Agenda packet — Santa Ana City Council, December 6, 2022 (part 8 of 9)

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X AD-XXX AD-XXX AD-XX
X AD-XX 2-HR 1-HR

X AD-XX TEMP GL TEMP GL

AENTRY DOOR

BINTERIOR DOOR TEMP GL

CFRENCH DOOR

DLOUVERED DOOR
EBY-PASS DOOR DWELLING UNIT DOOR SCHEDULEA7-00 DWELLING UNIT DOORS XX

REVISIONS
DOOR NO.

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HEIGHT

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FINISH DOOR FRAME

ASSEMBLY FIRE
RATING (MINUTES) REMARKS FOR DETAILS- SEE "DOOR STYLES" & "TYPICAL DOOR DETAILS" U1a U2a U3a COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL TYPICAL DOOR OPENINGS DOOR STYLES TYPICAL DOOR ELEMENTS DOOR SCHEDULE A 3'-0" 6'-8" 1 3/4" SC SG WOOD SG 20 UNIT ENTRY DOOR
C 3'-0" 8'-0" 1 3/4" SC SG WOOD SG - PATIO DOOR, TEMPERED GLAZING, DEAD BOLT, MAX. 0.45 U VALUE, MAX. 0.23 SHGC VALUE B 3'-0" 6'-8" 1 3/8" HC SG WOOD SG - BEDROOM, PRIVACY LOCK U4a B 3'-0" 6'-8" 1 3/8" HC SG WOOD SG - BATHROOM, PRIVACY LOCK U5a B 3'-0" 6'-8" 1 3/8" HC SG WOOD SG - CLOSET, PASSAGE HARDWARE U6a D 3'-0" 6'-8" 1 3/8" HC SG WOOD SG - WASHER/DRYER CLOSET, PASSAGE HARDWARE U6bD 2'-8" 6'-8" 1 3/8" HC SG WOOD SG - WASHER/DRYER CLOSET, PASSAGE HARDWARE U7a B 3'-0" 6'-8" 1 3/8" HC SG WOOD SG - COAT CLOSET, PASSAGE HARDWARE U7b B 2'-10" 6'-8" 1 3/8" HC SG WOOD SG - COAT CLOSET, PASSAGE HARDWARE U7c B 2'-8" 6'-8" 1 3/8" HC SG WOOD SG - COAT CLOSET, PASSAGE HARDWARE U8a E 10'-4" 6'-8" 1 3/8" HC SG WOOD SG - BY-PASS, 4 PANELS U8b E 8'-0" 6'-8" 1 3/8" HC SG WOOD SG - BY-PASS U8c E 7'-0" 6'-8" 1 3/8" HC SG WOOD SG - U8d E 6'-0" 6'-8" 1 3/8" HC SG WOOD SG - U8e E 5'-0" 6'-8" 1 3/8" HC SG WOOD SG - U8f E 4'-0" 6'-8" 1 3/8" HC SG WOOD SG - BY-PASS BY-PASS BY-PASS BY-PASS U2b C 3'-0" 8'-0" 1 3/4" SC SG WOOD SG - PATIO DOOR, TEMPERED GLAZING, INOPERABLE, MAX. 0.45 U VALUE, MAX. 0.23 SHGC VALUE A. PUBLIC USE & COMMON USE AREA DOORS AND GATES CBC CHAP 10, 11A DIV III AND 11B DIV IV GATES SHALL COMPLY WITH THESE NOTES AS REQUIRED FOR DOORS. OPENING CLEARANCE 1. ALL ENTRANCE AND EXIT DOORS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THE DOOR OPEN 90 DEGREES FROM ITS CLOSED POSITION, MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. (1008.1.1, 11B-404.2.3, 1126A.1.1) 2. FOR ACCESSIBLE DOOR CLEARANCES REQUIREMENTS, SEE EFFORT 3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR PUBLIC EXTERIOR DOORS, 8 ½ POUNDS FOR COMMON AREA EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS. (1008.1.3, 1126A.4, 11B-404.2.9) HARDWARE 4. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO APPOINT 3 INCHES FROM THE LATCH. (1126A.4.1, 11B-404.2.8.1) THRESHOLDS 5. THRESHOLD - LANDINGS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY. CHANGES IN HEIGHT BETWEEN ¼ AND ½ INCH SHALL BE BEVELED AT A MAXIMUM 50%. CHANGES IN LEVEL GREATER THAN ½ INCH SHALL BE RAMPED. (1008.1.7, 1126A.2.1, 11B-404.2.5) B. DWELLING UNIT DOORS PRIMARY ENTRANCE DOOR INTO AND DOORS WITHIN INDIVIDUAL DWELLING UNITS 6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 ½ POUNDS FOR EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS. 7. DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS IN GROUP R OCCUPANCIES HAVING AN OCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO HAVE A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL (1008.1.9.3.4) AND ARE OPERABLE WITH A SINGLE EFFORT OF THE DOOR LEVER. (1132A.8) 8. DOOR BUZZER, BELL, CHIME OR EQUIVALENT SHALL BE PROVIDED AT EVERY PRIMARY ENTRANCE DOOR. (1132A.10) 9. THRESHOLD - SECONDARY EXTERIOR DOORS OF DWELLING UNITS SHALL BE NO HIGHER THAN ¾ INCH FOR SLIDING DOORS OR ½” FOR OTHER DOORS. CHANGES IN HEIGHT BETWEEN ¼ AND 3/4 INCH SHALL BE BEVELED AT A MAXIMUM 50%. (1008.1.7, 1132A.4.1) 10. ENTRANCE DOORS FROM INTERIOR CORRIDORS TOGETHER WITH THEIR PERIMETER SEALS SHALL HAVE A LABORATORY STC RATING OF NOT LESS THAN 26. SUCH TESTED DOORS SHALL OPERATE NORMALLY WITH COMMERCIALLY AVAILABLE SEALS UNLESS OTHERWISE REQUIRED BY AN ACOUSTICAL REPORT. (1207.7) 11. DOORS ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE THE OPENING HARDWARE 12. LEVER-TYPE HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN ½ INCH OF THE DOOR EXCEPT IN GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS. 13. HARDWARE SHALL BE INSTALLED BETWEEN 34 MINIMUM TO 44 INCHES MAXIMUM ABOVE FINISHED FLOOR. 14. EGRESS DOORS IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE MOUNTED HARDWARE. 15. EGRESS DOORS - MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. 16. FIRE DOORS AND BOTH LEAVES OF PAIRS OF SIDE HINGED SWINGING FIRE DOORS SHALL BE PROVIDED WITH AN ACTIVE LATCH BOLT THAT WILL SECURE THE DOOR WHEN IT IS CLOSED. 17. FIRE DOORS SHALL BE SELF-CLOSING OR AUTOMATIC CLOSING. AUTOMATIC-CLOSING FIRE DOORS ASSEMBLIES SHALL BE SELF-CLOSING IN ACCORDANCE WITH NFPA 80 18. SMOKE ACTIVATED DOORS - AUTOMATIC CLOSING DOORS SHALL CLOSE BY THE ACTUATION OF SMOKE DETECTORS IN ACCORDANCE WITH SECTION 907.3 OR BY LOSS OF POWER. 19. INSTALL DOOR HARDWARE IN COMPLIANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. 20. PROTECT ALL THRESHOLDS COMPONENTS FROM DIRECT CONTACT WITH DISSIMILAR METALS AND CORROSIVE MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. 21. DOORS ON AN ACCESSIBLE ROUTE: THE BOTTOM 10 INCHES MINIMUM OF ALL DOORS AND OR GATES SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 22. GLAZING IN DOORS SHALL COMPLY WITH SAFETY GLAZING (2406) RATINGS 23. FIRE DOOR ASSEMBLIES THAT ARE SIDE HINGED OR PIVOTED SWINGING SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C. 24. FIRE DOOR ASSEMBLIES WITH OTHER TYPES OF DOORS INCLUDING SWINGING ELEVATOR DOORS AND FIRE SHUTTER ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL10B 25. FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS HAVING A FIRE RESISTANCE RATING IN ACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C WITHOUT THE HOSE STREAM TEST. 26. SMOKE AND DRAFT CONTROL - FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS SHALL MEET THE REQUIREMENTS FOR SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES TESTED IN ACCORDANCE WITH UL 1784 27. GLAZING IN DOOR ASSEMBLY - IN 20 MINUTE FIRE DOOR ASSEMBLY, THE GLAZING MATERIAL IN THE DOOR ITSELF SHALL HAVE A MINIMUM FIRE-PROTECTION-RATED-GLAZING OF 20 MINUTES. 28. FIRE DOOR ASSEMBLIES IN EXIT ENCLOSURES AND EXIT PASSAGE WAYS SHALL HAVE A MAXIMUM TRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 F DEGREES. THIS IS NOT REQUIRED WHEN BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM. 29. DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH, SHALL BE PERMITTED WHERE A ¾ HOUR FIRE PROTECTION RATING OR LESS IS REQUIRED. WHERE A FIRE PROTECTION RATING EXCEEDING ¾ HOUR IS REQUIRED FIRE DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH SHALL BE INSTALLED WITH FIRE-RESISTANCE-RATED GLAZING TESTED AS AN ASSEMBLY IN ACCORDANCE WITH ASTM E119 OR UL 263. 30. DOORS THAT ARE PART OF A FIRE RATED WALL ASSEMBLY SHALL COMPLY WITH OPENING PROTECTIVES. LABELS 31. FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLY WITH NFPA 80 AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME. 32. FIRE DOORS SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER, THE NAME OR TRADEMARK OF THE THIRD-PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND WHERE REQUIRED FOR FIRE DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS THE MAXIMUM TRANSMITTED TEMPERATURE END POINT. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXED AND FACTORY APPLIED. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL SHOW THE LETTER “S” ON THE FIRE RATED LABEL. 33. OVERSIZED FIRE DOORS SHALL BEAR AN OVERSIZED FIRE DOOR LABEL BY AN APPROVED AGENCY OR SHALL BE PROVIDED WITH A CERTIFICATE OF INSPECTION BY AN APPROVED TESTING AGENCY. 34. FIRE DOOR FRAMES SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER AND THE THIRD-PARTY INSPECTION AGENCY. 35. GLAZING - FIRE-PROTECTION- RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATION SHOWING THE NAME OF THE MANUFACTURER, THE TEST STANDARD AND THE FOLLOWING FOUR PART IDENTIFICATION ISSUED BY AN APPROVED AGENCY AND PERMANENTLY AFFIXED TO THE GLAZING. THE LABEL SHALL BEAR THE FOLLOWING FOUR PART IDENTIFICATION: “D - H OR NH - T OR NT - XXX” D INDICATES THE GLAZING SHALL BE USED IN FIRE DOORS PER NFPA 252 H OR NH INDICATES THE GLAZING MEETS OR DOES NOT MEET THE HOSE STREAM TEST T OR NT INDICATES THE GLAZING MEETS OR DOES NOT MEET THE TEMPERATURE REQUIREMENTS XXX INDICATES THE FIRE-PROTECTION-RATING PERIOD IN MINUTES. 36. EXTERIOR DOORS SHALL BE INSTALLED BEARING MANUFACTURER'S CERTIFICATE OF COMPLIANCE WITH SPECIFIED THERMAL AND ACOUSTICAL REQUIREMENTS. WEATHERIZATION 37. DOORS SHALL HAVE ALL SIX SIDES FACTORY PRIMED OR SEALED AFTER HARDWARE PREPARATION. RESEAL ALL SURFACES IMMEDIATELY AFTER INSTALLATION. 38. EXTERIOR DOORS SHALL BE INSULATED AND FULLY WEATHER STRIPPED. 39. REFER TO REFERENCED DETAILS OF EXTERIOR DOORS FOR INTEGRATION WITH EXTERIOR WALL AND THRESHOLD FLASHING SYSTEMS. 40. INSULATE SHIM CAVITY AROUND EXTERIOR DOORS WITH LOW EXPANSION FOAM. 41. FOR DOOR/ FRAME ASSEMBLIES IN C.M.U. VERIFY MASONRY OPENING DIMENSIONS. 42. PROVIDE SEPARATION BY A TIGHT FITTING DOOR BETWEEN FOOD PREPARATION AREA(S) (INCLUDING FOOD STORAGE ROOMS) AND TOILET ROOM(S). SECTION 302.6 AL ALUMINUM AN ANODIZED AUTO AUTOMATIC CLOSING ECA ELECTRONIC CONTROL ACCESS

F FACTORY FGL FIBERGLASS FF FACTORY FINISH FX FIXED FR FRENCH DOOR GL GLASS HC HOLLOW CORE HM HOLLOW METAL MA MASONITE MC MINERAL CORE MTL METAL N/R NON-RATED OCG OVERHEAD COILING GRILLE OCD OVERHEAD COILING DOOR

P PAINT PASS PASSAGE PB PUSH BUTTON PFSF PRE-FINISHED STEEL FRAME PH PANIC HARDWARE PR PAIR PRIV PRIVACY LOCK S STAIN SC SOLID CORE SELF SELF CLOSING SG SEMI-GLOSS PAINT STRF STORE FRONT TG TEMPERED GLASS TS TUBE STEEL WD WOOD LIVING UNIT ENTRY DOORS AND PATIO DOORS SHALL BE SOUND-RATED, PROVIDING A MINIMUM STC RATING WHEN IN THE CLOSED POSITION. IN ACCORDANCE WITH THE ACOUSTICAL REPORT. 4 AD-02.0 DOOR NOTES DOOR ABBREVIATIONS DOOR STC RATINGS GLAZING PERFORMANCE GLAZING LOCATION EXTERIOR DOORS BLDG A STOREFRONT U VALUE SHGC .45 .23 .46 .22 BLDG B STOREFRONT .46 .22  City Council 23 – 18912/6/2022  10" MIN
34- 44"
38-40"
44" MAX
44" MAX
60" MAX FIN FLR SMOOTH DOOR BOTTOM BOTTOM OF CLOSER HIGH VIEWPORT ** PUSH BUTTON * LOW HARDWARE VIEWPORT DEADBOLT KICK PLATE MAY OCCUR 16 GA MAX, ANY CAVITIES CREATED SHALL BE CAPPED 48" MAX
42" PREFERED
78" MIN
PREFERRED TYPICAL LOCATION OF DOOR AND GATE ELEMENTS IF THEY OCCUR SEE DOOR STYLES FOR SPECIFIC DOOR ELEVATION 3 & 4 A-510 4 & 6 A-520 FOR ADDITIONAL INFORMATION SEE DETAILS * REQUIRED AT ACCESSIBLE/ADAPTABLE DWELLING UNITS ** IF PROVIDED INSTALL TWO VIEWPORTS ONE HIGH ONE LOW AT ACCESSIBLE/ADAPTABLE DWELLING UNITS ** NO PROJECTIONS INTO CLEAR OPENING BELOW 34"

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X AD-XX TEMP GL TEMP GL

AFLUSH SINGLE / PAIR

BFLUSH WITH LIGHT SINGLE / PAIR

TEMP GL TEMP GL

CSTOREFRONT SINGLE / PAIR

DOVERHEAD COILING DOOR
10" DOOR FACE TO BE FLUSH W/ FINISH @ ADJACENT WALLS WHEN DOORS ARE IN THE OPEN POSITION. MAGNETIC HOLD OPEN & DOOR CLOSER. VERIFY DEPTH & ARM EXTENTIONS. INSTALL SHIMS AS REQUIRED @ DOOR EDGE IS 90° TO FRAME WHEN DOOR IS HELD OPEN. PANIC BARS @ PUSH SIDE OF DOOR RECESSED & INTEGRAL WITH DOOR PROTRUDING MAX. 1/8" WHEN THE DOOR IS IN THE OPEN POSITION LEVER HARDWARE ON HOLD OPEN SIDE OF DOOR.

EFIRE DOOR SINGLE / PAIR
FGATE

GLOUVERED DOOR COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A DOOR SCHEDULEA7-10 BUILDING A A. PUBLIC USE & COMMON USE AREA DOORS AND GATES CBC CHAP 10, 11A DIV III AND 11B DIV IV GATES SHALL COMPLY WITH THESE NOTES AS REQUIRED FOR DOORS. OPENING CLEARANCE 1. ALL ENTRANCE AND EXIT DOORS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THE DOOR OPEN 90 DEGREES FROM ITS CLOSED POSITION, MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. (1008.1.1, 11B-404.2.3, 1126A.1.1) 2. FOR ACCESSIBLE DOOR CLEARANCES REQUIREMENTS, SEE EFFORT 3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR PUBLIC EXTERIOR DOORS, 8 ½ POUNDS FOR COMMON AREA EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS. (1008.1.3, 1126A.4, 11B-404.2.9) HARDWARE 4. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO APPOINT 3 INCHES FROM THE LATCH. (1126A.4.1, 11B-404.2.8.1) THRESHOLDS 5. THRESHOLD - LANDINGS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY. CHANGES IN HEIGHT BETWEEN ¼ AND ½ INCH SHALL BE BEVELED AT A MAXIMUM 50%. CHANGES IN LEVEL GREATER THAN ½ INCH SHALL BE RAMPED. (1008.1.7, 1126A.2.1, 11B-404.2.5) B. DWELLING UNIT DOORS PRIMARY ENTRANCE DOOR INTO AND DOORS WITHIN INDIVIDUAL DWELLING UNITS 6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 ½ POUNDS FOR EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS. 7. DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS IN GROUP R OCCUPANCIES HAVING AN OCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO HAVE A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL (1008.1.9.3.4) AND ARE OPERABLE WITH A SINGLE EFFORT OF THE DOOR LEVER. (1132A.8) 8. DOOR BUZZER, BELL, CHIME OR EQUIVALENT SHALL BE PROVIDED AT EVERY PRIMARY ENTRANCE DOOR. (1132A.10) 9. THRESHOLD - SECONDARY EXTERIOR DOORS OF DWELLING UNITS SHALL BE NO HIGHER THAN ¾ INCH FOR SLIDING DOORS OR ½” FOR OTHER DOORS. CHANGES IN HEIGHT BETWEEN ¼ AND 3/4 INCH SHALL BE BEVELED AT A MAXIMUM 50%. (1008.1.7, 1132A.4.1) 10. ENTRANCE DOORS FROM INTERIOR CORRIDORS TOGETHER WITH THEIR PERIMETER SEALS SHALL HAVE A LABORATORY STC RATING OF NOT LESS THAN 26. SUCH TESTED DOORS SHALL OPERATE NORMALLY WITH COMMERCIALLY AVAILABLE SEALS UNLESS OTHERWISE REQUIRED BY AN ACOUSTICAL REPORT. (1207.7) 11. DOORS ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE THE OPENING HARDWARE 12. LEVER-TYPE HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN ½ INCH OF THE DOOR EXCEPT IN GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS. 13. HARDWARE SHALL BE INSTALLED BETWEEN 34 MINIMUM TO 44 INCHES MAXIMUM ABOVE FINISHED FLOOR. 14. EGRESS DOORS IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE MOUNTED HARDWARE. 15. EGRESS DOORS - MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. 16. FIRE DOORS AND BOTH LEAVES OF PAIRS OF SIDE HINGED SWINGING FIRE DOORS SHALL BE PROVIDED WITH AN ACTIVE LATCH BOLT THAT WILL SECURE THE DOOR WHEN IT IS CLOSED. 17. FIRE DOORS SHALL BE SELF-CLOSING OR AUTOMATIC CLOSING. AUTOMATIC-CLOSING FIRE DOORS ASSEMBLIES SHALL BE SELF-CLOSING IN ACCORDANCE WITH NFPA 80 18. SMOKE ACTIVATED DOORS - AUTOMATIC CLOSING DOORS SHALL CLOSE BY THE ACTUATION OF SMOKE DETECTORS IN ACCORDANCE WITH SECTION 907.3 OR BY LOSS OF POWER. 19. INSTALL DOOR HARDWARE IN COMPLIANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. 20. PROTECT ALL THRESHOLDS COMPONENTS FROM DIRECT CONTACT WITH DISSIMILAR METALS AND CORROSIVE MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. 21. DOORS ON AN ACCESSIBLE ROUTE: THE BOTTOM 10 INCHES MINIMUM OF ALL DOORS AND OR GATES SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 22. GLAZING IN DOORS SHALL COMPLY WITH SAFETY GLAZING (2406) RATINGS 23. FIRE DOOR ASSEMBLIES THAT ARE SIDE HINGED OR PIVOTED SWINGING SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C. 24. FIRE DOOR ASSEMBLIES WITH OTHER TYPES OF DOORS INCLUDING SWINGING ELEVATOR DOORS AND FIRE SHUTTER ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL10B 25. FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS HAVING A FIRE RESISTANCE RATING IN ACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C WITHOUT THE HOSE STREAM TEST. 26. SMOKE AND DRAFT CONTROL - FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS SHALL MEET THE REQUIREMENTS FOR SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES TESTED IN ACCORDANCE WITH UL 1784 27. GLAZING IN DOOR ASSEMBLY - IN 20 MINUTE FIRE DOOR ASSEMBLY, THE GLAZING MATERIAL IN THE DOOR ITSELF SHALL HAVE A MINIMUM FIRE-PROTECTION-RATED-GLAZING OF 20 MINUTES. 28. FIRE DOOR ASSEMBLIES IN EXIT ENCLOSURES AND EXIT PASSAGE WAYS SHALL HAVE A MAXIMUM TRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 F DEGREES. THIS IS NOT REQUIRED WHEN BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM. 29. DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH, SHALL BE PERMITTED WHERE A ¾ HOUR FIRE PROTECTION RATING OR LESS IS REQUIRED. WHERE A FIRE PROTECTION RATING EXCEEDING ¾ HOUR IS REQUIRED FIRE DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH SHALL BE INSTALLED WITH FIRE-RESISTANCE-RATED GLAZING TESTED AS AN ASSEMBLY IN ACCORDANCE WITH ASTM E119 OR UL 263. 30. DOORS THAT ARE PART OF A FIRE RATED WALL ASSEMBLY SHALL COMPLY WITH OPENING PROTECTIVES. LABELS 31. FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLY WITH NFPA 80 AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME. 32. FIRE DOORS SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER, THE NAME OR TRADEMARK OF THE THIRD-PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND WHERE REQUIRED FOR FIRE DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS THE MAXIMUM TRANSMITTED TEMPERATURE END POINT. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXED AND FACTORY APPLIED. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL SHOW THE LETTER “S” ON THE FIRE RATED LABEL. 33. OVERSIZED FIRE DOORS SHALL BEAR AN OVERSIZED FIRE DOOR LABEL BY AN APPROVED AGENCY OR SHALL BE PROVIDED WITH A CERTIFICATE OF INSPECTION BY AN APPROVED TESTING AGENCY. 34. FIRE DOOR FRAMES SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER AND THE THIRD-PARTY INSPECTION AGENCY. 35. GLAZING - FIRE-PROTECTION- RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATION SHOWING THE NAME OF THE MANUFACTURER, THE TEST STANDARD AND THE FOLLOWING FOUR PART IDENTIFICATION ISSUED BY AN APPROVED AGENCY AND PERMANENTLY AFFIXED TO THE GLAZING. THE LABEL SHALL BEAR THE FOLLOWING FOUR PART IDENTIFICATION: “D - H OR NH - T OR NT - XXX” D INDICATES THE GLAZING SHALL BE USED IN FIRE DOORS PER NFPA 252 H OR NH INDICATES THE GLAZING MEETS OR DOES NOT MEET THE HOSE STREAM TEST T OR NT INDICATES THE GLAZING MEETS OR DOES NOT MEET THE TEMPERATURE REQUIREMENTS XXX INDICATES THE FIRE-PROTECTION-RATING PERIOD IN MINUTES. 36. EXTERIOR DOORS SHALL BE INSTALLED BEARING MANUFACTURER'S CERTIFICATE OF COMPLIANCE WITH SPECIFIED THERMAL AND ACOUSTICAL REQUIREMENTS. WEATHERIZATION 37. DOORS SHALL HAVE ALL SIX SIDES FACTORY PRIMED OR SEALED AFTER HARDWARE PREPARATION. RESEAL ALL SURFACES IMMEDIATELY AFTER INSTALLATION. 38. EXTERIOR DOORS SHALL BE INSULATED AND FULLY WEATHER STRIPPED. 39. REFER TO REFERENCED DETAILS OF EXTERIOR DOORS FOR INTEGRATION WITH EXTERIOR WALL AND THRESHOLD FLASHING SYSTEMS. 40. INSULATE SHIM CAVITY AROUND EXTERIOR DOORS WITH LOW EXPANSION FOAM. 41. FOR DOOR/ FRAME ASSEMBLIES IN C.M.U. VERIFY MASONRY OPENING DIMENSIONS. 42. PROVIDE SEPARATION BY A TIGHT FITTING DOOR BETWEEN FOOD PREPARATION AREA(S) (INCLUDING FOOD STORAGE ROOMS) AND TOILET ROOM(S). SECTION 302.6 AL ALUMINUM AN ANODIZED AUTO AUTOMATIC CLOSING ECA ELECTRONIC CONTROL ACCESS

