Agenda packet — Santa Ana City Council, November 19, 2024 (part 5 of 7)

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 29 – 125 11/19/2024
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

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

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 29 – 126 11/19/2024
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:

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

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 29 – 127 11/19/2024
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:

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 29 – 128 11/19/2024
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:

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

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 29 – 129 11/19/2024
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:

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 WOOD
FRAMED
WALL

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 29 – 130 11/19/2024
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:

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 WOOD

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 29 – 131 11/19/2024

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:

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 TRASH
CHUTE

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 29 – 132 11/19/2024
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.:

Drawn:

Checked:

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 29 – 133 11/19/2024

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

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

STAIR DETAIL
A7.51
Date Issues / Revisions:

City Council 29 – 134 11/19/2024

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

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

ELEVATOR
DETAIL
A7.52
Date Issues / Revisions:

City Council 29 – 135 11/19/2024
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
V
E
RIF
Y
WIT
H
M
A
N
U
F
A
C
T
U
R
E
R
10" WID
E
X 25" HIG
H
CLE
A
R
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
-
V
E
RIF
Y
WIT
H
M
A
N
U
F
A
C
T
U
R
E
R
10" WID
E
X 25" HIG
H
CLE
A
R
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:

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 29 – 136 11/19/2024

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
N
U
F
A
C
T
U
R
E
R
0" MIN. - 2 3/8" M
A
X
V
E
RIF
Y
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:

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 29 – 137 11/19/2024
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:

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 29 – 138 11/19/2024
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:

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 29 – 139 11/19/2024

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:

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 29 – 140 11/19/2024
Planning and Building Agency
www.santa-ana.org/planning-and-building
Item # 30
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
November 19, 2024
TOPIC: 4
th and Mortimer Mixed-Use Development Project Located at 409 and 509 East Fourth Street

AGENDA TITLE
Third One-Year Extension of Site Plan Review No. 2020-03 and Variance No. 2020-06 for the 4th and Mortimer Mixed-Use Development Project Located at 409 and 509 East Fourth Street

RECOMMENDED ACTIONS

1. Adopt a resolution approving a third and final one-year extension of Site Plan Review No. 2020-03 and Variance No. 2020-06 to December 15, 2025.

RESOLUTION NO. 2024-XXX entitled A RESOLUTION OF THE CITY COUNCIL

OF THE CITY OF SANTA ANA APPROVING A THIRD ONE-YEAR EXTENSION OF SITE PLAN REVIEW 2020-03 AND VARIANCE NO. 2020-06 FOR THE 4TH AND MORTIMER MIXED-USE DEVELOPMENT LOCATED AT 409 AND 509

EAST FOURTH STREET

2. Determine that, pursuant to the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA.

GOVERNMENT CODE §84308 APPLIES: Yes

DISCUSSION
On October 12, 2020, the Planning Commission unanimously approved Site Plan Review No. 2020-03, for a development project over four stories in height, and Variance No. 2020- 06, to allow an increase in the allowable building size and massing, to facilitate the construction of a new mixed-use residential and commercial development project located at 409 and 509 East Fourth Street. On October 22, 2020, an appeal (Appeal No. 2020- 02) to the project was filed by Michael Lozeau with Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER). On December 1, 2020, City Council 30 – 1 11/19/2024
4th and Mortimer Mixed-Use Development Project Located at 409 and 509 East Fourth Street
November 19, 2024

Page 2 ends

the City Council denied Appeal No. 2020-02, upholding the determination of the Planning Commission to approve the subject entitlements.

Pursuant to Section 41-647 of the Santa Ana Municipal Code (SAMC), entitlements such as variances automatically become void should the property owner fail to institute an action to comply with the provisions of the entitlements within two years of its approval.

This section also allows the property owner to request an extension of the entitlement up to a period of three years from the date of the expiration.

The subject entitlements were in effect until December 15, 2022. However, the applicant experienced delays in moving the project forward and constructing the development.

During this time, a state of local emergency was declared stemming from the COVID-19 pandemic, which provided relief to residential developers by extending approvals of residential entitlements to December 31, 2022.

By September of 2022, the applicant had not obtained the required building permits for development of the project. As a result, on September 9, 2022, the applicant submitted a request for a one-year extension to ensure the entitlements remain valid by the time permits were ready for issuance. On December 6, 2022, the City Council voted unanimously to extend the entitlements for the development for a period of one year to December 15, 2023. On August 1, 2023, the applicant obtained all required building permits for development of the project, including demolition permits for existing buildings at both project sites, and paid over $4.5 million in City permitting and impact fees.

On September 27, 2023, the applicant filed a request for a second one-year extension through December 15, 2024. This was due to increased cost of materials, changes in construction loan interest rates, labor shortage, and market changes affecting the applicant’s ability to develop the project. Specifically, increases in interest rates impacted construction loans and land development costs, resulting in additional delays to the project’s ability to begin vertical construction by December 2023. On December 5, 2023, the City Council voted unanimously to extend the entitlements for the development for a period of one year to December 15, 2024. Lastly, although vertical construction of the project did not commence in 2023, the applicant did complete demolition of all existing onsite buildings, including the former Northgate market, so that the site will be ready for development once ready to proceed with construction.

Analysis
To date, the applicant has been unable to secure acceptable construction financing to start the project. Similar to 2023, this is due to high interest rates affecting construction loans and land development costs, resulting in additional delays to the project’s ability to begin vertical construction. Current loan interest rates have been 300-500 basis points above historical norms, which not only increases the cost of construction financing, but also constricts the flow of lender dollars for construction projects. However, given the drop City Council 30 – 2 11/19/2024
4th and Mortimer Mixed-Use Development Project Located at 409 and 509 East Fourth Street
November 19, 2024

Page 3 ends

in inflation measures and the Federal Reserve’s recent 50-point rate drop, the applicant has expressed optimism to staff that rates will continue to fall and more favorable construction financing terms will be available in 2025. As a result, the applicant is requesting a third and final one-year entitlement extension pursuant to Section 41-647 of the SAMC.

On June 11, 2024, the project building permits were extended until January 31, 2025, by the City’s Building Official. Therefore, the applicant intends to begin vertical construction by the first quarter of 2025, in order to effectuate its entitlements within a timely manner.

The applicant remains committed to building this project, as evidenced by their choosing to pull building permits and paying over $4.5 million in permitting and impact fees to date.

Since the applicant has obtained building permits, paid permitting and impact fees, and completed demolition, the Planning Division recommends that the entitlements for the development be extended for a period of one year to December 15, 2025.

ENVIRONMENTAL IMPACT
In accordance with the California Environmental Quality Act, the approval of the time extension is exempt from CEQA per Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA.

FISCAL IMPACT
There is no fiscal impact associated with this action.

EXHIBIT(S)

1. Resolution Extending SPR No. 2020-03 and VAR No. 2020-06 for One Year

2. Original Resolution No. 2020-093

3. Resolution No. 2022-093 (1st One-Year Extension)

4. Resolution No. 2023-088 (2nd One-Year Extension)

5. Full project plans
Submitted By: Minh Thai, Executive Director of the Planning and Building Agency Approved By: Alvaro Nuñez, City Manager
City Council 30 – 3 11/19/2024
Resolution No. 2024-XXX

Page 1 of 4 ends

RESOLUTION NO. 2024-XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SANTA ANA APPROVING A THIRD ONE-YEAR
EXTENSION OF SITE PLAN REVIEW 2020-03 AND
VARIANCE NO. 2020-06 FOR THE 4

TH AND MORTIMER
MIXED-USE DEVELOPMENT LOCATED AT 409 AND 509

EAST FOURTH 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. On October 12, 2020, the Planning Commission unanimously approved Site Plan Review No. 2020-03, for a development project over four stories in height, and Variance No. 2020-06, to allow an increase in the allowable building size and massing, for a new mixed-use development located at 409 and 509 East Fourth Street.

B. Pursuant to SAMC Section 41-647, when construction does not commence, these types of entitlements expire after two (2) years unless the applicant applies for, and the City Council approves, an extension. Up to three extensions may be granted.

C. Taking into consideration the difficulties experienced by the development industry from the global COVID-19 pandemic and its effects on securing funding, labor, and construction materials, the City Council unanimously approved Resolution No. 2022-093, approving the applicant’s first request for a one-year entitlement extension on December 6, 2022, extending the subject project entitlements until December 15, 2023.

D. On August 1, 2023, the applicant obtained all required building permits for development of the project, including demolition permits for existing buildings at both project sites.

E. Due to increases in interest rates and their impact on construction loans and land development costs, the City Council unanimously approved Resolution No. 2023-088, approving the applicant’s second request for a one-year entitlement extension on December 5, 2023, extending the subject project entitlements until December 15, 2024.

F. In late December 2023, the applicant completed demolition of all existing onsite buildings, including the former Northgate market.

City Council 30 – 4 11/19/2024
Resolution No. 2024-XXX

Page 2 of 4 ends

G. To date, the applicant has been unable to secure acceptable construction financing to start the project. This is due to high interest rates affecting construction loans and land development costs, resulting in additional delays to the project’s ability to begin vertical construction. Current loan interest rates have been 300-500 basis points above historical norms, which not only increases the cost of construction financing, but also constricts the flow of lender dollars for construction projects.

H. It is the Planning Division’s policy to recommend no more than one-year extensions at a time, mainly in an effort to encourage the construction of previously approved projects.

I. The applicant filed a request for the third and final one-year extension on September 27, 2024. The extension request came before the City Council on November 19, 2024.

J. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA.

Section 2. Site Plan Review No. 2020-03 and Variance No. 2020-06 are each hereby extended for a period of one (1) year until December 15, 2025. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated November 19, 2024, and exhibits attached thereto, and any public testimony, all of which are incorporated herein by this reference.

Section 3. This Resolution shall take effect immediately upon its adoption by the City Council, and the City Clerk shall attest to and certify the vote adopting this Resolution.
[Signatures on the following page]
City Council 30 – 5 11/19/2024
Resolution No. 2024-XXX

Page 3 of 4 ends

ADOPTED this 19th day of November, 2024.
_______________________
Valerie Amezcua
Mayor
APPROVED AS TO FORM:

Sonia R. Carvalho
City Attorney
By:________________________
Melissa M. Crosthwaite
Senior 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. 2024-______ to be the original resolution adopted by the City Council of the City of Santa Ana on _______________, 2024.

Date: ____________ ________________________________
City Clerk
City Council 30 – 6 11/19/2024
Resolution No. 2024-XXX

Page 4 of 4 ends

City of Santa Ana
City Council 30 – 7 11/19/2024
LS 12. 1. 20
RESOLUTION NO. 2020-093

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
SANTA ANA DENYING APPEAL APPLICATION NO. 2020-
02 AND UPHOLDING THE DETERMINATION OF THE

PLANNING COMMISSION TO APPROVE AN ADDENDUM

TO THE ENVIRONMENTAL IMPACT REPORT FOR THE
TRANSIT ZONING CODE PROJECT ( SCH NO.
2006071100) AND ADOPTION OF A MITIGATION

MONITORING AND REPORTING PROGRAM FOR SITE
PLAN REVIEW NO. 2020-03 AND VARIANCE NO. 2020-06

FOR A NEW MIXED -USE RESIDENTIAL AND

COMMERCIAL DEVELOPMENT FOR THE PROPERTIES
LOCATED AT 409 EAST FOURTH STREET ( SITE A) AND
509 EAST FOURTH STREET (SITE B)

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. On October 12, 2020, the Planning Commission of the City of Santa Ana held a duly noticed public hearing to consider various entitlements including Site Plan Review No. 2020-03, Variance No. 2020- 06, and Amendment Application 2020-04 to allow the construction of a new mixed -use residential and commercial development consisting of 169 residential rental units and 11, 361 square feet of commercial space at 409 and 509 East Fourth Street.

After receiving public testimony on the item, the Planning Commission voted unanimously ( 7:0) to adopt a resolution approving an Addendum to the Environmental Impact Report ( EIR) for the Transit Zoning Code Project, mitigation monitoring and reporting program, Site Plan Review No. 2020-03 as conditioned, and Variance No. 2020-06 as conditioned. In addition, the Planning Commission recommended that the City Council adopt a resolution approving an Addendum to the Environmental Impact Report for the Transit Zoning Code Project, mitigation monitoring and reporting program, and an ordinance approving Amendment Application No. 2020- 04 for Specific Development No. 84 (SD84).

