h) further requires that the appointment to a vacant position be made by the City Council. As such, this agenda item includes a resolution appointing Thomas R. Hatch as Interim City Manager effective November 21, 2023, and authorizing the Mayor to sign an employment agreement for interim city manager services with Mr. Hatch consistent with the requirements of Section 21221(h) and the terms set forth in the resolution.

The term of Mr. Hatch’s appointment as Interim City Manager will end when the permanent appointment to the City Manager position begins his or her employment with the City, unless the appointment is terminated earlier by the City or Mr. Hatch.

The key terms of the Interim City Manager appointment include the following:

1. The term of employment will begin November 21, 2023 and will end immediately before the day on which the permanent City Manager begins work, unless sooner terminated by the City or Mr. Hatch;

2. Hourly rate will be $156.82;
City Council 34 – 2 11/21/2023
Appointment of Interim City Manager
November 21, 2023

Page 3 ends

3. No other compensation or benefits, including leave, will be provided, unless required by state or federal law; and

4. Mr. Hatch will be limited to 960 hours per fiscal year as set forth in working after retirement rules set forth in the Government Code and CalPERS Regulations.

FISCAL IMPACT
Mr. Hatch will be paid an hourly rate of $156.82 during his appointment as Interim City Manager. He will not be entitled to any additional compensation, benefits, paid leave or paid holidays, unless required by federal or state law.

Funds are available in the City Manager’s Office salaries and benefits account (Account No. 01103010- 61000) and to the extent necessary will be budgeted in future fiscal years as follows. Future fiscal year funding, if needed, will be included in the proposed budget for City Council consideration.

EXHIBIT(S)

1. Resolution to Appoint Interim City Manager

2. Employment Agreement
Submitted By: Sonia R. Carvalho, City Attorney
Approved By: Steven A. Mendoza, Acting City Manager
City Council 34 – 3 11/21/2023
Resolution No. 2023-XXX

Page 1 of 3 ends

RESOLUTION NO. 2023-XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
SANTA ANA APPOINTING THOMAS R. HATCH AS CITY

MANAGER ON AN INTERIM BASIS AND APPROVING

EMPLOYMENT AGREEMENT
WHEREAS, Government Code sections 7522.56 and 21221(h) permit the City of Santa Ana (“City”) to appoint a California Public Employees’ Retirement System (“CalPERS”) retiree to a vacant position requiring specialized skills during recruitment for a permanent appointment, and provides that such appointment will not subject the retiree to reinstatement from retirement or loss of benefits so long as the applicable requirements are met;
WHEREAS, in order to ensure continuity in the operation and management of the City, the City Council desires to retain the services of Thomas R. Hatch, who is a retired member of CalPERS, to serve as Interim City Manager effective November 21, 2023; WHEREAS, The City Council deems that the position of City Manager requires specialized skills and that, Thomas R. Hatch has such skills as evidenced by his extensive experience in managing, directing and overseeing an organization like the City, given his prior employment as City Manager and Interim City Manager for several cities in Orange County and Los Angeles County;
WHEREAS, an appointment under Government Code section 21221(h) requires an active recruitment for a permanent replacement and the City has an active recruitment;
WHEREAS, the 180-day wait period requirement set forth in Government Code Section 7522.56(f) does not apply because Thomas R. Hatch has been retired from a CalPERS agency for more than 180 days;
WHEREAS, this section 21221(h) appointment shall only be made once and therefore will end on the date immediately before the date on which the permanent replacement for the vacant position of City Manager begins his or her employment or, if earlier, the date that this appointment is terminated by the City Council or Thomas R.

Hatch;
WHEREAS, it is understood by the City Council and Thomas R. Hatch that the combined total hours to be worked by Mr. Hatch in any fiscal year, for all retired annuitant positions with any CalPERS employer, shall not exceed the 960 hour limitation set forth in California Government Code sections 7522.56(d) and 21221(h), unless an exception applies;
City Council 34 – 4 11/21/2023
Resolution No. 2023-XXX

Page 2 of 3 ends

WHEREAS, the compensation paid to retired annuitants cannot be less than the minimum nor exceed the maximum monthly base salary paid to other employees performing comparable duties, divided by 173.333 to equal an hourly rate; WHEREAS, the base annual salary for this position is $326,181 and the hourly equivalent is $156.82;
WHEREAS, the hourly rate to be paid to Thomas R. Hatch is $156.82; WHEREAS, Thomas R. Hatch will not receive any other benefits, incentives, compensation in lieu of benefit or any other form of compensation in addition to this hourly pay rate; and
WHEREAS, pursuant to Government Code section 7522.56(e)(1), Thomas R.

Hatch must certify in writing to the City Council upon accepting an offer of employment that he has not received any unemployment insurance compensation arising out of prior employment with a public employer that is subject to Government Code section 7522.56 during the 12-month period preceding the effective date of this appointment. Execution of the Agreement for Interim City Manager Services shall fulfill this requirement.

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS:

Section 1. The foregoing recitals are true and correct and are hereby incorporated by reference.

Section 2. Thomas R. Hatch has the specialized skills needed to perform the work required of the City Manager position on an interim basis until a permanent City Manager is appointed by the City Council and thereafter begins service.

Section 3. The City Council hereby appoints Thomas R. Hatch as Interim City Manager effective November 21, 2023, until the day immediately before the date on which the permanent replacement for the vacant position of City Manager begins his or her employment, unless earlier terminated, pursuant to the authority provided under Government Code sections 7522.56 and 21221(h), pending the recruitment, selection and employment of a permanent City Manager, to provide the specialized skills necessary to manage the City of Santa Ana.

Section 4. The Mayor is authorized to execute an employment agreement for Interim City Manager services with Thomas R. Hatch on behalf of the City, provided that such agreement is consistent with the terms set forth in this Resolution.

City Council 34 – 5 11/21/2023
Resolution No. 2023-XXX

Page 3 of 3 ends

Section 5. This Resolution shall take effect immediately upon its adoption by a majority of the City Council and the City Clerk shall attest to and certify the vote adopting this Resolution.

ADOPTED this ____ day of November, 2023.

Valerie Amezcua
Mayor
APPROVED AS TO FORM:

Sonia R. Carvalho
City Attorney
By:

Laura A. Rossini
Chief Assistant City Attorney
AYES: Councilmembers
NOES: Councilmembers
ABSTAIN: Councilmembers
NOT PRESENT: Councilmembers

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, Jennifer L. Hall, City Clerk, do hereby attest to and certify the attached Resolution No. 2023 -XXX to be the original resolution adopted by the City Council of the City of Santa Ana on _____________________, 2023.

Date:

City Clerk
City of Santa Ana
City Council 34 – 6 11/21/2023
Interim City Manager Agreement
1 INTERIM CITY MANAGER AGREEMENT WITH THOMAS HATCH
This Employment Agreement (“Agreement”) is made and entered into as of November 21, 2023, by and between the City of Santa Ana (“City”) a Charter city and California municipal corporation, and Thomas R. Hatch (“Retiree”) an individual, on the terms and conditions contained herein. City and Retiree are sometimes referred to in this Agreement individually as “Party” and collectively as “Parties.”

RECITALS
A. City desires to employ the services of Retiree as its Interim City Manager to carry out the duties and responsibilities of the City Manager position as provided for by the Santa Ana City Charter and Municipal Code, and applicable state law, in consideration of and subject to the terms, conditions, and benefits set forth in this Agreement.

B. Retiree desires to accept employment as Interim City Manager in consideration of and subject to the terms, conditions, and benefits set forth in this Agreement.

C. Retiree’s employment is authorized by Government Code Sections 7522.56 and 21221(h), which permit the City Council to appoint a California Public Employees’ Retirement System (“CalPERS”) retiree to a vacant position requiring specialized skills during recruitment for a permanent appointment, and provide that such appointment will not subject the retired person to reinstatement from retirement or loss of benefits, so long as it is a single appointment that does not exceed 960 hours in a fiscal year, inclusive of all hours worked for other all CalPERS employers, unless an exception applies.

D. The City Council appointed Retiree as Interim City Manager at its November 21, 2023 meeting, as required pursuant to Government Code Section 21221(h).

E. Retiree represents that he is a retired annuitant of CalPERS within the meaning of Government Code Sections 7522.56 and 21221(h) (“Statutes”) and acknowledges that his compensation is statutorily limited as provided in Government Code Section 21221(h).

With the execution of this Agreement, Retiree affirms that he has not received unemployment compensation from any CalPERS Agencies during the 12-month period preceding the effective date of this Agreement.

F. The City has determined that it is necessary to hire Retiree, a CalPERS retiree, because the position of Interim City Manager requires special skills, and Retiree, by virtue of his significant experience as city manager has those special skills.

OPERATIVE PROVISIONS
In consideration of the promises and covenants contained herein, the Parties agree as follows:

City Council 34 – 7 11/21/2023
Interim City Manager Agreement
2 1. Position and Duties.

1.1 Position. Retiree accepts employment with City as its Interim City Manager and shall perform all functions, duties and services set forth in Section 1.4 [Duties] of this Agreement. Retiree shall provide service at the direction and under the supervision of the City Council. It is the intent of the Parties that Retiree, as the Interim City Manager, shall keep the City Council fully apprised of all significant ongoing operations of City. Toward that end, Retiree shall report directly to the City Council and will periodically, or as may be otherwise specifically requested by the City Council, provide status reports to the City Council on his activities and those of the City.

1.2 Term. This Agreement shall become effective on November 21, 2023 unless a later date is agreed on by the Parties. This Agreement shall expire upon whichever of the following events occurs first: (i) upon the employment commencement date of a regular City Manager employed by City; or (ii) upon termination of this Agreement by either Retiree or City as provided in Section 4 [Termination] of this Agreement.

1.3 At-Will. Retiree acknowledges that he is an at-will, temporary employee of City who shall serve at the pleasure of the City Council at all times during the period of his service hereunder. Nothing in this Agreement is intended to, or does, confer upon Retiree any right to any property interest in continued employment, or any due process right to a hearing before or after a decision by the City Council to terminate his employment, except as is expressly provided in Section 1.2 [Term] or Section 4 [Termination] of this Agreement. Further, nothing contained in this Agreement shall in any way prevent, limit or otherwise interfere with the right of City to terminate the services of Retiree, as provided in Section 1.2 [Term] or Section 4 [Termination] of this Agreement.

1.4 Duties. Retiree shall perform those duties and have those responsibilities that are commonly assigned to a city manager of a city in California, and as may be further set forth in the City’s Charter and Municipal Code, as well as those duties set forth in the City’s classification specification for City Manager.