REVISIONS
DOOR NO.

STYLE
WIDTH
HEIGHT

THICKNESS

MATERIAL
FINISH

MATERIAL

FINISH DOOR FRAME

ASSEMBLY FIRE
RATING (MINUTES) REMARKS FOR DETAILS- SEE "DOOR STYLES" & "TYPICAL DOOR DETAILS" A316 A317 A319 DOOR SCHEDULE A320 A321 A322 A323 A401 A318

THIRD FLOOR CONTINUED

LOCATION TYPICAL DOOR OPENINGS DOOR STYLES TYPICAL DOOR ELEMENTS BUILDING A DOORS XX

REVISIONS
DOOR NO.

STYLE
WIDTH
HEIGHT

THICKNESS

MATERIAL
FINISH

MATERIAL

FINISH DOOR FRAME

ASSEMBLY FIRE
RATING (MINUTES) REMARKS A101 A102 A104
C 3'-0" PAIR 10'-0" - AL FF AL FF - DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS B 3'-0" 8'-0" 1 3/4" HM SGP HM SGP - B 3'-0" 6'-8" 90 A105 B 3'-0" PAIR 6'-8" - A106 C 3'-0" PAIR 8'-0" - A107D 16'-0" 16'-0" - A108
A 3'-0" 6'-8" A109A 3'-0" 6'-8" A110A 3'-0" 6'-8" A111 B 3'-0" 6'-8" A112 B 3'-0" PAIR 6'-8" A113 B 6'-8" A114 D 16'-0" 8'-0" 180 A115 B 3'-0" PAIR 6'-8" A116C 3'-0" PAIR 8'-0" A117C 3'-0" PAIR 8'-0" A103 A 3'-0" 6'-8" 1 3/4" 90 A118 A119 A120 A121 A122 A123 A124 A125 A126 A127 A128 A129 A130 A131 A132 A133 A134 A135 A136 A137 A138 A139 A140 A141 A142 A143 A144 A201 A202 A203 A204 A205 A206 A207 A208 A209 A210 A211 A212 A213

FIRST FLOOR
LOCATION RESTAURANT STAIR A4 DISCHARGE RESTAURANT / STAIR A4 CORRIDOR / STAIR A4 RESTAURANT CORRIDOR / EXTERIOR TRASH ROOM TRASH ROOM / CORRIDOR RESTAURANT / CORRIDOR MPOE / CORRIDOR TRASH VESTIBULE / CORRIDOR CORRIDOR CORRIDOR GARAGE / PUBLIC LOBBY GARAGE / PUBLIC LOBBY PUBLIC LOBBY / LEASING PUBLIC LOBBY / RETAIL PANIC HARDWARE, CONTROLLED ACCESS HM SGP HM SGP PANIC HARDWARE 1 3/4" HM SGP HM SGP PANIC HARDWARE - HM SGP HM SGP DOUBLE SWING DOORS- AL FF AL FF PANIC HARDWARE, CONTROLLED ACCESS - - - - - 1 3/4" HM SGP HM SGP 90 CONTROLLED ACCESS 1 3/4" HM SGP HM SGP 60 CONTROLLED ACCESS 1 3/4" HM SGP HM SGP 60 1 3/4" HM SGP HM SGP 60 1 3/4" HM SGP HM SGP - 3'-0" PAIR CONTROLLED ACCESS 1 3/4" HM SGP HM SGP CONTROLLED ACCESS- - - - - CLOSES UPON FIRE ALARM ACTIVATION 1 3/4" HM SGP HM SGP - - STEEL FF STEEL FF CONTROLLED ACCESS- STEEL FF STEEL FF C 3'-0" PAIR 10'-0" - AL FF AL FF - DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS RETAILC 3'-0" PAIR 10'-0" - AL FF AL FF - DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS RETAILC 3'-0" PAIR LEASING 10'-0" - AL FF AL FF - CONTROLLED ACCESS, PANIC HARDWARE A 3'-0" PAIR FITNESS 6'-8" 1 3/4" HM SGP HM SGP - STAIR A3 DISCHARGE B 3'-0" 8'-0" 1 3/4" HM SGP HM SGP - PANIC HARDWARE, CONTROLLED ACCESS 606060 FITNESS / CORRIDOR C 3'-0" 8'-0" - STEEL FF STEEL FF 60 CONTROLLED ACCESS STAIR A3 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWAREC 3'-0" PAIR LOBBY / EXTERIOR 8'-0" - AL FF AL FF - PANIC HARDWARE, CONTROLLED ACCESS LOBBY / LEASINGC 3'-0" 8'-0" - STEEL FF STEEL FF 60 CONTROLLED ACCESS E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 GARAGE / PARCEL ROOM A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 ELECTRICAL ROOM / CORRIDORA 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 PANIC HARDWARE ELECTRICAL ROOM / EXTERIORA 4'-0" 8'-0" 1 3/4" HM SGP HM SGP - PANIC HARDWAREA 2'-6" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 STAIR A2 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE STAIR A2 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 PANIC HARDWARE STAIR A2 DISCHARGE B 3'-0" 8'-0" 1 3/4" HM SGP HM SGP - PANIC HARDWARE, CONTROLLED ACCESS GARAGE D 20'-0" 9'-0" - - - - - - CONTROLLED ACCESS
A 3'-0" PAIR FIRE PUMP ROOM / GARAGE 6'-8" 1 3/4" HM SGP HM SGP 60A 3'-0" PAIR BOOSTER PUMP ROOM / GARAGE 6'-8" 1 3/4" HM SGP HM SGP 60 GARAGE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP - PANIC HARDWARE, CONTROLLED ACCESS BIKE ROOM / GARAGE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP - CONTROLLED ACCESS GARAGE D 23'-0" 9'-0" - - - - - - CONTROLLED ACCESS GARAGE F 3'-0" 6'-8" - - - - - - PANIC HARDWARE, CONTROLLED ACCESS STAIR A1 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE STAIR A1 DISCHARGE B 3'-0" 8'-0" 1 3/4" HM SGP HM SGP - PANIC HARDWARE, CONTROLLED ACCESS INTO STAIR FROM EXTERIOR SECOND FLOOR A214 A215 A216 A217 A218 A219 A220 A221 A222 A223 STAIR A4 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE UTILITY CLOSET A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 POOL EQUIPMENTA 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 TRASH VESTIBULE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 STORAGE ROOM B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 STORAGE ROOM B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 STORAGE CLOSETSA 3'-0" 6'-8" 1 3/4" HM SGP HM SGP - DOOR OCCURS MULTIPLE TIMES CONTROLLED ACCESS CONTROLLED ACCESS CORRIDOR B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 CONTROLLED ACCESS BREAK ROOM B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP - MAINTENANCE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP - COMMON OPS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP - SHARED GOODS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP - GARAGE / CORRIDOR B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 CONTROLLED ACCESSA 3'-0" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 ELEVATOR 1 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION ELEVATOR 2 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION STAIR A3 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE YOGA STUDIO C 3'-0" 6'-8" - STEEL FF STEEL FF 60 CONTROLLED ACCESS, PANIC HARDWARE E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 A 2'-6" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 STAIR A2 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE STAIR A1 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE, CONTROLLED ACCESS INTO GARAGE THIRD FLOOR A301 STAIR A4 ACCESS B 3'-0" 8'-0" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE A302 A303 A304 A305 A306 A307 A308 A309 A310 A311 A312 A313 A314 A315 FOURTH FLOOR STAIR A4 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE UTILITY CLOSET A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60
A 3'-0" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 TRASH VESTIBULE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 CLUBHOUSE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 PANIC HARDWARE, CONTROLLED ACCESS A 3'-0" PAIR ELECTRICAL CLOSET 6'-8" 1 3/4" HM SGP HM SGP 60A 3'-0" PAIR ELECTRICAL CLOSET 6'-8" 1 3/4" HM SGP HM SGP 60 ELECTRICAL CLOSETA 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 WOMENS RESTROOM G 3'-0" 8'-0" 1 3/4" HM SGP HM SGP - JANITOR CLOSETG 3'-0" 8'-0" 1 3/4" HM SGP HM SGP - MENS RESTROOMG 3'-0" 8'-0" 1 3/4" HM SGP HM SGP - GARAGE / CORRIDOR B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 CONTROLLED ACCESS A 3'-0" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 ELEVATOR 1 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION ELEVATOR 2 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION STAIR A3 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 A 2'-6" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 STAIR A2 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE STAIR A1 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE, CONTROLLED ACCESS INTO GARAGE STAIR A2 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 PANIC HARDWARE A402 A403 A404 A405 A406 A407 A408 A409 A410 A411 A412 A413 A414 STAIR A4 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE UTILITY CLOSET A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60
A 3'-0" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 TRASH VESTIBULE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 HVAC CLOSET B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 ELEVATOR 1 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATIONA 3'-0" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 ELEVATOR 2 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION STAIR A3 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 A 2'-6" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 STAIR A2 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE STAIR A1 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE, CONTROLLED ACCESS INTO GARAGE STAIR A2 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 PANIC HARDWARE GARAGE / CORRIDOR B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 CONTROLLED ACCESS A415 A416 FIFTH FLOORA501 A502 A503 A504 A505 A506 A507 A508 A509 A510 A511 A512 A513 A514 A515 A516 A517 STAIR A4 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE UTILITY CLOSET A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60
A 3'-0" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 TRASH VESTIBULE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 A 3'-0" PAIR ELECTRICAL CLOSET 6'-8" 1 3/4" HM SGP HM SGP 60A 3'-0" PAIR ELECTRICAL CLOSET 6'-8" 1 3/4" HM SGP HM SGP 60 ELECTRICAL CLOSETA 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 ELEVATOR 1 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A 3'-0" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 ELEVATOR 2 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION STAIR A3 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 A 2'-6" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 STAIR A2 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE STAIR A2 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 PANIC HARDWARE GARAGE / CORRIDOR B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 CONTROLLED ACCESS SIXTH FLOORA601 A602 A603 A604 STAIR A4 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE UTILITY CLOSET A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60
A 3'-0" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 TRASH VESTIBULE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 A605 A606 A607 A608 A609 A610 E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 ELEVATOR 1 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A 3'-0" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 ELEVATOR 2 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION STAIR A3 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWAREA 3'-0" PAIR STORAGE 6'-8" 1 3/4" HM SGP HM SGP 60 SEVENTH FLOORA701 A702 A703 A704 STAIR A4 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE UTILITY CLOSET A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60
A 3'-0" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 TRASH VESTIBULE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 A705 A706 A707 A708 A709 A710 E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 ELEVATOR 1 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A 3'-0" PAIR IDF / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 60 ELEVATOR 2 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION STAIR A3 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWAREA 3'-0" PAIR STORAGE 6'-8" 1 3/4" HM SGP HM SGP 60 A711 A712 ROOF DECK C 3'-0" 6'-8" 1 3/4" AL FF AL FF - CONTROLLED ACCESS STAIR A4 ACCESS A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP -
 City Council 23 – 19012/6/2022  10" MIN
34- 44"
38-40"
44" MAX
44" MAX
60" MAX FIN FLR SMOOTH DOOR BOTTOM BOTTOM OF CLOSER HIGH VIEWPORT ** PUSH BUTTON * LOW HARDWARE VIEWPORT DEADBOLT KICK PLATE MAY OCCUR 16 GA MAX, ANY CAVITIES CREATED SHALL BE CAPPED 48" MAX
42" PREFERED
78" MIN
PREFERRED TYPICAL LOCATION OF DOOR AND GATE ELEMENTS IF THEY OCCUR SEE DOOR STYLES FOR SPECIFIC DOOR ELEVATION 3 & 4 A-510 4 & 6 A-520 FOR ADDITIONAL INFORMATION SEE DETAILS * REQUIRED AT ACCESSIBLE/ADAPTABLE DWELLING UNITS ** IF PROVIDED INSTALL TWO VIEWPORTS ONE HIGH ONE LOW AT ACCESSIBLE/ADAPTABLE DWELLING UNITS ** NO PROJECTIONS INTO CLEAR OPENING BELOW 34"

X AD-XXX AD-XX

X AD-XXX AD-XXX AD-XX
X AD-XX 2-HR 1-HR

X AD-XX TEMP GL TEMP GL

AFLUSH SINGLE / PAIR

BFLUSH WITH LIGHT SINGLE / PAIR

TEMP GL TEMP GL

CSTOREFRONT SINGLE / PAIR

EFIRE DOOR SINGLE / PAIR
FGATE

GLOUVERED DOOR COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING B DOOR SCHEDULEA7-20 BUILDING B A. PUBLIC USE & COMMON USE AREA DOORS AND GATES CBC CHAP 10, 11A DIV III AND 11B DIV IV GATES SHALL COMPLY WITH THESE NOTES AS REQUIRED FOR DOORS. OPENING CLEARANCE 1. ALL ENTRANCE AND EXIT DOORS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THE DOOR OPEN 90 DEGREES FROM ITS CLOSED POSITION, MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. (1008.1.1, 11B-404.2.3, 1126A.1.1) 2. FOR ACCESSIBLE DOOR CLEARANCES REQUIREMENTS, SEE EFFORT 3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR PUBLIC EXTERIOR DOORS, 8 ½ POUNDS FOR COMMON AREA EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS. (1008.1.3, 1126A.4, 11B-404.2.9) HARDWARE 4. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO APPOINT 3 INCHES FROM THE LATCH. (1126A.4.1, 11B-404.2.8.1) THRESHOLDS 5. THRESHOLD - LANDINGS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY. CHANGES IN HEIGHT BETWEEN ¼ AND ½ INCH SHALL BE BEVELED AT A MAXIMUM 50%. CHANGES IN LEVEL GREATER THAN ½ INCH SHALL BE RAMPED. (1008.1.7, 1126A.2.1, 11B-404.2.5) B. DWELLING UNIT DOORS PRIMARY ENTRANCE DOOR INTO AND DOORS WITHIN INDIVIDUAL DWELLING UNITS 6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 ½ POUNDS FOR EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS. 7. DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS IN GROUP R OCCUPANCIES HAVING AN OCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO HAVE A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL (1008.1.9.3.4) AND ARE OPERABLE WITH A SINGLE EFFORT OF THE DOOR LEVER. (1132A.8) 8. DOOR BUZZER, BELL, CHIME OR EQUIVALENT SHALL BE PROVIDED AT EVERY PRIMARY ENTRANCE DOOR. (1132A.10) 9. THRESHOLD - SECONDARY EXTERIOR DOORS OF DWELLING UNITS SHALL BE NO HIGHER THAN ¾ INCH FOR SLIDING DOORS OR ½” FOR OTHER DOORS. CHANGES IN HEIGHT BETWEEN ¼ AND 3/4 INCH SHALL BE BEVELED AT A MAXIMUM 50%. (1008.1.7, 1132A.4.1) 10. ENTRANCE DOORS FROM INTERIOR CORRIDORS TOGETHER WITH THEIR PERIMETER SEALS SHALL HAVE A LABORATORY STC RATING OF NOT LESS THAN 26. SUCH TESTED DOORS SHALL OPERATE NORMALLY WITH COMMERCIALLY AVAILABLE SEALS UNLESS OTHERWISE REQUIRED BY AN ACOUSTICAL REPORT. (1207.7) 11. DOORS ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE THE OPENING HARDWARE 12. LEVER-TYPE HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN ½ INCH OF THE DOOR EXCEPT IN GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS. 13. HARDWARE SHALL BE INSTALLED BETWEEN 34 MINIMUM TO 44 INCHES MAXIMUM ABOVE FINISHED FLOOR. 14. EGRESS DOORS IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE MOUNTED HARDWARE. 15. EGRESS DOORS - MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. 16. FIRE DOORS AND BOTH LEAVES OF PAIRS OF SIDE HINGED SWINGING FIRE DOORS SHALL BE PROVIDED WITH AN ACTIVE LATCH BOLT THAT WILL SECURE THE DOOR WHEN IT IS CLOSED. 17. FIRE DOORS SHALL BE SELF-CLOSING OR AUTOMATIC CLOSING. AUTOMATIC-CLOSING FIRE DOORS ASSEMBLIES SHALL BE SELF-CLOSING IN ACCORDANCE WITH NFPA 80 18. SMOKE ACTIVATED DOORS - AUTOMATIC CLOSING DOORS SHALL CLOSE BY THE ACTUATION OF SMOKE DETECTORS IN ACCORDANCE WITH SECTION 907.3 OR BY LOSS OF POWER. 19. INSTALL DOOR HARDWARE IN COMPLIANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. 20. PROTECT ALL THRESHOLDS COMPONENTS FROM DIRECT CONTACT WITH DISSIMILAR METALS AND CORROSIVE MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. 21. DOORS ON AN ACCESSIBLE ROUTE: THE BOTTOM 10 INCHES MINIMUM OF ALL DOORS AND OR GATES SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 22. GLAZING IN DOORS SHALL COMPLY WITH SAFETY GLAZING (2406) RATINGS 23. FIRE DOOR ASSEMBLIES THAT ARE SIDE HINGED OR PIVOTED SWINGING SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C. 24. FIRE DOOR ASSEMBLIES WITH OTHER TYPES OF DOORS INCLUDING SWINGING ELEVATOR DOORS AND FIRE SHUTTER ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL10B 25. FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS HAVING A FIRE RESISTANCE RATING IN ACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C WITHOUT THE HOSE STREAM TEST. 26. SMOKE AND DRAFT CONTROL - FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS SHALL MEET THE REQUIREMENTS FOR SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES TESTED IN ACCORDANCE WITH UL 1784 27. GLAZING IN DOOR ASSEMBLY - IN 20 MINUTE FIRE DOOR ASSEMBLY, THE GLAZING MATERIAL IN THE DOOR ITSELF SHALL HAVE A MINIMUM FIRE-PROTECTION-RATED-GLAZING OF 20 MINUTES. 28. FIRE DOOR ASSEMBLIES IN EXIT ENCLOSURES AND EXIT PASSAGE WAYS SHALL HAVE A MAXIMUM TRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 F DEGREES. THIS IS NOT REQUIRED WHEN BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM. 29. DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH, SHALL BE PERMITTED WHERE A ¾ HOUR FIRE PROTECTION RATING OR LESS IS REQUIRED. WHERE A FIRE PROTECTION RATING EXCEEDING ¾ HOUR IS REQUIRED FIRE DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH SHALL BE INSTALLED WITH FIRE-RESISTANCE-RATED GLAZING TESTED AS AN ASSEMBLY IN ACCORDANCE WITH ASTM E119 OR UL 263. 30. DOORS THAT ARE PART OF A FIRE RATED WALL ASSEMBLY SHALL COMPLY WITH OPENING PROTECTIVES. LABELS 31. FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLY WITH NFPA 80 AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME. 32. FIRE DOORS SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER, THE NAME OR TRADEMARK OF THE THIRD-PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND WHERE REQUIRED FOR FIRE DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS THE MAXIMUM TRANSMITTED TEMPERATURE END POINT. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXED AND FACTORY APPLIED. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL SHOW THE LETTER “S” ON THE FIRE RATED LABEL. 33. OVERSIZED FIRE DOORS SHALL BEAR AN OVERSIZED FIRE DOOR LABEL BY AN APPROVED AGENCY OR SHALL BE PROVIDED WITH A CERTIFICATE OF INSPECTION BY AN APPROVED TESTING AGENCY. 34. FIRE DOOR FRAMES SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER AND THE THIRD-PARTY INSPECTION AGENCY. 35. GLAZING - FIRE-PROTECTION- RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATION SHOWING THE NAME OF THE MANUFACTURER, THE TEST STANDARD AND THE FOLLOWING FOUR PART IDENTIFICATION ISSUED BY AN APPROVED AGENCY AND PERMANENTLY AFFIXED TO THE GLAZING. THE LABEL SHALL BEAR THE FOLLOWING FOUR PART IDENTIFICATION: “D - H OR NH - T OR NT - XXX” D INDICATES THE GLAZING SHALL BE USED IN FIRE DOORS PER NFPA 252 H OR NH INDICATES THE GLAZING MEETS OR DOES NOT MEET THE HOSE STREAM TEST T OR NT INDICATES THE GLAZING MEETS OR DOES NOT MEET THE TEMPERATURE REQUIREMENTS XXX INDICATES THE FIRE-PROTECTION-RATING PERIOD IN MINUTES. 36. EXTERIOR DOORS SHALL BE INSTALLED BEARING MANUFACTURER'S CERTIFICATE OF COMPLIANCE WITH SPECIFIED THERMAL AND ACOUSTICAL REQUIREMENTS. WEATHERIZATION 37. DOORS SHALL HAVE ALL SIX SIDES FACTORY PRIMED OR SEALED AFTER HARDWARE PREPARATION. RESEAL ALL SURFACES IMMEDIATELY AFTER INSTALLATION. 38. EXTERIOR DOORS SHALL BE INSULATED AND FULLY WEATHER STRIPPED. 39. REFER TO REFERENCED DETAILS OF EXTERIOR DOORS FOR INTEGRATION WITH EXTERIOR WALL AND THRESHOLD FLASHING SYSTEMS. 40. INSULATE SHIM CAVITY AROUND EXTERIOR DOORS WITH LOW EXPANSION FOAM. 41. FOR DOOR/ FRAME ASSEMBLIES IN C.M.U. VERIFY MASONRY OPENING DIMENSIONS. 42. PROVIDE SEPARATION BY A TIGHT FITTING DOOR BETWEEN FOOD PREPARATION AREA(S) (INCLUDING FOOD STORAGE ROOMS) AND TOILET ROOM(S). SECTION 302.6 AL ALUMINUM AN ANODIZED AUTO AUTOMATIC CLOSING ECA ELECTRONIC CONTROL ACCESS