B. On October 22, 2020, Michael Lozeau with Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER) hereinafter referred to as " Appellant", submitted an appeal application pursuant to Section 41- 645 of the Santa Ana Municipal Code ( SAMC) requesting that the City Council reconsider the Planning Commission' s decision based on the following reasons:

Resolution No. 2020-093

Page 1 of 7 ends

City Council 30 – 8 11/19/2024
I. California Environmental Quality Act ( CEQA) compliance.

Specifically, the Appellant states that the "City failed to comply with the CEQA by failing to prepare a project -specific EIR for the project';
II. The Appellant states that, " The City failed to comply with the Housing Opportunity Ordinance ( HOO) by failing to require the developer to include affordable housing units in the project; and III. The Appellant states that, `The Planning Commission abused its discretion by failing to read or consider comments submitted by SAFER."
C. Pursuant to SAMC Section 41- 645 ( a), appeals can only be made on a decision or requirement made by the Planning Commission. Of the above - mentioned appeal reasons, the only action taken by the Planning Commission was the action to adopt a resolution approving the addendum to the EIR for the TZC. The subsequent appeal items do not satisfy the requirements of SAMC Section 41- 645 ( a) and should not be considered as part of the appeal:

I. No decision or action was taken by the Planning Commission regarding the HOO requirements because the HOO did not apply to the project; and
II. Consideration of a public comment letter received does not constitute " a decision or requirement made by the Planning Commission".

Nonetheless, a comprehensive response and findings are provided below on all appeal items received.

D. On December 1, 2020, the City Council conducted a duly noticed public hearing on Appeal Application No. 2020-02 and found that:

The City complied with the California Environmental Quality Act (CEQA) requirements by preparing an addendum to the previously certified 2010 Transit Zoning Code Environmental Impact report ( EIR). CEQA does permit the use of an addendum when the original EIR being relied upon was a Program EIR. Public Resources Code Section 21166 and State CEQA Guidelines Section 15162 clearly establish when an agency must prepare a Supplemental or Subsequent EIR, and when an agency is permitted instead to prepare an Addendum. If an agency determines that one of the conditions described in Public Resources Code section 21166 or State CEQA Guidelines section 15162 is present, the agency must prepare either a Subsequent EIR or a Supplemental EIR. When none of those conditions are present, but it is necessary to make changes to a previous EIR, the agency may prepare an addendum. This process applies regardless of whether the original EIR is a Program or Resolution No. 2020-093

Page 2 of 7 ends

City Council 30 – 9 11/19/2024
Project EIR. Nothing in State CEQA Guidelines section 15152 describing the process for utilizing a Supplemental or Subsequent EIR or negative declaration) prohibits use of an addendum where none of the conditions of Public Resources Code section 21166 or State CEQA Guidelines section 15162 are present. Nothing in State CEQA Guidelines sections 15162 or 15164 prohibit use of an addendum where the original EIR is a Program, and not a Project, EIR.

As established in these sections of the Public Resources Code and the State CEQA Guidelines, one of the circumstances described in Public Resources Code section 21166 or State CEQA Guidelines section 15162 must be present before either a Subsequent or Supplemental EIR is required. Here, none of those conditions are present. These conditions are:

Substantial changes are proposed which will require major revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; ii, Substantial changes occur with respect to the circumstances under which the project is undertaken which will require major revisions of the previous EIR due to the involvement of new significant effects or a substantial increase in the severity of previously identified significant effects; or
iii. New information has come to light showing new impacts, substantially more severe impacts, that mitigation measures or alternatives previously found to be infeasible would actually be feasible, or that mitigation measures or alternatives previously not identified would reduce impacts.

This is also consistent with CEQA Guidelines section 15152(f), which the Appellant incorrectly claims prohibits use of addenda when the original EIR is a Program EIR. Section 15152(f) states, " A later EIR shall be required when the initial study or other analysis finds that the later project may cause significant effects on the environment that were not adequately addressed in the prior EIR." For the subject project, the other analysis" ( including technical studies and the text of the Addendum) found that no additional significant effects would occur beyond those already addressed in the 2010 EIR. An addendum is therefore the appropriate CEQA document.

That the City has complied with the Housing Opportunity Ordinance HOO) requirements. The HOO does not apply to the project because the project does not exceed the residential density permitted in the General Plan. As recently amended, the HOO only applies when a project requires a General Plan Amendment.

Resolution No. 2020-093

Page 3 of 7 ends

City Council 30 – 10 11/19/2024
The Appellant' s comment letter cites to an outdated and superseded version of Section 41- 1902(b)( 1). The HOO was amended on September 1, 2020, and the comment letter does not reflect the amended language. While previously, Section 41- 1902( b)( 1) applied the HOO to any project that exceeded the maximum density permitted by zoning, the recent amendments remove this reference. As amended, the HOO now only applies when a residential project proposes a residential density above the General Plan permitted density. The 4th and Mortimer Mixed -Use Development project is consistent with the General Plan. No General Plan Amendment is required for the Project.

The Project seeks only a zone change, on only a portion of the project site. No density allowance above that currently permitted by the site' s General Plan designation is proposed. Therefore, the HOO does not apply.

III. The Planning Commission did not abuse its discretion and did consider comments submitted by Lozeau Drury, LLP, on behalf of SAFER. The Planning Commission considered Mr. Drury' s public comment and received input from the City Attorney and the City's environmental consultant regarding the whether the addendum prepared for the project was the appropriate document. Both the City Attorney and the consultant were confident that no subsequent CEQA analysis was required for the project other than the addendum which was prepared.

Again, this was based on the fact that the technical studies evidenced that an EIR Addendum to the previously -certified 2010 EIR was the appropriate CEQA document to evaluate and disclose the project's impacts. Therefore, the Planning Commission did consider Mr. Drury's comments and concerns but agreed with staff's recommendation that the addendum was the appropriate environmental document.

Section 2. The City Council, after hearing, considering and weighing all evidence in the record presented on behalf of all parties and being fully informed of the application, the Planning Commission' s decision, and the appeal, hereby finds and determines that the Planning Commission' s decision was not made in error, that the Planning Commission' s decision was not an abuse of discretion by the Planning Commission and that the Planning Commission' s decision was supported by substantial evidence in the record.

Section 3. In accordance with the California Environmental Quality Act CEQA), the Planning Commission of the City of Santa Ana hereby finds, determines, and declares as follows:

Based on the substantial evidence set forth in the record, including but not limited to the Environmental Impact Report ( EIR) for the Transit Zoning Code Project SCH NO. 2006071100) and the 2020 4th and Mortimer Mixed -Use Development EIR Addendum, the City Council finds that an addendum is the appropriate document for Resolution No. 2020-093

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City Council 30 – 11 11/19/2024
disclosing the changes to the subject properties, and that none of the conditions identified in Public Resources Code section 21166 and State CEQA Guidelines section 15162 requiring subsequent environmental review have occurred, because:

A. The project does not constitute a substantial change that would require major revisions of the 2010 EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects.

B. There is not a substantial change with respect to the circumstances under which the project will be developed that would require major revisions of the 2010 EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of the previously identified significant effects.

C. New information of substantial importance has not been presented that was not known and could not have been known with the exercise of reasonable diligence at the time the 2010 EIR was certified or adopted, showing any of the Following: ( i) that the modifications would have one or more significant effects not discussed in the earlier environmental documentation; ( ii) that significant effects previously examined would be substantially more severe than shown in the earlier environmental documentation; ( iii) that mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects, but the Applicant declined to adopt such measures; or ( iv) that mitigation measures or alternatives considerably different from those analyzed previously would substantially reduce one or more significant effects on the environment, but which the Applicant declined to adopt.

Further, the City Council finds that, pursuant to State CEQA Guidelines Section 15164, only minor changes or additions to the 2010 EIR are necessary to address the proposed project. In making this finding, the City Council has considered both the Addendum and the certified, final 2010 EIR.

Section 4. The Applicant shall indemnify, protect, defend and hold the City and/ or any of its officials, officers, employees, agents, departments, agencies, authorized volunteers, and instrumentalities thereof, harmless from any and all claims, demands, lawsuits, writs of mandamus, and other and proceedings ( whether legal, equitable, declaratory, administrative or adjudicatory in nature), and alternative dispute resolution procedures ( including, but not limited to arbitrations, mediations, and such other procedures), judgments, orders, and decisions ( collectively " Actions"), brought against the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof, that challenge, attack, or seek to modify, set aside, void, or annul, any action of, or any permit or approval issued by the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof ( including actions approved by the voters of the City) for or concerning the project, whether such Actions are brought under the Ralph M. Brown Resolution No. 2020-093

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City Council 30 – 12 11/19/2024
Act, California Environmental Quality Act, the Planning and Zoning Law, the Subdivision Map Act, Code of Civil Procedure sections 1085 or 1094. 5, or any other federal, state or local constitution, statute, law, ordinance, charter, rule, regulation, or any decision of a court of competent jurisdiction. It is expressly agreed that the City shall have the right to approve, which approval will not be unreasonably withheld, the legal counsel providing the City's defense, and that Applicant shall reimburse the City for any costs and expenses directly and necessarily incurred by the City in the course of the defense.

City shall promptly notify the Applicant of any Action brought and City shall cooperate with Applicant in the defense of the Action.

Section 5. The City Council of the City of Santa Ana hereby denies Appeal Application No. 2020-02, thereby upholding the Planning Commission' s approval of an Addendum to the Environmental Impact Report ( EIR) for the Transit Zoning Code Project (SCH NO. 2006071100), mitigation monitoring and reporting program, Site Plan Review No. 2020-03 as conditioned, and Variance No. 2020-06 as conditioned. This decision is based upon the evidence submitted at the abovesaid hearing, which includes, but is not limited to: the Request for City Council Action dated December 1, 2020, and exhibits attached thereto, and the public testimony, written and oral, all of which are incorporated herein by this reference.

ADOPTED this 15t day of December, 2020.

APPROVED AS TO FORM:

Sonia R. Carvalho
City Attorney
By:.(,/ (• nl
Lisa Storck
Assistant City Attorney
Resolution No. 2020-093

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City Council 30 – 13 11/19/2024
AYES: Councilmembers
NOES: Councilmembers
ABSTAIN: Councilmembers
Bacerra, Mendoza, Penaloza, Solorio,
Villegas (5)
None (0)
Pulido, Sarmiento ( 2)
NOT PRESENT: Councilmembers None (0)

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, DAISY GOMEZ, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2020- 093 to be the original resolution adopted by the City Council of the City of Santa Ana on December 1, 2020.

Date: 1?.

Daisy Gom z
Clerk of the Council
City of Santa Ana
Resolution No. 2020-093

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City Council 30 – 14 11/19/2024
RESOLUTION NO. 2022- 093

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SANTA ANA APPROVING A ONE-YEAR EXTENSION OF
SITE PLAN REVIEW 2020-03 AND VARIANCE NO. 2020-
06 FOR THE 4TH AND MORTIMER MIXED -USE
DEVELOPMENT TO BE LOCATED AT 409 AND 509 EAST

FOURTH 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. On October 12, 2020, the Planning Commission unanimously approved Site Plan Review No. 2020-03, for a development project over four stories in height, and Variance No. 2020-06, to allow an increase in the allowable building size and massing, for a new mixed -use development located at 409 and 509 East Fourth Street.

B. On October 22, 2020, an appeal ( Appeal No. 2020-02) to the project was filed by Michael Lozeau with Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER).

C. On December 1, 2020, the City Council denied Appeal No. 2020-02, upholding the determination of the Planning Commission to approve the subject entitlements.

D. Pursuant to Section 41- 647 of the Santa Ana Municipal Code ( SAMC), entitlements automatically become void should the property owner fail to institute an action to comply with the provisions of the entitlements within two years of its approval.

E. As a result of the global Covid- 19 pandemic, the California Legislature approved AB 1561, which extended entitlements that were effective prior to March 4, 2020, and that were set to expire before December 31, 2021. Due to the various dates of approval and expiration on December 15, 2020 and December 15, 2022, respectively, AB 1561 does not apply to the subject entitlement. Therefore, the applicant is requesting an extension by the City Council pursuant to Section 41- 647 of the SAMC.

F. Due to difficulties stemming from the COVID- 19 global pandemic, which affected the development industry worldwide, the applicant has experienced a number of uncertainties during the last two years that impact viability. These include construction and material cost increases, uncertainty in labor Resolution No. 2022-093

Page 1 of 3 ends

availability, supply chain disruptions, and financial challenges arising out of an inflationary/ high interest rate environment. All of these challenges have created delays in moving the project forward and constructing the new mixed - use development.