1.5 Hours of Work. Retiree shall devote the time necessary to adequately perform his duties as Interim City Manager. It is recognized that Retiree will devote a great deal of time outside the normal office hours-schedule, and to that end, he shall be allowed to establish an appropriate work schedule recognizing that the normal City work schedule is Monday through Thursday, 7:30 AM to 5:30 PM and every other Friday, 8:00 AM to 5:00 PM. However, in no event shall Retiree be required to work in excess of 960 hours per fiscal year for City, including hours worked for other CalPERS agencies during such fiscal years, unless an exception applies. The position of Interim City Manager shall be deemed a non-exempt position under federal and California wage and hour law.

2. Compensation.

2.1 Rate of Pay. For all services performed by Retiree as the Interim City Manager under this Agreement, City shall pay Retiree compensation at the rate of one hundred fifty-six City Council 34 – 8 11/21/2023
Interim City Manager Agreement
3 dollars and eighty-two cents ($156.82) per hour, according to the payroll schedule in place for City employees paid bi-weekly subject to the limitations provided below.

2.1.1 Compliance with CalPERS requirements. It is the intent of the Parties to compensate Retiree only to the extent permitted under Government Code section 21221(h) and corresponding CalPERS regulations and policy statements. The Rate of Pay set forth above is based on the salary limitations established by Ca1PERS and is not less than the minimum, nor in excess of the maximum, paid by the City to other employees performing comparable duties (divided by 173.333 to equal an hourly rate) as listed on the City’s publicly-available pay schedule. Such compensation shall be Retiree’s sole compensation for his service under this Agreement. Notwithstanding the foregoing, the City shall cover the Retiree under its workers’ compensation program.

2.1.2 Recordation and Reporting of Hours Worked. Retiree will comply with all applicable CalPERS regulations governing employment after retirement, including the recordation and reporting of all hours worked for City to Ca1PERS as may be required. City shall assist in any such reporting obligations to Ca1PERS. Additionally, Retiree shall keep City continually apprised of any hours worked by Retiree for other CalPERS agencies during the term of this Agreement.

2.2 Benefits.

2.2.1 No Benefits. Pursuant to Government Code §21221(h) and related CalPERS regulations and policy statements, Retiree shall not receive from City any benefits City commonly provides to its employees unless required by federal or state law, including without limitation, health, dental, or vision insurance coverage, life insurance, deferred compensation, disability insurance, unemployment insurance, mobile device stipend, vehicle allowance, gym programs, employee assistance programs, and similar benefits.

2.3 Reimbursement. City shall reimburse Retiree for authorized, reasonable and necessary travel expenses incurred by Retiree in the performance of his duties pursuant to this Agreement. Retiree shall document and claim said reimbursement for such travel in the manner and forms required by the City. All reimbursements shall be for actual expenses and shall be subject to and in accordance with California and federal law and City’s adopted reimbursement policies. Such reimbursements shall not be reported to CalPERS. Other than as specifically provided herein, Retiree shall receive no other compensation or reimbursements for expenses incurred by him in the performance of his duties pursuant to this Agreement.

3. Vacation and Leave.

3.1 No Leave. Retiree and City agree that Retiree, in accordance with Government Code Section 21221(h) and related Ca1PERS regulations and policy statements, shall not be provided or accrue any personal time off, vacation, sick leave, management time off, paid holidays or similar leave benefits, unless required by federal or state law.

City Council 34 – 9 11/21/2023
Interim City Manager Agreement
4 4. Termination.

4.1 By City. This Agreement may be terminated by City for any reason thirty (30) days after providing written notice to Retiree of such termination. City’s only obligation in the event of such termination will be payment to Retiree of all compensation then due and owing as set forth in Section 2.1 [Rate of Pay] up to and including the effective date of termination. However, this Agreement may be terminated immediately if necessitated by changes to CalPERS statutory or regulatory requirements, or if doing so will preclude a violation of Government Code Sections 7522.56 or 21221(h).

4.2 By Retiree. This Agreement may be terminated by Retiree for any reason thirty (30) days after providing written notice to City of such termination. City shall have the option, in its complete discretion, to make Retiree’s termination effective at any time prior to the end of such period, provided City pays Retiree all compensation as set forth in Section 2.1 [Rate of Pay] then due and owing him through the last day actually worked.

4.3 No Notice for Expiration. Nothing in this Section 4 [Termination] shall be construed to require either party to give advance written notice in order for the Agreement to expire as set forth in Section 1.2 [Term].

4.4 Termination Obligations. Retiree agrees that all property, including, without limitation, all equipment, tangible Proprietary Information (as defined below), documents, records, notes, contracts, and computer-generated materials furnished to or prepared by him incident to his employment belongs to City and shall be returned promptly to City upon termination of Retiree’s employment. Retiree’s obligations under this subsection shall survive the termination of his employment and the expiration of this Agreement.

5. Confidential Information.
“Confidential Information” shall include, but not be limited to, all information or material that Retiree learns of or obtains during his employment with City as Interim City Manager that is or was confidential or privileged by virtue of it having been discussed or presented in a dulynoticed closed session meeting of the City Council, or otherwise privileged and/or confidential under applicable law, including but not limited to personnel information, information pertaining to on-going or potential litigation, information learned in the context of the attorney-client relationship with the City Attorney or special counsel to the City. Confidential Information as defined includes, but is not limited to, all data, materials, products, technology, computer programs, specifications, manuals, business plans, software, marketing plans, financial information, internal processes and procedures, and other information disclosed or submitted, orally, in writing, or by any other media, to Retiree by City. Nothing herein shall require City to disclose any of its information to Retiree.

During his employment with City as Interim City Manager, Retiree shall use and disclose Confidential Information only for the benefit of City and as is, or may be, necessary to perform hisjob responsibilities under this Agreement. Following the termination of this Agreement, Retiree shall not use or disclose any Confidential Information, except with the express written consent of City Council 34 – 10 11/21/2023
Interim City Manager Agreement
5 City. Retiree’s obligations under this Section shall survive the termination of his employment and the expiration of this Agreement.

6. Conflict of Interest.

To the extent that Retiree has an interest, direct or indirect, financial or otherwise, which would materially conflict, as shall be determined by the City Attorney, in any manner or interfere in any way with the performance of services under this Agreement, Retiree shall notify the Mayor of the conflict in advance of, and shall refrain from participating in, any action to be taken by the City on such matter.

7. General Provisions.

7.1 Recitals. The recitals, inclusive of all facts and representations, are incorporated into this Agreement as if set forth in the Operative Provisions.

7.2 Notices. All notices, requests, demands and other communications under this Agreement shall be in writing and shall be effective upon delivery by hand or three (3) business days after deposit in the United States mail, postage prepaid, certified or registered, and addressed to City at the address below, and or at the last known address maintained in Retiree’s personnel file. Retiree agrees to notify City in writing of any change in her address during his employment with City. Notice of change of address shall be effective only when accomplished in accordance with this Section.

To City:

City of Santa Ana
Attention: Mayor
20 Civic Center Plaza, M-30
P.O. Box 1988
Santa Ana, California 92702
With a Copy to:

City of Santa Ana
Attention: City Attorney
20 Civic Center Plaza, M-29
P.O. Box 1988
Santa Ana, California 92702
To Retiree:

Mr. Thomas R. Hatch
[Address on file]
City Council 34 – 11 11/21/2023
Interim City Manager Agreement
6 7.3 Indemnification. Subject to, in accordance with, and to the extent provided by the California Government Claims Act [Government Code Section 810 et seq.], City will indemnify, defend, and hold Retiree harmless from and against any action, demand, suit, monetary judgment or other legal or administrative proceeding, and any liability, injury, loss or other damages, arising out of any act or omission occurring during Retiree’s tenure as Interim City Manager, except that this provision shall not apply with respect to any intentional tort or crime committed by Retiree, or any actions outside the course and scope of his employment as Interim City Manager. City shall obtain and keep in full force and effect liability insurance, or risk pool coverage, including errors and omissions coverage on a “per occurrence” basis, in sufficient amounts to ensure fulfillment of this hold harmless and indemnification clause.

7.4 Bonding. City shall bear the full cost of any fidelity or other bonds required of the Interim City Manager under any law or ordinance.

7.5 Integration. This Agreement is intended to be the final, complete, and exclusive statement of the terms of Retiree’s employment by City. This Agreement supersedes all other prior and contemporaneous agreements and statements, whether written or oral, express or implied, pertaining in any manner to the employment of Retiree, and it may not be contradicted by evidence of any prior or contemporaneous statements or agreements. To the extent that the practices, policies, or procedures of City, now or in the future, apply to Retiree and are inconsistent with the terms of this Agreement, the provisions of this Agreement shall control.

7.6 Amendments. This Agreement may not be amended except in a written document signed by Retiree, approved by the City Council and signed by the City’s Mayor.

7.7 Waiver. Failure to exercise any right under this Agreement shall not constitute a waiver of such right.

7.8 Assignment. Retiree shall not assign any rights or obligations under this Agreement. City may, upon prior written notice to Retiree, assign its rights and obligations hereunder.

7.9 Severability. If a court or arbitrator holds any provision of this Agreement to be invalid, unenforceable, or void, the remainder of this Agreement shall remain in full force and effect.

7.10 Attorneys’ Fees. In any legal action, arbitration, or other proceeding brought to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to recover reasonable attorneys’ fees and costs.

7.11 Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the State of California, with venue proper only in Orange County, State of California.

7.12 Interpretation. This Agreement shall be construed as a whole, according to its fair meaning, and not in favor of or against any party. By way of example and not in limitation, this Agreement shall not be construed in favor of the party receiving a benefit nor against the party City Council 34 – 12 11/21/2023
Interim City Manager Agreement
7 responsible for any particular language in this Agreement. Captions are used for reference purposes only and should be ignored in the interpretation of the Agreement. This Agreement may be altered, amended or modified only by an instrument in writing, executed by the Parties to this Agreement and by no other means. Each party waives their future right to claim, contest or assert that this Agreement was modified, cancelled superseded or changed by any oral agreement, course of conduct, waiver or estoppel.

7.13 Acknowledgment. Retiree acknowledges that he has had the opportunity to consult legal counsel in regard to this Agreement, that he has read and understands this Agreement, that he is fully aware of its legal effect, and that he has entered into it freely and voluntarily and based on his own judgment and not on any representations or promises other than those contained in this Agreement.

IN WITNESS WHEREOF, City has caused this Agreement to be signed and executed on its behalf by its Mayor and duly attested to by its City Clerk, and Retiree has signed and executed this Agreement, as of the date first indicated above.