REVISIONS
DOOR NO.

STYLE
WIDTH
HEIGHT

THICKNESS

MATERIAL
FINISH

MATERIAL

FINISH DOOR FRAME

ASSEMBLY FIRE
RATING (MINUTES) REMARKS DOOR SCHEDULE FOR DETAILS- SEE "DOOR STYLES" & "TYPICAL DOOR DETAILS"

LOCATION TYPICAL DOOR OPENINGS DOOR STYLES TYPICAL DOOR ELEMENTS BUILDING B DOORS XX

REVISIONS
DOOR NO.

STYLE
WIDTH
HEIGHT

THICKNESS

MATERIAL
FINISH

MATERIAL

FINISH DOOR FRAME

ASSEMBLY FIRE
RATING (MINUTES) REMARKS B101 B102 B104
B 3'-0" 8'-0" 1 3/4" HM SGP HM SGP - B 3'-0" 6'-8" 90 B105 B106 C 3'-0" PAIR 8'-0" - B107
D 16'-0" 16'-0" - B108
A 3'-0" PAIR 6'-8" B109 B110A 3'-0" 6'-8" B111
B 3'-0" 6'-8" B112 B113 B114 B115 B116 B117 B103 B118 B119 B120 B121 B122 B123 B124 B125 B126 B127 B128 B129 B201 B202 B203 B204 B209 B210 B211 B212 B213

FIRST FLOOR
LOCATION STAIR B3 DISCHARGE STAIR B3 ACCESS CORRIDOR / EXTERIOR TRASH ROOM TRASH ROOM MPOE / CORRIDOR TRASH VESTIBULE / CORRIDOR PANIC HARDWARE, CONTROLLED ACCESS 1 3/4" HM SGP HM SGP PANIC HARDWARE - AL FF AL FF CONTROLLED ACCESS
- - - - - 1 3/4" HM SGP HM SGP 180 CONTROLLED ACCESS 1 3/4" HM SGP HM SGP 60 1 3/4" HM SGP HM SGP 180 STAIR B1 DISCHARGE B 3'-0" 8'-0" 1 3/4" HM SGP HM SGP - PANIC HARDWARE, CONTROLLED ACCESS E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 IDF / CORRIDOR A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 STAIR B2 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 PANIC HARDWARE STAIR B2 DISCHARGE B 3'-0" 8'-0" 1 3/4" HM SGP HM SGP - PANIC HARDWARE, CONTROLLED ACCESS GARAGE D 20'-0" 9'-0" - - - - - - CONTROLLED ACCESS
A 3'-0" PAIR FIRE PUMP ROOM / GARAGE 6'-8" 1 3/4" HM SGP HM SGP 60A 3'-0" PAIR BOOSTER PUMP ROOM / GARAGE 6'-8" 1 3/4" HM SGP HM SGP 60 GARAGE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP - PANIC HARDWARE, CONTROLLED ACCESS BIKE ROOM / GARAGE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP - CONTROLLED ACCESS SECOND FLOORSTAIR B3 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE IDF A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 TRASH VESTIBULE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 C 3'-0" PAIR GARAGE / CORRIDOR 6'-8" 1 3/4" STEEL FF STEEL FF 180 CONTROLLED ACCESS ELEVATOR 2 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION ELEVATOR 1 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION THIRD FLOORB301 B302 B303 B304 B305 B306 B307 B308 B309 B310 B311 B312 B313 B314 FIFTH FLOORB501 B502 B503 B504 B505 B506 B507 B508 B509 B510 B511 B512 A 3'-0" PAIR STORAGE 6'-8" 1 3/4" HM SGP HM SGP 60 CONTROLLED ACCESS STAIR B4 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE STAIR B4 DISCHARGE B 3'-0" 8'-0" 1 3/4" HM SGP HM SGP - PANIC HARDWARE, CONTROLLED ACCESS B 3'-0" PAIR MAILROOM / CORRIDOR 6'-8" 1 3/4" HM SGP HM SGP 180 B 3'-0" PAIR MAILROOM / GARAGE 6'-8" 1 3/4" HM SGP HM SGP 60 CONTROLLED ACCESS PARCEL ROOM A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP - C 3'-0" PAIR CORRIDOR / EXTERIOR 8'-0" - AL FF AL FF - PANIC HARDWARE, CONTROLLED ACCESS ELECTRICAL ROOM / CORRIDORA 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 PANIC HARDWARE ELECTRICAL ROOM / EXTERIORA 4'-0" 8'-0" 1 3/4" HM SGP HM SGP - PANIC HARDWARE E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 STAIR B1 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE STAIR B1 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 PANIC HARDWARE, CONTROLLED ACCESS A 3'-0" PAIR STORAGE 6'-8" 1 3/4" HM SGP HM SGP 60 E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION B205 HM SGP 180 B206 B207 B208 IDFA 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 STAIR B4 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 STAIR B1 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE STAIR B2 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE STAIR B3 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE IDF A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 TRASH VESTIBULE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 C 3'-0" PAIR GARAGE / CORRIDOR 6'-8" 1 3/4" STEEL FF STEEL FF 180 CONTROLLED ACCESS ELEVATOR 2 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION ELEVATOR 1 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A 3'-0" PAIR STORAGE 6'-8" 1 3/4" HM SGP HM SGP 60 E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 IDFA 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 STAIR B4 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 STAIR B1 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE STAIR B1 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 PANIC HARDWARE STAIR B2 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE FOURTH FLOORB401 B402 B403 B404 B405 B406 B407 B408 B409 B410 B411 B412 B413 B414 STAIR B3 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE IDF A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 TRASH VESTIBULE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 C 3'-0" PAIR GARAGE / CORRIDOR 6'-8" 1 3/4" STEEL FF STEEL FF 180 CONTROLLED ACCESS ELEVATOR 2 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION ELEVATOR 1 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A 3'-0" PAIR STORAGE 6'-8" 1 3/4" HM SGP HM SGP 60 E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 IDFA 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 STAIR B4 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 STAIR B1 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE STAIR B1 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 PANIC HARDWARE STAIR B2 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE STAIR B3 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE IDF A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 TRASH VESTIBULE B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 180 ELEVATOR 2 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION ELEVATOR 1 / CORRIDOR E 3'-6" 7'-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATIONA 3'-0" PAIR STORAGE 6'-8" 1 3/4" HM SGP HM SGP 60 E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 ELEVATOR MACHINE ROOMA 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60 STAIR B4 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE E 3'-0" PAIR CORRIDOR FIRE WALL 6'-8" 1 3/4" HM SGP DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION HM SGP 180 STAIR B1 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE ROOF ACCESS ROOM A 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 60
 City Council 23 – 19112/6/2022 

SYM WIDTH HEIGHT TYPE FRAME FINISH GLAZING LOCATION WINDOW TYPES - DWELLINGS WINDOW NOTES SAFETY GLAZING REMARKS DWELLINGS & STAIRS WINDOW SCHEDULE ABBREVIATIONS F: FIXED S: SLIDER C: CASEMENT T: TEMPERED BASIS OF DESIGN MATERIAL : FINISH COLOR: MANUFACTURER: EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. SAFETY GLAZING SHALL BE PROVIDED IN HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMEBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS,SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THEBOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURFACE. 6. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 7.2. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 7.3. EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. 7.4. ONE OR MORE WALKING SURFACE(S) WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. 8. GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHEN ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: 9.1. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING; AND 9.2. THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY THE WATER'S EDGE OF A SWIMMING POOL OR SPA. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD. EXCEPTION: SAFETY GLAZING FOR ITEMS 10 OR 11 IS NOT REQUIRED FOR THE FOLLOWING INSTALLATIONS WHERE: 1) THE SIDE OF A STAIRWAY, LANDING OR RAMP WHICH HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN-FILL PANELS, COMPLYING WITH THE PROVISIONS OF SECTIONS 1013 AND 1607.7; AND 2) THE PLANE OF GLASS IS GREATER THAN 18 INCHES FROM THE RAILING. STC RATED GLAZING ALL OPERABLE AND FIXED WINDOWS AS WELL AS FRENCH DOORS SHALL BE DUAL GLAZED AND HAVE AN STC IN ACCORDANCE WITH THE ACOUSTICAL REPORT. ALL WINDOW AND DOOR ASSEMBLIES SHALL BE WELL FITTED AND WELL WEATHERSTRIPPED. 1. RESCUE WINDOWS SHALL COMPLY WITH CBC SECTION 1029. 2. TEMPERED GLASS SHALL BE PROVIDED WHERE SPECIFIED IN THIS SCHEDULE AND ON THE BUILDING, UNIT OR OTHER ENLARGED FLOOR PLANS. 3. EXTERIOR GLASS SHALL BE CLEAR DUAL PANE LOW-E WITH MAXIMUM 0.46 U-VALUE & MAXIMUM 0.22 SHGC VALUE AS REQUIRED BY THE TITLE 24 REPORT. 4. INTERIOR GLASS SHALL BE SINGLE PANE, CLEAR. 5. TINTED GLASS TO BE NON-REFLECTIVE (NO-MIRROR-LIKE TINTS OR FILMS).

A 6'-0" 6'-0" W1 VINYL DARK BRONZE LOW-E DUAL PANE EGRESS WINDOW, 6'0"x5'0" SLIDING OVER 6'0"x1'0" FIXEDB 6'-0" 6'-0" W2 VINYL DARK BRONZE LOW-E DUAL PANE 6'0"x5'0" FIXED OVER 6'0"x1'0" FIXED C 6'-0" 6'-0" W3 VINYL DARK BRONZE LOW-E DUAL PANE EGRESS WINDOW, ARCHED TOP CASEMENT OVER 6'0"x1'0" FIXEDD 6'-0" 6'-0" W4 VINYL DARK BRONZE LOW-E DUAL PANE ARCHED TOP FIXED OVER 6'0"x1'0" FIXED E 6'-0" 5'-0" W5 VINYL DARK BRONZE LOW-E DUAL PANE EGRESS WINDOW F 4'-0" 6'-0" W6 VINYL DARK BRONZE LOW-E DUAL PANE EGRESS WINDOW, 4'0"x5'0" CASEMENT OVER 4'0"x1'0" FIXED G 4'-0" 6'-0" W8 VINYL DARK BRONZE LOW-E DUAL PANE
H EGRESS WINDOW, CASEMENT 3'-0" 6'-0" W6 VINYL DARK BRONZE LOW-E DUAL PANE EGRESS WINDOW, 3'0"x5'0" CASEMENT OVER 4'0"x1'0" FIXED 4'-0" 6'-0" W7 VINYL DARK BRONZE LOW-E DUAL PANE 4'0"x5'0" FIXED OVER 4'0"x1'0" FIXED JK 3'-0" 6'-0" W7 VINYL DARK BRONZE LOW-E DUAL PANE 3'0"x5'0" FIXED OVER 3'0"x1'0" FIXED L 3'-0" 6'-0" W9 VINYL DARK BRONZE LOW-E DUAL PANE FIXED M 3'-0" 5'-0" W8 VINYL DARK BRONZE LOW-E DUAL PANE CASEMENT W1 6'-0" 6'-0"
1'-0" 5'-0" SLIDING FIXED BELOW F. FLR 8'-2 1/2" HEADER HEIGHT W2 6'-0" 6'-0"
1'-0" 5'-0" FIXED W3 ARCHED TOP CASEMENT FIXED BELOW W4 6'-0" 6'-0"
1'-0" 3'-6" ARCHED TOP FIXED 6'-0"
5'-0" W5 SLIDING W6VARIES
6'-0"
1'-0" 5'-0" CASEMENT FIXED BELOW T.O. SHEATHING 8'-2 1/2" HEADER HEIGHT W7VARIES 6'-0"
1'-0" 5'-0" FIXED W8VARIES
VARIES CASEMENT W9VARIES
VARIES FIXED 3'-0" 6'-0" W8 VINYL DARK BRONZE LOW-E DUAL PANE N CASEMENT 2'-6" 5'-0" W9 VINYL DARK BRONZE LOW-E DUAL PANE