G. The applicant intends to complete the plan check process and obtain all necessary building permits for the project. The construction plans for the project have been submitted for plan check as of August 1, 2022. The applicant submitted a subsequent plan check submittal on September 19, 2022. The applicant expects to obtain permits and start construction in early 2023.

H. Pursuant to City of Santa Ana Municipal Code Section 41- 647, where construction does not commence, these types of entitlements expire after two 2) years unless the applicant applies for, and the City Council approves, an extension. Up to three extensions may be granted.

I. It is the Planning Division' s policy to recommend no more than one- year extensions at a time, mainly in an effort to encourage the construction of previously approved projects.

J. The applicant filed a request for the extension on October 24, 2022. The extension request came before the City Council on December 6, 2022.

1. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061( b)( 3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA.

Section 2. Site Plan Review No. 2020-03 and Variance No. 2020-06 are each hereby extended for a period of one ( 1) year until December 15, 2023. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated December 6, 2022, and exhibits attached thereto, and any public testimony, all of which are incorporated herein by this reference.

Section 3. This Resolution shall take effect immediately upon its adoption by the City Council, and the Clerk of the Council shall attest to and certify the vote adopting this Resolution.

ADOPTED this 6t' day of December. 2022.

Resolution No. 2022-093
City Council Page 2 of 3 30 – 16 11/19/2024
APPROVED AS TO FORM:

Sonia R. Carvalho, City Attorney
By:

Jo M. Funk
Chief Assistant City Attorney
AYES:

NOES:

ABSTAIN:

NOT PRESENT:

Councilmembers
Councilmembers
Councilmembers
Councilmembers
Vicente Sarmiento
Mayor
Hernandez, Lopez, Mendoza, Penaloza
Phan, Bacerra, Sarmiento ( 7)
None ( 0)
None (0)
None (0)

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2022- 093 to be the original resolution adopted by the City Council of the City of Santa Ana on December 6, 2022.

Date: 1 2 SS ' A
CTerk of the Council
City of Santa Ana
Resolution No. 2022- 093

Page 3 of 3 ends

RESOLUTION NO. 2023- 088

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SANTA ANA APPROVING A SECOND ONE-YEAR
EXTENSION OF SITE PLAN REVIEW 2020-03 AND
VARIANCE NO. 2020-06 FOR THE 4TH AND MORTIMER
MIXED -USE DEVELOPMENT TO BE LOCATED AT 409
AND 509 EAST FOURTH 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. On October 12, 2020, the Planning Commission unanimously approved Site Plan Review No. 2020-03, for a development project over four stories in height, and Variance No. 2020-06, to allow an increase in the allowable building size and massing, for a new mixed -use development located at 409 and 509 East Fourth Street.

C. On December 1, 2020, the City Council denied Appeal No. 2020-02, upholding the determination of the Planning Commission to approve the subject entitlements.

E. Taking into consideration the difficulties experienced by the development industry from the global COVID- 19 pandemic and its effects on securing funding, labor, and construction materials, the City Council unanimously approved Resolution No. 2022- 093, approving the applicant's first request for a one-year entitlement extension on December 6, 2022, extending the subject project entitlements until December 15, 2023.

F. On August 1, 2023, the applicant obtained all required building permits for development of the project, including demolition permits for existing buildings at both project sites.

G. Recent increases in interest rates beginning the first quarter of 2022 and continuing through 2023, and their impact on construction loans and land Resolution No. 2023-088

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City Council 30 – 18 11/19/2024
development costs, have resulted in additional delays to the ability to complete begin vertical construction of the project by the December 15, 2023, deadline that was established the City Council -approved entitlement extension.

H. Pursuant to SAMC Section 41- 647, when construction does not commence, these types of entitlements expire after two ( 2) years unless the applicant applies for, and the City Council approves, an extension. Up to three extensions may be granted.

I. It is the Planning Division' s policy to recommend no more than one-year extensions at a time, mainly in an effort to encourage the construction of previously approved projects.

J. The applicant filed a request for the second one-year extension on September 27, 2023. The extension request came before the City Council on December 5, 2023.

K. In accordance with the California Environmental Quality Act ( CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061( b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA.

Section 2. Site Plan Review No. 2020-03 and Variance No. 2020- 06 are each hereby extended for a period of one ( 1) year until December 15, 2024. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated December 5, 2023, and exhibits attached thereto, and any public testimony, all of which are incorporated herein by this reference.

Section 3. This Resolution shall take effect immediately upon its adoption by the City Council, and the Clerk of the Council shall attest to and certify the vote adopting this Resolution.

ADOPTED this 5th day of December. 2023.

Resolution No. 2023-088

Page 2 of 3 ends

City Council 30 – 19 11/19/2024
APPROVED AS TO FORM:

Sonia R. Carvalho, City Attorney
By: iMd lXlt,
Jose Montoya
Assistant City Attorney
AYES: Councilmembers
NOES: Councilmembers
ABSTAIN: Councilmembers
Amezcua, Bacerra, Hernandez, Lopez.

Penaloza, Phan, Vazquez (7)
None (0)
None (0)
NOT PRESENT: Councilmembers None ( 0)

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, JENNIFER L. HALL, City Clerk, do hereby attest to and certify the attached Resolution No. 2023- 088 to be the original resolution adopted by the City Council of the City of Santa Ana on December 05, 2023.

Date: a (I G
nnifer L at
Ci rk
City of Santa Ana
Resolution No. 2023-088

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Public Works Agency
www.santa-ana.org/public-works
Item # 31
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
November 19, 2024
TOPIC: Fiscal Year 2025-26 Measure M2 Comprehensive Transportation Program Grant Applications

AGENDA TITLE
Resolutions Authorizing Grant Applications for the Fiscal Year 2025-26 Measure M2 Comprehensive Transportation Funding Program (Non-General Fund)

RECOMMENDED ACTION

1. Adopt resolutions authorizing the City of Santa Ana to submit applications for funding consideration under the Measure M2 Comprehensive Transportation Funding Program 2025-26 Call for Projects.

RESOLUTION NO. 2024-XXX entitled A RESOLUTION OF THE CITY COUNCIL

OF THE CITY OF SANTA ANA APPROVING THE SUBMITTAL OF

IMPROVEMENT PROJECTS TO THE ORANGE COUNTY TRANSPORTATION

AUTHORITY FOR FUNDING UNDER THE COMPREHENSIVE

TRANSPORTATION PROGRAM
RESOLUTION NO. 2024-XXX entitled A RESOLUTION OF THE CITY COUNCIL

OF THE CITY OF SANTA ANA APPROVING THE SUBMITTAL OF

IMPROVEMENT PROJECTS TO THE ORANGE COUNTY TRANSPORTATION

AUTHORITY FOR FUNDING UNDER THE REGIONAL TRAFFIC SIGNAL

SYNCHRONIZATION PROGRAM

2. Direct staff to incorporate approved Comprehensive Transportation Funding Program projects into the Seven-Year Capital Improvement Program for Fiscal Year 2025-26.

GOVERNMENT CODE §84308 APPLIES: No

DISCUSSION
The voters of Orange County passed Measure M2 in 2006 that adds a 0.5% sales tax in Orange County. Every time Santa Ana residents make a taxable purchase, a half cent for every dollar spent goes to the Orange County Transportation Authority (OCTA) for transit and transportation improvements. In total, OCTA expects to receive over $13.2 City Council 31 – 1 11/19/2024
Fiscal Year 2025-26 Measure M2 Comprehensive Transportation Program Grant Applications
November 19, 2024

Page 2 ends

billion over the 30-year period that Measure M2 is in effect (2011-2041). OCTA collects this revenue and distributes it as shown in the graphic below:

Santa Ana receives Measure M2 funds in two categories: Local Fair-Share (formulaic distribution) and Competitive Grants. In order to qualify for both categories, Santa Ana (along with all Orange County Cities) must adhere to strict requirements and satisfy 13 eligibility categories. The table below summarizes the direct funds Santa Ana has received from OCTA, Measure M2 for the past three fiscal years.

Fiscal
Year
Local Fair
Share
Competitive
Grants
Total Received
FY 21/22 $4,567,205 $1,937,250 $6,504,455
FY 22/23 $5,762,336 $1,030,000 $6,792,336
FY 23/24 $6,709,413 $5,239,044 $11,948,457
Importantly, major projects such as the Bristol Corridor widening are fully funded, in large part via past Measure M2 grants and are now in the construction and bid phases.

On August 12, 2024, OCTA issued a Call for Projects under the Measure M2 Comprehensive Transportation Funding Program (CTFP) for Fiscal Year (FY) 2025-26.

Approximately $45 million will be available for award on a countywide, competitive grant basis via the Regional Capacity Program (Project O) for Arterial Capacity Enhancements (ACE), Intersection Capacity Enhancements (ICE), and the Regional Traffic Signal Synchronization Program (Project P). The CTFP is the mechanism by which OCTA administers competitive grant funding for streets and roads projects.

The City will submit applications totaling over $8.5 million in grant funding requests, which includes all project phases and requires a local match commitment of 25% for both ACE and ICE programs, and 20% for Project P. If awarded, the existing and future City Council 31 – 2 11/19/2024
Fiscal Year 2025-26 Measure M2 Comprehensive Transportation Program Grant Applications
November 19, 2024

Page 3 ends

local funding sources, including but not limited to, Transportation System Improvement Area funds (TSIA), Gas Tax funds, and Measure M2 Fairshare funds, will be used to provide the required matching funds for the recommended projects to be budgeted in the FY 2025-26 Capital Improvement Program (CIP).

Recommended Projects CTFP
Type Phase Grant Request FY
Fairview Street Widening (17th to Trask
Avenue) O ROW $5,148,290 25-26
Bristol Street Traffic Signal
Synchronization P
Design/
Construction $3,375,000 25-26
The Bristol Street Traffic Signal Synchronization project primarily consists of replacing and upgrading traffic signal technology equipment and devices and will not interfere with or impact the Bristol widening projects. The City has received previous M2 grant funding for the design and environmental phase of The Fairview Street Widening project and will need to apply next year for a construction phase grant. Construction on the Fairview Street Widening project is not anticipated to begin until the current Bristol Street Corridor projects are complete.

Given the need for street improvements and the project eligibility requirements defined by OCTA, staff recommends that the City Council adopt two Resolutions (Exhibits 1 and 2) authorizing submittal of the Project O and Project P CTFP application for funding consideration, as well as direct staff to incorporate approved projects into the FY 2025 Seven-Year CIP.

ENVIRONMENTAL IMPACT
There is no environmental impact associated with the action.

FISCAL IMPACT
There is no fiscal impact associated with this action at this time. The City will recognize grant award revenue, inclusive of required City local match, through future Council action during the FY 2024-25 and 2025-26 CIP budget programing cycle. In the event both of the recommended projects are awarded, the table below provides a breakdown of the total potential funding for the identified projects:

Recommended Projects CTFP
Type Phase CTFP Grant
Funds
City Match
Funds FY
Fairview Street Widening (17th to
Trask Avenue) O ROW $5,148,290 $1,716,097 25-26
Bristol Street Traffic Signal
Synchronization P
Design/
Construction $3,375,000 $450,000 25-26
City Council 31 – 3 11/19/2024
Fiscal Year 2025-26 Measure M2 Comprehensive Transportation Program Grant Applications
November 19, 2024

Page 4 ends

EXHIBIT(S)

1. FY 25-26 CTFP Call for Projects – Project O Resolution

2. FY 25-26 CTFP Call for Projects – Project P Resolution Submitted By: Nabil Saba, P.E., Executive Director – Public Works Agency Approved By: Alvaro Nuñez, City Manager
City Council 31 – 4 11/19/2024
Resolution No. 2024-XXX

Page 1 of 3 ends

RESOLUTION NO. 2024-XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SANTA ANA APPROVING THE SUBMITTAL OF

IMPROVEMENT PROJECTS TO THE ORANGE COUNTY

TRANSPORTATION AUTHORITY FOR FUNDING UNDER

THE COMPREHENSIVE TRANSPORTATION PROGRAM

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. The City of Santa Ana desires to implement the transportation improvements listed below.

B. The City of Santa Ana has been declared by the Orange County Transportation Authority to meet the eligibility requirements to receive Measure M2 “Fair Share” funds.