RETIREE: CITY OF SANTA ANA
________________________ _________________________
THOMAS R. HATCH VALERIE AMEZCUA
Mayor
APPROVED AS TO FORM: ATTEST:
_______________________ _________________________
SONIA R. CARVALHO JENNIFER L. HALL
City Attorney City Clerk for
City Council 34 – 13 11/21/2023
City Manager’s Office
www.santa-ana.org/city-managers-office
Item # 35
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
November 21, 2023
TOPIC: Compensation for Members of City Boards and Commissions

AGENDA TITLE
Ordinance Amending Section 2-325 of the Santa Ana Municipal Code to Provide that Compensation for City Boards and Commissions Shall be Set by Resolution of the City Council

RECOMMENDED ACTION
Approve the first reading of an ordinance amending Section 2-325 the Santa Ana Municipal Code to provide that compensation for City Boards and Commissions shall be set by resolution of the City Council.

ORDINANCE NO. NS-XXXX entitled AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANTA ANA AMENDING SECTION 2-325

OF THE SANTA ANA MUNICIPAL CODE TO PROVIDE THAT

COMPENSATION FOR CITY BOARDS AND COMMISSIONS SHALL BE

SET BY RESOLUTION OF THE CITY COUNCIL
GOVERNMENT CODE §84308 APPLIES: No

DISCUSSION
Some local governments, like the City of Santa Ana, have boards and commissions.

Boards and commissions are advisory groups that study specific policy areas and report to the City Council about the work they do when they meet together. This helps the City Council deliberate on common municipal issues that affect the city. The City has 10 boards/commissions/committees. To increase flexibility, respond to economic conditions, and centralize the compensation provisions relating to City boards and commissions into one single policy document, staff recommends that the Santa Ana Municipal Code be amended to provide for setting compensation for City Boards and Commissions by City Council resolution. Here is an overview of each.

Arts and Culture Commission
The Arts and Culture Commission advocates for arts education, cultural diversity, and City Council 35 – 1 11/21/2023
Compensation for Members of City Boards and Commissions November 21, 2023

Page 2 ends

other initiatives that further the growth and sustainability of the arts and culture in Santa Ana.

Community Development Commission
The Community Development Commission assists in soliciting resident participation related to community development initiatives, programs and uses of Housing and Urban Development funds throughout the City.

Environmental and Transportation Advisory Commission
The Environmental and Transportation Advisory Commission reviews and provides recommendations with regard to the removal, planting, replanting, or disposition of public trees.

Historic Resources Commission
The Historic Resources Commission provides recommendations regarding places of historical architectural significance in order to rehabilitate and preserve historic heritage.

Parks and Recreation Commission
The Parks and Recreation Commission advises in matters pertaining to the acquisition, capital improvements, rehabilitation, and maintenance of parks and recreational, cultural, zoo, and other facilities.

Personnel Board
The Personnel Board hears appeals related to the disciplinary suspension, demotion, or dismissal of any officer or employee having permanent status in the civil service.

Planning Commission
The Planning Commission serves as an advisory body on matters related to zoning and the General Plan.

Police Oversight Commission
The Police Oversight Commission acts through the Independent Oversight Director to provide the Chief of Police, City Manager, and City Council independent investigations, analysis, and recommendations on police practices, police misconduct, officer-involved shootings, and other serious uses of force to improve transparency, increase accountability, and improve positive police-community relations.

Rental Housing Board
The Rental Housing Board conducts hearings on petitions, applications, and appeals of hearings determined by a hearing officer submitted by landlords or tenants, promulgates and implements policies and procedures for the administration and enforcement of the Rent Stabilization and Just Cause Eviction Ordinance, makes such studies, surveys, and investigations, conducts such hearings, and obtains such information as is necessary to carry out its powers and duties, and reviews and assesses yearly that City Council 35 – 2 11/21/2023
Compensation for Members of City Boards and Commissions November 21, 2023

Page 3 ends

sufficient number of staff are employed, including a program administrator, hearing officers, housing counselors, and legal staff, as may be necessary to perform its function efficiently in order to fulfill the purpose of Article XIX of the Santa Ana Municipal Code.

Youth Commission
The Youth Commission acts in an advisory capacity and recommends programs that stimulate a prosperous environment for the youth of Santa Ana.

Measure X Citizen Oversight Committee
On November 6, 2018, the voters of the City of Santa Ana approved Measure X (Santa Ana Neighborhood Safety, Homeless Prevention, and Essential City Services Enhancement Measure). Measure X is a regressive local sales tax measure that became effective April 1, 2019 and raises the City's sales tax by 1.5 percent for 10 years, until 2029, and reduces to 1 percent for an additional 10 years, until 2039.

Measure X requires that the City establish an oversight committee to review the revenues and expenditures associated with Measure X.

Unlike all other City boards and commissions, the resolution establishing the Measure X Citizen Oversight Committee provides that members do not receive compensation.

More information about City boards and commissions is available on our website:
www.santa-ana.org/boards-and-commissions.

Next Steps
For City Council consideration, staff has prepared an ordinance (Exhibit 1) amending the municipal code to provide that the compensation for City boards and commissions shall be set by City Council resolution. If approved, existing compensation amounts identified in Section 2-325 will be deleted and will instead be identified in a resolution to be considered by the City Council. In December 2023, staff intends to present to the City Council a resolution to set the new compensation amounts for City boards and commissions.

Notably, the cost of the change in compensation for City boards and commissions will be absorbed within existing departmental budgets.

FISCAL IMPACT
There is no fiscal impact associated with this action.

EXHIBIT(S)

1. Ordinance
Submitted By: Daniel Soto, Principal Management Analyst Approved By: Steven A. Mendoza, Acting City Manager
City Council 35 – 3 11/21/2023
Ordinance No. NS-XXXX

Page 1 of 4 ends

ORDINANCE NO. NS-XXX

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY
OF SANTA ANA AMENDING SECTION 2-325 OF THE

SANTA ANA MUNICIPAL CODE TO PROVIDE THAT

COMPENSATION FOR CITY BOARDS AND

COMMISSIONS SHALL BE SET BY RESOLUTION OF THE

CITY COUNCIL

THE CITY COUNCIL OF THE CITY OF SANTA ANA DOES ORDAIN AS FOLLOWS:

Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares that, in an effort to increase flexibility, respond to economic conditions, and centralize compensation for all City Boards and Commissions, the City Council desires to amend Santa Ana Municipal Code Sections 2-325 to provide that compensation for City Boards and Commissions shall be set by resolution of the City Council.

Section 2. The Santa Ana City Council hereby amends Section 2-325 of Article IV of Chapter 2 of the Santa Ana Municipal Code as follows (new language is underlined and deleted language is stricken):

Sec. 2-325. Compensation for members of boards, commissions.

1. The members of the following Compensation for City boards and commissions of the city shall receive the compensation as set forth herein be set by resolution of the city council.:
(a) Community development and housing commission. Fifty dollars ($50.00) per meeting, three (3) meetings maximum per month, plus twenty dollars ($20.00) per month automobile allowance. (b) Personnel board. Fifty dollars ($50.00) per meeting. (c) Planning commission. Fifty dollars ($50.00) per meeting, three (3) meetings maximum per month, plus fifty dollars ($50.00) per month automobile allowance.
(d) Historic resources commission. Fifty dollars ($50.00) per meeting, two (2) meetings maximum per month.

City Council 35 – 4 11/21/2023
Ordinance No. NS-XXXX

Page 2 of 4 ends

(e) Parks, recreation and community services commission. Fifty dollars ($50.00) per meeting, two (2) meetings maximum per month. (f) Environmental and transportation advisory commission. Fifty dollars ($50.00) per meeting, two (2) meetings maximum per month. (g) Youth commission. One (1) meeting per month, three (3) special meetings maximum per year with the compensation of fifty dollars ($50.00) per meeting.
(h) Arts and culture commission. Each commission member shall receive a maximum compensation in the amount of fifty dollars ($50.00) for attendance at one (1) regular meeting per month. (i) Police oversight commission. Each commissioner shall receive fifty dollars ($50.00) per meeting with no more than four (4) compensated meetings per month.

2. The members of the appointive boards and commissions may receive reimbursement for necessary traveling and other expenses when on official duty of the city when such expenditure has been appropriated by the city council and authorized by the board or commission and subject to rules and regulations prescribed by ordinance, resolution, or order of the city council.

Section 3. If any section, subsection, sentence, clause, phrase or portion of this ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this ordinance. The City Council of the City of Santa Ana hereby declares that it would have adopted this ordinance and each section, subsection, sentence, clause, phrase or portion thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases, or portions be declared invalid or unconstitutional.

Section 4. This ordinance shall become effective thirty (30) days after its adoption.

City Council 35 – 5 11/21/2023
Ordinance No. NS-XXXX

Page 3 of 4 ends

Section 5. The Clerk of the Council shall certify the adoption of this ordinance and shall cause the same to be published as required by law.

ADOPTED this _______ day of November, 2023.
_______________________
Valerie Amezcua
Mayor
APPROVED AS TO FORM:

Sonia R. Carvalho, City Attorney
By:________________________
Laura A. Rossini
Chief Assistant City Attorney
AYES: Councilmembers _________________________________
NOES: Councilmembers __________________________________ ABSTAIN: Councilmembers __________________________________ NOT PRESENT: Councilmembers __________________________________

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, Jennifer L. Hall, City Clerk, do hereby attest to and certify that the attached Ordinance No. NS-XXX to be the original ordinance adopted by the City Council of the City of Santa Ana on ____________, 2023 and that said ordinance was published in accordance with the Charter of the City of Santa Ana.

Date: ________________ ____________________________________ Jennifer L. Hall
City Clerk

City Council 35 – 6 11/21/2023
City Clerk’s Office
www.santa-ana.org/city-clerks-office
Item # 36
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
November 21, 2023
TOPIC: Orange County Mosquito and Vector Control District Member Appointment

AGENDA TITLE
Nominate and Appoint a Representative to Serve on the Orange County Mosquito and Vector Control Board of Trustees to Serve Either a Two-Year or a Four-Year Term

RECOMMENDED ACTION
Nominate and appoint a representative to serve on the Orange County Mosquito and Vector Control Board to Serve Either a Two-Year or Four-Year Term, Effective January 1, 2024
GOVERNMENT CODE §84308 APPLIES: No

DISCUSSION
The Mayor and City Council represent the City’s interests in regional issues by serving on a number of regional boards that make public policy decisions, including in the area of vector control through the Orange County Mosquito and Vector Control District (“OCMVCD”) Board of Trustees. On October 4, 2022, City Council appointed former Councilmember Nelida Mendoza to complete an unexpired term on the OCMVCD Board due to the resignation of the previous representative, resident Cecilia Aguinaga. Ms. Mendoza’s term expires on January 1, 2024. The OCMVCD Board has requested that the City Council consider reappointing Ms. Mendoza or appointing a new representative for the City on the OCMVCD Board, It is the City Council’s discretion to determine if the appointee will serve a two- or four-year term, from which the representative may only be removed for cause.