P FIXED
1'-6" 6'-0"
6'-0"
1'-0" 3'-6" 1'-6" W10 6'-0"
6'-0"
1'-0" 5'-0" CASEMENT PAIR
Q 6'-0" 6'-0" W1 VINYL DARK BRONZE LOW-E DUAL PANE EGRESS WINDOW, PAIR 3'0"x5'0" CASEMENT OVER 6'0"x1'0" FIXED R 4'-0" 5'-0" W8 VINYL DARK BRONZE LOW-E DUAL PANE CASEMENT VINYL WINDOW SCHEDULEA7-30 COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 19212/6/2022  THIS SHEET IS FOR REFERENCE ONLY AND ILLUSTRATES CODE-REQUIRED MINIMUM STANDARDS FOR SITE ELEMENTS OF A MULTIFAMILY DEVELOPMENT. SEE PERTINENT SHEETS, DRAWINGS, AND SPECIFICATIONS FOR APPLICATION OF THESE STANDARDS TO THIS SPECIFIC PROJECT. THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE 2016 CALIFORNIA BUILDING CODE (CBC) AND APRIL 1998 FAIR HOUSING ACT (FHA) DESIGN MANUAL , AND INTENDED TO PROVIDED THE CONTRACTOR THE GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE KNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS, IF FURTHER INFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CBC AND FHA DESIGN MANUAL PRIOR TO FABRICATION OR INSTALLATION OF THE WORK. BUILDING ACCESSIBILITY SHALL COMPLY WITH CBC SECTION 1102A BUILDINGS OR PORTIONS OF BUILDINGS AND FACILITIES SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. EACH BUILDING ON THE SITE SHALL BE CONSIDERED SEPARATELY WHEN DETERMINING THE REQUIREMENTS OF ACCESSIBILITY, EXCEPT WHEN CALCULATING THE NUMBER OF UNITS WHICH MUST COMPLY WITH CBC SECTION 1102A.3.1. DWELLING UNITS WITHIN A SINGLE STRUCTURE SEPARATED BY FIRE WALLS DO NOT CONSTITUTE SEPARATE BUILDINGS. A. MULTISTORY DWELLING UNITS IN BUILDINGS WITHOUT ELEVATORS SHALL COMPLY WITH CBC SECTION 1102A.3.1 THE MINIMUM NUMBER OF MULTIFAMILY DWELLING UNITS WHICH MUST COMPLY WITH THIS CBC SECTION SHALL BE CALCULATED USING THE TOTAL NUMBER OF ALL MULTISTORY DWELLING UNITS IN BUILDINGS ON A SITE. ANY FRACTION THEREOF (OF THE 10 PERCENT REQUIRED) SHALL BE ROUNDED TO THE NEXT HIGHEST WHOLE NUMBER. B. MULTISTORY DWELLING UNITS IN BUILDINGS WITH ELEVATORS SHALL COMPLY WITH CBC SECTION 1102A.3.2. C. FOR MULTISTORY DWELLING UNITS IN BUILDINGS WITH ONE OR MORE ELEVATORS, THE STORY OF THE UNIT THAT IS SERVED BY THE BUILDING ELEVATOR IS CONSIDERED A GROUND FLOOR AND THE PRIMARY ENTRY FLOOR TO THE UNIT AND SHALL COMPLY. D. ALL GROUND FLOOR DWELLING UNITS IN NONELEVATOR BUILDINGS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE, UNLESS AN ACCESSIBLE ROUTE IS NOT REQUIRED AS DETERMINED BY THE SITE IMPRACTICALITY PROVISIONS OF CBCSECTION 1150A. FOR BUILDINGS WITH ELEVATORS, SEE CBC SECTION 1106A E. WHERE THE FIRST FLOOR OF A BUILDING CONTAINING DWELLING UNITS IS ABOVE GRADE , ALL UNITS ON THAT FLOOR SHALL BE SERVED BY AN ACCESSIBLE ROUTE. THIS FLOOR WILL BE CONSIDERED A GROUND FLOOR AND ALL DWELLING UNITS WILL BE CONSIDERED COVERED MULTIFAMILY DWELLING UNITS EXCEPT CARRIAGE UNITS AS DEFINED IN CBC CHAPTER 2. F. GARAGES, CARPORTS AND OTHER PARKING FACILITIES, WHICH ARE ACCESSORY TO COVERED MULTIFAMILY DWELLING UNITS SHALL BE ACCESSIBLE. SEE CBC CHAPTER 2FOR DEFINITION OF TERMS PARKING FACILITIES SHALL COMPLY WITH CBC SECTION 1109A A. EACH PARKING FACILITY PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND FACILITIES (e.g., SWIMMING POOLS, CLUB HOUSES, RECREATIONAL AREAS AND LAUNDRY ROOMS) THAT SERVE MULTIFAMILY DWELLINGS ON THE BUILDING SITE SHALL SHALL PROVIDE ACCESSIBLE PARKING. B. PARKING FACILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING; 1. GARAGES 2. PRIVATE GARAGES 3. CARPORTS 4. OFF STREET PARKING (PARKING LOTS/SPACES) C. PRIVATE GARAGES ACCESSORY TO COVERED MULTIFAMILY DWELLING UNITS, SHALL BE ACCESSIBLE. PRIVATE GARAGES INCLUDE INDIVIDUAL GARAGES AND INDIVIDUAL GARAGES GROUPED TOGETHER. 1. AN ATTACHED PRIVATE GARAGE DIRECTLY SERVING A SINGLE COVERED MULTIFAMILY DWELLING UNIT, PROVIDING AT LEAST ONE OF THE FOLLOWING OPTIONS, SHALL NOT BE REQUIRED TO BE ACCESSIBLE; a. A DOOR LEADING DIRECTLY FROM THE THE COVERED MULTIFAMILY DWELLING UNIT WHICH IMMEDIATELY ENTERS THE GARAGE. THE DOOR SHALL COMPLY ON BOTH SIDES WITH CBC SECTIONS 1132A.1 THROUGH 1132A.10 b. AN ACCESSIBLE ROUTE OF TRAVEL FROM THE COVERED DWELLING UNIT TO THE EXTERIOR DOOR ENTERING THE GARAGE. SEE CBC SECTIONS 1132A.1 FOR REQUIREMENTS AT BOTH EXIT DOORS. c. AN ACCESSIBLE ROUTE OF TRAVEL FROM THE DWELLING UNIT'S PRIMARY ENTRY DOOR TO THE VEHICULAR ENTRANCE AT THE GARAGE. SEE CBCSECTION 1132A.1 FOR REQUIREMENTS AT THE PRIMARY ENTRY DOOR. D. ACCESSIBLE PARKING SHALL BE PROVIDED AT A MINIMUM RATE OF 2 PERCENT OF THE COVERED MULTIFAMILY DWELLING UNITS. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. WHEN ASSIGNED PARKING IS PROVIDED, SIGNAGE AS DEFINE BY CBC SECTION 1109A.8.8 IS NOT REQUIRED. E. WHEN ASSIGNED PARKING SPACES ARE PROVIDED FOR A RESIDENT OR A GROUP OF RESIDENTS, AT LEAST 2 PERCENT OF THE ASSIGNED SPACES SERVING COVERED MULTIFAMILY DWELLING UNITS SHALL BE ACCESSIBLE IN EACH TYPE OF PARKING FACILITY. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. WHEN ASSIGNED PARKING IS PROVIDED, SIGNAGE AS DEFINE BY CBC SECTION 1109A.8.8 IS NOT REQUIRED. F. WHEN PARKING IS PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND IS NOT ASSIGNED TO A RESIDENT OR A GROUP OF RESIDENTS AT LEAST 5 PERCENT OF THE PARKING SPACES SHALL BE ACCESSIBLE AND PROVIDE ACCESS TO GRADE-LEVEL ENTRANCES OF COVERED MULTIFAMILY DWELLINGS AND FACILITIES (e.g., SWIMMING POOLS, CLUB HOUSES, RECREATION AREAS, AND LAUNDRY ROOMS) THAT SERVE COVERED MULTIFAMILY DWELLINGS. ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE AS REQUIRED BY CBC SECTION 1109A.8.8. SUCH SIGNAGE SHALL NOT BE BLOCKED FROM VIEW BY A VEHICLE PARKED IN THE SPACE. G. WHEN ASSIGNED PARKING IS PROVIDED, DESIGNATED ACCESSIBLE PARKING FOR THE DWELLING UNIT SHALL BE PROVIDED ON REQUEST OF RESIDENTS WITH DISABILITIES ON THE SAME TERMS AND WITH THE FULL RANGE OF CHOICES (e.g., OFF-STREET PARKING, CARPORT OR GARAGE) THAT ARE AVAILABLE FOR OTHER RESIDENTS. H. LOCATION OF PARKING SPACES SHALL COMPLY WITH THE FOLLOWING; 1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO AN ACCESSIBLE BUILDING OR COVERED MULTIFAMILY DWELLING UNIT ENTRANCE. ALL VAN ACCESSIBLE SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING FACILITY. 2. WHEN PARKING FACILITIES ARE LOCATED ADJACENT TO A BUILDING WITH MULTIPLE ACCESSIBLE ENTRANCES, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. 3. WHEN PRACTICAL, THE ACCESSIBLE ROUTE SHALL NOT CROSS LANES FOR VEHICULAR TRAFFIC. WHEN CROSSING VEHICULAR TRAFFIC LANES IS NECESSARY, THE ACCESSIBLE ROUTE SHALL BE DESIGNATED AND MARKED AS A CROSSWALK. 4. PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING SHALL HAVE ACCESSIBLE PARKING SPACES LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. 5. ACCESSIBLE PARKING SPACES SHALL BE LOCATED SO THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN, EXCEPT, WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THIS REQUIREMENT OR PROVIDING EQUIVALENT FACILITATION WOULD CREATE AN UNREASONABLE HARDSHIP, PARKING SPACES MAY BE PROVIDED WHICH WOULD REQUIRE A PERSON WITH PHYSICAL DISABILITIES TO WHEEL OR WALK BEHIND OTHER THAN ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING; A. ALL ENTRANCES, EXITS AND VEHICULAR PASSAGEWAYS TO AND FROM REQUIRED ACCESSIBLE PARKING SPACES WITHIN PARKING FACILITIES, SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" FROM THE FLOOR TO THE LOWEST PROJECTION OF THE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH CBC CHAPTER 11B FOR CHARACTER HEIGHT SHALL BE INSTALLED AT ALL TRANSITIONS FROM THE 8'-2" CEILING TO LOWER CEILING HEIGHTS IN VEHICULAR PASSAGEWAYS IN THE SAME PARKING LEVEL. B. PARKING SPACES SHALL BE ARRANGED TO COMPLY WITH THE FOLLOWING; 1. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT THE ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS 2. RAMPS, INCLUDING CURB RAMPS, SHALL NOT ENCROACH INTO ANY ACCESSIBLE PARKING SPACE OR THE ADJACENT LOADING AND UNLOADING ACCESS AISLE. C. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1 4" PER FOOT (2 PERCENT GRADIENT) IN ANY DIRECTION. D. PARKING SPACES ADJACENT TO ACCESSIBLE PARKING SPACES SHALL NOT BE CONSIDERED AS LOADING OR UNLOADING ACCESS AISLES. ACCESSIBLE PARKING SPACE SIZES SHALL COMPLY WITH CBC SECTIONS 1109A.8.5 & 1109A.8.6 A. WHERE ACCESSIBLE SINGLE SPACES ARE PROVIDED, THEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING: 1. SINGLE SPACES SHALL BE 14' WIDE AND LINED TO PROVIDE A 9' WIDE PARKING AREA WITH A 5' WIDE LOADING AND UNLOADING ACCESS AISLE ON THE PASSENGER SIDE OF THE VEHICLE WITH THE VEHICLE PARKED IN THE FORWARD POSITION. 2. WHEN MORE THAN ONE SPACE IS PROVIDED, TWO 9' WIDE PARKING SPACES MAY BE LINED WITH ONE ON EACH SIDE OF THE 5' WIDE LOADING AND UNLOADING ACCESS AISLE. 3. THE MINIMUM LENGTH OF THE PARKING SPACE SHALL BE 18'. 4. THE LOADING AND UNLOADING ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTED BLUE. WITHIN THE BORDER, HATCHED LINES A MAXIMUM OF 36" ON CENTER SHALL BE PAINTED A CONTRASTING COLOR WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND SURFACE WITHIN EACH 5 FOOT WIDE LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN LETTERS ON LESS THAN 12" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. B. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING: 1. EACH SPACE SHALL BE SERVED BY A LOADING AND UNLOADING ACCESS AISLE 8' WIDE, PLACES ON THE PASSENGER SIDE WITH THE VEHICLE PARKED IN THE FORWARD POSITION. 2. THE MINIMUM LENGTH OF EACH PARKING SPACE SHALL BE 18'. 3. EACH SPACE SHALL BE DESIGNATED BY SIGNAGE AS "VAN ACCESSIBLE" 4. ALL "VAN ACCESSIBLE" SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING FACILITY. 5. THE LOADING AND UNLOADING ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTED BLUE. WITHIN THE BORDER, HATCHED LINES A MAXIMUM OF 36" ON CENTER SHALL BE PAINTED A CONTRASTING COLOR WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND SURFACE WITHIN EACH 8 FOOT WIDE LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN LETTERS ON LESS THAN 12" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. ACCESSIBLE PARKING SIGNAGE SHALL COMPLY WITH CBC SECTION 1109A.8.8 A. EACH ACCESSIBLE PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTIVE SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" IN WHITE ON A DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISH GRADE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36" FROM THE PARKING SPACE FINISH GRADE, GROUND OR SIDEWALK. VAN ACCESSIBLE SPACES SHALL COMPLY WITH CBC SECTION 1109A.8.6 AND SHALL HAVE AN ADDITIONAL SIGN OR LANGUAGE STATING "VAN ACCESSIBLE" BELOW THE SYMBOL OF ACCESSIBILITY. NOTE: WHEN ASSIGNED RESIDENT PARKING IS PROVIDED, SIGNAGE IS NOT REQUIRED EXCEPT FOR VISITOR PARKING SPACES. B. ADDITIONAL SIGNAGE SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH ACCESSIBLE STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17" BY 22" IN SIZE WITH LETTERING NOT LESS THAN 1" IN HEIGHT, AND SHALL CLEARLY STATE THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT ____________________ OR BY TELEPHONING ________________." BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN. C. IN ADDITION TO THE THE ABOVE REQUIREMENTS, THE SURFACE OF EACH ACCESSIBLE PARKING SPACE SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWING SCHEMES: 1. BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" ; OR, 2. BY OUTLINING THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" IN WHITE ON A BLUE BACKGROUND. THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 36" HIGH BY 36" WIDE. NO PARKING MINIMUM 70 SQUARE INCH ACCESSIBILITY PARKING SIGNAGE EITHER POST OR WALL MOUNTED PER "PARKING SIGNAGE" DETAIL, NOTE A, ON THIS SHEET. (CBC SECTION 1109A.8.8.) 18'-0" ACCESSIBLE PARKING STALL DEPTH CONCRETE WHEEL STOP AS REQUIRED BY LOCAL JURISDICTION LOADING AND UNLOADING ACCESS AISLE STRIPING AND "NO PARKING" GROUND SURFACE IDENTIFICATION PER DETAIL 5, NOTES A.4 AND B.5 ON THIS SHEET (CBC SECTIONS 1109A.8.5 AND 1109A.8.6). SURFACE IDENTIFICATION AT ACCESSIBLE STALLS USING THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" PER DETAIL 9, NOTE C ON THIS SHEET. (CBC SECTION 1109A.8.8) 9'-0" ACCESSIBLE PARKING STALL WIDTH 5'-0" AT STD. STALL 8'-0" AT VAN STALL LOADING AND UNLOADING ACCESS AISLE 3'-0" 3'-0"
12" 12" PEDESTRIAN ROUTE SINGLE ACCESSIBLE STALL PER DETAIL 5, NOTE A.1 ON THIS SHEET DOUBLE ACCESSIBLE STALL PER DETAIL 5, NOTE A.2 ON THIS SHEET WALL WHERE OCCURS 48" MINIMUM
CLEAR LOADING AND UNLOADING ACCESS AISLE BORDER GROUND SURFACE IDENTIFICATION PER DETAIL 5, NOTES A.4 AND B.5 ON THIS SHEET (CBC SECTIONS 1109A.8.5 AND 1109A.8.6). SEE DETAIL 4, ACCESSIBLE PARKING DESIGN AND CONSTRUCTION NOTES, DETAIL 5, AND DETAIL 9 ON THIS SHEET FOR ADDITIONAL INFORMATION STALL DIMENSIONS TO CENTERLINE OF STRIPE, TYPICAL EXTERIOR ROUTES OF TRAVEL SHALL COMPLY WITH CBC SECTIONS 1110A. A. WHEN A BUILDING OR A PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, ACCESSIBLE BUILDING ENTRANCES AND BETWEEN THE BUILDING AND THE PUBLIC WAY. THE ACCESSIBLE ROUTE SHALL BE THE MOST PRACTICAL AND DIRECT ROUTE TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND BUILDING RESIDENTS. EXTERIOR ACCESSIBLE ROUTES SHALL BE PROVIDED AS FOLLOWING: 1. WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED , ALL ROUTES SHALL BE ACCESSIBLE.. 2. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING AND ACCESSIBLE LOADING AND UNLOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. 3. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, FACILITIES, ELEMENTS AND SPACES THAT ARE ON THE SAME SITE. ACCESSIBLE ROUTES SHALL BE PROVIDED BETWEEN ACCESSIBLE BUILDINGS AND SITE ACCESSIBLE FACILITIES WHEN MORE THAN ONE BUILDING OR FACILITY IS LOCATED ON THE SITE. 4. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES, ELEMENTS, AND COVERED MULTIFAMILY DWELLING UNITS. 5. AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE ENTRANCE TO EACH COVERED MULTIFAMILY DWELLING UNIT WITH EXTERIOR SPACES AND FACILITIES THAT SERVE THE DWELLING UNIT. 6. WHERE ELEVATORS ARE PROVIDED FOR VERTICAL ACCESS, ALL ELEVATORS SHALL BE ACCESSIBLE. NOTE: IF THE SLOPE OF THE FINISH GRADE BETWEEN COVERED MULTIFAMILY DWELLINGS AND A PUBLIC USE OR COMMON USE FACILITY (INCLUDING PARKING) EXCEEDS 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE), OR WHERE OTHER PHYSICAL BARRIERS (NATURAL OR ARTIFICIAL) OR LEGAL RESTRICTIONS, ALL OF WHICH ARE OUTSIDE THE CONTROL OF THE OWNER, PREVENT THE INSTALLATION OF AN ACCESSIBLE ROUTE, AN ACCEPTABLE ALTERNATIVE IS TO PROVIDE ACCESS BY A VEHICULAR ROUTE, PROVIDED; a. THERE IS ACCESSIBLE PARKING ON AN ACCESSIBLE ROUTE FOR AT LEAST 2 PERCENT OF THE COVERED MULTIFAMILY DWELLING UNITS, AND b. NECESSARY SITE PROVISIONS SUCH AS PARKING SPACES AND CURB RAMPS ARE PROVIDED AT THE PUBLIC USE OR COMMON USE FACILITY. B. SIGNS AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION WHERE THE ACCESSIBLE ROUTE DIVERGES FROM THE CIRCULATION PATH ALONG OR LEADING TO AN ACCESSIBLE ROUTE, ENTRANCE OR FACILITY, THERE SHALL BE A SIGN DISPLAYING THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY." SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND COMPLY WITH THE REQUIREMENTS OF CBC SECTION 1143A.2. C. IF CARPET OR CARPET TILE IS USED IN A COMMON-USE OR PUBLIC-USE AREA ON A GROUND OR FLOOR SURFACE, IT SHALL HAVE FIRM BACKING OR NO BACKING. THE MAXIMUM PILE HEIGHT SHALL BE LIMITED TO 1 2". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET TRIM SHALL COMPLY WITH THE REQUIREMENTS FOR CHANGES IN LEVEL. SEE NOTES A & B BELOW IN THIS DETAIL FOR ADDITIONAL INFORMATION. D. RECESSED DOOR MATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. CHANGES IN LEVEL ON ACCESSIBLE ROUTES SHALL COMPLY WITH CBC SECTIONS 1111A. A. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1 2". WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). CHANGES IN HEIGHT NOT EXCEEDING 1 4" MAY BE VERTICAL. B. CHANGES IN LEVEL GREATER THAN 1
2" SHALL BE MADE BY MEANS OF A SLOPED SURFACE NOT GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE), OR A CURB RAMP, RAMP, ELEVATOR OR PLATFORM (WHEELCHAIR) LIFT. STAIRS SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. WHEN STAIRS ARE LOCATED ALONG OR ADJACENT TO AN ACCESSIBLE ROUTE THEY SHALL COMPLY WITH CBC SECTION 1115A FOR EXTERIOR STAIRWAYS. CURB RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH CBC SECTIONS 1112A. A. CURB RAMPS WITHIN THE BOUNDARY OF THE SITE SHALL BE CONSTRUCTED AT EACH CORNER OF STREET INTERSECTIONS AND WHERE A PEDESTRIAN WAY CROSSES A CURB. THE PREFERRED AND RECOMMENDED LOCATION FOR CURB RAMPS IS ON THE CENTER OF THE CROSSWALK AT EACH STREET CORNER. WHERE IT IS NECESSARY TO LOCATE A RAMP IN THE CENTER OF A CURB RETURN, THE STREET SURFACES SHALL BE MARKED TO IDENTIFY PEDESTRIAN CROSSWALKS, AND THE LOWER END OF THE CURB RAMP SHALL TERMINATE WITHIN SUCH CROSSWALK AREAS. CURB RAMPS DO NOT REQUIRE HANDRAILS. B. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT OBSTRUCTION BY PARKED CARS. BUILT-UP CURB RAMPS SHALL BE BUILT SO THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR THE ADJACENT LOADING AND UNLOADING ACCESS AISLE. C. CURB RAMPS SHALL BE A MINIMUM OF 48" IN WIDTH. D. IF DIAGONAL (OR CORNER TYPE) CURB RAMPS HAVE RETURN CURBS OR OTHER WELL DEFINED EDGES, SUCH EDGES SHALL BE PARALLEL TO THE DIRECTION OF TRAFFIC FLOW. THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A 48" MINIMUM CLEAR SPACE (IN THE DIRECTION OF TRAVEL). IF DIAGONAL CURB RAMPS ARE PROVIDES AT MARKED CROSSINGS, THE 48" CLEAR SPACE SHALL BE WITHIN THE MARKINGS. IF DIAGONAL CURB RAMPS HAVE FLARED SIDES, THEY SHALL ALSO HAVE AT LEAST A 24" LONG SEGMENT OF STRAIGHT CURB LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. SEE CBC FIGURES 11A-3A THROUGH 11A-3L. E. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE) AND SHALL LIE, GENERALLY, IN A SINGLE SLOPED PLANE. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1 UNIT VERTICAL TO 20 UNITS HORIZONTAL (5-PERCENT SLOPE) WITHIN FOUR FEET OF THE TOP AND BOTTOM OF THE CURB RAMP. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE THE RAMP, THEN IT SHALL HAVE FLARED SIDES; THE MAXIMUM SLOPE OF THE FLARE SHALL BE 1UNIT VERTICAL IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). CURB RAMPS WITH RETURNED CURBS MAY BE USED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. SEE CBC FIGURES 11A-3A THROUGH 11A-3L. F. A LEVEL LANDING 48" DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP, SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE). G. THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE, FIRM AND SLIP RESISTANT AND SHALL BE OF A CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK. ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12" WIDE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY 3 4" ON CENTER. ALL CURB RAMPS CONSTRUCTED BETWEEN THE FACE OF CURB AND THE STREET SHALL HAVE A GROOVED BORDER AT THE LEVEL SURFACE OF THE SIDEWALK. SEE CBC FIGURES 11A-3A THROUGH 11A-3K. H. DETECTABLE WARNINGS SHALL BE PROVIDED IN ACCORDANCE WITH CBC SECTION 11B-247.1 AND SHALL COMPLY WITH CBC SECTION 11B-705.1. 1. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY CBC SECTION 11B-247.1.2. 2. PLATFORM BOARDING EDGES SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.2.1. 3. CURB RAMPS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.2. 4. ISLANDS OR CUT THROUGH MEDIANS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1 AND 11B-705.1.2.3 5. BUS STOP PADS SHALL PROVIDE A SQUARE CURB SURFACE OR DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.4. 6. 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 COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.5 7. THE EDGES OF REFLECTING POOLS SHALL BE PROTECTED BY RAILINGS, WALLS, WARNING CURBS OR DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.6. 8. WHERE IT IS NECESSARY TO CROSS TRACKS TO REACH TRANSIT BOARDING PLATFORMS, DETECTABLE WARNINGS COMPLYING WITH CBCSECTIONS 11B-705.1.1 AND 11B-705.1.2.7 SHALL BE PROVIDED. WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE SHALL COMPLY WITH CBC SECTIONS 1113A. A. WALKS AND SIDEWALKS ON AN ACCESSIBLE PATH SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR ABRUPT CHANGES IN ELEVATION EXCEEDING 1 2" . 1. WALKS AND SIDEWALKS SHALL BE A MINIMUM OF 48" IN WIDTH, EXCEPT THAT WALKS SERVING AN INDIVIDUAL DWELLING UNIT IN COVERED MULTIFAMILY BUILDINGS MAY BE REDUCED TO 36" IN CLEAR WIDTH EXCEPT AT DOORS. 2. SURFACES SHALL BE SLIP RESISTANT AS FOLLOWS: a. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AS SLIP RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. b. SURFACES WITH A SLOPE OF 6 PERCENT OR GREATER GRADIENT SHALL BE SLIP RESISTANT. c. SURFACE CROSS SLOPES SHALL NOT EXCEED 1 4" PER FOOT (2-PERCENT SLOPE) EXCEPT WHEN THE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS IT CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPE MAY BE INCREASED TO 1 2" PER FOOT (4-PERCENT SLOPE) FOR DISTANCES NOT TO EXCEED 20 FEET B. ALL WALKS ON AN ACCESSIBLE ROUTE WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 60" IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. C. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK ON AN ACCESSIBLE ROUTE EXCEEDS 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE), IT SHALL COMPLY WITH THE RAMP PROVISIONS. SEE SHEET A-530 FOR ADDITIONAL INFORMATION. D. ALL WALKS ON AN ACCESSIBLE ROUTE SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" BY 60" AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK , AND NOT LESS THAN 48" WIDE BY 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. E. THE BOTTOM 10" OF ALL DOORS AND/OR GATES EXCEPT AUTOMATIC AND SLIDING DOORS OR GATES SHALL HAVE A SMOOTH , UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. F. WALKS, SIDEWALKS AND PEDESTRIAN WAYS ON AN ACCESSIBLE ROUTE SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE LIMITED TO 1 2" IN THE DIRECTION OF TRAVEL FLOW. EXCEPTIONS ARE AS FOLLOW: 1. WHERE THE ENFORCEMENT AGENCY DETERMINES THAT COMPLIANCE WITH THIS SECTION WOULD CREATE AN UNREASONABLE HARDSHIP, AN EXCEPTION MAY BE GRANTED WHEN EQUIVALENT FACILITATION IS PROVIDED. 2. THIS SECTION SHALL NOT APPLY IN THOSE CONDITIONS WHERE, DUE TO LEGAL OR PHYSICAL CONSTRAINTS, ALL OR PORTIONS OF THE SITE OF THE PROJECT WILL NOT ALLOW COMPLIANCE WITH THESE BUILDING STANDARDS OR EQUIVALENT FACILITATION ON ALL PORTIONS OF ONE SITE WITHOUT CREATING AN UNREASONABLE HARDSHIP. EXTERIOR RAMPS AND LANDINGS ON AN ACCESSIBLE ROUTE SHALL COMPLY WITH CBC SECTIONS 1114A. A. THE WIDTH OF RAMPS SHALL BE CONSISTENT WITH THE REQUIREMENTS FOR EXITS PER CBC CHAPTER 10. IN NO CASE SHALL A RAMP WIDTH BE LESS THAN THE FOLLOWING: 1. RAMPS SERVING ACCESSIBLE ENTRANCES TO COVERED MULTIFAMILY BUILDINGS WHERE A RAMP IS THE ONLY EXIT DISCHARGE PATH AND SERVES AN OCCUPANT LOAD OF 300 OR MORE SHALL HAVE A MINIMUM CLEAR WIDTH OF 60". 2. RAMPS SERVING ACCESSIBLE ENTRANCES OF COVERED MULTIFAMILY DWELLINGS WITH AN OCCUPANT LOAD OF 10 OR LESS MAY BE 36" IN CLEAR WIDTH. 3. ALL OTHER RAMPS SHALL HAVE A MINIMUM CLEAR WIDTH OF 48". 4. HANDRAILS, CURBS, WHEEL GUIDES AND/OR APPURTENANCES SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF A RAMP. SEE NOTE G BELOW FOR ADDITIONAL INFORMATION. B. THE MAXIMUM SLOPE OF RAMPS ON AN ACCESSIBLE ROUTE SHALL BE NO GREATER THAN 1 VERTICAL UNIT IN 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE). TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE FROM ABRUPT CHANGES. RAMPS SERVING DECKS, PATIOS AND BALCONIES ARE EXEMPT AND MUST COMPLY WITH CBC SECTION 1132A.4 . C. THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1 4" PER FOOT (2-PERCENT SLOPE). D. OUTDOOR RAMPS, RAMP LANDINGS AND THEIR APPROACHES SHALL BE DESIGNED AND CONSTRUCTED SO THAT WATER WILL NOT ACCUMULATE ON THE WALKING SURFACE. E. RAMP LANDINGS SHALL BE LEVEL AND COMPLY WITH THE FOLLOWING: 1. LANDINGS SHALL BE PROVIDED AT THE TOP AND THE BOTTOM OF EACH RAMP. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30" OF VERTICAL RISE AND AT EACH CHANGE OF DIRECTION. LANDINGS ARE NOT CONSIDERED IN DETERMINING THE MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP. 2. TOP LANDINGS SHALL NOT BE LESS THAN 60" WIDE. TOP LANDING SHALL HAVE A MINIMUM LENGTH OF 60" IN THE DIRECTION OF THE RAMP RUN. SEE DETAIL 4 ON THIS SHEET FOR MANEUVERING CLEARANCES AT DOORS. 3. THE WIDTH OF BOTTOM AND INTERMEDIATE LANDINGS SHALL NOT BE LESS THAN THE WIDTH OF THE RAMP. 4. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE LANDING TO LESS THAN 42" AND SHALL NOT REDUCE THE REQUIRED EXIT WIDTH BY MORE THAN 3" WHEN FULLY OPEN. 5. THE WIDTH OF THE LANDING SHALL COMPLY WITH THE STRIKE EDGE EXTENSION AND MANEUVERING SPACE AT DOORS PER DETAIL 4 ON THIS SHEET. 6. INTERMEDIATE AND BOTTOM LANDINGS AT A CHANGE IN DIRECTION IN EXCESS OF 30 DEGREES SHALL HAVE A LENGTH IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72". 7. OTHER INTERMEDIATE LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN NOT LESS THAN 60". F. RAMPS MORE THAN 30" IN HEIGHT ABOVE THE ADJACENT FLOOR OR GROUND AND OPEN ON ONE OR BOTH SIDES SHALL BE PROVIDED WITH GUARDRAILS AS REQUIRED BY CBC SECTION 1012. GUARDS SHALL BE CONTINUOUS FROM THE TOP OF THE RAMP TO THE BOTTOM OF THE RAMP. G. RAMP HANDRAILS SHALL COMPLY WITH THE FOLLOWING: 1. HANDRAILS SHALL BE PROVIDED AT EACH SIDE OF RAMPS WHEN THE SLOPE EXCEEDS 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE). HANDRAILS SHALL BE CONTINUOUS EXCEPT AT THE FOLLOWING LOCATIONS: a. CURB RAMPS b. RAMPS THAT SERVE AN INDIVIDUAL DWELLING UNIT MAY HAVE ONE HANDRAIL, EXCEPT THAT RAMPS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS PROVIDED ON THE OPEN SIDE OR SIDES. c. RAMPS AT EXTERIOR DOOR LANDINGS WITH LESS THAN 6" RISE OR LESS THAN 72" IN LENGTH.. 2. HANDRAIL CONFIGURATIONS SHALL COMPLY WITH THE FOLLOWING: a. THE TOP OF HANDRAILS SHALL BE 34" TO 38" ABOVE THE RAMP SURFACE. b. HANDRAILS SHALL EXTEND A MINIMUM 12" BEYOND THE TOP AND THE BOTTOM OF THE RAMP. WHERE THE EXTENSION CREATES A HAZARD, THE TERMINATION OF THE EXTENSION SHALL BE ROUNDED AND RETURN SMOOTHLY TO THE FLOOR WALL OR POST. c. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1 12" BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS SHALL NOT REDUCE THE REQUIRED MINIMUM CLEAR WIDTH OF THE RAMP. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3" DEEP AND EXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. ANY WALL OR SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. d. THE HANDGRIP PORTION OF THE HANDRAIL SHALL NOT BE LESS THAN 1 1 4" NOR MORE THAN 2" IN CROSS-SECTIONAL DIMENSION OR SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1 8". HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. H. RAMPS EXCEEDING 10' IN LENGTH AND RAMP LANDINGS HAVING A VERTICAL DROP EXCEEDING 4", NOT BOUND BY WALLS OR A FENCE, SHALL BE PROVIDED WITH ONE OF THE FOLLOWING: 1. GUIDE CURBS A MINIMUM 2" IN HEIGHT AT EACH SIDE; OR 2. WHEEL GUIDE RAILS AT EACH SIDE, CENTERED AT 2" TO 4" ABOVE THE SURFACE OF THE RAMP OR RAMP LANDING. EXTERIOR STAIRWAYS SERVING BUILDINGS ON A SITE CONTAINING MULTIFAMILY DWELLING UNITS SHALL COMPLY WITH CBC SECTIONS 1115A. A. OPEN RISERS ARE NOT PERMITTED ON EXTERIOR STAIRWAYS EXCEPT FOR THE FOLLOWING: 1. AN OPENING OF NOT MORE THAN 1 2" MAY BE PERMITTED BETWEEN THE BASE OF THE RISER AND THE BASE OF THE TREAD. 2. RISERS CONSTRUCTED OF GRATING CONTAINING OPENINGS OF NOT MORE THAN 1 2" MAY BE PERMITTED. B. TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH, ROUNDED OR CHAMFERED EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE). C. NOSING SHALL NOT PROJECT MORE THAN 1 1 4" PAST THE FACE OF THE RISER BELOW. RISERS SHALL BE SLOPED OR THE UNDERSIDE OF THE NOSING SHALL HAVE AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL D. EXTERIOR STAIRS SERVING BUILDINGS ON A SITE CONTAINING MULTIFAMILY DWELLING UNITS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM 2" WIDE TO A MAXIMUM 4" WIDE PLACED PARALLEL TO AND NOT MORE THAN I" FROM THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE IS ACCEPTABLE. E. STAIR HANDRAILS SHALL COMPLY WITH THE FOLLOWING: 1. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. INTERMEDIATE HANDRAILS SHALL BE LOCATED EQUIDISTANT FROM THE SIDES OF THE STAIRWAY AND COMPLY WITH CBC SECTION 1014.9. STAIRWAYS SERVING AN INDIVIDUAL DWELLING UNIT ARE EXEMPT AND MAY HAVE ONE HANDRAIL, EXCEPT THAT STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS ON THE OPEN SIDE OR SIDES. 2. HANDRAIL CONFIGURATIONS SHALL COMPLY WITH THE FOLLOWING: a. THE TOP OF HANDRAILS SHALL BE 34" TO 38" ABOVE THE NOSING OF THE TREADS. b. ENDS SHALL BE RETURNED OR TERMINATE IN NEWEL POST OR SAFETY TERMINALS. c. HANDRAILS SHALL EXTEND A MINIMUM 12" BEYOND THE TOP NOSING AND 12", PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING. WHERE THE EXTENSION CREATES A HAZARD, THE TERMINATION OF THE EXTENSION SHALL BE ROUNDED AND RETURN SMOOTHLY TO THE FLOOR WALL OR POST. WHERE STAIRS ARE CONTINUOUS FROM LANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT ONTO THE LANDING. d. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1 1 2" BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS SHALL NOT REDUCE THE REQUIRED MINIMUM CLEAR WIDTH OF THE RAMP. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3" DEEP AND EXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. ANY WALL OR SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. e. THE HANDGRIP PORTION OF THE HANDRAIL SHALL NOT BE LESS THAN 1 1 4" NOR MORE THAN 2" IN CROSS-SECTIONAL DIMENSION OR SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1 8". HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. HAZARDS ON ACCESSIBLE ROUTE SHALL COMPLY WITH CBC SECTIONS 1116A. A. WARNING CURBS. ABRUPT CHANGES IN LEVEL EXCEEDING 4" IN VERTICAL DIMENSION, SUCH AS CHANGES IN LEVEL PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS SHALL BE IDENTIFIED BY CURBS OR OTHER APPROVED BARRIERS PROJECTING AT LEAST 6" IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP-OFF. WARNING CURBS ARE NOT REQUIRED AT THE FOLLOWING: 1. BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, OR 2. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED WITH EDGE PROTECTION. B. HEADROOM CLEARANCE. WALKS, PEDESTRIAN WAYS AND OTHER CIRCULATION SPACES WHICH ARE PART OF THE REQUIRED EGRESS SYSTEM SHALL HAVE A MINIMUM CLEAR HEADROOM AS REQUIRED IN CBC SECTION 1003.2 OTHER WALKS AND PEDESTRIAN WAYS AND OTHER CIRCULATION SPACES SHALL HAVE A MINIMUM CLEAR HEADROOM OF 80". IF THE VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80" NOMINAL DIMENSION, A GUARDRAIL OR OTHER BARRIER HAVING ITS LEADING EDGE LOWER THAN 27" ABOVE THE FINISH FLOOR SHALL BE PROVIDED. DOORWAYS AND ARCHWAYS LESS THAN 24" IN DEPTH MAY HAVE A MINIMUM CLEAR HEADROOM OF 80" NOMINAL. C. OVERHANGING OBSTRUCTIONS. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. WHERE A GUY SUPPORT IS USED PARALLEL TO A PATH OF TRAVEL, INCLUDING BUT NOT LIMITED TO, SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT AN OVERHANGING OBSTRUCTION. ( SEE NOTE B ABOVE FOR REQUIRED HEADROOM CLEARANCE). D. FREE-STANDING SIGNS. WHEREVER SIGNS ARE MOUNTED ON POSTS OR PYLONS PROTRUDE FROM THE POST OR PYLONS AND THE BOTTOM EDGE OF THE SIGN IS LESS THAN 80" ABOVE THE FINISH FLOOR OR GROUND LEVEL, THE EDGES OF SUCH SIGNS SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF 1 8". ( SEE NOTE B ABOVE FOR REQUIRED HEADROOM CLEARANCE). 9'-0" ACCESSIBLE PARKING STALL WIDTH RESERVED PARKING VAN ACCESSIBLE 1'-0" 1'-6" 8" SQ x 1
4" THICK STEEL PLATE EPOXY TO CONCRETE SLAB CONCRETE SIDEWALK 3" DIA. x 1 4" THICK STEEL PIPE WELDED TO STEEL PLATE
3'-0"
1'-6" MINIMUM 1 12" SQ. STEEL TUBE EXTENDED INTO CONCRETE FILLED PIPE ADD SIGN BELOW AT VAN ACCESSIBLE PARKING SPACE WHITE LETTERS, BORDER AND INTERNATIONAL SYMBOL OF ACCESSIBILITY ON BLUE BACKGROUND MOUNT SIGNS TO COMPLY WITH THE REQUIREMENTS OF "HAZZARDS ON ROUTES", SEE DETAIL ON THIS SHEET