C. The City of Santa Ana’s Circulation Element is consistent with the County of Orange Master Plan of Arterial Highways.

D. The City of Santa Ana will not use Measure M2 funds to supplant Developer Fees or other commitments.

E. The City of Santa Ana must include all projects funded by M2 Net Revenues in its seven-year Capital Improvement Program, as part of the Measure M2 Ordinance eligibility requirements.

F. The City of Santa Ana will provide a minimum of 25% matching funds for the Project O projects as required by the Orange County Comprehensive Transportation Funding Programs Guidelines.

G. The Orange County Transportation Authority intends to allocate funds for transportation improvement projects, if approved, within the incorporated cities and the County.

H. The City of Santa Ana authorizes a formal amendment to the seven-year Capital Improvement Program to add projects approved for Measure M2 funding upon approval from the Orange County Transportation Authority Board of Directors, if necessary.

EXHIBIT 1
City Council 31 – 5 11/19/2024
Resolution No. 2024-XXX

Page 2 of 3 ends

Section 2. The City Council of the City of Santa Ana hereby approves the formal submissions of the projects described below to the Orange County Transportation Authority for funding under the OCTA’s Comprehensive Transportation Funding Program and requests that the OCTA allocate funds in the amounts specified in the City of Santa Ana’s submissions. Said funds shall be matched by funds from the City of Santa Ana as required and shall be used as supplemental funding to aid the City of Santa Ana in the improvement of the following street(s). “ACE” shall mean Arterial Capacity Enhancement and “ICE” shall mean Intersection Capacity Enhancements.

PROGRAM FY
ACE 25/26

PROJECT
Fairview Street Widening (17th to Trask Avenue)
Section 3. The City Council of the City of Santa Ana appoints the City Manager, or the Executive Director of the Public Works Agency or his or her designee, as agent for the City of Santa Ana to conduct all negotiations, and execute and submit all documents, including but not limited to applications, agreements, amendments, payment requests and so on, which may be necessary for allocation of the requested funds to Santa Ana.

Section 4. This Resolution shall take effect immediately upon its adoption by the City Council, and the City Clerk shall attest to and certify the vote adopting this Resolution.

ADOPTED this ___ day of ___________, 2024.

Valerie Amezcua
Mayor
APPROVED AS TO FORM:

Sonia R. Carvalho, City Attorney
By:

Kyle Nellesen
Assistant City Attorney
City Council 31 – 6 11/19/2024
Resolution No. 2024-XXX

Page 3 of 3 ends

AYES: Councilmembers
NOES: Councilmembers
ABSTAIN: Councilmembers
NOT PRESENT: Councilmembers _

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, _________, Jennifer L. Hall, do hereby certify the attached Resolution No. 2024- ____ to be the original resolution adopted by the City Council of the City of Santa Ana on _____________________, 2024.

Date:

City Clerk
City of Santa Ana
City Council 31 – 7 11/19/2024
Resolution No. 2024-XXX

Page 1 of 3 ends

RESOLUTION NO. 2024-XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SANTA ANA APPROVING THE SUBMITTAL OF

IMPROVEMENT PROJECTS TO THE ORANGE COUNTY

TRANSPORTATION AUTHORITY FOR FUNDING UNDER

THE REGIONAL TRAFFIC SIGNAL SYNCHRONIZATION

PROGRAM

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. The Measure M2 Regional Traffic Signal Synchronization Program targets over 2,000 signalized intersections across Orange County to maintain traffic signal synchronization, improve traffic flow, and reduce congestion across jurisdictions.

B. The City of Santa Ana has been declared by the Orange County Transportation Authority to meet the eligibility requirements to receive revenues as part of Measure M2.

C. The City of Santa Ana must include all projects funded by Net Revenues in the seven-year Capital Improvement Program as part of the Renewed Measure M Ordinance eligibility requirement.

D. The City of Santa Ana authorizes a formal amendment to the seven-year Capital Improvement Program to add projects approved for funding upon approval from the Orange County Transportation Authority Board of Directors, if necessary.

E. The City of Santa Ana has currently adopted a Local Signal Synchronization Plan consistent with the Regional Traffic Signal Synchronization Master Plan as a key component of local agencies’ efforts to synchronizing traffic signals across local agencies’ boundaries.

F. The City of Santa Ana will provide matching funds for each project as required by the Comprehensive Transportation Funding Programs Procedures Manual.

G. The City of Santa Ana will not use Renewed Measure M funds to supplant Developer Fees or other commitments.

EXHIBIT 2
City Council 31 – 8 11/19/2024
Resolution No. 2024-XXX

Page 2 of 3 ends

G. The City of Santa Ana desires to implement multi-jurisdictional signal synchronization listed below.

Section 2. The City Council of the City of Santa Ana hereby approves the formal submissions of the projects described below to the Orange County Transportation Authority for funding under the OCTA’s Regional Traffic Signal Synchronization Program and requests that the OCTA allocate funds in the amounts specified in the City’s submissions. Said funds shall be matched by funds from Santa Ana as required and shall be used as supplemental funding to aid the City in signal synchronization along the following street(s):

PROJECT PROGRAM FY
Section 3. The City Council of the City of Santa Ana appoints the City Manager, or his or her designee, as agent for the City of Santa Ana to conduct all negotiations, and execute and submit all documents, including but not limited to applications, agreements, amendments, payment requests and so on, which may be necessary for allocation of the requested funds to Santa Ana.

Section 4. This Resolution shall take effect immediately upon its adoption by the City Council, and the City Clerk shall attest to and certify the vote adopting this Resolution.

ADOPTED this ____ day of ___________________, 2024.

Valerie Amezcua
Mayor
APPROVED AS TO FORM:

Sonia R. Carvalho, City Attorney
By:

Kyle Nellesen
Assistant City Attorney
Bristol Street Traffic Signal Synchronization RTSSP 25/26 City Council 31 – 9 11/19/2024
Resolution No. 2024-XXX

Page 3 of 3 ends

AYES: Councilmembers
NOES: Councilmembers
ABSTAIN: Councilmembers
NOT PRESENT: Councilmembers _

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, Jennifer L. Hall, City Clerk, do hereby certify the attached Resolution No. 2024- ____ to be the original resolution adopted by the City Council of the City of Santa Ana on _____________________, 2024.

Date:

City Clerk
City of Santa Ana
City Council 31 – 10 11/19/2024
Police Department
www.santa-ana.org/pd
Item # 32
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
November 19, 2024
TOPIC: Ordinance Adding Article XIV to Chapter 10 (Crimes and Miscellaneous Law Enforcement Provision) and Amending Related Sections in Chapter 31, Chapter 33, and Chapter 36 of the Santa Ana Municipal Code

AGENDA TITLE
Ordinance Adding Article XIV to Chapter 10 (Crimes and Miscellaneous Law Enforcement Provision) and Amending Related Sections in Chapter 31, Chapter 33, and Chapter 36 of the Santa Ana Municipal Code

RECOMMENDED ACTION
Conduct a first reading and adopt an ordinance adding and amending various articles and sections of the Santa Ana Municipal Code to prohibit conduct that interferes with public rights of access to public property to address changes in the law brought by the City of Grants Pass, Oregon v. Johnson, et. al., 144 S. Ct. 2202 (2024):

ORDINANCE NO. NS-XXXX entitled AN ORDINANCE OF THE CITY COUNCIL OF

THE CITY OF SANTA ANA ADDING ARTICLE XIV (PROHIBITING INTERFERENCE WITH AND ACCESS TO PUBLIC PROPERTY) TO CHAPTER 10 (CRIMES AND

MISCELLANEOUS LAW ENFORCEMENT PROVISIONS) OF THE SANTA ANA MUNICIPAL CODE AND AMENDING RELATED SECTIONS IN CHAPTER 10, CHAPTER 31 (RECREATION, PARKS AND PLAYGROUNDS), CHAPTER 33 (STREETS, SIDEWALKS AND PUBLIC WORKS, AND CHAPTER 36 (TRAFFIC) TO

PROHIBIT CONDUCT THAT INTERFERES WITH PUBLIC RIGHTS OF ACCESS TO

PUBLIC PROPERTY TO ADDRESS CHANGES IN LAW BROUGHT ABOUT BY CITY OF GRANTS PASS, OREGON V. JOHNSON, ET. AL., 144 S. Ct. 2202 (2024) GOVERNMENT CODE §84308 APPLIES: No

DISCUSSION
The City of Santa Ana, including all city departments, remains committed to ensuring the safety, health, and general welfare of all of its residents, visitors, and businesses. As part of that commitment, it continues to be the obligation of the City to keep the public areas clean and available for public use and to ensure access by the public to all City Council 32 – 1 11/19/2024
Ordinance Adding Article XIV to Chapter 10 (Crimes and Miscellaneous Law Enforcement Provision) and Amending Related Sections in Chapter 31, Chapter 33 and Chapter 36 of the Santa Ana Municipal Code
November 19, 2024

Page 2 ends

property, both public and private, by the disabled, elderly, families, children, and visitors to the City of Santa Ana. The Police Department is primarily responsible for the enforcement of the laws and the Public Works Agency collaborates with the Parks, Recreation, and Community Services Agency to maintain the cleanliness of all public areas, including the parks.

The City has taken proactive measures to address the underlying issues leading to unlawful camping and the storage of personal items on public property, including, but not limited to, the implementation of two outreach and engagement teams to address needed resources for unsheltered persons. On June 12, 2022, the City opened the Navigation Center, which operates 24 hours a day, seven days a week, providing 200 beds for men, women, couples, and families, a commercial kitchen, and an outdoor area for participants and their pets, to provide shelter to homeless persons in the City of Santa Ana. Despite these efforts, the challenges persist.

In May of 2024, the County of Orange released its 2024 point in time count and estimated a total of 7,322 individuals experiencing homelessness living in Orange County, a 28% increase from two years prior. During the same count, it was estimated the City of Santa Ana has 871 unsheltered persons living in the City, a significant increase from 2022, where it was estimated the City had 508 unsheltered persons living in the City.

The City of Santa Ana has adopted regulations to address interference and access to public areas and continues to look for ways to provide necessary resources to the unsheltered in order to provide a multi-faceted and holistic approach to ensuring the safety, health, and general welfare of all of its residents. However, the public continues to express concern that access to public and private property is being impeded or prevented by people camping on public property, by the storage of personal items on public property, and by people using the public rights-of-way to sit, sleep, and lie down.

In 2024, the United States Supreme Court issued new law addressing the enforcement of laws regarding sleeping, camping, and storing personal property in public parks and public places in City of Grants Pass, Oregon v. Johnson, et al., 144 S. Ct.2202 (2024) (“Grants Pass”).

Based upon the court’s ruling, City Staff recommends adding to and amending the Santa Ana Municipal Code to provide additional enforcement mechanisms to complement and enhance existing efforts to the on-going Quality of Life challenges experienced by our residents, visitors, and businesses.

ENVIRONMENTAL IMPACT
There is no environmental impact associated with this action.

City Council 32 – 2 11/19/2024
Ordinance Adding Article XIV to Chapter 10 (Crimes and Miscellaneous Law Enforcement Provision) and Amending Related Sections in Chapter 31, Chapter 33 and Chapter 36 of the Santa Ana Municipal Code
November 19, 2024

Page 3 ends

FISCAL IMPACT
There is no fiscal impact associated with this action.