The mission of the Orange County Mosquito and Vector Control District is to educate and protect Orange County from vectors and prevent vector-borne diseases in an environmentally responsible manner. The District is composed of a 35-member Board of Trustees, consisting of one member from each Orange County city and one member from the county at large. The Board of Trustees is responsible for the overall governance of the District, including setting District policy, approving the annual budget, establishing strategic goals and objectives, and being an advocate for the District.

City Council 36 – 1 11/21/2023
Orange County Mosquito and Vector Control District Member Appointment November 21, 2023

Page 2 ends

Additional information on the OCMVCD can be found on their website:
www.ocvector.org.

The City’s representative must be a registered voter and resident of Santa Ana pursuant to California Health and Safety Code Section 2202(b). The representative may be a member of the City Council or a resident of the city. The term of office will commence at 12:00 P.M. on January 1, 2024. The Board of Trustess meets at 3:00 P.M. on the third Thursday of every month at the Orange County Mosquito and Vector Control District headquarters located at 13001 Garden Grove Blvd., Garden Grove, CA 92843.

Board members receive compensation of $100 per regular Board meeting.

The City has complied with FPPC Regulation 18702.5, which requires posting those certain paid positions in which members have self-appointment authority. As such, the City Council may vote on this appointment.

FISCAL IMPACT
There is no fiscal impact associated with this action.

EXHIBIT(S)

1. Regional Board Description

2. OCMVCD Letter
Submitted By: Jennifer L. Hall, City Clerk
Approved By: Steven A. Mendoza, Acting City Manager
City Council 36 – 2 11/21/2023

REGIONAL BOARDS/AGENCIES DESCRIPTIONS

Page 1 of 1 ends

REV. 11/21/2023

ORANGE COUNTY MOSQUITO AND VECTOR CONTROL DISTRICT (OCMVCD) The Orange County Mosquito and Vector Control Board is an independent special district dedicated to controlling rats, mosquitoes, and other disease carrying and public health pests. Activities also include surveillance of vectors and vector-borne diseases, public education services, identification of public health pests, and specific powers as outlined in the California Health and Safety Code. Each Trustee is appointed by the city they represent to serve a two or four-year term, and may only be removed for cause.

Membership: Council Member or resident
Compensation: $100/per meeting (in lieu of expenses)
Term Limits: None; member serves a two or four year term, at discretion of Council
Meeting Location: Orange County Mosquito and Vector Control District Headquarters, 13001 Garden Grove Blvd, Garden Grove, CA 92843
Meeting Date/Time: 3
rd Thursday of each month at 4:00 P.M.

Alternate: None
City Council 36 – 3 11/21/2023
City Council 36 – 4 11/21/2023
Planning and Building Agency
www.santa-ana.org/planning-and-building
Item # 37
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
November 21, 2023
TOPIC: Anchor Stone Christian Church: 2938 South Daimler Street

AGENDA TITLE
Appeal No. 2023-07 Appealing Planning Commission Denial of CUP No. 2023-18 for Anchor Stone Christian Church to Allow a Proposed Assembly Use at 2938 South Daimler Street
Legal notice published in the OC Reporter on November 8, 2023 and notices mailed on November 9, 2023.

RECOMMENDED ACTION
Adopt a resolution denying Appeal Application No. 2023-07 and upholding the determination of the Planning Commission to deny Conditional Use Permit No. 2023-18.

RESOLUTION NO. 2023-XXX entitled A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA DENYING APPEAL NO. 2023-07 AND UPHOLDING THE

DETERMINATION OF THE PLANNING COMMISSION TO DENY CONDITIONAL USE PERMIT NO. 2023-18 TO ALLOW AN ASSEMBLY USE TO OPERATE AT 2938 SOUTH

DAIMLER STREET
GOVERNMENT CODE §84308 APPLIES: Yes

Due to the inability to satisfy all five findings of fact required by the SAMC, among which includes the subject property’s General Plan land use designation of Industrial/FlexMedium (Flex-3) that does not allow community assembly uses such as the subject City Council 37 – 1 11/21/2023
Anchor Stone Christian Church: 2938 S. Daimler Street
November 21, 2023

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church, City staff is unable to make the findings supporting the approval of the application.

Planning Commission Action & Background
At its regular meeting on September 11, 2023, the Planning Commission received a report and staff presentation, as well as public comments, on the subject CUP application. Following staff’s presentation, the Planning Commission took comments from the public, including the applicant’s legal counsel, on the proposed project. The Commission voted 6:1 (Ayes: Commissioners Benninger, Escamilla, Leo, Oliva, Pham, and Woo; Noes: Ramos) to adopt a resolution denying CUP No. 2023-18.

On September 14, 2023, appellant Anchor Stone Christian Church (Applicant) filed Appeal No. 2023-07, pertaining to the Planning Commission’s denial of CUP No. 2023-

18. Pursuant to SAMC Section 41-645, the City Council is authorized to review appeals of Planning Commission decisions and may, after holding a public hearing, affirm, reverse, change, or modify the original decision, and may make any additional determination it shall consider appropriate within the limitations imposed by the SAMC.

DISCUSSION
Project Description
The proposed church is located within a 5.43-acre site that contains an office complex with 18 buildings. The site is generally bounded by Deere Avenue to the east, Garry Avenue to the south, Pullman Street to the west, and Daimler Street to the north. The church is proposing to occupy a 3,843 square-foot unit that is part of an existing 8,250- square-foot building. The project proposes to occupy the aforementioned unit for worship services, religious education, and video production. Additionally, the project proposes to have summer bible school during one week of the summer. The proposed floorplan includes the lobby, social hall, auditorium, restrooms, meeting rooms, nursery to be used during worship services, and storage rooms. Proposed hours of operation would be Monday to Friday from 9:00 a.m. to 5:00 p.m. and Saturday from 10:00 a.m. to 7:00 p.m.; church services will be Sunday from 9:00 a.m. to 4:00 p.m.

Interior tenant improvements include demolition of nonbearing walls and construction of new interior partitions, construction of a stage for an auditorium, upgrades to the electrical wiring, new plumbing fixtures, new mechanical equipment, and fire sprinklers.

There are no exterior changes proposed with the project.

Table 1: Project Location and Information
Item Information
Project Address & Council Ward 2938 South Daimler Street (Ward 4) Nearest Intersection Daimler Street & Garry Avenue
General Plan Designation Industrial/Flex-Medium (Flex-3) Zoning Designation Professional (P)
Surrounding Land Uses North Professional offices
East Professional offices
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Item Information
South Professional offices
West Professional offices
Property Size The entire office building complex is 5.43 acres, and the unit is 3,843 square feet.

Existing Site Development The site is developed with an 18-building office complex.

Use Permissions Allowed with approval of a CUP
Zoning Code Sections Affected Development Standards Section 41-314 – 41-319 Uses Section 41-313.5 (n)
Table 1: Development Standards
Standards Required by SAMC Provided
Building Height Maximum 35 Feet Complies; 25 Feet
Minimum 15 Feet (Front) Complies; 81 Feet
Minimum 5 Feet (Side Interior) Complies; 200 Feet
Setbacks
Minimum 10 Feet (Rear) Complies; Over 200 Feet
Parking 1 space per 50 SF of floor area
without fixed seats (The
number of parking spaces
required for the church is 77
and the total number of parking
spaces required for all onsite
uses is 505)
Complies with SAMC
requirements (The total number
of parking spaces available on
site is 560. However, the
application materials provided by
the applicant indicate that there
are 34 parking spaces available
due to lease restrictions).

Project Background
The project site was developed in 1978 with the existing office complex that encompasses 18 office buildings, on-site landscaping, and surface parking with a ratio of 3.8 parking spaces per 1,000 square feet of office space. The existing building is comprised of two units (2938 and 2932 South Daimler Street). The immediately adjacent unit at 2932 South Daimler Street is currently occupied by an office use. In May of 2023, Anchor Stone Christian Church applied for a certificate of occupancy for an administrative office space only, which is a use allowed by right in the P zoning district.

Anchor Stone Christian Church currently operates at a separate location in the City of Irvine. On January 23, 2023, the applicant submitted a development project application to the City of Santa Ana for the change of use from office to a church. During the Development Review Project (DP) process, the Development Review Committee (DRC) identified that the proposed use was not consistent with the Industrial/Flex-Medium (Flex-3) General Plan land use designation.

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Subsequently, additional meetings were held between staff and the applicant so that the applicant could learn more about the site’s General Plan land use designation. On May 2, 2023, the applicant indicated intent to proceed with the subject application. The applicant subsequently submitted the CUP application on July 24, 2023.

Analysis of Appeal
Pursuant to Section 41-645 of the SAMC an appeal from a decision of the Planning Commission can be made by an interested party, individual, or group. An appeal application was received by Anchor Stone Christian Church appealing the Planning Commission’s decision to deny CUP No. 2023-18.

The appellant is requesting that the City Council overturn the Planning Commission’s decision and approve CUP No. 2023-18 based on five factors. These include concerns related to the General Plan consistency and statements regarding Federal law violations.

The Planning Commission agenda packet prepared for the project contains all necessary information for the Planning Commission to evaluate the applicant’s request and is provided as Exhibit 2 to this report. A copy of the submitted appeal application is provided as Exhibit 3, and a detailed analysis of and response to the five claims made in Appeal No. 2023-07 is provided as Exhibit 4.

Planning Commission Determination Supporting Denial
CUP requests are governed by Section 41-638 of the SAMC. CUPs may be granted when it can be shown that the proposed project will not adversely impact the community and General Plan. If these findings can be made, then it is appropriate to grant the CUP. Conversely, the inability to make one or more of the requisite findings results in a denial.

The proposed church, Anchor Stone Christian Church, currently operates in the City of Irvine. The applicant’s request would allow the church to expand to the City of Santa Ana. The church would occupy a 3,843 square-foot tenant space previously occupied by an office use. The project site is located within an integrated professional office complex that is approximately 0.54 miles (2,851 feet) from the nearest sensitive land use.

SAMC Section 41-638(a)(1) requires that all five of the specified findings of fact contained therein are satisfied before the Planning Commission may grant approval of a CUP, one of which is evaluating if the project will adversely affect the General Plan. The subject site’s General Plan land use designation is Flex-3, which allows office/industrial flex spaces, research and development, and manufacturing corporate headquarters/campuses, and does not permit community assembly uses (e.g., churches) as a permissible use.