2.35"
APART 2.35" APART 0.45" AT TOP 0.90" AT BASE

0.2"
HIGHTAPER EXPOSED EDGES TO COMPLY WITH "CHANGES IN LEVEL ON ACCESSIBLE ROUTES" SEE "EXTERIOR ROUTES" DETAIL THIS SHEET FOR ADDITIONAL INFORMATION. SECTION A-A 18'-0" MIN SPACE 12'-0" MIN SPACE NO PARKING 5'-0" MIN ACCESS AISLE 36" OC 4" WHITE LINE 12" HIGH WHITE CHARACTERS EV SPACE or EV CHARGING 6" HIGH WHITE SPACE NUMBER ### 4" WHITE BORDER (BLUE BORDER ONLY IF ACCESSIBLE SPACE OCCURS ON RIGHT SIDE) 12" HIGH WHITE "NO PARKING" 4" WHITE DIAGONAL LINES WALL MOUNTED EV CHARGING EQUIP WHERE OCCURS 30"x48" CLEAR FLOOR SPACE 1:48 MAX SLOPE IN ANY DIRECTION 20 8 1817
4 6 16
- 21 13
9 GENERAL NOTES
- 24
-HAZARDS ON ROUTES EXTERIOR STAIRS WALKS & SIDEWALKS 12 ACCESSIBLE PARKING SPACE LAYOUT CURB RAMPS PARKING SIGNAGE EXTERIOR ROUTES PARKING SPACE SIZES BUILDING ACCESSIBILITY PARKING FACILITIES 5 21 EXTERIOR RAMPS & LANDINGS15
- 22- 23
- 19 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL ACCESSIBLE ROUTES, PARKING NOTES AND DETAILS RESIDENT VAN EV CHARGING SPACE AD-01  City Council 23 – 19312/6/2022 
2 1 PULL SIDE18" MIN. IF PILE HEIGHT EXCEEDS 1/4", THEN EDGES MUST HAVE BEVELED TRIM EXPOSED EDGE 1/2" MAX. PILE THICKNESS TRANSITION TRIM FIRM PAD 39" MIN - 41 MAX.
48" MAX.