EXHIBIT(S)

1. Ordinance (Redline for First Reading)
Submitted By: Robert Rodriguez, Acting Police Chief
Approved By: Alvaro Nuñez, City Manager
City Council 32 – 3 11/19/2024
Ordinance No. NS-XXX

Page 1 of 16 ends

ORDINANCE NO. NS-XXX

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF

SANTA ANA ADDING ARTICLE XIV (PROHIBITING

INTERFERENCE WITH AND ACCESS TO PUBLIC
PROPERTY) TO CHAPTER 10 (CRIMES AND

MISCELLANEOUS LAW ENFORCEMENT PROVISIONS)

OF THE SANTA ANA MUNICIPAL CODE AND AMENDING
RELATED SECTIONS IN CHAPTER 10, CHAPTER 31
(RECREATION, PARKS AND PLAYGROUNDS), CHAPTER
33 (STREETS, SIDEWALKS AND PUBLIC WORKS, AND
CHAPTER 36 (TRAFFIC) TO PROHIBIT CONDUCT THAT

INTERFERES WITH PUBLIC RIGHTS OF ACCESS TO

PUBLIC PROPERTY TO ADDRESS CHANGES IN LAW

BROUGHT ABOUT BY CITY OF GRANTS PASS, OREGON
V. JOHNSON, ET. AL., 144 S. Ct. 2202 (2024)
WHEREAS, Section 200 of the City Charter of the City of Santa Ana (“City”) vests the City Council with the authority to make and enforce all laws, rules and regulations with respect to municipal affairs subject only to the restrictions and limitations contained in the City Charter and the State Constitution, and the power to exercise, or act pursuant to any and all rights, powers, and privileges or procedures granted or prescribed by any law of the State of California; and
WHEREAS, on August 8, 1992, the City of Santa Ana adopted Ordinance No. 2160, adding provisions to Chapter 10 (Crimes and Miscellaneous Law Enforcement Provisions) to address, regulate and enforce violations of both camping and storage of personal property in parks, streets and public parking lots or public spaces, improved or unimproved; and
WHEREAS, the stated purpose of Article VIII (Camping and Storage of Personal Property) at Section 10-400 was to “maintain public streets and areas within the City of Santa Ana in a clean and accessible condition”; and
WHEREAS, on May 3, 1993, the City of Santa Ana adopted Ordinance No. 2194 amending Article VIII to modify the definition of “camp”; and WHEREAS, the City’s adoption of Section 10-400, et. seq. was challenged by three homeless individuals arguing, on various grounds, that the law was unconstitutional; and
WHEREAS, in Tobe v. City of Santa Ana, 9 Cal.4th 1069, the Supreme Court held that the ordinance did not impermissibly restrict the right to travel and was not unconstitutionally vague or overbroad; and
WHEREAS, the City is committed to ensuring the safety, health and general welfare of all of its residents, visitors and businesses; and EXHIBIT 1
City Council 32 – 4 11/19/2024
Ordinance No. NS-XXX

Page 2 of 16 ends

WHEREAS, as part of that commitment, it has been and continues to be the obligation of the City to keep the public areas clean and available for public use and to ensure access by the public to all property, both public and private, by the disabled, elderly, families, children, and visitors to the City of Santa Ana; and WHEREAS, the City has taken proactive measures to address the underlying issues leading to unlawful camping and the storage of personal items on public property, including, but not limited to, the implementation of two outreach and engagement teams to address needed resources for unsheltered persons in the City, possible through the use of grants and the expenditure of City funds; and
WHEREAS, the Santa Ana Multi-Disciplinary Response Team (SMART), a pilot program between the City and CityNet, is a specialized non-police response team that provides outreach via direct field engagement, to offer resources including shelter and connections to mental health and medical treatment in association; and WHEREAS, the Quality of Life Team (QOLT) is a multi-disciplinary team to address quality of life issues throughout the City. The team problem solves issues regarding homelessness in the field including outreach services, encampment clean-up and enforcement action when necessary; and
WHEREAS, on June 12, 2022, the City also opened the Navigation Center which operates 24 hours a day, seven days a week, providing 200 beds for men, women, couples and families, a commercial kitchen, and an outdoor area for participants and their pets, to provide shelter to unsheltered persons in the City of Santa Ana; and WHEREAS, in 2023, the Department of Housing and Urban Development (“HUD”) released its Annual Housing Assessment Report, which estimated that there are 653,104 homeless Americans, based on its annual Point-In-Time (“PIT”) Count, representing a

12.1% increase from the same report in 2022; and
WHEREAS, HUD data also provided that California is home to four (4) of the nation’s top ten major metropolitan areas with the largest number of persons experiencing homelessness, along with New York, Texas and Florida; and WHEREAS, in May of 2024, the County of Orange’s released its 2024 PIT Count and estimated that a total of 7,322 persons experiencing homelessness were living in Orange County, a 28% increase from two years prior; and WHEREAS, from that same count, it was estimated that the City of Santa has 871 unsheltered persons living in the City, a significant increase from 2022, where it was estimated the City had 508 unsheltered persons living in the City; and WHEREAS, recently, the Supreme Court issued new law addressing the enforcement of laws regarding sleeping, camping and storing personal property in public City Council 32 – 5 11/19/2024
Ordinance No. NS-XXX

Page 3 of 16 ends

parks and public places in City of Grants Pass, Oregon v. Johnson, et al., 144 S. Ct.2202 (2024) (“Grants Pass”); and
WHEREAS, although the City of Santa Ana adopted municipal code regulations to address interference and access to public areas and continues to look for ways to provide necessary resources to the unsheltered in order to provide a multi-faceted and holistic approach to ensuring the safety, health and general welfare of all of its residents, the public continues to express concern that access to public and private property is being impeded or prevented by people camping on public property, by the storage of personal items on public property, and by people using the public rights-of-way to sit, sleep and lie down; and
WHEREAS, other public spaces, including public plazas and public rights-of-way as well as other public property not covered by existing regulations, are similarly intended for the use and enjoyment of all members of the community and should be maintained in a safe and accessible condition; and
WHEREAS, the storage of unattended personal property on public property also creates a particular safety and security risk to the public requiring additional, broader regulations; and
WHEREAS, for all of the foregoing reasons, the City Council desires to amend the Santa Ana Municipal Code to provide additional protections for the public health, safety and general welfare and additional enforcement mechanisms for those purposes.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SANTA ANA, CALIFORNIA, DOES HEREBY ORDAIN AS FOLLOWS:

Section 1. The recitals above are each incorporated by reference and adopted as findings by the City Council.

Section 2. The City Council finds and determines, in accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, that the introduction and adoption of this ordinance is not subject to CEQA pursuant to Sections 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 16060(c)(3) (the activity is not a project as defined in Section 15378) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential for resulting in physical change to the environment.

Section 3. Article VIII (Camping and Storage of Personal Property) of Chapter 10 is hereby amended to read as follows:

ARTICLE VIII. – CAMPING AND STORAGE OF PERSONAL PROPERTY Sec. 10-401. - Definitions.

City Council 32 – 6 11/19/2024
Ordinance No. NS-XXX

Page 4 of 16 ends

Unless the particular provisions or the context otherwise requires, the definitions contained in this section shall govern the construction, meaning and application of words and phrases used in this article.
(a) Camp means to pitch or occupy camp facilities; to use camp paraphernalia. (1) to pitch or occupy camp facilities;
(2) to use camp paraphernalia; or
(3) to use property for living accommodation purposes or to use a vehicle for human habitation. A person shall be considered to be using property for living accommodation purposes if the person admits they are camping; the person is using a camp facility or camping paraphernalia between the hours of 10 p.m. and 6:00 a.m. to live in a vehicle or outdoors or remain outdoors overnight; or, based on the totality of the circumstances, it is established that a person is using the property to live, dwell or reside, which is exemplified by the person sleeping or preparing to sleep outdoors; the person having with them damaged recreational equipment that cannot be used for its intended purpose; the person having with them camp stoves, pots, pans, or other cooking equipment in an area that is not designated for cooking; the person having with them a sleeping bag, sleeping pad, blanket, pillow, bedroll or other similar bedding; the person having with them trash, recyclables, rubbish, or other garbage; the person having with them blankets, pillows or cardboard boxes that are used for weather protection; the person having with them human waste, animal waste or medical waste that is stored in buckets, bottles or similar containers; and/or the person bathing or grooming themselves outside of facilities designated for these purposes.
(b) Camp facilities include, but are not limited to, tents. huts or temporary shelters. (c) Camp paraphernalia includes, but is not limited to, tarpaulins, cots, beds, sleeping bags, hammocks or non-city designated cooking facilities and similar equipment.
(d) Civic Center means the area in the City of Santa Ana, County of Orange, State of California, bounded by Sycamore Street on the east, Civic Center Drive West on the north, Shelton Street on the west, and Santa Ana Boulevard on the south. (e) Store means to put aside or accumulate for use when needed, to put for safekeeping, to place or leave in a location.
(e) Landscaped Area means all improved landscaped areas, except for open grass areas.

City Council 32 – 7 11/19/2024
Ordinance No. NS-XXX

Page 5 of 16 ends

(f) Street means the same as defined in section 1-2 of this Code. (f) Park means the same as defined in section 31-1 of this Code. (g) Personal Property means tangible personal belongings or possessions, which shall include any movable or tangible thing that is subject to ownership; property or chattels that can be seen, weighed, measured, felt, or touched, including, but not limited to, furniture, appliances, items used for camping such as tents or bedding, money, books, and “shopping carts” as defined in Sec. 33-210 of this Code.
(h) Public plaza means an open public area that is owned or controlled by the State, the County, the City, or other public entity that has been physically improved, where people can gather, including, but not limited to, Plaza of the Flags and Plaza Calle Quatro.
(i) Public rights-of-way or right-of-way means any place of any nature which is dedicated for use by the general public for pedestrian and vehicular travel, and includes, but is not limited to, a street, sidewalk, curb, crossing, intersection, parkway, highway, boulevard, road, roadway, tunnel, bridge, thoroughfare or any other similar public way, or a utility easement in which the City has an interest. (j) Store, Stored, Storing or Storage means to put aside or accumulate for use when needed, to put for safekeeping, to place or leave in a location. Moving personal property to another location on public property or returning personal property within 1,000 feet from a location where a person previously received a citation for violation of Section 10-403 within a thirty (30) day period shall be considered storing personal property and shall not be considered to be removing the personal property from public property.
(k) Street means the same as defined in section 1-2 of this Code. (l) Tent means any tarp, cover, hut, structure, enclosure or shelter, made of any material that is not open on all sides and which hinders an unobstructed view behind or into the area surrounded by the tarp, cover, hut, structure, enclosure, or shelter.

Sec. 10-402. - Unlawful camping.

It shall be unlawful for any person to camp, occupy camp facilities or use camp paraphernalia in the following areas, except as otherwise provided:
(a) Any street;
City Council 32 – 8 11/19/2024
Ordinance No. NS-XXX

Page 6 of 16 ends

(b) Any public parking lot or public area, improved or unimproved; (c) Any Landscaped Area;
(d) Any public rights-of-way;
(e) Any public plaza;
(f) The Civic Center;
(g) Any median;
(h) Any park.

Sec. 10-403. - Storage of personal property in public places.

It shall be unlawful for any person to store personal property, including camp facilities and camp paraphernalia, in the following areas, except as otherwise provided by resolution of the city council:
(a) Any park;
(b) Any street;
(c) Any public parking lot or public area, improved or unimproved.; (d) Any Landscaped Area;
(e) Any public rights-of-way;
(f) Any public plaza;
(g) The Civic Center.

Sec. 10-404 – Enforcement.
(a) Any person who violates this Article may be charged with an infraction or a misdemeanor at the discretion of the City officer.
(b) In addition to any other remedy allowed by law, any person who violates a provision of this Article is subject to criminal sanctions, civil actions, and administrative penalties pursuant to Section 1-8 of the Santa Ana Municipal Code.

City Council 32 – 9 11/19/2024
Ordinance No. NS-XXX

Page 7 of 16 ends

(c) All remedies prescribed under this Article are cumulative and the election of one or more remedies does not bar the City from the pursuit of any other remedy to enforce this Article.
(d) An individual charged violation of this Article, in lieu of being taken to jail, may, at the election of the citing police officer and with consent of the individual, be taken to a facility providing social services related to mental health, housing, and/or substance abuse treatment.

Section 4. Article X (Civic Center Regulations) of Chapter 10 is hereby amended to read as follows:

ARTICLE X. - CIVIC CENTER REGULATION
Sec. 10-550. - Camping in the Civic Center.
(a) For the purposes of this article, "camping" or "camp" is defined as the use of the public areas of the Civic Center for living accommodation purposes such as sleeping activities, or making preparations to sleep (including the laying down of bedding for the purpose of sleeping), or storing personal belongings, or making any fire, or using any tents or shelter or other structure or vehicle for sleeping or doing any digging or earth breaking or carrying on cooking activities. (b) For the purposes of this article, "Civic Center" is defined as the area in the City of Santa Ana, County of Orange, State of California, bounded by Sycamore Street on the east, Civic Center Drive West on the north, Shelton Street on the west, and Santa Ana Boulevard on the south.
(c) The activities listed in subsection (a) above constitute camping when it reasonably appears, in light of all the circumstances, that the participants, in conducting these activities, are in fact using the area as a living accommodation regardless of the intent of the participants or the nature of any other activities in which they may be engaging.
(d) No person shall camp in the Civic Center.
(e) Short-time, casual sleeping which does not occur in the context of using the Civic Center for living accommodations will not be affected by this section.