City Council 37 – 4 11/21/2023
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Background on the General Plan
The General Plan Update (GPU) was adopted in April 2022 after a seven-year effort of extensive community participation. In the pursuit of updating the General Plan, a comprehensive and inclusive approach involving numerous engagement efforts and interactions with the community was taken. The initiative began with over 60 community meetings and workshops, where residents, business leaders, and community stakeholders provided perspectives for the future vision of the community, including its land use plan in the Land Use Element. Individual community workshops were organized for the Five Focus areas identified, attracting the participation of hundreds of individuals.

In addition, an online survey was circulated and received over 650 individual responses collecting input for the General Plan. The outreach effort also involved sending approximately 44,000 direct mailers to property owners and tenants in the Focus Areas, multilingual videos, and a dedicated webpage, providing ongoing updates on the process, related documents, and resources on Environmental Justice. Furthermore, engagement with the Planning Commission and City Council involved multiple study sessions and one-on-one meetings providing in-depth discussions and insights facilitating discussions at the municipal level and allowing for an informed and inclusive decision-making throughout the GPU process.

These engagement efforts resulted in the crafting of the land use plan within the Land Use Element that reflects the community’s visions for Santa Ana’s growth and development citywide. The updated Land Use Element of the General Plan reflects and sets the community’s land use and development policies and a vision for future development of the City. When considering projects of a discretionary nature, such as a CUP required for the proposed use, consistency with the General Plan must be established in order to satisfy the finding of fact that proposed uses will not have an adverse effect on the General Plan.

General Plan Land Use Designation
In reviewing the proposed discretionary approval request, staff evaluates the project against the five findings of fact codified in SAMC Section 41-638(a)(1), including consistency with the General Plan. Requiring consistency of a CUP with a local jurisdiction’s general plan is well established by California case law. The California Supreme Court and Court of Appeal have consistently found that the discretionary approval of a CUP must be consistent with a general plan (Neighborhood Action Group v. County of Calaveras, 156 Cal. App. 3d 1176, 1185 (1984)), and that the general plan is atop the hierarchy of local government land use law, acting as a constitution for all future developments. (DeVita v. Cty. of Napa, 9 Cal. 4th 763, 773 (1995); citing Neighborhood Action Group, 156 Cal.App.3d at 1183.).

The General Plan Land Use Element land use designation describes the site’s Flex-3 and allowable uses are as follows:

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The Industrial/Flex designation is intended to provide context-appropriate development in areas with existing industrial uses. When adjacent to existing residential neighborhoods, this designation can provide a buffer between homes and traditional industrial uses. When adjacent to urbanscale mixed-use development, this designation is more free to emphasize significant employment opportunities.

Industrial/Flex allows for clean industrial uses that do not produce significant air pollutants, noise, or other nuisances typically associated with industrial uses, including office-industrial flex spaces, small-scale clean manufacturing, research and development and multilevel corporate offices, commercial retail, artist galleries, craft maker spaces, and livework units1 . Adaptive reuse of buildings to accommodate live-work units is encouraged. Standalone residential is not permitted. Building form and height should reflect the existing context and, if inside a Focus Area, communicate the envisioned character for the area.

Based on the land use designation and development policies and allowable uses within the Flex-3 designation, the subject site is not suitable for the operation of community assembly, nor does it list community assembly-type uses as permissible under the land use designation. Conversely, land use designations such as General Commercial (GC) and its accompanying zoning districts allow for “retail and service establishments; recreational, cultural, and entertainment uses; business and professional offices; and vocational schools,” among which “recreational, cultural, and entertainment uses” provide for community assembly such as religious facilities.

General Plan Focus Area Designation
In addition, the subject site is part of one of the five Focus Areas adopted by the General Plan also known as 55 Freeway and Dyer Road Focus Area. The various land use designations within each Focus Area work together to ensure consistency and diversity of land uses achieving development policies to balance developing goals and land use consistencies within the City. The five Focus Areas were identified by the General Plan Advisory Committee and refined through a seven-year community engagement process as the areas of the City most suitable for new development. The five Focus Areas are geographically distributed throughout the City, and each allows the City to meet its diverse needs. The purpose and intent, specific objectives, and custom land uses for each focus area were defined to facilitate new types of urban development and further embody the City’s core values.

The General Plan Land Use Element describes the purpose and intent of the 55 Freeway and Dyer Road Focus Area as follows:
1 Table LU-A-1 in the Santa Ana General Plan Land Use Element does not permit live-work units in the Flex-3 designation within the 55 Freeway and Dyer Road Focus Area City Council 37 – 7 11/21/2023
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The intent is to create opportunities for a truly urban lifestyle with easy access to Downtown Santa Ana, multiple transit options, and the new investments and amenities in adjacent communities.

The 55 Freeway and Dyer Road Focus Area contains three General Plan land use designations at four intensities. Among these is the Flex-3 designation, which provides for the following land uses: “Office/industrial flex spaces, [research and development facilities], clean manufacturing, corporate headquarters and campuses. Live-work units are not permitted.” The subject Focus Area contains various portions north of the project site, near the interchange of the 55 Freeway and Dyer Road, that are designated GC.

This GC land use designation would allow for findings to be made that the subject CUP application does not adversely affect the General Plan, while the subject site’s Flex-3 designation would render the Planning Commission unable to make this required consistency finding.

General Plan Goals and Policies
The subject project will not be consistent with the goals and policies of the General Plan, including those from the Land Use Element (LU) and the Economic Prosperity Element (EP). An analysis of these inconsistencies is provided in Table 3 below.

Table 3: Project Location and Information
General Plan Goal or Policy Analysis
LU-1.1, which encourages
compatibility between land uses to
enhance livability and promote healthy
lifestyles.

The introduction of a community assembly use and a Bible school to the existing office complex will generate noise, traffic and queuing, solid waste generation and circulation. Moreover, it will introduce assembly uses with youth services in close proximity to existing industrial uses in the area, counter to this General Plan policy.

Additionally, the Flex-3 land use designation allows future developments with clean industrial and office uses in accordance with Table LU-A-2, which specifies interim industrial flex uses.

Community assembly such as churches is not permitted.

Irreconcilable land use conflicts between a sensitive receptor such as the proposed church and its school operations will be generated if the subject application were approved with future industrial uses taking place in the land use designation of the Focus Area. The purpose of the land use plan of the Land Use Element is to prevent these irreconcilable land use conflicts from occurring in the future between sensitive receptors and surrounding industrial uses.

Lastly, the Flex-3 land use designation allows primarily office, industrial, clean manufacturing, research and development, and City Council 37 – 8 11/21/2023
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General Plan Goal or Policy Analysis
similarly-natured industrial/production-oriented land uses and does not allow community assembly such as churches. This land use principle of preventing inconsistent land uses from locating in the same areas is currently codified in the City’s Light and Heavy industrial (M1 and M2) zoning districts. The Flex-3 General Plan use designation points to the M1 land uses in Table LU-A-2 as examples of clean industrial uses commensurate with the General Plan land use designation, reaffirming this principle of not locating sensitive receptors such as community assembly uses within or in proximity to industrial areas of the City.

LU-4.1, which supports complete
neighborhoods by encouraging a mix
of complimentary uses, community
services, and people places within a
walkable area.

The site is surrounded by professional and industrial uses, and the nearest residential community is approximately 0.3 miles away. As such, the introduction of a religious institution in this site would not be compatible with the surrounded uses and will not encourage development of place-making within a walkable area.

Moreover, as detailed above, the purpose of the land use plan of the Land Use Element is to prevent irreconcilable land use conflicts from occurring in the future between sensitive receptors and surrounding industrial uses. However, irreconcilable land use conflicts between a sensitive receptor such as the proposed church and its school operations will be generated if the subject application were approved with future industrial uses taking place in the land use designation of the Focus Area.

EP-1.9, which seeks to avoid potential
land use conflicts by prohibiting the
location of sensitive receptors and
noxious land uses in close proximity.

Establishing uses such as community assembly, coupled with youth services and Bible school, would introduce sensitive receptors into an area that is mostly comprised of industrial and office uses and that is intended to transition to industrial uses over time, through implementation of the General Plan.

The purpose of the land use plan in the Land Use Element is to prevent these land use conflicts from taking place through goals, policies, and zoning practices designed to create “a physical environment that encourages healthy lifestyles, a planning process that ensures that health impacts are considered, and a community that actively pursues policies and practices that improve the health of our residents,” as listed as an adopted Core Value of the Land Use Element. Approval of the subject
application would be contrary to the Land Use Element and this adopted Core Value.

EP-2.3, which encourages the
development of mutually beneficial
and complementary business clusters
within the community.

As promulgated by the adopted General Plan Land Use Element, introducing community assembly does not support the
development of mutually beneficial and complementary business clusters at the subject site. To the contrary, it will create irreconcilable conflicts by introducing a sensitive receptor within an area that is presently and continuing to transition to industrial uses. Approval of the requested application would lead to present and future land use conflicts stemming from noise, traffic, vibrations, queuing, solid waste generation, and circulation.

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General Plan Goal or Policy Analysis
Moreover, community assembly uses are not listed as
permissible within the subject site’s General Plan land use designation, as the use is not considered among those that foster development of mutually beneficial and complementary business clusters within the community. The land use would be
incompatible with surrounding uses and approval of the CUP would be contrary to the General Plan.

Public Notification and Community Outreach
Public notifications were posted, published, and mailed in accordance with City and State regulations. There are no established Neighborhood Associations in the vicinity as the property is surrounded by industrial and commercial uses within the 1,000-foot radius. At the time this report was printed, no issues of concern were raised regarding the proposed CUP.

ENVIRONMENTAL IMPACT
Denial of Appeal No. 2023-07 would result in upholding the Planning Commission’s September 11, 2023, denial of the requested entitlement, thereby resulting in no project.

Therefore, there is no environmental impact associated with this action.

FISCAL IMPACT
There is no fiscal impact associated with this action.

EXHIBIT(S)

1. Resolution

2. Planning Commission Agenda Packet with Public Comments

3. Appeal Application

4. City Response to Appeal Application
Submitted By: Minh Thai, Executive Director of Planning and Building Agency Approved By: Steven A. Mendoza, Acting City Manager
City Council 37 – 10 11/21/2023
Resolution No. 2023-XX

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RESOLUTION NO. 2023-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
SANTA ANA DENYING APPEAL NO. 2023-07 AND

UPHOLDING THE DETERMINATION OF THE PLANNING
COMMISSION TO DENY CONDITIONAL USE PERMIT NO.
2023-18 TO ALLOW AN ASSEMBLY USE TO OPERATE AT
2938 SOUTH DAIMLER STREET

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS:

Section 1. The City Council of the City of Santa Ana hereby finds, determines, and declares as follows:

A. Property Owner Anchor Stone Christian Church (Applicant) is requesting approval of Conditional Use Permit (CUP) No. 2023-18 to allow an assembly use to operate at an existing office space located at 2938 South Daimler Street.