TOP OF MOUNTING BRACKET 27" MAX. SHOWERS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH CBC SECTIONS 1127A.5.3 AND 11B-608. A. SHOWERS SHALL BE CONSISTENT WITH ONE OF THE FOLLOWING SIZES AND SHALL BE MEASURED FROM THE FACE OF WALL SURFACES: 1. ROLL-IN SHOWER, 60" MIN. IN WIDTH BY 30" MIN. IN DEPTH WITH A FULL OPENING WIDTH ON THE LONG THE SIDE, SEE FIGURE 16.1 BELOW. 2. ALTERNATE ROLL-IN SHOWER, 60" MIN. IN WIDTH BY 36" IN DEPTH WITH AN ENTRANCE OPENING WIDTH OF 36", SEE FIGURE 16.2 BELOW. 3. ALTERNATE ROLL-IN SHOWER WITH OPTIONAL ENCLOSURE, 60" MIN. IN WIDTH BY 36" MIN. IN DEPTH AS LONG AS THE ENTRANCE OPENING WIDTH IS A MIN. 36", SEE FIGURE 16.3 BELOW. B. THRESHOLDS IN ROLL-IN TYPE SHOWERS SHALL BE 1/2" HIGH MAX. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERT. IN 2 UNITS HORIZ. C. SHOWER COMPARTMENT FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. THE MAXIMUM SLOPE OF THE FLOOR SHALL BE 1/4" PER FOOT IN ANY DIRECTION. WHEN DRAINS ARE PROVIDED, GRATE OPENINGS SHALL BE 1/4" MAXIMUM AND LOCATED FLUSH WITH THE FLOOR SURFACE. D. WHERE, WITHIN THE SAME FUNCTIONAL AREA, TWO OR MORE ACCESSIBLE SHOWERS ARE PROVIDED, THERE SHALL BE AT LEAST ONE SHOWER CONSTRUCTED OPPOSITE HAND FROM THE OTHER OR OTHERS (THAT IS, ONE LEFT-HAND CONTROL VERSUS ONE RIGHT-HAND CONTROL). E. WATER CONTROLS SHALL BE OF A SINGLE-LEVER DESIGN, OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LBS. THE CENTERLINE OF THE CONTROLS SHALL BE LOCATED 39" TO 41" ABOVE THE SHOWER FLOOR AND LOCATED WITHIN THE SHOWER PER THE FIGURES WITHIN. F. A SHOWER SPRAY UNIT WITH A HOSE 59" INCHES LONG MINIMUM THAT CAN BE USED BOTH AS A FIXED POSITION SHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED. THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A NON-POSITIVE SHUT-OFF. IF AN ADJUSTABLE-HEIGHT SHOWER HEAD OR A VERTICAL BAR IS USED, THE BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF GRAB BARS. SHOWER SPRAY UNITS SHALL DELIVER WATER THAT IS 120°F MAXIMUM. WHERE SUBJECT TO EXCESSIVE VANDALISM, TWO FIXED SHOWER HEADS SHALL BE INSTALLED INSTEAD OF A HAND-HELD SPRAY UNIT IN FACILITIES THAT ARE NOT TRANSIENT LODGING GUEST ROOMS. EACH SHOWER HEAD SHALL BE INSTALLED SO IT CAN BE OPERATED INDEPENDENTLY OF THE OTHER AND SHALL HAVE SWIVEL ANGLE ADJUSTMENTS, BOTH VERTICALLY AND HORIZONTALLY. G. A FOLDING SEAT SHALL BE SIZED AND LOCATED AS SHOWN BELOW. SEE DETAIL13 THIS SHEET FOR SEAT STRENGTH AND MOUNTING REQUIREMENTS. H. GRAB BARS SHALL BE LOCATED ON WALLS ADJACENT TO AND OPPOSITE THE SEAT. GRAB BARS SHALL ALSO COMPLY WITH THE DIAMETER, LOADING AND PROJECTION REQUIREMENTS OF DETAIL 13 ON THIS SHEET. GRAB BARS SHALL BE MOUNTED BETWEEN A MINIMUM 33" AND A MAXIMUM 36" ABOVE THE SHOWER FLOOR. L-SHAPED GRAB BARS ARE PERMISSIBLE OR MULTIPLE GRAB BARS INSTALLED AT THE SAME HEIGHT AND NO MORE THAN 6" FROM ADJACENT WALLS. GRAB BARS MAY BE MOUNTED ON WALLS ADJACENT TO AND OPPOSITE THE SEAT, BUT SHALL NOT EXTEND TO INCLUDE THAT PORTION OF WALL OVER THE SEAT. I. WHEN A SOAP DISH IS PROVIDED, IT SHALL BE LOCATED ON THE CONTROL WALL AT A MAXIMUM HEIGHT OF 40" ABOVE THE SHOWER FLOOR, AND WITHIN THE 27" MAXIMUM REACH LIMITS FROM THE SEAT. J. ENCLOSURES, WHEN PROVIDED FOR SHOWER COMPARTMENTS, SHALL NOT OBSTRUCT CONTROLS OR TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS. 17" MIN.
19" MAX. 12" MAX. 42" MIN.
33" - 36"
19" MIN.
40" MAX.
33" - 36" 12" MIN. 24" MIN. 36" MIN. REAR WALL SIDE WALL CL 24" MIN. 7" - 9" WATER CLOSETS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH CBC SECTION 1127A.2.1, 1127A.2.3, ICC_A117.1-09 A. WATER CLOSET FIXTURES LOCATED IN ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE ACCESSIBLE WATER CLOSET SHALL BE 18" FROM THE SIDE WALL OR PARTITION. B. ACCESSIBLE WATER CLOSETS SHALL BE PROVIDED A CLEAR FLOOR SPACE AND MANEUVERING SPACE PER DETAILS 8 AND 9 ON THIS SHEET . C. THE SEAT HEIGHT OF A WATER CLOSET ABOVE FINISH FLOOR SHALL BE 17" MINIMUM AND 19" MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. SEATS SHALL BE 2" HIGH MAXIMUM. D. GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH DEAIL 13 OF THIS SHEET. GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL AS INDICATED BELOW. E. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED CONTROLS SHALL COMPLY WITH DETAIL 17 OF THIS SHEET EXCEPT THAT THEY SHALL BE LOCATED 44 INCHES MAXIMUM ABOVE THE FLOOR. F. TOILET PAPER DISPENSERS SHALL BE LOCATED AS INDICATED BELOW AND PER DETAIL 14 OF THIS SHEET. G. ACCESSIBLE WATER CLOSETS SHALL BE PROVIDED A CLEAR FLOOR SPACE AND MANEUVERING SPACE PER DETAILS 8 AND 9 ON THIS SHEET . 48" MINIMUM 30" MINIMUM ACCESSIBLE URINALS SHALL COMPLY WITH CBC SECTION 1127A.2.4 AND 11B-605. A. URINALS SHALL BE FLOOR MOUNTED (STALL TYPE) OR WALL HUNG WITH THE RIM 17" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13-1/2" DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. C. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE OF 30" X 48" IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. THE CLEAR FLOOR SPACE SHALL COMPLY WITH DETAIL 22 OF THIS SHEET. D. FLUSH CONTROLS SHALL HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH DETAIL 17 OF THIS SHEET EXCEPT THAT THE FLUSH CONTROL SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 44" ABOVE FINISH FLOOR. 13-1/2" MIN. 17" MAX.13-1/2" MIN. 17" MAX.
17" MAX. SINGLE-ACCOMMODATION TOILET FACILITIES SHALL COMPLY WITH CBC SECTION 1127A.2.2 AND 11B-603. A. THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30" WIDE BY 48" LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE . THERE SHALL BE IN THE ROOM A CLEAR FLOOR SPACE OF AT LEAST 60" IN DIAMETER, OR A T-SHAPED SPACE COMPLYING WITH DETAIL 22, NOTE B, OF THIS SHEET; SEE FIGURES 9.1 AND 9.2 BELOW. NO DOOR SHALL NOT ENCROACH INTO THIS CLEAR FLOOR SPACE FOR MORE THAN 12"; SEE FIGURE 9.2 BELOW. B. WHEN A TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE COMPLYING WITH DETAIL 22, NOTE C, OF THIS SHEET, IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE; SEE FIGURE 9.2 BELOW. C. PROVIDE ONE ACCESSIBLE WATER CLOSET IN COMPLIANCE WITH THE REQUIREMENTS WITHIN THIS DETAIL AND DETAIL 10 ON THIS SHEET . PROVIDE ONE LAVATORY IN COMPLIANCE WITH DETAIL 12 0F THIS SHEET. D. ALL DOORS FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36" EXCEPT AT DOORS. SEE DETAIL 4 OF THIS SHEET . E. THE ACCESSIBLE ROUTE AND TOILET ROOM FLOOR SHALL BE STABLE, FIRM AND SLIP RESISTANT. F. GRAB BARS SHALL BE INSTALLED IN COMPLIANCE WITHDETAILS 10 & 13 OF THIS SHEET . G. THE ENTRANCE DOOR SHALL BE PROVIDED WITH A PRIVACY LOCK OR LATCH IN COMPLIANCE WITH DETAIL 4 0F THIS SHEET. MULTIPLE-ACCOMMODATION TOILET FACILITIES SHALL COMPLY WITH CBC SECTIONS 1127A.2.1 AND 11B-604. A. TURNING SPACE OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60" OR A T-SHAPED SPACE SHALL BE PROVIDED WITHIN THE TOILET FACILITY. THE WHEECHAIR TURNING SPACE SHALL COMPLY WITH SECTION 1138A.1.3. OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT, A DOOR, IN ANY POSITION, MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN 12". B. DOORS SHALL NOT SWING INTO THE FLOOR SPACE REQUIRED FOR ANY FIXTURE. REQUIRED CLEAR FLOOR SPACE, CLEARANCE AT FIXTURES, AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. SEE FIGURE 8.2-B BELOW, ACCESSIBLE COMPARTMENT WITH SIDE IN-SWING DOOR. C. PROVIDE A MINIMUM OF ONE ACCESSIBLE WATER CLOSET IN COMPLIANCE WITH THE REQUIREMENTS WITHIN THIS DETAIL AND DETAIL 10 ON THIS SHEET . PROVIDE AT LEAST 5 PERCENT OF LAVATORIES, BUT NOT LESS THAN ONE LAVATORY, SHALL BE ACCESSIBLE IN COMPLIANCE WITH DETAIL 12 0F THIS SHEET. D. WATER CLOSETS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE FOLLOWING: 1. THE CENTERLINE OF THE ACCESSIBLE WATER CLOSET SHALL BE 18" MAXIMUM FROM THE SIDE WALL OR PARTITION. THE CENTERLINE OF THE ACCESSIBLE WATER CLOSET LOCATED IN A AMBULATORY ACCESSIBLE COMPARTMENT, REQUIRED BY NOTE F BELOW, SHALL BE 18" FROM THE SIDE WALL OR PARTITION. 2. PROVIDE A CLEAR FLOOR SPACE AND MANEUVERING SPACE IN COMPLIANCE WITH FIGURES 8.1A, 8.1B, 8.2A OR 8.2B AT THE ACCESSIBLE WATER CLOSET COMPARTMENT AND FIGURE 3 WHEN A AMBULATORY ACCESSIBLE COMPARTMENT IS REQUIRED. E. ACCESSIBLE WATER CLOSET COMPARTMENT DOORS SHALL COMPLY WITH THE FOLLOWING: 1. THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH AN AUTOMATIC-CLOSING DEVISE, AND SHALL HAVE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WHEN LOCATED AT THE END AND 34" WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. SEE ALL FIGURES BELOW. 2. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. 3. EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS, A CLEAR, UNOBSTRUCTED ACCESS OF NOT LESS THAN 44 INCHES SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY PERSONS WITH DISABILITIES, AND THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL NOT BE LESS THAN 48 INCHES AS MEASURED AT RIGHT ANGLES TO COMPARTMENT DOOR IN ITS CLOSED POSITION. MANEUVERING SPACE OUTSIDE THE COMPARTMENT DOOR SHALL COMPLY WITH DETAIL 4, NOTE F, OF THIS SHEET. MANEUVERING SPACE INSIDE THE COMPARTMENT SHALL COMPLY WITH THE THE FIGURES BELOW. 4. TOE CLEARANCE SHALL BE PROVIDED ON AT LEAST ONE SIDE PARTITION OF AT LEAST 9" HIGH AND 6" DEEP MEASURED FROM THE COMPARTMENT-SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. PARTITION COMPONENTS AT TOE CLEARANCES SHALL BE SMOOTH WITHOUT SHARP EDGES OR ABRASIVE SURFACES. TOE CLEARANCE IS NOT REQUIRED IN COMPARTMENTS GREATER THAN 66" WIDE. F. IN LARGE TOILET ROOMS, WHERE SIX OR MORE STALLS ARE PROVIDED WITHIN A MULTIPLE- ACCOMMODATION TOILET ROOM, IN ADDITION TO THE WATER CLOSET COMPARTMENT REQUIRED ABOVE, PROVIDE AT LEAST ONE AMBULATORY ACCESSIBLE COMPARTMENT. THE AMBULATORY ACCESSIBLE COMPARTMENT SHALL BE 36" WIDE WITH AN OUTWARD SWINGING SELF-CLOSING DOOR AND PARALLEL GRAB BARS COMPLYING WITH DETAIL 13 OF THIS SHEET INSTALLED ON EACH SIDE WALL OF THE COMPARTMENT. SEE FIGURE 8.3 BELOW. COMMON ACCESSIBLE LAUNDRY ROOMS SHALL COMPLY WITH CBC SECTIONS 1127A.10 AND 11B-611 WHERE COMMON USE LAUNDRY ROOMS ARE PROVIDED, AT LEAST ON TYPE OF APPLIANCE PROVIDED IN EACH LAUNDRY AREA SHALL BE ACCESSIBLE AND SHALL BE ON AN ACCESSIBLE ROUTE. SUCH APPLIANCES SHALL INCLUDE CLOTHES WASHING MACHINES, DRYERS, SOAP DISPENSERS AND ANY RELATED FEATURES SUCH AS WASH SINKS, TABLES AND STORAGE AREAS. WHERE LAUNDRY ROOMS ARE PROVIDED ON FLOORS OF AN ELEVATOR BUILDING, EACH LAUNDRY ROOM SHALL BE ACCESSIBLE. WHERE THERE IS ONE LAUNDRY ROOM ON A GROUND FLOOR IN EACH BUILDING, EACH LAUNDRY ROOM SHALL BE ACCESSIBLE. WHERE THERE IS A LAUNDRY ROOM ON THE GROUND FLOOR OF A BUILDING AND ANOTHER LOCATED IN A BASEMENT, IT IS ACCEPTABLE TO ONLY HAVE THE GROUND FLOOR LAUNDRY ACCESSIBLE. A. THERE SHALL BE A MINIMUM CLEAR SPACE 30" PERPENDICULAR BY 48" PARALLEL IN FRONT OF CLOTHES WASHERS AND DRYERS REQUIRED TO BE ACCESSIBLE. THERE SHALL BE A MINIMUM CLEAR SPACE 30" BY 48" PROVIDED FOR AT LEAST ONE TYPE OF FIXTURE OR APPLIANCE PROVIDED IN THE LAUNDRY ROOM (E.G., SOAP DISPENSERS, WASH SINKS, TABLES AND STORAGE AREAS). B. CLOTHES WASHERS AND DRYERS INCLUDING STACKED CLOTHES WASHERS AND DRYERS REQUIRED TO BE ACCESSIBLE SHALL HAVE CONTROLS (INCLUDING COIN SLOTS) WITHIN THE REACH RANGE OF A SEATED USER. CONTROLS SHALL BE LOCATED NO HIGHER THAN 48" AND NO LOWER THAN 15", ABOVE THE FINISH FLOOR MEASURED TO THE CENTER OF THE GRIP. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, A WASHER OR DRYER) BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH, OR 46" FOR SIDE APPROACH, PROVIDED THAT THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PROVIDE THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. SEE DETAIL 22 ON THIS SHEET . C. WASHING MACHINES AND CLOTHES DRYERS IN ACCESSIBLE COMMON USE LAUNDRY ROOMS SHALL BE FRONT LOADING. D. DEEP UTILITY SINKS SHALL MEET THE REQUIREMENTS FOR FAUCET CONTROLS (SEE DETAIL 12 THIS SHEET) ANDA 30"X48" CLEAR FLOOR SPACE PARALLEL TO THE SINK SHALL BE PROVIDED. E. FOLDING TABLES SHALL BE PROVIDED WITH THE TABLE TOP BETWEEN 28" TO 34" ABOVE THE FLOOR. KNEE SPACE SHALL BE PROVIDED BELOW IN COMPLIANCE WITH DEAIL 12 THIS SHEET. 17"-19" THIS SHEET IS FOR REFERENCE ONLY AND ILLUSTRATES CODE-REQUIRED MINIMUM STANDARDS FOR COMMON AND PUBLIC USE FACILITIES WITHIN A MULTIFAMILY DEVELOPMENT. SEE PERTINENT SHEETS, DRAWINGS, AND SPECIFICATIONS FOR APPLICATION OF THESE STANDARDS TO THIS SPECIFIC PROJECT. THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE CALIFORNIA BUILDING CODE (CBC) AND FAIR HOUSING ACT (FHA) DESIGN MANUAL , AND INTENDED TO PROVIDED THE CONTRACTOR THE GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE KNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS, IF FURTHER INFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CBC AND FHA DESIGN MANUAL PRIOR TO FABRICATION OR INSTALLATION OF THE WORK. COMMON USE FACILITIES SHALL COMPLY WITH CBC CHAPTER 11A AND ANSI A117.1 AS REFERENCED BY THE FAIR HOUSING ACT (FHA) DESIGN MANUAL . IF COMMON USE FACILITIES ARE MADE AVAILABLE TO THE PUBLIC, IF ONLY PERIODICALLY, THEY MUST COMPLY WITH CBC CHAPTER 11B AND ADAS N ADDITION TO THE REQUIREMENTS LISTED ABOVE DURING PERIODS OF PUBLIC USE. WHEN PROVIDED, COMMON USE AREAS AND FACILITIES IN COVERED MULTIFAMILY DEVELOPMENTS SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. COMMON USE FACILITIES INCLUDE, BUT ARE NOT LIMITED TO; LOBBIES, TOILET AND BATHING FACILITIES, LAUNDRY FACILITIES,COMMUNITY ROOMS, CLUBHOUSES, HEALTH AND FITNESS FACILITIES, GAME ROOMS AND PORTIONS OF COMMON USE TENANT STORAGE. ALL ENTRANCES, DOORS, FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. PUBLIC USE FACILITIES AND AREAS SHALL COMPLY WITH CBC CHAPTER 11B AND ADAS. WHEN PROVIDED, PUBLIC USE FACILITIES AND AREAS FACILITIES IN COVERED MULTIFAMILY DEVELOPMENTS SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. PUBLIC USE FACILITIES INCLUDE, BUT ARE NOT LIMITED TO; RENTAL OFFICES, SALES OFFICES AND MAINTENANCE FACILITIES. THESE AREAS, BY THEIR NATURE, ARE OPEN TO PEOPLE OTHER THAN RESIDENTS AND THEIR GUESTS. THEY, THEREFORE, MUST COMPLY. DOORS THAT PROVIDE ACCESS TO COMMON USE AREAS SHALL COMPLY WITH SECION 1126A AND 11B-404. THIS SHEET FOR LANDINGS AND THRESHOLDS. THE COMMON USE OR PUBLIC SIDE OF PRIMARY ACCESS DOORS TO DWELLING UNITS SHALL COMPLY WITH NOTES F AND G BELOW. A. DOORWAYS SHALL PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36" IN WIDTH, NOT LESS THAN 80" IN HEIGHT AND PROVIDE A CLEAR OPENING OF NOT LESS THAN 32" IN WIDTH, MEASURED WITH THE DOOR OR DOORS POSITIONED AT AN ANGLE OF 90-DEGREES FROM THE CLOSED POSITION. B. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES.. C. A PAIR OF DOORS, MANUAL OR AUTOMATIC, MUST HAVE AT LEAST ONE LEAF THAT PROVIDES A CLEAR WIDTH OF NOT LESS THAN 32", MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90-DEGREES FROM ITS CLOSED POSITION. AT DOUBLE EGRESS DOORS EACH LEAF MUST PROVIDE THE CLEAR WIDTH. D. THE WIDTH OF ANY COMPONENT OF THE EGRESS SYSTEM SHALL NOT BE LESS THAN THE MINIMUM WIDTH REQUIRED BY SECTION 1005. E. PER CBC SECTION 1010.1.5, THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF THE DOOR. SUCH FLOOR OR LANDING SHALL BE THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4" VERTICAL TO 12" HORIZONTAL (2-PERCENT SLOPE). SEE DETAIL 6 FOR ADDITIONAL INFORMATION. F. MANEUVERING CLEARANCES AT DOORS 1. THE LEVEL FLOOR OR LANDING OF AN EXIT DOOR SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60" AND A LENGTH OPPOSITE OF THE DOOR SWING OF AT LEAST 44" MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. SEE FIGURES BELOW. 2. THE WIDTH OF LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND AT LEAST 18" PAST THE STRIKE EDGE OF THE DOOR FOR INTERIOR DOORS AND AT LEAST 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS. 3. THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS WITH A FRONT APPROACH: 4. THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS WITH A HINGE SIDE APPROACH: 5. THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS WITH A LATCH SIDE APPROACH: 6. THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS INSTALLED IN A SERIES: G. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THESE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ENDORSEMENT AGENCY, NOT TO EXCEED 15 POUNDS. H. IF THE DOOR HAS A CLOSURE, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR. I. THE TYPE OF LATCH AND LOCK FOR ALL DOORS SHALL BE IN ACCORDANCE WITH CBC SECTION 1008. J. HAND-ACTIVATED DOOR LATCHING, LOCKING AND OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE. LOCKED EXIT DOORS SHALL OPERATE CONSISTENT WITH NOTE H ABOVE, IN THE DIRECTION OF EGRESS K. LEVER OR LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED TO RETURN TO WITHIN 1/2" OF THE DOOR TO PREVENT CATCHING OF CLOTHING OF PERSONS DURING EGRESS. L. THE BOTTOM 10" OF ALL DOORS AND/OR GATES SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR. MAT CARPETING MUST CONSIST OF : A. LEVEL LOOP B. TEXTURED LOOP C. LEVEL CUT PILE D. LEVEL CUT/UNCUT PILE COMPRESSED CARPET 1/2" MAX. BELOW THRESHOLD FINISH FLOOR EVEN DOOR THRESHOLD DOOR LANDINGS A. THE FLOOR OR LANDING ON EACH SIDE OF AN EXIT DOOR SHALL BE LEVEL. DOOR THRESHOLDS A. THRESHOLDS AND CHANGES IN ELEVATION AT DOORS SHALL NOT BE MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY. B. THRESHOLDS WITH A CHANGE IN HEIGHT OF NOT MORE THAN 1/4" MAY BE VERTICAL. C. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 VERTICAL UNIT TO 2 UNITS HORIZONTAL. CHANGES GREATER THAN 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. DOOR MATS A. IF A DOORMAT IS USED IN A COMMON-USE AREA OR PUBLIC-USE AREA, IT SHALL HAVE A FIRM BACKING OR NO BACKING. B. THE MAXIMUM PILE HEIGHT SHALL BE 1/2". C. EXPOSED EDGES OF THE DOORMAT SHALL BE FASTENED TO THE FLOOR SURFACE AND HAVE TRIM ALONG THE ENTIRE LENGTH OF EXPOSED EDGES THAT SHALL COMPLY WITH THE REQUIREMENTS FOR CHANGES IN LEVEL; 1. CHANGES IN LEVEL SHALL NOT EXCEED 1/2". 2. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE). 3. CHANGES IN LEVEL NOT EXCEEDING 1/4" MAY BE VERTICAL. 4. CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE MADE BY MEANS OF A SLOPED SURFACE WITH A SLOPE NOT GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5% SLOPE). D. RECESSED DOOR MATS SHALL BE LEVEL WITH THE ADJACENT SURFACE AND BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. LANDINGS AND THRESHOLDS SHALL COMPLY WITH CBC SECTIONS 1010.1.6, 1010.1.7, 1126A.2 AND 11B-302, 11B-303 INTERIOR MATERIAL CHANGES A. MATERIAL CHANGES IN HEIGHT AT INTERIOR DOOR THRESHOLDS SHALL NOT EXCEED 1/2". B. THRESHOLDS WITH A CHANGE IN HEIGHT OF NOT MORE THAN 1/4" MAY BE VERTICAL. 1 2 1/4" MAX.

BEVEL
1/2" MAX.