Sec. 10-551. - Storage of property prohibited in civic center. (a) Within the civic center, possession and/or use of the following items or engagement in the following activities are prohibited:
(1) Placement of any item in a manner that impedes pedestrian access to/through the public walkways or general right-of-way.

City Council 32 – 10 11/19/2024
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(2) Placement or use of an upright structure or materials to form a wall or barrier, but not including umbrellas, canopies, or other shade structures so long as they do not create enclosed spaces on civic center public property.
(3) Construction and landscaping materials including but not limited to, lumber, pallets, plywood, paint, drywall, nails, screws, hammers, screwdrivers, small hand tools, or cutting tools.
(4) Compressed gas containers, except for in-use medical purposes. (5) Weapons.
(6) Generators, solar panels, or motorized vehicle batteries or accessories. (7) Machinery, including but not limited to, power tools or construction equipment.
(8) Amplifiers.
(9) Hazardous chemicals or materials.
(10) Barbecues or grills.
(11) Propane tanks.
(12) Gasoline or other similar combustible or flammable liquids, gases or solid fuels.
(13) Shopping carts (See also section 33-215).
(14) Furniture, including but not limited to, recliner chairs, mattresses, sofas, coffee tables, desks, chests of drawers, and bookcases. (15) Athletic equipment such as baseball bats, boxing apparatus, weights, hockey sticks, golf clubs or similar items.
(16) Any structure or apparatus that can be described or used as an outdoor shower.
(17) Any items used as temporary toilets for human waste. (18) Storage of non-functioning bicycles or bicycle parts. (19) Storage, dismantling and sorting of any discarded recyclable materials such as newspapers, metals, cans, or bottles.

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(20) Area rugs or carpets.
(21) Running or stringing any utility cord or line into, upon, or across the civic center area.
(22) Conducting, advertising, announcing, or calling the public attention to the purchase, barter or sale of any article, good or service for sale or hire, unless by any regularly licensed business or concessionaire acting by and under the authority and regulation of the city.
(23) Possession or storage of any uncapped hypodermic needles, unless within a medically approved and sealed container.
(b) Notwithstanding subsection (a), a public agency, a non-profit entity or an individual shall not be in violation of this section if they have a permit or written permission from the city manager, or his or her designee, to possess the prohibited items or engage in the identified activities in connection with an approved contract for work, event or celebration.
(c) Subsection (a)(2) shall not be enforced while it is raining.

Sec. 10-552. Sec. 10-550 - Limitation of animals in the civic center.

No person shall own, keep or harbor more than three (3) animals in the civic center, except for service dogs as defined by law.

Sec. 10-553.. Sec. 10-551 - No vehicles in pedestrian areas in the civic center.

No person shall operate or park a motorized vehicle in the civic center, except on a vehicular road designated for that purpose in the civic center, without the written permission from the city manager, or his or her designee, provided however, that this section shall not apply to motorized personal assistive devices or law enforcement vehicles, maintenance vehicles or contractor vehicles on civic center plazas, walkways or other areas intended for pedestrians where the drivers of these vehicles are on the property to fulfill their professional responsibilities.

Sec. 10-554. Sec. 10-552 - Permit required to provide organized services in the civic center.
(a) No person, entity, organization or business shall provide organized food, medical or social services or events in the civic center without first obtaining an event permit in accordance with policies adopted by the city manager, or his or her designee, and any applicable licenses or permits required to provide such services or access to civic center property. The purpose of this section is to ensure that all services are provided in an organized manner by those who have City Council 32 – 12 11/19/2024
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the proper experience and/or credentials needed to provide the service and who have submitted a set-up and clean-up plan to the city.
(b) This section shall not apply to city, county, state or federal employees conducting official business or those who are contracted by these agencies to provide services related to that official business.

Section 5. Article XIV is hereby added to Chapter 10 to read as follows:

ARTICLE XIV. – PROHIBITING INTERFERENCE WITH AND ACCESS TO PUBLIC

PROPERTY
Sec. 10-850. – Definitions.
(a) Landscaped Area means the same as defined in Sec. 10-401 of this Code. (b) Park means the same as defined in Sec. 31-1 of this Code. (c) Personal Property means the same as defined Sec. 10-401 of this Code. (d) Public Plaza means the same as defined Sec. 10-401 of this Code. (e) Public Property means all property owned or controlled by the State, the County, the City, or other public entity including, but not limited to, any publicly owned or controlled building, structure, restroom, bridges, beach, parking garage, parking lot, passageway, pier, public rights-of-way, driveway, landscaped area, parkway, median, greenbelt, open space, public park, or park facility.
(f) Public rights-of-way or public right-of-way means the same as defined in Sec. 10- 401 of this Code.
(g) Store, Stored, Storing or Storage means the same as defined Sec. 10-401 of this Code
(h) Tent means the same as defined Sec. 10-401 of this Code. (i) Unattended means no person is present with the personal property who asserts or claims ownership over the personal property.

Sec. 10-851. - Sitting, Lying, or Sleeping, or Storing, Using, Maintaining or Placing Personal Property on Public Property.
(a) No person shall fix in place, store, maintain or leave personal property that is unattended on public property.

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(b) No person shall set up, make use of, fix in place, store, locate, maintain, or leave behind a tent on public property.
(c) No person shall sleep, lay down, or lodge in a public restroom. (d) No person shall sleep or lay down on a public bench or bike rack. (e) No person shall sit in any moveable chair, bucket, crate, cooler, or similar personal property, sleep, or lay down upon a public right-of-way, street, park, public plaza, or the Civic Center.
(f) No person shall remain upon any public plaza, park or Civic Center between the hours of 10:00 p.m. and 6:00 a.m. the following morning, except it shall not be a violation of this subsection for a person to traverse a park, public plaza or Civic Center without stopping.
(g) No person shall sit, lie, or sleep or store, use, maintain, or place personal property on a median or landscaped area.
(h) No person shall obstruct public or private access by sitting, lying, or sleeping on public property or by storing, using or maintaining, or placing personal property on public property:
(1) In a manner that obstructs or impedes passage, as provided by the Americans with Disabilities Act;
(2) On or within twenty (20) feet of any operational or utilizable driveway, ramp, or loading dock;
(3) On or within twenty (20) feet of any fire hydrant, fire plug or other connection used by the Fire Department;
(4) Within twenty (20) feet of the entrance to the public restroom or park; (5) Within fifty (50) feet of an operational and utilizable entrance or exit to any building, establishment, retail store, restaurant, office building or other place into which the public is invited;
(6) Within ten (10) feet of an automatic teller machine or any door that provides access to the automatic teller machine;
(7) Within ten (10) feet of an electronic vehicle charging station, parking pay station or parking meter;
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(8) Within ten (10) feet of a sidewalk ramp, or the corner where any street, roadway, highway, or alley intersect.
(9) In a manner that unreasonably interferes with the use of the public right-ofway by motor vehicles, pedestrians or bicycles; or (10) Within five hundred (500) feet of a college, school, day care center, or cancer treatment facility.
(i) It shall not be a violation of subsection (h) for a person to sit for purposes or viewing a legally conducted parade or similar lawful or permitted event.

Sec. 10-852. Enforcement
(a) Any person who violates this Article may be charged with an infraction or a misdemeanor at the discretion of the City officer.
(b) In addition to any other remedy allowed by law, any person who violates a provision of this Article is subject to criminal sanctions, civil actions, and administrative penalties pursuant to Section 1-8 of the Santa Ana Municipal Code.
(c) All remedies prescribed under this Article are cumulative and the election of one or more remedies does not bar the City from the pursuit of any other remedy to enforce this Article.
(d) An individual charged violation of this Article, in lieu of being taken to jail, may, at the election of the citing police officer and with consent of the individual, be taken to a facility providing social services related to mental health, housing, and/or substance abuse treatment.

Section 6. Article I (In General) of Chapter 10 is hereby amended to add new sections and amend others to read as follows:

Sec. 10-95. Loitering in Public Benches, etc.

No person shall loiter, stand, lie, sleep, sit or in any manner obstruct public or private access, by ingress or egress, in or at the entrance of any public or private building so as in any manner to obstruct such ingress or egress access.

Sec. 10-98. Obstructing Public or Private Access.

No person shall sleep, lay down, or lodge in a public restroom.

Sec.10-100. Prohibition of obstructive matter in the public right-of-way.

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(a) No person shall place, maintain, store, abandon, affix, attach or otherwise cause the location of any obstructive matter on any street, sidewalk, alley or parkway within any part of the public right-of-way, including all of the following:
(1) Or in a manner that obstructs or impedes passage, as provided by the American with Disabilities Act;
(2) On or within twenty (20) feet of any operational or utilizable driveway, ramp, or loading dock;
(3) On or within twenty (20) feet of any fire hydrant, fire plug or other connection used by the Fire Department;
(4) Within twenty (20) feet of the entrance to a public restroom, public park, public trail or public path;
(5) Within fifty (50) feet of an operational and utilizable entrance or exit to any building, establishment, retail store, restaurant, office building or other place into which the public is invited;
(6) Within ten (10) feet of an automatic teller machine or any door that provides access to the automatic teller machine;
(7) Within ten (10) feet of an electric vehicle charging station, parking pay station or parking meter;
(8) Within ten (10) feet of a sidewalk ramp, or the corner where any street, roadway, highway, or alley intersect;
(9) In a manner that unreasonably interferes with the use of the public right-of-way by motor vehicles, pedestrians or bicycles; or
(10) Within five hundred (500) feet of a college, school, day care center, or cancer treatment center.
(b) Except as excluded under paragraph (c) of this section, any object, material or substance which hinders or prevents the free passage of the public on that part of the public right-of-way where it is located shall constitute obstructive matter for purposes of this section.
(c) The following shall not constitute obstructive matter for purposes of this section:
(1) Legally parked vehicles;
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(2) Trash and refuse placed for collection by the municipal collection service; (3) Objects placed for a period not exceeding one (1) hour for purposes of loading or unloading, provided such activity is not part of a regular course of conduct; (4) Temporary drainage of water, provided that public passage and access to abutting property remains open and no hazard to health or safety is created; (5) Minor encroachment of buildings and such appurtenances to buildings as are not readily capable of removal;
(6) Any legally located bus passenger bench or shelter or material located in accordance with any municipal permit or authorization or with any requirement or regulation of any state or federal agency or with any requirement of law. (d) Nothing in this section shall be construed to in any way limit any other rights or remedies to which the city may be entitled to abate any obstruction or encroachment in the public right-of-way.

Section 7. Chapter 31 (Recreation, Parks and Playgrounds) is hereby amended to add new sections and amend others to read as follows:

Sec. 31-2.3.1 Storage of personal property in parks.

Any personal property left in any park at the time the park is closed to the public, whether or not the personal property is attended, shall be stored pursuant to existing City policy which provides due process and a right to retrieve the personal property.

Sec. 31-2.12.1 Restroom and bathing facilities-no loitering or sleeping.

No person shall sit, sleep, lay down or lodge in a park restroom.

Section 8. Section 33-113 of Article IV (Benches and Bus Shelters) of Chapter 33 (Streets, Sidewalks and Public Works) is hereby amended to read as follows:

Sec. 33-113 Interference with benches or bus shelters.
(a) It shall be unlawful for any person, firm, corporation or association, to tamper with, injure, deface or commit acts of vandalism upon any bench or bus shelter lawfully upon a public way, pursuant to the provisions of this article. (b) It shall be unlawful for any person to utilize by sitting, laying or standing upon a bus bench during hours when the bus route is not in operation as stated in the posted sign announcing the bus route and the time of operations.

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(c) It shall be unlawful for any person to utilize a bus bench prior to one (1) hour before bus service commences and immediately following the ending of bus services at the specific bus stop.
(d) It shall be unlawful for any person to sleep or lay on any bus bench. (e) It shall be unlawful for any person to store personal property on or adjacent to a bus bench.

Section 9. Section 36-118 of Article III (Pedestrians) of Chapter 36 (Traffic) is hereby amended to read as follows:

Sec. 36-118 Standing in median; storage of property in median. (a) No person shall stand, walk or sit on any median other than in a safety zone or in a crosswalk. This section shall not apply to any public officer, construction worker or employee of a public utility or its agent acting in the line of duty if such presence on the median is necessary to carry out the functions of the job. (b) No person shall store or place personal property on any median.