B. Pursuant to Section 41-313.5(n) of the Santa Ana Municipal Code (SAMC), assembly uses such as churches located in the P zoning district require approval of a CUP.

C. Pursuant to SAMC Section 41-638(a)(1), the Planning Commission shall grant approval of a CUP only if all five of the specified findings of fact contained therein are satisfied.

D. On July 18, 2022, the Applicant acquired the site located at 2938 South Daimler Street, prior to contacting City of Santa Ana staff to ensure the proposed use would be allowed subject to General Plan land use consistency, zoning laws, and land use requirements.

E. The Applicant did not engage with the City regarding the permissibility of their proposed assembly use on the Property. It is a fundamental responsibility of any party seeking to establish a new use, to proactively seek clarity on the regulatory and zoning requirements from City staff. This proactive approach involves consulting with relevant municipal departments, understanding the jurisdiction’s General Plan and zoning ordinances, and ensuring alignment with the City's land use policies.

F. Alternative General Plan land use designations such as General Commercial (GC) and its accompanying zoning districts allow for retail and service establishments; recreational, cultural, and entertainment uses; business and professional offices; and vocational schools, among which recreational, cultural, and entertainment uses provide for community assembly such as religious facilities.

City Council 37 – 11 11/21/2023
Resolution No. 2023-XX

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G. The City's land use restrictions are applied uniformly to all general assembly uses.

H. As outlined herein and the Request for City Council Action (RFCA), it is evident that the Applicant’s proposed assembly use does not adhere to the principles and objectives laid out in the City’s General Plan.

I. On January 23, 2023, the Applicant submitted a development project application to the City for the change of use from office to an assembly use.

Following a thorough analyses during the Development Project Review (DP) process, the Development Review Committee (DRC) identified that the proposed use was not consistent, conflicts with, and negatively impacts the enjoyment and uses of the property within the Industrial/Flex-Medium (Flex-3) General Plan land use designation.

J. Based on the project’s General Plan inconsistency, staff is unable to recommend approval of the Applicant’s request due to the inability to satisfy all five findings of fact required by SAMC Section 41-638(a)(1), among which includes the subject property’s General Plan land use designation of Industrial/Flex-Medium (Flex-3) that does not allow community assembly uses such as the subject church.

K. Requiring consistency of a CUP with a local jurisdiction’s general plan is well established by California case law. The California Supreme Court and Court of Appeal have consistently found that the discretionary approval of a CUP must be consistent with a general plan (Neighborhood Action Group v. County of Calaveras, 156 Cal. App. 3d 1176, 1185 (1984)), and that the general plan is atop the hierarchy of local government land use law, acting as a constitution for all future developments. (DeVita v. Cty. of Napa, 9 Cal. 4th 763, 773 (1995); citing Neighborhood Action Group, 156 Cal.App.3d at 1183.) L. On February 21, 2023, staff and the Applicant met to discuss the project, during which staff informed the Applicant of the identified inconsistencies between the proposed use and the General Plan. As a result, the Applicant was given the option to withdraw the DP application or move forward with the CUP application without the supporting findings necessary in the approval of a CUP and denial recommendation.

M. On May 2, 2023, the Applicant indicated, as documented in the RFCA, intent to proceed with the CUP application knowing the proposed use did not have the requisite supporting finding necessary for the CUP approval.

N. On July 24, 2023, the Applicant submitted the CUP application proposing to convert an existing office space into a church.

O. On September 11, 2023, the Planning Commission held a duly noticed public hearing for Conditional Use Permit No. 2023-18. The Commission voted 6:1 (Ayes: Commissioners Benninger, Escamilla, Leo, Oliva, Pham, and Woo; City Council 37 – 12 11/21/2023
Resolution No. 2023-XX

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Noes: Ramos) to adopt a resolution denying CUP No. 2023-18.

P. On September 14, 2023, appellant Steven Lee with Anchor Stone Christian Church, filed Appeal No. 2023-07. Pursuant to SAMC Section 41-645, the City Council is authorized to review appeals of Planning Commission decisions ad may, after holding a public hearing, affirm, revers, change, modify the original decision and may make any additional determination it shall consider appropriate within the limitation imposed by Chapter 41 of the SAMC. To support the City’s recommendation to deny the appeal application and uphold the Planning Commission’s denial of CUP No. 2023-18, the City prepared a response to the comments contained within the appeal application, attached as Exhibit 4 to the Request for Council Action (RFCA) staff report, dated November 21, 2023.

Q. On November 21, 2023, the City Council held a duly noticed public hearing on Appeal No. 2023-07 for CUP No. 2023-18.

R. The City Council determines that the following findings, which must be established in order to grant CUP No. 2023-18 pursuant to SAMC Section 41- 638(a)(1), have not been established. Specifically, CUP Finding 5 of Section 41-638(a)(1)(v) that the proposed use will not adversely affect the general plan of the city or any specific plan applicable to the area of the proposed use. Therefore, the City Council affirms the Planning Commission’s denial of CUP-2023-18 finding:

1. That the proposed use will adversely affect the general plan of the city or any specific plan applicable to the area of the proposed use.

The subject site has a General Plan land use designation of Industrial/Flex-Medium (Flex-3), which is intended to provide context-appropriate development in areas with existing industrial uses. Industrial/Flex allows for clean industrial uses that do not produce significant air pollutants, noise, or other nuisances typically associated with industrial uses, including officeindustrial flex spaces, small-scale clean manufacturing, research and development and multilevel corporate offices, commercial retail, artist galleries, craft maker spaces, and live-work units.

Based on the land use designation, development policies and allowable uses within the Flex-3 designation, the subject site is not suitable for the operation of community assembly, nor does it list community assembly-type uses as permissible under the land use designation. Conversely, land use designations such as General Commercial (GC) and its accompanying zoning districts allow for “retail and service establishments; recreational, cultural, and entertainment uses; business and professional offices; and vocational schools,” among which “recreational, cultural, and entertainment uses” provide for community assembly such as religious facilities.

City Council 37 – 13 11/21/2023
Resolution No. 2023-XX

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In addition, the subject site is part of one of the five Focus Areas adopted by the General Plan also known as 55 Freeway and Dyer Road Focus Area. The various land use designations within each Focus Area work together to ensure consistency and diversity of land uses achieving development policies to balance developing goals and land use consistencies within the City. The five Focus Areas were identified by the General Plan Advisory Committee and refined through a seven-year community
engagement process as the areas of the City most suitable for new development. The five Focus Areas are geographically distributed throughout the City, and each allows the City to meet its diverse needs. The purpose and intent, specific objectives, and custom land uses for each focus area were defined to facilitate new types of urban development and further embody the City’s core values.

Furthermore, the 55 Freeway and Dyer Road Focus Area is intended to transition from an area that exclusively focused on professional office to an area that supports a range of commercial, and industrial/flex development. Moreover, the overall scale and experience of the focus area along the freeway and city boundary are intended to reflect an urban intensity and design, with inspiring building forms and public spaces. The industrial/flex land use designation is meant to promote largescale office-industrial flex spaces, multilevel corporate offices, and research and development in creative buildings and spaces.

Additionally, the subject project will not be consistent with the goals and policies of the General Plan, including those from the Land Use Element (LU) and the Economic Prosperity Element (EP). Specifically, policies 1.1 and 4.1 of the Land Use Element (LU) and policies 1.9 and 2.3 of the Economic Prosperity Element (EP).

Policy 1.1 of the LU encourages compatibility between land uses to enhance livability and promote healthy lifestyles. The introduction of a community assembly use and a Bible school to the existing office complex will generate noise, traffic and queuing, solid waste generation and circulation. Moreover, it will introduce assembly uses with youth services in close proximity to existing industrial uses in the area, counter to this General Plan policy. Additionally, the Flex-3 land use designation allows future developments with clean industrial and office uses in accordance with Table LU-A-2, which specifies interim industrial flex uses.

Community assembly such as churches is not permitted.

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industrial uses taking place in the land use designation of the Focus Area. The purpose of the land use plan of the Land Use Element is to prevent these irreconcilable land use conflicts from occurring in the future between sensitive receptors and surrounding industrial uses. In addition, the Flex-3 land use designation allows primarily office, industrial, clean
manufacturing, research and development, and similarly-natured industrial/production-oriented land uses and does not allow community assembly such as churches. This land use principle of preventing inconsistent land uses from locating in the same areas is currently codified in the City’s Light and Heavy industrial (M1 and M2) zoning districts. The Flex-3 General Plan use designation points to the M1 land uses in Table LU-A-2 as examples of clean industrial uses commensurate with the General Plan land use designation, reaffirming this principle of not locating sensitive receptors such as community assembly uses within or in proximity to industrial areas of the City.

Policy 4.1 of the LU supports complete neighborhoods by encouraging a mix of complimentary uses, community services, and people places within a walkable area. The site is surrounded by professional and industrial uses, and the nearest residential community is approximately 0.3 miles away. As such, the introduction of a religious institution in this site would not be compatible with the surrounded uses and will not encourage development of place-making within a walkable area. Moreover, as detailed above, the purpose of the land use plan of the Land Use Element is to prevent irreconcilable land use conflicts from occurring in the future between sensitive receptors and surrounding industrial uses. However, irreconcilable land use conflicts between a sensitive receptor such as the proposed church and its school operations will be generated if the CUP application were approved with future industrial uses taking place in the land use designation of the Focus Area.

Policy 1.9 of the EP seeks to avoid potential land use conflicts by prohibiting the location of sensitive receptors and noxious land uses in close proximity. Establishing uses such as community assembly, coupled with youth services and Bible school, would introduce sensitive receptors into an area that is mostly comprised of industrial and office uses and that is intended to transition to industrial uses over time, through implementation of the General Plan. The purpose of the land use plan in the Land Use Element is to prevent these land use conflicts from taking place through goals, policies, and zoning practices designed to create “a physical environment that encourages healthy
lifestyles, a planning process that ensures that health impacts are considered, and a community that actively pursues policies and City Council 37 – 15 11/21/2023
Resolution No. 2023-XX

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practices that improve the health of our residents,” as listed as an adopted Core Value of the Land Use Element. Approval of the CUP application would be contrary to the Land Use Element and this adopted Core Value.