RISE
1/4" VERTICAL
RISE MAX. BEVEL
1 2 BEVEL2% MAXIMUM SLOPE AT EXTERIOR LANDING ACCESSIBLE LAVATORIES SHALL COMPLY WITH CBC SECTIONS 1127A.3, 1138A.2 AND 11B-606. LAVATORY FIXTURES, VANITIES AND BUILT-IN LAVATORIES SHALL COMPLY WITH THE FOLLOWING: A. LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION, SHALL BE A MINIMUM OF 18" TO THE CENTERLINE OF THE FIXTURE. ALL LAVATORIES DESIGNATED TO BE ACCESSIBLE SHALL BE A MINIMUM 17" IN HORIZONTAL DEPTH AND MOUNTED WITH THE RIM OR COUNTER EDGE NO HIGHER THAN 34" ABOVE THE FINISH FLOOR AND WITH VERTICAL CLEARANCE MEASURED FROM THE BOTTOM APRON OR OUTSIDE BOTTOM EDGE OF THE LAVATORY OF 29" REDUCING TO 27" AT A POINT LOCATED 8" BACK FROM THE FRONT EDGE. IN ADDITION, A MINIMUM 9" HIGH TOE CLEARANCE MUST BE PROVIDED EXTENDING BACK TOWARD THE WALL TO A DISTANCE NO MORE THEN 6" FROM THE BACK WALL. THE TOE CLEARANCE SPACE MUST BE FREE OF EQUIPMENT AND OBSTRUCTIONS; SEE FIGURE B BELOW. B. A CLEAR FLOOR SPACE 30" BY 48" COMPLYING WITH THE FIGURES BELOW AND DETAIL 22, NOTE D, OF THIS SHEET SHALL BE PROVIDED IN FRONT OF AND CENTERED ON ACCESSIBLE LAVATORIES TO ALLOW FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL NOT EXTEND INTO THE KNEE AND TOE SPACE UNDERNEATH THE LAVATORY MORE THAN 19". THIS CLEAR SPACE SHALL COMPLY WITH ALLOWABLE REACH RANGES. C. THE FLOOR FINISH BENEATH THE LAVATORY SHALL EXTEND TO THE WALL. D. HOT WATER & DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. E. LAVATORY FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE. LEVER OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. F. WHERE MIRRORS OR TOWEL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH SHALL BE ACCESSIBLE AND SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROM THE FLOOR. SEE DETAIL14 0N THIS SHEET FOR ADDITIONAL INFORMATION. 60" MIN. FINISH TO FINISH CLEAR 60" MIN. FINISH TO FINISH CLEAR MAXIMUM 1/4" : 1'-0" SLOPE FIGURE 16.3 ALTERNATE ROLL-IN SHOWER WITH OPTIONAL ENCLOSURE, PLAN VIEW SPACE ALLOWANCES AND REACH RANGES SHALL COMPLY WITH CBC SECTIONS 1138A, 11B-DIVISION 3 & 11B-DIVISION 4. A. WHEELCHAIR PASSAGE AND PASSING WIDTHS THE MINIMUM CLEAR WIDTH FOR WHEELCHAIR PASSAGE IS 36" CONTINUOUSLY. A 32" WIDTH IS ACCEPTABLE AT A POINT NOT TO EXCEED 24" IN LENGTH, SEE FIGURE 1. SEE FIGURE 2. FOR THE MINIMUM WIDTH FOR TWO WHEELCHAIRS TO PASS IS 60". B. WHEELCHAIR TURNING SPACE SHALL COMPLY WITH ONE OF THE FOLLOWING FIGURES: C. CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS . SHALL COMPLY WITH THE FOLLOWING: 1. SIZE AND APPROACH THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE WHEELCHAIR IS 30" BY 48". THE CLEAR FLOOR SPACE FOR WHEEL CHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT U.N.O.. THE CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE A PART OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS. 2. RELATIONSHIP OF MANEUVERING CLEARANCES TO WHEELCHAIR SPACES ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR OR GROUND SPACE. IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED AS FOLLOWS: D. SURFACES FOR WHEELCHAIR SPACES GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES, AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS ,STAIRS AND CURB RAMPS SHALL BE STABLE, FIRM, SLIP RESISTANT AND SHALL COMPLY WITH THE FOLLOWING: 1. CHANGES IN LEVEL, UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALE BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL. CHANGES IN LEVEL GREATER THAN 1/2"MUST BE ACCOMPLISHED BY MEANS OF A RAMP, ELEVATOR OR PLATFORM LIFT. 2. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED; HAVE FIRM CUSHION, PAD OR BACKING OR NO CUSHION, PAD OR BACKING; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL-CUT PILE, OR LEVEL-CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2". EXPOSED EDGES OF THE CARPET SHALL BE FASTENED TO THE FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH ITEM 1 ABOVE 3. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2". WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL. CHANGES IN LEVEL NOT EXCEEDING 1/4" MAY BE VERTICAL. 4. IF GRATINGS ARE LOCATED IN WALKING SURFACES, THEN THEY SHALL BE LIMITED TO SPACES NO GREATER THAN 1/2" WIDE IN ONE DIRECTION . IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINATE DIRECTION OF TRAVEL. E. REACH RANGES SHALL COMPLY WITH THE FOLLOWING FIGURES: * THE TOP OF WASHING MACHINES AND CLOTHES DRYERS ARE PERMITTED TO BE 36" MAXIMUM ABOVE THE FINISH FLOOR. GRAB BARS, TUB AND SHOWER SEATS SHALL COMPLY WITH CBC SECTIONS 1127A.4. A. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33" MINIMUM AND 36" MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. EXCEPTION: THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY WITH SECTION 1127A.5.2. B. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL COMPLY WITH THE FOLLOWING: 1. GRAB BARS WITH CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 1 4". 2. GRAB BARS WITH NON-CIRCULAR CROSS SECTION SHALL HAVE A CROSS- SECTION DIMENSION OF 2" MAXIMUM. THE PERIMETER DIMENSION OF GRAB BARS WITH NON-CIRCULAR CROSS SECTION SHALL BE 4" MINIMUM AND AND 4.8" MAXIMUM. 3. L-SHAPED OR U-SHAPED GRAB BARS SHALL BE PERMITTED. C. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVISES SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250-POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250-POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND IF ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT OR TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF A 250-POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER LOAD. 4. TENSILE FORCE INDUCED BY A FASTENER BY A DIRECT TENSION FORCE OF A 250-POUND POINT LOAD PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-POUND POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. C. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. D. ADJACENT ELEMENTS, FOR EXAMPLE WATER CLOSET FLUSH VALVES, SHALL BE POSITIONED TO PROVIDE UNOBSTRUCTED USE OF THE GRAB BARS AT THE SPECIFIED LOCATIONS. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1 1/2" MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12" MINIMUM. 1. THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS, SHOWER FITTINGS, AND OTHER GRAB BARS ABOVE SHALL BE PERMITTED TO BE 1 1/2" MINIMUM. 1 1/2" MIN GRAB BAR 1 1/4" TO 2" NOMINAL DIAM. FIGURE 8.2-A ACCESSIBLE COMPARTMENT WITH SIDE OUT-SWING DOOR PUSH SIDE 60" MIN STORAGE SHALL COMPLY WITH CBC SECTIONS 1127A.11 AND 11B-811. IF FIXED STORAGE FACILITIES SUCH AS CABINETS AND SHELVES, CLOSETS AND DRAWERS ARE PROVIDED WHERE ACCESS IS REQUIRED (BY CBC SECTIONS 1.8.2.1.2 AND 1102A), AT LEAST ONE OF EACH TYPE OF FACILITY PROVIDED SHALL COMPLY WITH THE FOLLOWING ITEMS. ADDITIONAL STORAGE MAY BE PROVIDED OUTSIDE OF THE REACH RANGES. A. A CLEAR FLOOR SPACE AT LEAST 30" BY 48" COMPLYING WITH CBC SECTION 1138A.14 THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ACCESSIBLE STORAGE FACILITIES. B. ACCESSIBLE STORAGE SPACES AND CLOTHES RODS SHALL BE WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION 1138A.3. C. HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL COMPLY WITH CBC SECTION 1138A.4. TOUCH LATCHES AND U-SHAPED PULLS ARE ACCEPTABLE. FIXED OR BUILT-IN SEATING , TABLES AND COUNTERS SHALL COMPLY WITH CBC SECTIONS 1127A.12 AND 1122B. WHERE FIXED OR BUILT-IN SEATING, TABLES OR COUNTERS ARE PROVIDED IN ACCESSIBLE PUBLIC USE OR COMMON USE AREAS, 5 PERCENT, BUT NEVER LESS THAN ONE, SHALL BE ACCESSIBLE AS FOLLOWS: A. ACCESSIBLE ROUTE OF TRAVEL . A ROUTE OF TRAVEL SHALL LEAD TO AND THROUGH SUCH FIXED OR BUILT-IN SEATING AREAS OR TABLES. B. SEATING. IF SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS, CLEAR FLOOR SPACE SHALL BE PROVIDED PER DETAIL 22 ON THIS SHEET. SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY MORE THAN 19". C. KNEE CLEARANCE. WHEN SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACES AT LEAST 27" HIGH SHALL COMPLY WITH THE FOLLOWING FIGURES: KNEE SPACE IS NOT REQUIRED AT CHECKOUT COUNTERS OR SERVICE COUNTERS. D. HEIGHT OF WORK SURFACES . THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR TO THE GROUND. PULL SIDE TOILET ROOM FIXTURES AND ACCESSORIES . SHALL COMPLY WITH CBC SECTIONS 1127A.8, 11B-603 & 11B-604 A. TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES. WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM FINISHED FLOOR. A PATH OF TRAVEL NOT LESS THAN 36" IN CLEAR WIDTH SHALL BE PROVIDED TO THESE ACCESSORIES. B. TOILET PAPER DISPENSERS. SEE DETAIL 10 OF THIS SHEET. SHALL BE LOCATED ON A WALL OR PARTITION CLOSEST TO THE WATER CLOSET WITHIN 7" MINIMUM AND 9" MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED FROM THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW AND NOT BEHIND THE GRAB BAR, 19" MINIMUM ABOVE THE FINISH FLOOR. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. C. MIRRORS. WHERE PROVIDED, AT LEAST ONE MIRROR SHALL BE ACCESSIBLE. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40" ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35" MAXIMUM ABOVE THE FINISH FLOOR. D. COAT HOOKS, SHELVES AND MEDICINE CABINETS. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES IDENTIFIED ON DETAIL 22 ON THIS SHEET . SHELVES SHALL BE LOCATED 40" MINIMUM AND 48" MAXIMUM ABOVE THE FINISH FLOOR. MEDICINE CABINETS SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44" MAXIMUM ABOVE FINISH FLOOR. E. SPACES ALLOWANCES AND REACH RANGES IN COMMON USE AREAS. SEE DETAIL 22 ON THIS SHEET FOR THE REQUIRED CLEAR SPACE, ALLOWABLE REACH RANGES AND REQUIREMENTS FOR CONTROLS AND OPERATING MECHANISMS. 48"
MINIMUM PUSH SIDE12" MIN
48" MIN ADDITIONAL MANEUVERING SPACE IF A DOOR IS PROVIDED WITH BOTH CLOSER AND LATCH 44" MIN 36" MIN
48" MIN 22" MIN 24" MIN PULL SIDE PUSH SIDE24" MIN
48" MIN
44" MIN DOOR WIDTH DOOR WIDTH DOOR WIDTH DOOR WIDTHDOOR WIDTH DOOR WIDTH 1/4" MAX.

BEVEL FIGURE 8.3 AMBULATORY ACCESSIBLE COMPARTMENT WITH FRONT OUT-SWING DOOR 36" MIN. WHEN DR. SWINGS IN FIGURE 8.2-B ACCESSIBLE COMPARTMENT WITH SIDE IN-SWING DOOR59" MIN. AT FLR. MTD. W.C. OR 56" MIN. AT WALL MTD. W.C. CLR. FLR. SPACE 60" MIN. DOOR

MANEUVERING &
CLR. FLR. SPACE
32" MIN
CLEAR
32" MIN
CLEAR
60" MIN
CLEAR 59" MIN. AT FLR. MTD. W.C. OR 56" MIN. AT WALL MTD. W.C. CLR. FLR. SPACE 48"
CLEAR
48"
CLEAR
48"
CLEAR
48" CLEAR
12"
CLR 59" MIN. AT FLR. MTD. W.C. OR 56" MIN. AT WALL MTD. W.C. CLR. FLR. SPACE FIGURE 8.1-B ACCESSIBLE COMPARTMENT WITH END IN-SWING DOOR 1/4" VERTICAL
RISE MAX.
1/2" MAX.

RISE 60" MIN. SIDE DOOR MANEUVERING 34" MIN CLEAR 12" CLR 59" MIN. AT FLR. MTD. W.C. OR 56" MIN. AT WALL MTD. W.C. CLR. FLR. SPACE 60" MIN. SIDE DOOR MANEUVERING 18" 18" CLR 36" MIN. WHEN DR. SWINGS IN FIGURE 8.1-A ACCESSIBLE COMPARTMENT WITH END OUT-SWING DOOR GRAB BARS: SHALL BE INSTALLED IN ACCORDANCE WITH DETAILS 10 AND 12 OF THIS SHEET. 34" MIN CLEAR18" 18"

CLR DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE LOCATE END DOOR DIAGONAL TO THE WATER CLOSET 4" MAX DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE 36" 60" MIN

DIAMETER CLEAR
60" MIN

DIAMETER CLEAR
C
L
18" 48" MIN. END DOOR MANEUVERING
60" MIN. DOOR

MANEUVERING &
CLR. FLR. SPACE
60" MIN. DOOR

MANEUVERING &
CLR. FLR. SPACE EQ.
32" MIN
CLEAR
4" MAX 48" MIN. END DOOR MANEUVERING
35"-37"
60" MIN. DOOR

MANEUVERING &
CLR. FLR. SPACE
60" MIN. DOOR

MANEUVERING &
CLR. FLR. SPACE
MAX
12" 54" MIN. FIGURE 9.1 ACCESSIBLE SINGLE ACCOMMODATION TOILET WITH SIDE OUT-SWING DOOR 60" 59" MIN. AT FLR. MTD. W.C. OR 56" MIN. AT WALL MTD. W.C. CLR. FLR. SPACE 59" MIN. AT FLR. MTD. W.C. OR 56" MIN. AT WALL MTD. W.C. CLR. FLR. SPACE 12" 36"
60" MIN
CLEAR 60" FIGURE 9.2 ACCESSIBLE SINGLE ACCOMMODATION TOILET WITH SIDE IN-SWING DOOR 48" MIN MANEUVERING SPACE 48" MIN MANEUVERING SPACE 12" 24"
60" MIN. DOOR

MANEUVERING &
CLR. FLR. SPACE LAV. OR FIXTURE LAV. OR FIXTURE 18"
1 1/2"
CLR

L TOILET PAPER DISPENSER
C 31" CLEAR
10"
CLR. PARTITION OR WALL WHEN OCCURS EQ.

SIDE SEAT WALL 22" - 23" 2 1/2" MAX. 60" MIN. FINISH TO FINISH CLEAR 1/2" MAX. THRESHOLDSIDE SEAT WALL

SIDE WALL WALL OR PARTITION

FOLDING
SEAT 1/2" MAX. THRESHOLD BACK CONTROL WALL
36" MIN.

FINISH TO FINISH CLEAR 19" MIN.
33" MIN - 36 MAX.
14" - 15" 15" - 16"
1 1/2" MAX. SHOWER BACK CONTROL WALL ELEVATION FOR FIGURES 16.1 AND 16.3 MAXIMUM 1/4" : 1'-0" SLOPE FIGURE 16.1 ROLL-IN SHOWER, PLAN VIEW

FOLDING

SEAT CLEAR FLOOR SPACE BACK CONTROL WALL
36" MIN. 30" MIN.

FINISH TO FINISH CLEAR 60" MIN.

SIDE WALL
17"-19" 36" MIN. FINISH TO FINISH CLEAR
36" MIN. CLEAR

OPENING OR DOOR OPTIONAL ENCLOSURE
48" MAX.

TOP OF MOUNTING BRACKET
33" MIN - 36 MAX. MAXIMUM 1/4" : 1'-0" SLOPE FIGURE 16.2 ALTERNATE ROLL-IN SHOWER, PLAN VIEW

SIDE CONTROL WALL
39" MIN - 41 MAX. 27" MAX. 19" MIN. SHOWER SEAT
15" - 16" 1 1/2" MAX. 60" MIN. FINISH TO FINISH CLEAR
2 1/2" MAX. 24" MIN. SHOWER SIDE CONTROL WALL ELEVATION FOR FIGURES 16.2 BACK WALL 36" MIN.

FINISH TO FINISH CLEAR 36" MIN. OPENING
SIDE WALL 1/2" MAX. THRESHOLD 18" FRONT SEAT WALL ALTERNATE SHOWER SEAT 42" MIN.

FOLDING
SEAT FOLDING SEAT FOLDING SEAT 32" MIN. CLEAR
24"
MAX.

POINT X<48" 60" MIN. CLR. PASSING (CORRIDOR OVER 200')
48" MIN.

OR 36" MIN.

IF "X" ≥ 48"
60" DOORS SHALL COMPLY WITH THE REQUIREMENTS OF DETAIL 4 OF THIS SHEET 60" DIAMETER FOR 180° TURNS 44" MIN. CLEAR ≥ 10 OCC. LOAD 60" MIN. CLR.

PASSING

AT A CENTRAL
LOCATION 60" MIN. CLR. 44" MIN. CLR. CORRIDOR WIDTH FIGURE 1 - WHEELCHAIR PASSAGE CORRIDOR OVER 200' FIGURE 2 - WHEELCHAIR PASSING 60" T-SHAPE FOR 180° TURNS ADDITIONAL MANEUVERING SPACE 24"
MAX.
> 24" 48" CLR.
> 15" 30" CLR. 36" CLR.
15"
MAX. 60" CLR. "X"
48" MAX.
"X" = 20" MAX.
44" MAX.
"X" > 20" - 25"MAX.
48" MAX.
48" MAX.
"X" = 10" MAX.
46" MAX.
"X" > 10" - 24"MAX. "X"
34" MAX. *
15"
MIN. PARALLEL APPROACH SIDE REACH FORWARD APPROACH FORWARD REACH 30" MIN. 30" MIN. CLEAR 48" MIN. CLEAR
48" MIN. 42" CLR. 30" CLR.
30 MIN. 19"
MAX. 19" MAX. ACCESSIBLE PATH OF TRAVEL WHEELCHAIR SEATING SPACE WHEELCHAIR TABLE SPACE CONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH CBC SECTIONS 1138A.4, 1142A AND 11B-309 . A. GENERAL. CONTROLS AND OPERATING MECHANISMS IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PART OF ACCESSIBLE ELEMENTS AND THOSE REQUIRED TO BE ACCESSIBLE BY CBC SECTION 1.9.1 SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS; B. CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT CONTROLS AND OPERATING MECHANISMS. C. HEIGHT. CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, WASTHER OR DRYER), CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. SEE DETAIL 22 ON THIS SHEET . CONTROLS AND OPERATING MECHANISMS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED THAT COMPARABLE MECHANISMS, CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. D. OPERATION. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE. E. INSTALLATION HEIGHTS OF ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS. 1. ELECTRICAL SWITCHES. CONTROLS AND SWITCHES INTENDED FOR USE BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48" MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15" FROM THE BOTTOM OF THE OUTLET BOX TO THE FINISH FLOOR OF THE WORKING PLATFORM. 2. ELECTRICAL RECEPTACLE OUTLETS . ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48" MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15" FROM THE BOTTOM OF THE OUTLET BOX TO THE FINISH FLOOR OR THE WORKING PLATFORM. EXCEPTIONS INCLUDE TO FOLLOWING CONDITIONS: a. RECEPTACLE OUTLETS INSTALLED AS PART OF PERMANENTLY INSTALLED BASEBOARD HEATERS ARE EXEMPT. b. REQUIRED RECEPTACLE OUTLETS SHALL BE PERMITTED IN FLOORS WHEN ADJACENT TO SLIDING PANELS OR WALLS. c. BASEBOARD ELECTRICAL OUTLETS USED IN RELOCATABLE PARTITIONS, WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOR OUTLETS ARE NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS. d. IN EXISTING BUILDINGS WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THESE STANDARDS WOULD CREATE AN UNREASONABLE HARDSHIP. 9" MIN.
27" MIN. @ REAR
34" MAX. RIM / COUNTER KNEE TOE 15" MIN. 18" MIN. KNEE
48" MIN.
17" MIN.
25" MAX VANITY COUNTER WITH BUILT-IN LAVATORY SHOWN 8" MIN 19" MAX. 17" MIN. 25" MAX. F.F. 15" MIN. LAVATORY FIXTURE 6 1/2" MAX. BOWL DEPTH SHOWN 1'-0"
1'-0" MEN'S DOOR SIGNAGE 1'-0"
1'-0" SANITARY FACILITY SIGNS SHALL COMPLY WITH CBC SECTIONS 1127A.7 AND 11B-703. CALIFORNIA'S STANDARDS FOR SIGNAGE ARE MORE STRINGENT THAN SECTION 4.30 OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN. THE INFORMATION PROVIDED WITH IN THIS DETAIL IS INTENDED TO SHOW THE MINIMUM SIGNAGE REQUIRED AT SANITARY FACILITY DOORS ONLY TO OBTAIN A BUILDING PERMIT. IDENTIFICATION, DIRECTIONAL AND INFORMATION SIGNS ARE NOT PART OF THE ARCHITECT'S SCOPE OF WORK. A. ALL ACCESSIBLE TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS NEED NOT BE PROVIDED FOR FACILITIES WITHIN A DWELLING UNIT OR GUEST ROOM. B. DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL. GEOMETRIC SYMBOLS SHALL BE CENTERED HORIZONTALLY ON THE DOOR AT A HEIGHT OF 58" MIMUMUM TO 60" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE CENTER OF THE SYMBOL. WHEN A DOOR IS PROVIDED, THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH OF THE VERTICAL CENTERLINE OF THE DOOR. EDGES OF ACCESSIBILITY SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS SHALL HAVE A MINIMUM RADIUS OF 1/8". 1. MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED WITH AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND A VERTEX POINTING UP. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE DOOR , EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 2. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED WITH A CIRCLE 1/4" THICK AND 12" IN DIAMETER AND A VERTEX POINTING UP. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR , EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 3. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK AND 12" IN DIAMETER WIH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR , EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. WOMEN'S DOOR SIGNAGE UNISEX DOOR SIGNAGE 36" MIN. CLEAR < 10 OCC. LOAD 24"
MAX.

POINT 48" MIN.

CLEAR INSULATE PLUMBING PIPES
15"
MIN.
34" MAX.
27" MIN.

CLEAR
60"