Section 10. 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 11. This Ordinance shall become effective thirty (30) days after its adoption.

Section 12. The City Clerk shall certify the adoption of this ordinance and shall cause the same to be published as required by law.

ADOPTED this _______ day of ___________, 2024.
_________________________
Valerie Amezcua
Mayor
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APPROVED AS TO FORM:

Sonia R. Carvalho, City Attorney
By:_________________________
Melissa M. Crosthwaite
Senior 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 Ordinance No.

NS-____________ to be the original ordinance adopted by the City Council of the City of Santa Ana on _______________, and that said ordinance was published in accordance with the Charter of the City of Santa Ana.

Date: ________________ ____________________________________ City Clerk
City of Santa Ana
City Council 32 – 19 11/19/2024
City Manager’s Office
www.santa-ana.org/city-managers-office
Item # 33
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
November 19, 2024
TOPIC: Investigation regarding Councilmember Johnathan Ryan Hernandez

AGENDA TITLE
Investigation Regarding Councilmember Johnathan Ryan Hernandez (Continued from the Special Meeting of October 28, 2024; Item No. 1)

RECOMMENDED ACTION
Discuss and Address Potential Remedies Regarding the Investigator’s Sustained Findings Regarding Councilmember Johnathan Ryan Hernandez and Take Potential Action or Direct Staff Accordingly.

GOVERNMENT CODE §84308 APPLIES: No

DISCUSSION
At the October 15, 2024 City Council meeting, as part of the Closed Session Report section of the agenda, the City Attorney shared an update on Ethics Code investigations relating to Mayor Amezcua and Councilmember Hernandez. Members of the City Council directed the City Attorney and City Manager to return to the City Council with an agenda item relating to discussing options pertaining to the investigation’s sustained findings regarding Councilmember Hernandez.

At the October 28, 2024 special City Council meeting, the City Council discussed potential remedies regarding the investigation’s sustained findings regarding Councilmember Hernandez and directed staff to continue the matter to a future meeting.

ENVIRONMENTAL IMPACT
There is no environmental impact associated with this action.

FISCAL IMPACT
There is no fiscal impact associated with this action.

City Council 33 – 1 11/19/2024
Investigation regarding Councilmember Johnathan Ryan Hernandez November 19, 2024

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EXHIBIT(S)

1. City of Santa Ana Investigation re Councilmember Johnathan Ryan Hernandez - Executive Summary
Submitted By: Alvaro Nuñez, City Manager
Approved By: Alvaro Nuñez, City Manager
City Council 33 – 2 11/19/2024
City Council 33 – 3 11/19/2024
City Council 33 – 4 11/19/2024
City Council 33 – 5 11/19/2024
City Council 33 – 6 11/19/2024
City Council 33 – 7 11/19/2024
City Council 33 – 8 11/19/2024
City Council 33 – 9 11/19/2024
City Council 33 – 10 11/19/2024
City Council 33 – 11 11/19/2024
City Council 33 – 12 11/19/2024
City Council 33 – 13 11/19/2024
Planning and Building Agency
www.santa-ana.org/planning-and-building
Item # 34
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
November 19, 2024
TOPIC: Appeal Application No. 2024-01 for Construction of a 23’-4” Tall Accessory Building (2221 N Heliotrope Drive)

AGENDA TITLE
Public Hearing - Appeal Application No. 2024-01, Appealing the Decision of the Planning Commission to Approve Conditional Use Permit (CUP) No. 2022-06 Allowing the Construction of an Accessory Structure within the Rear Yard of an Existing SingleFamily Residence Located at 2221 North Heliotrope Drive (APNs: 002-081-45 And 002- 081-46)
Legal notice published in the OC Reporter on November 6, 2024 and mailed on November 7, 2024.

RECOMMENDED ACTION

1. Adopt a resolution denying Appeal Application No. 2024-01, upholding the Planning Commission’s approval of a resolution to approve Conditional Use Permit (CUP) No. 2022-06 to allow the construction of an accessory structure within the rear yard of an existing single-family residence located at 2221 North Heliotrope Drive (APNs: 002-081-45 and 002-081-46).

RESOLUTION NO. 2024-XXX entitled A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA DENYING APPEAL APPLICATION NO. 2024-01

AND UPHOLDING THE DETERMINATION OF THE PLANNING COMMISSION TO APPROVE CONDITIONAL USE PERMIT NO. 2022-06 AS CONDITIONED

TO ALLOW THE CONSTRUCTION OF AN ACCESSORY STRUCTURE

EXCEEDING FIFTEEN FEET IN HEIGHT WITHIN THE REAR YARD OF THE PROPERTY LOCATED AT 2221 NORTH HELIOTROPE DRIVE (APN: 002-081- 45 AND 002-081-46)

2. Determine that, pursuant to the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the project is exempt from further review pursuant to Section 15303 of the CEQA Guidelines (Class 3-New Construction or Conversion of Small Structures) because the project involves the construction of a small accessory structure.

City Council 34 – 1 11/19/2024
Appeal Application No. 2024-01 for Construction of a 23’-4” Tall Accessory Building (2221 N Heliotrope Drive)
November 19, 2024

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GOVERNMENT CODE §84308 APPLIES: Yes

EXECUTIVE SUMMARY
Chan Quang and Quynh Dinh Kieu (property owners and applicants) requested approval of Conditional Use Permit (CUP) No. 2022-06 to allow the construction of an accessory structure within the rear yard of an existing single-family residence located at 2221 North Heliotrope Drive (APNs 002-081-45 and 002-081-46). Pursuant to Section 41-232.5 of the Santa Ana Municipal Code (SAMC), accessory buildings more than 15 feet in height, or more than one story require, approval of a CUP. The property owners proposed an accessory structure referred to as a moon pavilion (“pavilion”) with a total height of 23’-4”, triggering discretionary review and approval by the Planning Commission. Staff recommended approval of the applicant’s request because the applicant revised the proposal to address Planning Commission and neighborhood’s concerns, stemming from the original public hearing on March 28, 2022. Specifically, the applicant relocated the proposed pavilion away from the south end of the property, updated the site plan to accurately depict existing and proposed conditions, provided photo simulations (e.g., conceptual renderings), and submitted building permit plans to address unpermitted work on an ancillary structure on the site. Moreover, staff recommended approval because the new proposed location minimizes impacts to surrounding areas and provides minimal change to the character or identity of the subject property and the neighborhood.

Table 1: Project and Location Information
Planning Commission Action and Background
On March 28, 2022, the Planning Commission held a duly noticed public hearing for the proposed project. At the public hearing, the Planning Commission engaged in extensive dialogue and expressed various concerns including the following:

Item Information
Project Address and Council Ward 2221 North Heliotrope Drive – Ward 3 Nearest Intersection Santa Clara Avenue and Heliotrope Drive General Plan Designation Low Density Residential (LR-7) Zoning Designation Single-Family Residence (R1)
North Single-Family Residences
East Single-Family Residences
South Single-Family Residences
Surrounding Land Uses
West Single-Family Residences
Property Size 0.90 acres (39,547 square feet)
Existing Site Development The subject site is developed with a two-story historic single-family residence known as the Maharajah House.

The Maharajah House is individually listed on the Register of Historical Properties as “Landmark” and a contributor to the Floral Park National Historic District.

Use Permissions Allowed with a conditional use permit (CUP) Zoning Code Sections Affected Uses Section 41-232.5
City Council 34 – 2 11/19/2024
Appeal Application No. 2024-01 for Construction of a 23’-4” Tall Accessory Building (2221 N Heliotrope Drive)
November 19, 2024

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• History of unpermitted work on the site. More recently, an existing permitted pool house was significantly altered without the required City building permits as substantiated by site aerials;
• Potential concerns regarding any proposed lighting within the structure; • Concerns regarding City oversight during construction; • Primary structure’s landmark historic status and Mills Act agreement; • Proposed structure’s compatibility/historic setting considerations; and • Guidelines/standards for review of proposed project and historic setting considerations.

During the public comments section, various members of the public spoke in opposition to the project. The majority of the comments in opposition can be summarized as concerns regarding the massing, scale, and compatibility of the structure (i.e., too visible and too tall), as well as visual impacts to the community and impacts to the historic structure and site. After additional discussion, the Planning Commission first motioned to approve the project. The motion failed by a vote of 3-4. After the first motion failed, a second motion was made and approved unanimously to continue the public hearing to the April 25, 2022 Planning Commission meeting. This continuance was intended to provide staff time to evaluate options of reducing the visual impacts by considering other locations, scale, size massing, and screening, or a combination, to address community concerns.

On April 25, 2022, the Planning Commission held the continued public hearing. At the request of the property owners, the recommended action was to continue the public hearing item to a future date. The Planning Commission voted unanimously to continue the item indefinitely. The matter was thereafter heard at a regular meeting on August 26, 2024, and after receiving public testimony on the item, the Planning Commission voted unanimously (4-2-0-1; Escamilla and Benninger voting against the motion and Ramos absent) to adopt a resolution approving Conditional Use Permit (CUP) No. 2022-06 allowing the construction of the proposed accessory structure within the rear yard of an existing single-family residence located at 2221 North Heliotrope Drive (APNs: 002-081-45 and 002-081-46).

With its adoption of a resolution approving Conditional Use Permit (CUP No. 2022-06), the Planning Commission also modified condition of approval number eight (8) to make reference to Santa Ana Municipal Code (SAMC) sections limiting the use of the subject site to single-family residence. As drafted, the condition of approval restricts the use of the pavilion as a structure for private use and enjoyment by the private property owners, and requires that it not be designed or be intended for public access or viewing, or use by members of the general public. Moreover, the condition of approval states that the use of the structure and the subject property shall be prohibited from use for commercial purposes, including but not limited to, tours, museum use, festivals, etc. The site will be City Council 34 – 3 11/19/2024
Appeal Application No. 2024-01 for Construction of a 23’-4” Tall Accessory Building (2221 N Heliotrope Drive)
November 19, 2024

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required to remain and operate as a single-family residential site, or the conditional use permit may be subject to revocation as outlined in Section 41-651 of the SAMC.

On September 5, 2024, Peter Christoffersen, on behalf of himself and a group of Floral Park residential neighbors, submitted an appeal application pursuant to Section 41-645 of the SAMC (Exhibit 1) appealing the Planning Commission’s approval of CUP No. 2022-06. The appeal requests the following:

1. The Planning Commission approval of CUP No. 2022-06 be rescinded;

2. All new and/or outstanding City of Santa Ana building permit deficiencies be resolved before further consideration of additional projects on the site, including the proposed pavilion; and

3. That the Historic Resources Commission (HRC) review all landmark/historical/Mills Act compliance deficiencies and identify actions required to bring the property back to the original standard.

DISCUSSION
Project Description
The applicant is proposing to construct a freestanding pavilion approximately 205 square feet in size and 23’-4” in height, within the rear yard area of an existing singlefamily residence. The subject property is made up of two legal lots including assessor parcel numbers (APNs) 002-081-45 and 002-081-46. The pavilion would only be located on one parcel (APN: 022-081-45). The pavilion is proposed to be located towards the northeast corner of the property, approximately 15 feet from the rear (east) property line and 12 feet from the side (north) property line, behind an existing six foot high stucco wall and behind existing mature landscaping (e.g., 25-foot tall mature tree and mature bamboo). The pavilion would also be located approximately 30 feet east from the existing residence and approximately 16 feet from an existing, freestanding two-story accessory structure.

As designed, the structure would be ancillary and subordinate to the main single-family residence. The height of the proposed structure in comparison to the main residence is illustrated on the architectural plan set provided by the architect (see Exhibit 5). The height of the existing residence is approximately 25 feet while the tallest point of the pavilion (pavilion roof peak) is proposed to be a maximum of 23’-4”. The pavilion is designed in hexagonal shape and would include three “segments,” with the main floor elevated from the ground floor approximately seven feet and six-inches. The main floor would be accessed by a wood staircase and would have a clearance of floor seven feet and six-inches. The last segment would be from the top plate to the roof peak level, which is approximately eight feet and four-inches in height (total height 23’-4”). There are two additional structures on the site, including a detached two-story accessory structure and a freestanding one-story garden house. The two-story structure is City Council 34 – 4 11/19/2024
Appeal Application No. 2024-01 for Construction of a 23’-4” Tall Accessory Building (2221 N Heliotrope Drive)
November 19, 2024

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approximately 20 feet in height, while the garden house is a maximum 15 feet in height to the tallest ridge point.