Policy 2.5 of the EP encourages the development of mutually beneficial and complementary business clusters within the community. As promulgated by the adopted General Plan Land Use Element, introducing community assembly does not support the development of mutually beneficial and complementary business clusters at the subject site. To the contrary, it will create irreconcilable conflicts by introducing a sensitive receptor within an area that is presently and continuing to transition to industrial uses. Approval of the requested application would lead to present and future land use conflicts stemming from noise, traffic, vibrations, queuing, solid waste generation, and circulation.

Moreover, community assembly uses are not listed as
permissible within the subject site’s General Plan land use designation, as the use is not considered among those that foster development of mutually beneficial and complementary business clusters within the community. The land use would be
incompatible with surrounding uses and approval of the CUP would be contrary to the General Plan.

Section 2. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, this project is exempt from further review under Section 15061(b)(4) of the CEQA Guidelines, as the City Council has denied Appeal No. 2023-07, and affirm the determination of the Planning Commission to deny Conditional Use Permit No. 2023-18.

Section 3. The City Council of the City of Santa Ana, after conducting the public hearing, hereby denies Appeal No. 2023-07 and affirms the Planning Commission denial of CUP No. 2023-18 for the proposed assembly use at 2938 South Daimler Street. The denial shall prohibit the assembly use at the subject site but leaves in effect the permitted office uses, allowed by right under SAMC Section 41-313, subject to all applicable standards and regulations set forth in Chapter 41 of the Santa Ana Municipal Code. This decision is based upon the evidence submitted at the above-referenced hearing, including but not limited to: The Request for Planning Commission Action dated September 11, 2023, and exhibits attached thereto; the Request for City Council Action (RFCA) dated November 21, 2023 and exhibits attached thereto; and the public testimony, written and oral, all of which are incorporated herein by this reference.
[Signatures on the following page]
City Council 37 – 16 11/21/2023
Resolution No. 2023-XX

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ADOPTED this 21st day of November 2023, by the following vote:
_______________________
Valerie Amezcua
Mayor
APPROVED AS TO FORM:

Sonia R. Carvalho
City Attorney
By:________________________
Jose Montoya
Assistant City Attorney
AYES: Councilmembers _______________________________________ NOES: Councilmembers _______________________________________ ABSTAIN: Councilmembers _______________________________________ NOT PRESENT: Councilmembers _______________________________________ City Council 37 – 17 11/21/2023
Resolution No. 2023-XX

Page 8 of 8 ends

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, Jennifer L. Hall, City Clerk, do hereby attest to and certify the attached Resolution No. 2023-XX to be the original resolution adopted by the City Council of the City of Santa Ana on November 21, 2023.

Date:

City Clerk, City of Santa Ana
City Council 37 – 18 11/21/2023
Public Hearing: The Planning Commission decision on Conditional Use Permits, Variances, Tentative Tract and Parcel Maps, Minor Exceptions, Site Plan Review, and Public Convenience or Necessity Determinations are final unless appealed within 10 days of the decision by any interested party or group (refer to the Basic Meeting Information page for more information). The Planning Commission recommendation on Zoning and General Plan amendments, Development Agreements, Specific Developments, and Specific Plans will be forwarded to the City Council for final determination. Legal notice was published in the OC Reporter on August 28, 2023 and notices were mailed on said date.

1. CONDITIONAL USE PERMIT NO. 2023-18 FOR THE PROPERTY LOCATED AT 2938 SOUTH DAIMLER STREET LOCATED WITHIN THE PROFESSIONAL (P) ZONING DISTRICT.

Project Applicant: Steven Lee (Applicant) on behalf of Anchor Stone Christian Church (Property Owner).

Proposed Project: The applicant is requesting approval of Conditional Use Permit No. 2023-18 to allow a church to occupy the existing office building.

Environmental Impact: Pursuant to the California Environmental Quality Act (CEQA), there is no environmental impact associated with this action.

Recommended Action:

Adopt a resolution denying Conditional Use Permit No. 2023-18.

Minutes: Commission had questions for staff, and applicant’s attorney, and architect.

Applicant, Steven Lee, spoke in favor of the project.

Resident, Scott Yilshen, spoke in favor of the project.

Resident, Michael Ellman, spoke in favor of the project.

City Council 37 – 19 11/21/2023
Planning and Building Agency
Item # 1
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Planning Commission Staff Report
September 11, 2023
Topic: CUP No. 2023-18 – Anchor Stone Christian Church (2938 S. Daimler Street)

RECOMMENDED ACTION
Adopt a resolution denying Conditional Use Permit No. 2023-18.

EXECUTIVE SUMMARY
Steven Lee, representing Anchor Stone Christian Church (Applicant and Property Owner), is requesting approval of Conditional Use Permit (CUP) No. 2023-18 to allow the operation of a church located at 2938 South Daimler Street. The property is located within the Professional (P) zoning district and has a General Plan Land Use Designation of Industrial/Flex-Medium (Flex-3). Pursuant to Section 41-313.5(n) of the Santa Ana Municipal Code (SAMC), churches located in the P zoning district require approval of a CUP. Moreover, pursuant to SAMC Section 41-638(a)(1), the Planning Commission shall grant approval of a CUP only if all five of the specified findings of fact contained therein are satisfied. Due to the inability to satisfy all five findings of fact required by the SAMC, among which includes the subject property’s General Plan land use designation of Industrial/Flex-Medium (Flex-3) that does not allow community assembly uses such as the subject church, City staff is unable to make the findings supporting the approval of the application.

DISCUSSION
Project Description
The proposed church is located within a 5.43-acre site that contains an office complex with eighteen (18) buildings. The site is generally bounded by Deere Avenue to the east, Garry Avenue to the south, Pullman Street to the west, and Daimler Street to the north.

The church is proposing to occupy a 3,843 square-foot unit that is part of an existing 8,250-square-foot building. The project proposes to occupy aforementioned unit for worship services, religious education, and video production. Additionally, the project proposes to have summer bible school during one week of the summer. The proposed floorplan includes the lobby, social hall, auditorium, restrooms, meeting rooms, nursery to be used during worship services, and storage rooms. Proposed hours of operation would be Monday to Friday from 9:00 a.m. to 5:00 p.m. and Saturday from 10:00 a.m. to 7:00 p.m.; church services will be Sunday from 9:00 a.m. to 4:00 p.m.

Interior tenant improvements include demolition of nonbearing walls and construction of new interior partitions, construction of a stage for an auditorium, upgrades to the electrical 9/11/2023 Planning Commission 1 – 1
City Council 37 – 20 11/21/2023
CUP No. 2023-18 – Anchor Stone Christian Church (2938 S. Daimler Street) September 11, 2023

Page 2 ends

wiring, new plumbing fixtures, new mechanical equipment, and fire sprinklers. There are no exterior changes proposed with the project.

Table 1: Project Location and Information
Item Information
Project Address & Council Ward 2938 South Daimler Street (Ward 6) Nearest Intersection Daimler Street & Garry Avenue
General Plan Designation Industrial/Flex-Medium (Flex-3) Zoning Designation Professional (P)
Surrounding Land Uses North Professional offices
East Professional offices
South Professional offices
West Professional offices
Property Size The entire office building complex is 5.43 acres, and the unit is 3,843 square feet.

Existing Site Development The site is developed with an 18-building office complex.

Use Permissions Allowed with approval of a CUP
Zoning Code Sections Affected Development Standards Section 41-314 – 41-319 Uses Section 41-313.5 (n)
Table 2: Development Standards
Standards Required by SAMC Provided
Building Height Maximum 35 Feet Complies; 25 Feet
Setbacks Minimum 15 Feet (Front) Complies; 81 Feet
Minimum 5 Feet (Side Interior) Complies; 200 Feet
Minimum 10 Feet (Rear) Complies; Over 200 Feet
Parking 1 space per 50 SF of floor area
without fixed seats
Does not comply; 34 spaces
Project Background
The project site was developed in 1978 with the existing office complex that encompasses eighteen (18) office buildings, on-site landscaping, and surface parking with a ratio of 3.8 parking spaces per 1,000 square feet of office space. The existing building is comprised of two units (2938 and 2932 South Daimler Street). The immediately adjacent unit at 2932 South Daimler Street is currently occupied by an office use. In May of 2023, the church applied for a certificate of occupancy for administrative office space, which a use allowed by right in the P zoning district.

Anchor Stone Christian Church currently operates at a separate location in the City of Irvine. On January 23, 2023, the applicant submitted a development project application to the City for the change of use from office to a church. During the Development Review Project (DP) process, the Development Review Committee (DRC) identified that the proposed use was not consistent with the Industrial/Flex-Medium (Flex-3) General Plan land use designation.
9/11/2023
Planning Commission 1 – 2
City Council 37 – 21 11/21/2023
CUP No. 2023-18 – Anchor Stone Christian Church (2938 S. Daimler Street) September 11, 2023

Page 3 ends

On February 21, 2023, staff and the applicant met to discuss the project, during which staff informed the applicant of the identified inconsistencies between the proposed use and the General Plan. As a result, the applicant was provided the option to withdraw the DP application or move forward with the CUP application without the supporting findings necessary in the approval of a CUP and the resulting denial recommendation. Following additional meetings between staff and the applicant so that the applicant could learn more about the site’s General Plan land use designation, on May 2, 2023, the applicant indicated intent to proceed with the subject application. The applicant subsequently submitted the CUP application on July 24, 2023.

Project Analysis
CUP requests are governed by Section 41-638 of the SAMC. CUPs may be granted when it can be shown that the proposed project will not adversely impact the community and General Plan. If these findings can be made, then it is appropriate to grant the CUP.

Conversely, the inability to make these findings results in a denial.

The proposed church, Anchor Stone Christian Church currently operates in the City of Irvine. The applicant’s request would allow the church to expand to the City of Santa Ana.

The church would occupy a 3,843 square-foot tenant space previously occupied by an office use. The project site is located within an integrated professional office complex that is approximately 0.54 miles (2,851 feet) from the nearest sensitive land use.

SAMC Section 41-638(a)(1) requires that all five of the specified findings of fact contained therein are satisfied before the Planning Commission may grant approval of a CUP, one of which is evaluating if the project will adversely affect the General Plan. The subject site’s General Plan land use designation is Flex-3, which allows office/industrial flex spaces, research and development, and manufacturing corporate headquarters/campuses and does not permit community assembly uses such as churches as a permissible use.