As described by the applicants, the pavilion was previously built in Vietnam. The structure is built in a traditional Vietnamese design and was fabricated by Vietnamese artisans. The pavilion structure was disassembled, shipped to Santa Ana, and would be reconstructed on the subject property. As proposed, the pavilion would share a similar design, materials, and cultural characteristics as various other structures on the site, including an existing garden house. Specifically, the structure would include prefabricated wood post members, traditional Vietnamese hand-carved wood details, and would include clay roofing tile. Lastly, the installation of the structure would be designed and overseen by a licensed structural engineer and the structure would not include mechanical or plumbing equipment. The structure would include two electrical outlets and limited accent lighting, including two to four light fixtures within the structure and three to six landscape/up-lights at the base.

Analysis of Appeal
Appeal Application No. 2024-01
Pursuant to Section 41-645 of the SAMC, the appellant is requesting that: (1) the City Council overturn the Planning Commission’s decision approving CUP No. 2022-06; (2) require all new and/or outstanding City of Santa Ana building permit deficiencies be resolved before further consideration of the proposed pavilion; and (3) that the HRC review all landmark/historical/Mills Act compliance deficiencies and identify actions required to bring the property back to original standard. Specifically, the appellant states that:

1. The structure will significantly exceed the existing six-foot high fence and it will be clearly visible from Santa Clara Avenue, despite existing planting and required plantings;

2. The approval of the CUP provides a dangerous precedent providing “tacit” permission to other residents (both within Floral Park and in other neighborhoods within Santa Ana) to erect structures that may clearly fall outside the architectural compatibility of the historic neighborhood;

3. The existing accessory structures on the site and the proposed pavilion are not consistent with the Art Moderne style and detract from the historical designation of the home and the neighborhood as a whole;

4. The property owners have shown a proclivity to violate the statutory requirements of designation as an historical landmark as well as violating the SAMC;

5. The property owner’s use of the site as a cultural center (e.g., seasonal cultural gatherings, festivals, and tours) that brings a high volume of cars and school buses; and

6. Questions whether the Planning Commission visited the site prior to approving CUP No. 2022-06 to view the property and surrounding homes and whether the Planning Commission gave any consideration of the recent designation of Floral City Council 34 – 5 11/19/2024
Appeal Application No. 2024-01 for Construction of a 23’-4” Tall Accessory Building (2221 N Heliotrope Drive)
November 19, 2024

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Park as a National Historic District. Moreover, the appellant provides further questions about whether the owners will be held accountable for obtaining retroactive building permits for an accessory dwelling unit (ADU), as well as maintenance/upkeep of the “historically important home,” and how the City will monitor the site to ensure it is not being used as a cultural center.

Staff notes that the appellant does not provide any evidence to substantiate that the proposed project would adversely impact the community, pursuant to Section 41-638 of the SAMC. Specifically, the appellant does not provide evidence that the project will be a detriment to the general wellbeing of the neighborhood or the community; detrimental to the health, safety, or general welfare of persons residing or working in the vicinity; would adversely affect the present economic stability or future economic development of property in the surrounding area; does not comply with the regulations and conditions specified in this chapter for such use; and would adversely affect the general plan of the city or any specific plan applicable to the area of the proposed use. Nevertheless, a comprehensive response on the appeal items previously outlined has been prepared and can be found in Exhibit 6.

Site and Project Background
The site contains a historical structure known as the Maharajah House, which was constructed in 1938 and was placed in the Santa Ana Register of Historical Properties (“Register”) and categorized as “Landmark” in 2003. The property qualifies for listing in the Santa Ana Register under Criterion 1 for its exemplification of the Art Moderne variant of the Moderne style and under Criterion 4b, for its association with a foreign ruling family, the Holkars of Indore, India. Moreover, the property satisfied two criteria for landmark categorization: “unique architectural significance” as an example of the Art Moderne style in Santa Ana and “historic/cultural significance” as the residence of a sitting ruler of Indore. The Maharajah House is also listed as contributor to the Floral Park National Historic District. Lastly, the City of Santa Ana entered into a Mills Act Agreement with the property owners in 2014. For reference, additional historic information on the property can be found in Exhibit 3.

The subject site was previously improved with a freestanding one-story garden house with a porch, built in 2004. Similar to the proposed pavilion, the garden house was dismantled, shipped from Vietnam, and reconstructed on the property. The garden house was built in Vietnam circa 1847 and was brought over piece by piece to Santa Ana. At the time, the property owners also imported a bell tower with three 18th- and 19th-century bells, marble sculptures, a collection of 11th-century foo dogs, and a water feature. The building permits for the garden house were reviewed and processed administratively by City staff. Pursuant to Chapter 30 of the SAMC, on-site accessory structures can be reviewed and approved administratively by staff. Therefore, the structure did not require discretionary review due to the fact that it is considered an City Council 34 – 6 11/19/2024
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accessory structure, it was no more than 15 feet in height, and did not physically change and/or alter the Maharajah House.

As previously discussed, during the March 28, 2022 Planning Commission meeting, staff was made aware that a previously permitted one-story pool house/cabana (built in 1955) was significantly altered circa 2021. On May 4, 2022, Planning and Building Agency staff conducted a site visit/inspection of the structure and determined that the original one-story pool house/cabana had been significant altered. While the original footprint of the structure was not altered, the height was increased from 13 feet to 20 feet and the roof structure was modified from a flat roof to a pitched roof. Moreover, the exterior of the structure was modified in an East Asian influence to include new brick veneer, new clay tile roofing, and architectural ornamentation. Staff verified that the structure was not being utilized as a separate living area, but instead was being used as storage for antiquities and cultural artifacts.

Planning staff held various conversations with the property owners and property owner representatives (i.e., architects, engineers, etc.) between 2022 and early 2024 regarding the unpermitted work, and provided two options which included removing the unpermitted work and returning the structure back to the original conditions, or going through the required City permits to legalize the work. In May 2024, the property owners submitted required building plans to the Planning and Building Agency to legalize the unpermitted work, and convert the structure into an Accessory Dwelling Unit (ADU) for a separate living space and storage. At the time this report was printed, the building plans were still in building plan check and have not been approved for permit issuance.

On July 15, 2024, Planning staff conducted a follow-up site visit/inspection in order to ensure that no additional work had been constructed without the necessary City permits, and in order to provide more recent site photos to the Planning Commission.

These site photos have been included as part of Exhibit 3. While staff did notice construction of two additional structures, these structures did not exceed 120 square feet in size (10 ft. by 12 ft.), and therefore did not require a building permit.

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. If these findings can be made, then it is appropriate to grant the CUP.

Conversely, the inability to make these findings would result in a denial. The purpose of regulating the height of accessory structures within single-family residential zones is to minimize impacts to surrounding areas and ensure the structures will provide a positive contribution to neighborhood character and identity.

The installation of the proposed structure would not result in a change to the existing land use. Instead, the property will continue to be used as it was historically, as a singleCity Council 34 – 7 11/19/2024 Appeal Application No. 2024-01 for Construction of a 23’-4” Tall Accessory Building (2221 N Heliotrope Drive)
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family residence. In addition, the proposed structure has been designed to be located away from adjacent properties to minimize the privacy concerns and visual impacts. By locating the structure towards the northeast end of the property, the design limits the potential impacts to the single-family properties along all elevations due the proposed setbacks (12 and 15 feet), the existing six foot high stucco wall, and existing mature landscaping ranging in height from 12-feet to 25-feet tall (e.g., mature tree and mature bamboo). In addition, the public right-of-way parkways are improved with mature oak trees along Santa Clara Avenue, which further help to minimize the privacy concerns and visual impacts of the proposed structure. The existing landscaping and mature trees are not proposed to be removed or altered. To ensure that the existing landscaping conditions are maintained, staff is recommending a condition of approval requiring that the trees be preserved and protected in place. Moreover, staff is recommending a condition of approval requiring that the applicant plant additional bamboo behind the existing six-foot high stucco wall to help screen any deficient areas.

Staff is recommending bamboo as it’s one of the fastest-growing plants and it would help maintain consistency with the existing landscaping.

Lastly, by setting back the structure approximately 15 feet from the rear (east) property line, the design limits any potential aesthetic impacts to the property to the east. The overall design and location will ensure that the neighborhood character is maintained along the side elevation (along Santa Clara Avenue). Therefore, the construction of the proposed pavilion will not result in a change to the neighborhood character or identity.

To further ensure that the proposed pavilion will not negatively affect the neighborhood character or identity, staff is recommending a condition of approval prohibiting the use of the structure and the site for any commercial purposes, including, but not limited to, tours, museum use, festivals, etc. The site will be required to remain and operate as a single-family residential site, or the conditional use permit may be subject to revocation as outlined in Section 41-651 of the Santa Ana Municipal Code (SAMC).

Historic Analysis
The installation of the pavilion would not result in any physical alterations to the historic structure. As such, the building will continue to retain all of its character-defining features as described in Exhibit 3. Moreover, the proposed structure would not impact any of the view sheds to the Maharajah House along any public perspectives. As mentioned, the pavilion would be located approximately 30 feet to the east of the Maharajah House and approximately 15 feet from the rear (east) property line behind an existing six foot high stucco wall and behind existing mature landscaping (e.g., 25-foot tall mature tree and mature bamboo). Therefore, all views of the historic structure along Heliotrope Drive and Santa Clara Avenue would remain unimpaired.

Chapter 30 (Places of Historical and Architectural Significance) of the SAMC defines modification as, “Any change, alteration, restoration, remodeling, rehabilitation, construction, or relocation of the physical exterior of a historic structure.” Moreover, City Council 34 – 8 11/19/2024
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Section 30-6 (a) of the SAMC states that, “No exterior physical modifications, other than those identified by the historic resources commission for administrative approval by city staff, shall be permitted with respect to an historic structure until the historic resources commission approves such request at a duly noticed public hearing and issues a certificate of appropriateness.” The proposed structure is not physically altering or changing the exterior of the Maharajah House. Therefore, no additional review by the Historic Resources Commission is required for this project.

Moreover, a review of the developmental history of the Maharajah House’s back yard shows the area has continually evolved since the property’s original construction in 1938 and 1939. The earliest available depiction of the internal setting of the property is an aerial photograph taken in 1947, which shows the back yard was walled as it is today and was entirely landscaped, principally with a broad lawn. In addition, the photos suggest the wall or fence at the north end of the property was likely set back approximately 10 to 20 feet from the public right-of-way (Orange County aerial photographs 1947). City building permit information suggests the first documented alteration of note to the backyard occurred in 1955, when a swimming pool (not extant) and a cabana (the existing two story ancillary building) were constructed. These changes are further documented in a 1960 aerial photograph depicting the long, rectangular swimming pool situated immediately east of the residence and the cabana located just east of the pool.

Available sources, including building permit records and historical aerial photographs, show there were no notable changes to the backyard until the late 1980s or early 1990s. In 1989, a permit was issued for the construction of a new six-foot-tall wall.

While the location of the wall is not indicated in building permit information, a 1991 aerial photograph suggests the wall was then erected at its current location, tracing the north property line, approximately 10 to 20 feet north of the wall’s apparent historical location. By the time the current owners acquired the property in 2000, the back yard had already undergone substantial alterations to its plan and design. Since around 2003, when the property’s current owners received a permit to demolish the swimming pool, they began a program of major alterations to the backyard. These alterations include a general remodeling of the area and the installation of a handful of buildings and structures of historical, antiquity, and cultural interest imported from Vietnam, as one of the current owners is a descendant of a high-ranking official who served the last royal family of Vietnam and the items in the collection, including the subject Moon Pavilion, form part of a collection belonging to a prominent official during the 1800s.

Structures relocated from Vietnam to the back yard include a roughly 20-foot-tall wood pavilion with intricately carved details and a tile-clad roof system; a nineteenth-century, traditional residence with an iron wood structural system; and multiple additional smaller structures of a traditional Vietnamese character. The series of changes to the backyard described above, especially the introduction of the imported buildings and structures City Council 34 – 9 11/19/2024
Appeal Application No. 2024-01 for Construction of a 23’-4” Tall Accessory Building (2221 N Heliotrope Drive)
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Santa Ana City CouncilNovember 19, 2024

Santa Ana City Council
November 19, 2024