In addition, an online survey was circulated and received over 650 individual responses collecting input for the General Plan. The outreach effort also involved sending approximately 44,000 direct mailers to property owners and tenants in the Focus Areas, multilingual videos, and a dedicated webpage, providing ongoing updates on the process, 9/11/2023
Planning Commission 1 – 3
City Council 37 – 22 11/21/2023
CUP No. 2023-18 – Anchor Stone Christian Church (2938 S. Daimler Street) September 11, 2023

Page 4 ends

related documents, and resources on Environmental Justice. Furthermore, engagement with the Planning Commission and City Council involved multiple study sessions and oneon-one meetings providing in-depth discussions and insights facilitating discussions at the municipal level and allowing for an informed and inclusive decision-making throughout the GPU process.

The General Plan Land Use Element land use designation describes the site’s Flex-3 and allowable uses are as follows:

Industrial/Flex allows for clean industrial uses that do not produce significant air pollutants, noise, or other nuisances typically associated with industrial uses, including office-industrial flex spaces, small-scale clean manufacturing, research and development and multilevel corporate offices, 9/11/2023
Planning Commission 1 – 4
City Council 37 – 23 11/21/2023
CUP No. 2023-18 – Anchor Stone Christian Church (2938 S. Daimler Street) September 11, 2023

Page 5 ends

commercial retail, artist galleries, craft maker spaces, and live-work units1.

Adaptive reuse of buildings to accommodate live-work units is encouraged.

Standalone residential is not permitted. Building form and height should reflect the existing context and, if inside a Focus Area, communicate the envisioned character for the area.

The General Plan Land Use Element describes the purpose and intent of the 55 Freeway and Dyer Road Focus Area as follows:

The 55 Freeway and Dyer Road Focus Area will transition from a portion of the city that is almost exclusively focused on professional office jobs to one that supports a range of commercial, and industrial/flex development. The intent is to create opportunities for a truly urban lifestyle with easy access to Downtown Santa Ana, multiple transit options, and the new investments and amenities in adjacent communities.

The 55 Freeway and Dyer Road Focus Area contains three General Plan land use designations at four intensities. Among these is the Flex-3 designation, which provides for the following land uses: “Office/industrial flex spaces, [research and development 1 Table LU-A-1 in the Santa Ana General Plan Land Use Element does not permit live-work units in the Flex-3 designation within the 55 Freeway and Dyer Road Focus Area 9/11/2023
Planning Commission 1 – 5
City Council 37 – 24 11/21/2023
CUP No. 2023-18 – Anchor Stone Christian Church (2938 S. Daimler Street) September 11, 2023

Page 6 ends

facilities], clean manufacturing, corporate headquarters and campuses. Live-work units are not permitted.” The subject Focus Area contains various portions north of the project site, near the interchange of the 55 Freeway and Dyer Road, that are designated GC.

Table 3: Project Location and Information
General Plan Goal or Policy Analysis
LU-1.1, which encourages
compatibility between land uses to
enhance livability and promote healthy
lifestyles.

Additionally, the Flex-3 land use designation allows future developments with clean industrial and office uses in accordance with Table LU-A-2, which specifies interim industrial flex uses.

Community assembly such as churches is not permitted.

Lastly, the Flex-3 land use designation allows primarily office, industrial, clean manufacturing, research and development, and similarly-natured industrial/production-oriented land uses and does not allow community assembly such as churches. This land use principle of preventing inconsistent land uses from locating in the same areas is currently codified in the City’s Light and Heavy industrial (M1 and M2) zoning districts. The Flex-3 General Plan use designation points to the M1 land uses in Table LU-A-2 as examples of clean industrial uses commensurate with the General Plan land use designation, reaffirming this principle of not locating sensitive receptors such as community assembly uses within or in proximity to industrial areas of the City. 9/11/2023
Planning Commission 1 – 6
City Council 37 – 25 11/21/2023
CUP No. 2023-18 – Anchor Stone Christian Church (2938 S. Daimler Street) September 11, 2023

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General Plan Goal or Policy Analysis
LU-4.1, which supports complete
neighborhoods by encouraging a mix
of complimentary uses, community
services, and people places within a
walkable area.

EP-1.9, which seeks to avoid potential
land use conflicts by prohibiting the
location of sensitive receptors and
noxious land uses in close proximity.

EP-2.3, which encourages the
development of mutually beneficial
and complementary business clusters
within the community.

Page 8 ends

Public Notification and Community Outreach
Public notifications were posted, published, and mailed in accordance with City and State regulations. Copies of the public notice, including a 1,000-foot notification radius map, and the site posting are provided in Exhibit 5. There are no established Neighborhood Associations in the vicinity as the property is surrounded by industrial and commercial uses within the 1,000-foot radius. At the time this report was printed, no issues of concern were raised regarding the proposed CUP.

ENVIRONMENTAL IMPACT
There is no environmental impact associated with this action.

FISCAL IMPACT
There is no fiscal impact associated with this action.

EXHIBIT(S)

1. Resolution

2. Vicinity Zoning and Aerial Map

3. Vicinity General Plan Land Use Designation Map

4. Full Project Plans

5. Copy of Public Notices
Submitted By:

Fernanda Arias, Assistant Planner I
Approved By:

Minh Thai, Executive Director of Planning and Building Agency, Planning and Building Agency
9/11/2023
Planning Commission 1 – 8
City Council 37 – 27 11/21/2023
Resolution No. 2023-XXX

Page 1 of 7 ends

RESOLUTION NO. 2023-XXX

A RESOLUTION OF THE PLANNING COMMISSION OF THE

CITY OF SANTA ANA DENYING CONDITIONAL USE PERMIT
NO. 2023-18 AS CONDITIONED TO ALLOW ANCHOR STONE
CHRISTIAN CHURCH TO OPERATE AT 2938 SOUTH

DAIMLER STREET

BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF SANTA ANA AS FOLLOWS:

Section 1. The Planning Commission of the City of Santa Ana hereby finds, determines, and declares as follows:

A. Property Owner Anchor Stone Christian Church (“Applicant”) is requesting approval of Conditional Use Permit (CUP) No. 2023-18 to allow a church to operate at an existing office space located at 2938 South Daimler Street.

B. Pursuant to Section 41-313.5(n) of the Santa Ana Municipal Code (SAMC), churches located in the P zoning district require approval of a CUP.

C. Pursuant to SAMC Section 41-638(a)(1), the Planning Commission shall grant approval of a CUP only if all five of the specified findings of fact contained therein are satisfied.

D. On January 23, 2023, the Applicant submitted a development project application to the City for the change of use from office to a church. Following a thorough analyses during the Development Project Review (DP) process, the Development Review Committee (DRC) identified that the proposed use was not consistent and furthered conflicts negatively impacting enjoyment and uses of the property within the Industrial/Flex-Medium (Flex-3) General Plan land use designation.

E. Based on the project’s General Plan inconsistency, staff is unable to recommend approval of the Applicant’s request due to the inability to satisfy all five findings of fact required by the SAMC, among which includes the subject property’s General Plan land use designation of Industrial/Flex-Medium (Flex3) that does not allow community assembly uses such as the subject church.

F. Requiring consistency of a CUP with a local jurisdiction’s general plan is well established by California case law. The California Supreme Court and Court of Appeal have consistently found that the discretionary approval of a CUP must be consistent with a general plan (Neighborhood Action Group v. County of Calaveras, 156 Cal. App. 3d 1176, 1185 (1984)), and that the general plan is atop the hierarchy of local government land use law, acting as a constitution for all future developments. (DeVita v. Cty. of Napa, 9 Cal. 4th 763, 773 (1995); citing Neighborhood Action Group, 156 Cal.App.3d at 1183.) 9/11/2023
Planning Commission 1 – 9
City Council 37 – 28 11/21/2023
Resolution No. 2023-XXX

Page 2 of 7 ends

G. On February 21, 2023, staff and the Applicant met to discuss the project, during which staff informed the Applicant of the identified inconsistencies between the proposed use and the General Plan. As a result, the Applicant was given the option to withdraw the DP application or move forward with the CUP application without the supporting findings necessary in the approval of a CUP and denial recommendation.

H. On May 2, 2023, the Applicant indicated intent to proceed with the CUP application.

I. On July 24, 2023, the Applicant submitted the CUP application proposing to convert an existing office space into a church.

J. On September 11, 2023, the Planning Commission held a duly noticed public hearing for Conditional Use Permit No. 2023-18.

K. The Planning Commission determines that the following findings, which must be established in order to grant this CUP pursuant to SAMC Section 41-638, have not been established. Specifically, Conditional Use Permit Finding 5 of Section 41-638, as it relates to the proposed use adversely affecting the general plan of the city or any specific plan applicable to the area of the proposed use, is not met. Therefore, the finding for denial of CUP 2023-18 is adopted as follows:

1. That the proposed use will adversely affect the general plan of the city or any specific plan applicable to the area of the proposed use.

Page 3 of 7 ends

Community assembly such as churches is not permitted.

Irreconcilable land use conflicts between a sensitive receptor such as the proposed church and its school operations will be generated if the CUP application were approved with future industrial uses taking place in the land use designation of the 9/11/2023
Planning Commission 1 – 11 City Council 37 – 30 11/21/2023 Resolution No. 2023-XXX

Page 4 of 7 ends

Focus Area. The purpose of the land use plan of the Land Use Element is to prevent these irreconcilable land use conflicts from occurring in the future between sensitive receptors and surrounding industrial uses. In addition, the Flex-3 land use designation allows primarily office, industrial, clean
manufacturing, research and development, and similarly-natured industrial/production-oriented land uses and does not allow community assembly such as churches. This land use principle of preventing inconsistent land uses from locating in the same areas is currently codified in the City’s Light and Heavy industrial (M1 and M2) zoning districts. The Flex-3 General Plan use designation points to the M1 land uses in Table LU-A-2 as examples of clean industrial uses commensurate with the General Plan land use designation, reaffirming this principle of not locating sensitive receptors such as community assembly uses within or in proximity to industrial areas of the City.

Policy 1.9 of the EP seeks to avoid potential land use conflicts by prohibiting the location of sensitive receptors and noxious land uses in close proximity. Establishing uses such as community assembly, coupled with youth services and Bible school, would introduce sensitive receptors into an area that is mostly comprised of industrial and office uses and that is intended to transition to industrial uses over time, through implementation of the General Plan. The purpose of the land use plan in the Land Use Element is to prevent these land use conflicts from taking place through goals, policies, and zoning practices designed to create “a physical environment that encourages healthy
lifestyles, a planning process that ensures that health impacts are considered, and a community that actively pursues policies and practices that improve the health of our residents,” as listed as 9/11/2023
Planning Commission 1 – 12 City Council 37 – 31 11/21/2023 Resolution No. 2023-XXX

Page 5 of 7 ends

Santa Ana City CouncilNovember 21, 2023

Santa Ana City Council
November 21, 2023