MINIMUM
60"
MINIMUM ADDITIONAL MANEUVERING SPACE IF A DOOR IS PROVIDED WITH BOTH CLOSER AND LATCH ADDITIONAL MANEUVERING SPACE IF A DOOR IS PROVIDED WITH A CLOSER ACCESSIBLE ROUTE(S) THROUGH WITHIN THE MULTIFAMILY DEVELOPMENT SHALL COMPLY WITH BUT NOT BE LIMITED TO CBC SECTIONS 1117A, 1119A, 1121A AND 11B-DIVISION 4. A. GENERAL. WHEN A BUILDING OR A PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, ACCESSIBLE BUILDING ENTRANCES, TO COVERED MULTIFAMILY DWELLING UNITS AND BETWEEN THE BUILDING AND THE PUBLIC WAY. ALL WALKS, HALLS, CORRIDORS, AISLES, SKYWALKS, TUNNELS AND OTHER SPACES THAT ARE PART OF THE ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF THE APPLICABLE CODES. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM THE PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING, ACCESSIBLE PASSENGER LOADING ZONES AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. THE ACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND OTHER BUILDING RESIDENTS. ACCESSIBLE ROUTES SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS OR OTHER SPACES USED FOR SIMILAR PURPOSES EXCEPT WITHIN AN INDIVIDUAL DWELLING UNIT. ACCESSIBLE ROUTES SHALL BE PROVIDED AS FOLLOWS: 1. WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE. 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES , ELEMENTS AND COVERED MULTIFAMILY DWELLING UNITS. 3. AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE PRIMARY ENTRANCE OF EACH COVERED MULTIFAMILY DWELLING UNIT WITH INTERIOR AND EXTERIOR SPACES AND FACILITIES THAT SERVE THE UNIT 4. WHERE ELEVATORS ARE PROVIDED FOR VERTICAL ACCESS ONLY ONE IS REQUIRED, HOWEVER ALL ELEVATORS PROVIDED SHALL BE ACCESSIBLE. B. FLOORING. SHALL COMPLY WITH THE REQUIREMENTS OF DETAIL 22, ITEM D OF THIS SHEET . C. RECESSED DOOR MATS. HALL COMPLY WITH THE REQUIREMENTS OF DETAIL 6 OF THIS SHEET. D. PRIMARY ENTRANCES AND GROUND FLOOR EXITS . ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXITS SHALL BE ACCESSIBLE. E. SEPARATE DWELLING UNIT ENTRANCES . WHEN A GROUND-FLOOR DWELLING UNIT OF A BUILDING HAS A SEPARATE ENTRANCE, EACH SUCH GROUND-FLOOR DWELLING UNIT SHALL BE SERVED BY AN ACCESSIBLE ROUTE EXCEPT WHERE THE SITE TERRAIN PROHIBITS AN ACCESSIBLE ROUTE (SEE CBC SECTION 1150A) . F. MULTIPLE ENTRANCES. ONLY ONE ENTRANCE TO COVERED MULTIFAMILY BUILDINGS IS REQUIRED TO BE ACCESSIBLE TO ANY ONE GROUND FLOOR OF A BUILDING, EXCEPT IN CASES WHERE AN INDIVIDUAL DWELLING UNIT HAS A SEPARATE EXTERIOR ENTRANCE. WHERE THE BUILDING CONTAINS CLUSTERS OF DWELLING UNITS WITH EACH CLUSTER SHARING A DIFFERENT EXTERIOR ENTRANCE, MORE THAN ONE ENTRANCE MAY BE REQUIRED TO BE ACCESSIBLE AS DETERMINED BY ANALYSIS OF THE SITE TERRAIN. IN EVERY CASE, THE ACCESSIBLE ENTRANCE SHALL BE ON AN ACCESSIBLE ROUTE TO THE COVERED MULTIFAMILY DWELLING UNIT IT SERVES. G. INTERIOR WIDTHS AND LENGTHS . SHALL COMPLY WITH THE REQUIREMENTS OF DETAIL 22, ITEM A OF THIS SHEET. IF A PERSON IN A WHEEL CHAIR MUST MAKE A TURN AROUND A CORNER OR OBSTRUCTION THE ACCESSIBLE ROUTE SHALL COMPLY WITH DETAIL 22, ITEM B OF THIS SHEET . H. CHANGES IN LEVEL NOT EXCEEDING 1/2" . ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2". WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE). CHANGES IN LEVEL NOT EXCEEDING 1/4" MAY BE VERTICAL. I. CHANGES IN LEVEL GREATER THAN 1/2" . CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE MADE BY MEANS OF A SLOPED SURFACE WITH A SLOPE NOT GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5% SLOPE), OR A CURB RAMP PER CBC SECTION 1112A, A RAMP PER CBC SECTION 1114A EXTERIOR RAMPS OR 1122A INTERIOR RAMPS, ELEVATOR PER CBC SECTION 3003 OR PLATFORM WHEELCHAIR LIFT PER CBC SECTION 1124A. WHEN STAIRS ARE LOCATED ALONG OR ADJACENT TO AN ACCESSIBLE ROUTE THEY SHALL COMPLY WITH CBC SECTION 1115A EXTERIOR STAIRWAYS OR 1123A INTERIOR STAIRWAYS . 29" MIN. @ FRONT ACCESSIBLE PATH OF TRAVEL 6" 30" 12" 48" 24" MIN. 48" MIN 36" MIN. 60" MIN. 42" MIN. 36" MIN. AT EXTERIOR DOORS AT INTERIOR DOORS 18" 18"
18"
18" 44" MIN. CLR. 60" MIN. 36" x 48" CLR. 6" MAX. 6" MAX. 3" MAX. COMPARTMENT OPENING 3" MAX. COMPARTMENT
OPENING 11" MIN 39" - 41"
39" - 41" 18" MIN. COMMON & PUBLIC AREA ACCESSIBILITY NOTES & DETAILS 8 AD-02 18 14 DOORS
4 6 16 LAVATORY 23 URINAL WATER CLOSET GENERAL NOTES
1 LANDINGS & THRESHOLDS SHOWER 10 24 LAUNDRY ROOMS STORAGE & BUILT-INS 12 GRAB BARS & SHOWER SEATS 11 TOILET COMPARTMENTS 17 TOILET ROOM LAYOUT 9 22 SANITARY FACILITY SIGNAGE FIXTURES AND ACCESSORIES CONTROLS & OPERATION 13 SPACE & REACH RQMTS. ACCESSIBLE ROUTE 2 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 19412/6/2022  ACCESSIBLE DRINKING FOUNTAINS WHERE PROVIDED, SHALL COMPLY WITH CBC SECTIONS 1138A.2, 1139A, 11B-306, 11B-307 AND 11B-602. A. GENERAL. WHERE ONLY ONE DRINKING FOUNTAIN AREA IS PROVIDED ON A FLOOR, THERE SHALL BE A DRINKING FOUNTAIN THAT IS ACCESSIBLE TO INDIVIDUALS WHO USE WHEELCHAIRS IN ACCORDANCE WITH THIS DETAIL AND ONE TO THOSE WHO HAVE DIFFICULTY BENDING OR STOOPING. THIS IS ACCOMMODATED BY THE USE OF HIGH-LOW FOUNTAINS, OR BY OTHER SUCH MEANS THAT WOULD ACHIEVE THE REQUIRED ACCESSIBILITY FOR EACH GROUP ON EACH FLOOR. WHERE MORE THAN ONE DRINKING FOUNTAIN IS PROVIDED ON A FLOOR, 50% OF THOSE PROVIDED SHALL COMPLY WITH ITEMS A, B, D, AND E OF THIS DETAIL AND SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH DETAIL 2 OF SHEET AD-02.0 . ALL DRINKING FOUNTAINS SHALL COMPLY WITH ITEM C OF THIS DETAIL. B. CLEARANCES. WALL-MOUNTED AND POST-MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE A MINIMUM 18" AND A MAXIMUM 19" IN DEPTH AND SHALL HAVE CLEAR KNEE AND TOE SPACE BETWEEN THE BOTTOM APRON AND THE FLOOR OR GROUND AS SHOWN IN FIGURE 2.1 BELOW. THE KNEE AND TOE SPACE PROVIDED SHALL BE CLEAR OF EQUIPMENT AND OBSTRUCTIONS. AT HIGH-LOW TYPE FOUNTAINS, CENTER THE 30" X 48" CLEAR FLOOR SPACE ON THE LOW FOUNTAIN FIXTURE. A SIDE (PARALLEL) APPROACH DRINKING FOUNTAIN IS NOT ACCEPTABLE. FIGURE 2.1 C. ALCOVES. ALL DRINKING FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN ALCOVES, POSITIONED COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED SO AS TO NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE ALCOVE OR WING WALLS IN WHICH A DRINKING FOUNTAIN IS LOCATED SHALL BE AS SHOWN IN FIGURE 2.2 BELOW. ADDITIONALLY, ALCOVES AND THE SPACE BETWEEN WING WALLS SHALL COMPLY WITH THE REQUIREMENTS OF DETAIL 22 ON SHEET AD-02 FOR WIDTH FOR WHEELCHAIR PASSING. PROTRUDING OBJECTS LOCATED IN ALCOVES, LOCATED BETWEEN WING WALLS OR OTHERWISE POSITIONED SO AS TO LIMIT ENCROACHMENT INTO PEDESTRIAN WAYS ARE PERMITTED TO PROJECT 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. FIGURE 2.2 D. OPERABLE PART, SPOUT HEIGHT AND LOCATION . THE BUBBLER SHALL BE ACTIVATED BY A MANUALLY ACTIVATED SYSTEM COMPLYING WITH DETAIL 17, ITEM D, ON SHEET AD-020.0 THAT IS FRONT OR SIDE MOUNTED AND LOCATED WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN OR AN ELECTRONICALLY CONTROLLED DEVICE. THE SPOUT SHALL BE LOCATED 15" MINIMUM FROM THE VERTICAL SUPPORT AND 5" MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. SPOUT OUTLETS SHALL BE 36" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. E. WATER FLOW. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4" HIGH MINIMUM AND SHALL BE LOCATED 5" MAXIMUM IN FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3" FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30° MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3" AND 5" MAXIMUM FROM THE FRONT FACE OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15° MAXIMUM. 9" MIN.
27" MINMUM 17" TO 19" 3" KNEE TOE
48" MINIMUM
18"
TO 19" CENTER CLEAR SPACE ON DRINKING FOUNTAIN 8"
19"
MAX. 18" TO 19" F.F. TELEPHONES SHALL COMPLY WITH CBC SECTIONS 1140A AND 11B-704. A. GENERAL. IF PUBLIC PAY TELEPHONES, PUBLIC CLOSED-CIRCUIT TELEPHONES OR OTHER PUBLIC TELEPHONES ARE PROVIDED THEY SHALL COMPLY WITH THE REQUIREMENTS WITHIN THIS DETAIL. AT LEAST ONE TELEPHONE IN EACH BANK OF TELEPHONES SHALL BE ACCESSIBLE. B. CLEAR FLOOR OR GROUND SPACE . A CLEAR FLOOR OR GROUND SPACE AT LEAST 30" X 48" THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT TELEPHONES. C. SIZE AND APPROACH. THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30" BY 48". THE MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN OBJECT. CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS. SEE DETAIL 22, ITEM C, ON SHEET AD-02. FOR ADDITIONAL INFORMATION. D. RELATION OF MANEUVERING CLEARANCES TO WHEELCHAIR SPACES . ONE FULL UNOBSTRUCTED SIDE OF A CLEAR FLOOR OR GROUND SPACE OF A WHEELCHAIR SHALL ADJOIN ANOTHER WHEELCHAIR FLOOR SPACE. IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED. SEE DETAIL 22, ITEM C, ON SHEET AD-02. FOR ADDITIONAL INFORMATION. E. FLOOR SURFACES FOR WHEELCHAIR SPACES . FLOOR SURFACES SHALL CONFORM TO THE REQUIREMENTS WITHIN DETAIL 22, ITEM D, ON SHEET AD-02 . BASES, ENCLOSURES AND FIXED SEATS SHALL NOT IMPEDE APPROACHES TO TELEPHONES BY PEOPLE WHO USE WHEELCHAIRS. F. MOUNTING HEIGHT. THE HIGHEST OPERABLE PART OF A TELEPHONE SHALL MEET THE SPECIFIED REACH RANGES SPECIFIED WITHIN DETAIL 22, ITEM E, ON SHEET AD-02 . TELEPHONES MOUNTED DIAGONALLY IN A CORNER THAT REQUIRE WHEELCHAIR USERS TO REACH DIAGONALLY SHALL HAVE THE HIGHEST OPERABLE PART ON HIGHER THAN 54" ABOVE THE FLOOR. WHEN ENCLOSURES ARE PROVIDED, THE REACH RANGES SHALL BE AS SPECIFIED IN THE FIGURES BELOW. G. ENCLOSURES. IF TELEPHONE ENCLOSURES ARE PROVIDED, THEY MAY OVERHANG THE CLEAR FLOOR SPACE REQUIRED IN ITEMS B, C AND D ABOVE WITHIN THE LIMITS SHOWN BELOW. SIDE REACH ENCLOSURES FORWARD REACH ENCLOSURES H. VOLUME CONTROL TELEPHONES . PUBLIC TELEPHONES REQUIRED TO HAVE VOLUME CONTROLS SHALL BE EQUIPPED WITH A RECEIVE VOLUME CONTROL THAT PROVIDES A GAIN ADJUSTABLE UP TO 20 dB MINIMUM. FOR INCREMENTAL VOLUME CONTROL, PROVIDE AT LEAST ONE INTERMEDIATE STEP OF 12 dB OF GAIN MINIMUM. AN AUTOMATIC RESET SHALL BE PROVIDED. VOLUME CONTROL TELEPHONES SHALL BE EQUIPPED WITH A RECEIVER THAT GENERATES A MAGNETIC FIELD IN THE AREA OF A RECEIVER CAP. PUBLIC TELEPHONES WITH VOLUME CONTROL SHALL BE HEARING AID COMPATIBLE. I. TEXT TELEPHONES. IF A TOTAL OF FOUR OR MORE TELEPHONES (INCLUDING BOTH INTERIOR AND EXTERIOR PHONES) ARE PROVIDED AT A SITE, AND IF AT LEAST ONE OF THE TOTAL IS IN AN INTERIOR LOCATION, THEN AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED. TEXT TELEPHONES SHALL MEET THE REQUIREMENTS SPECIFIED IN CBC SECTION 1140A.7, 11B-704.4 & 11B-704.5. J. CONTROLS. TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. K. CORD LENGTH. THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE AT LEAST 29" LONG. L. TELEPHONE DIRECTORIES, WHERE PROVIDED, SHALL BE LOCATED IN ACCORDANCE WITH THE REACH RANGES IN DETAIL 22, ITEM E, ON SHEET AD-02 . ACCESSIBLE SWIMMING POOLS SHALL COMPLY WITH CBC SECTIONS 1141A AND 31B A. GENERAL. SWIMMING POOLS IN COMMON USE AREAS SHALL COMPLY WITH THE STATED CODE SECTIONS. SEE LANDSCAPE PLANS FOR REQUIREMENT COMPLIANCE AND INFORMATION. B. SWIMMING POOL DECK AREAS . SWIMMING POOL DECK AREAS MUST BE ACCESSIBLE, AND A MECHANISM TO ASSIST PERSONS WITH DISABILITIES TO GAIN ENTRY INTO THE POOL AND EXIT FROM THE POOL SHALL BE PROVIDED AT EACH POOL TYPE. SEE LANDSCAPE PLANS FOR REQUIREMENT COMPLIANCE AND INFORMATION. 30" MINIMUM EQ. EQ. 36" MINIMUM CLEAR 32" MINIMUM CLEAR > 24"
18" MIN.
24" MAX.
18"
TO 19"
18"
TO 19" WALLS, CAVITY WALL OR HAND RAILS VARRIES 30" MIN. CLEAR WALLS, CAVITY WALL OR HAND RAILS, SEE FIGURES ABOVE FOR ADDITIONAL INFORMATION CLEAR FLOOR SPACE OF LOW FOUNTAIN CAN ENCROACH UNDER "HIGH" FOUNTAIN IF KNEE SPACE IS PROVIDED. "HIGH" FOUNTAIN "LOW" FOUNTAIN EQ. EQ. ANY WIDTH 10"
MAX
34" MAXIMUM
27" OR
BELOW
48" MAXIMUM PLAN VIEW ELEVATION
34" MAXIMUM
27" OR
BELOW
48" MAXIMUM PLAN VIEW ELEVATION ANY WIDTH SEE PLAN VIEW 20"
MAX
"X"
24" MAX 30" MIN. CLEAR IF "X"
≤ 20" 36" MIN. CLEAR IF "X"
> 20"
19"
MAX 48" MINIMUM
30" MINIMUM 30" MINIMUM
48" MINIMUM 15 MIN." 5" MAX. D. SPACES ALLOWANCES AND REACH RANGES IN COMMON USE AREAS. SEE DETAIL 22 ON SHEET AD-02 FOR THE REQUIRED CLEAR SPACE, ALLOWABLE REACH RANGES AND REQUIREMENTS FOR CONTROLS AND OPERATING MECHANISMS. 1'-4" MAX. CHARACTER WIDTH TO HEIGHT RATIO BETWEEN 3:5 (SHOWN) AND 1:1 STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10 (SHOWN). 3/8" MIN.
1/2" MAX.
60" ABOVE FIN. FLR.

TO CENTER OF SIGN GRADE 2 BRAILLE
12" MINIMUM 18" MINIMUM STAIR NUMBER GRADE 2 BRAILLE ROOF ACCESS GRADE 2 BRAILLE FLOOR LEVEL GRADE 2 BRAILLE FLOOR LEVELS SERVED GRADE 2 BRAILLE. ADDITIONAL RAISED CHARACTER AND BRAILLE EXIT SIGNS PER CBC SECTIONS 1013.4 AND 11B-703 SIGNS. WHEN SIGNS AND OR IDENTIFICATION DEVICES ARE PROVIDED THEY SHALL COMPLY WITH CBC SECTION 1143A & 11B-703. A. WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING, THEY SHALL COMPLY WITH NOTES E, F, H, I AND J BELOW. B. WHEN SIGNS DIRECT OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND SPACES OF A BUILDING, THEY SHALL COMPLY WITH NOTES E, F AND G BELOW. C. WHEN SIGNS IDENTIFY, DIRECT OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURES OF A BUILDING, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY AND COMPLY WITH NOTES E AND J BELOW. D. IDENTIFICATION SIGNS SHALL COMPLY WITH ALL REQUIREMENTS. DIRECTION AND INFORMATION SIGNS SHALL COMPLY WITH FINISH, PROPORTIONS, AND CHARACTER HEIGHT. ACCESSIBILITY SIGNS SHALL COMPLY WITH FINISH AND CONTRAST. E. FINISH AND CONTRAST CHARACTERS, SYMBOLS, AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. F. PROPORTION CHARACTERS ON SIGNS SHALL SE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". G. CHARACTER HEIGHT CHARACTERS AND NUMBERS ON SIGNS SHALL SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPERCASE "X'. LOWERCASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR GREATER THAN 80", THE MINIMUM CHARACTER HEIGHT SHALL BE 3". H. RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS WHEN RAISED CHARACTERS ARE REQUIRED OR PICTORIAL SYMBOLS ARE USED ON SUCH SIGNS, THEY SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: 1. CHARACTERS ON SIGNS SHALL BE RAISED 132" MINIMUM AND SHALL BE SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH "F" BELOW. 2. RAISED CHARACTERS SHALL BE A MINIMUM 5 8" AND A MAXIMUM OF 2" HIGH. 3. PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6" IN HEIGHT. 4. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE SHALL BE PLACED A MINIMUM 3 8" AND A MAXIMUM 1
2" DIRECTLY BELOW THE TACTILE CHARACTERS, FLUSH LEFT OR CENTERED. WHEN TACTILE TEXT IS MULTILINED, ALL BRAILLE SHALL BE PLACED TOGETHER BELOW ALL LINES OF TACTILE TEXT. I. LOCATION WHEN A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHEN A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHEN THE SIGN IS LOCATED WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. J. HEIGHT SIGNS WITH RAISED CHARACTERS SHALL BE LOCATED 48" MINIMUM ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAXIMUM ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. K. BRAILLE CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHENEVER BRAILLE IS REQUIRED. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH CBC SECTION 1143A.7 AND CBC SECTION 11B-703.3. COMMON & PUBLIC AREA ACCESSIBILITY NOTES & DETAILS (2) 8 AD-02.1 18 14
4 6 16 23 10 24 1211 17
9 22
- 21
- 13 19 15 20
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2 -
-
-
-
-
-
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- SWIMMING POOLS DRINKING FOUNTAINS TELEPHONE
5 SIGNAGE LOCKERS & STORAGE COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 19512/6/2022  SHOWERS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH SECTION 1134A.6 A. GRAB BAR REINFORCEMENT SHALL BE INSTALLED CONTINUOUS IN THE WALLS OF SHOWERS 32 INCHES TO 38 INCHES ABOVE THE FLOOR AND MINIMUM OF 6 INCHES NOMINAL IN HEIGHT. (CBC 1134.6.4) B. WHEN A THRESHOLD IS USED, IT SHALL BE A MAXIMUM OF 2 INCHES IN HEIGHT AND HAVE ABEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL. THRESHOLD 1 2 INCH OR LESS IN HEIGHT MAY HAVE A BEVELED OR SLOPED ANGLE NOT EXCEEDING 45 DEGREES FROM HORIZONTAL. (CBC 1134.6.5) THIS SHEET IS FOR REFERENCE ONLY AND ILLUSTRATES CODE-REQUIRED MINIMUM STANDARDS FOR DWELLING UNITS WITHIN A MULTIFAMILY DEVELOPMENT. SEE PERTINENT SHEETS, DRAWINGS, AND SPECIFICATIONS FOR APPLICATION OF THESE STANDARDS TO THIS SPECIFIC PROJECT. THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE 2019 CALIFORNIA BUILDING CODE (CBC) AND APRIL 1998 FAIR HOUSING ACT (FHA) DESIGN MANUAL , AND INTENDED TO PROVIDED THE CONTRACTOR THE GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE KNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS, IF FURTHER INFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CBC AND FHA DESIGN MANUAL PRIOR TO FABRICATION OR INSTALLATION OF THE WORK. DWELLING UNITS HALL COMPLY WITH CBC CHAPTER 11A AND THE FHA DESIGN MANUAL. A DWELLING UNIT IS A SINGLE UNIT OF RESIDENCE FOR A FAMILY OF ONE OR MORE PERSONS, WHICH MAY INCLUDE CONDOMINIUMS, AN APARTMENT UNIT WITHIN AN APARTMENT BUILDING, AND OTHER TYPES OF DWELLINGS IN WHICH SLEEPING ACCOMMODATIONS ARE PROVIDED BUT TOILETING OR COOKING FACILITIES ARE SHARED BY OCCUPANTS OF MORE THAN ONE ROOM OR PORTION OF THE DWELLING. EXAMPLES OF THE LATTER INCLUDE DORMITORY ROOMS AND SLEEPING ACCOMMODATIONS IN SHELTERS INTENDED FOR OCCUPANCY SUCH AS RESIDENCES FOR HOMELESS PERSONS.

CONTROL WALL

HEAD WALL
BACK WALL BATHTUBS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH CBC SECTION 1134A.5 A. THERE SHALL BE A MINIMUM FLOOR SPACE 48" PARALLEL BY 30" PERPENDICULAR TO THE SIDE OF THE BATHTUB OR BATHTUB-SHOWER COMBINATION MEASURED FROM THE FOOT OR DRAIN END OF THE TUB. THE AREA UNDER A LAVATORY MAY BE INCLUDED IN THE CLEAR FLOOR SPACE PROVIDED THAT KNEE AND TOE SPACE COMPLY WITH SECTION 1134A.8 (SEE DETAIL 16 THIS SHEET). CABINETS UNDER LAVATORIES AND TOILETS SHALL NOT ENCROACH INTO THE FLOOR SPACE. B. GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON THE BACK AND SIDE SURROUNDING WALLS AS SHOWN BELOW. IA BATHTUB INSTALLED WITHOUT SURROUNDING WALLS SHALL PROVIDE REINFORCED AREAS FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS. C. FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE. LEVER OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. KITCHENS SHALL COMPLY WITH CBC SECTION 1133A A. CLEAR FLOOR SPACE 1. A CLEAR FLOOR SPACE SHALL BE PROVIDED FOR PARALLEL APPROACH AT A RANGE OR COOKTOP. 2. A CLEAR FLOOR SPACE THAT PERMITS EITHER PARALLEL OR FORWARD APPROACH SHALL BE PROVIDED AT THE KITCHEN SINK AND ALL OTHER FIXTURES OR APPLIANCES. 3. THE CENTERLINE OF THE PROVIDED SPACE SHALL BE ALIGNED WITH THE CENTERLINE OF THE FIXTURE OR APPLIANCE. B. CLEAR WIDTH 1. U-SHAPED KITCHENS WITH A PARALLEL APPROACH AT A RANGE OR COOKTOP AT THE BASE OF THE "U" SHALL HAVE A MINIMUM CLEAR WIDTH OF 60". (FIGURE A) 2. U-SHAPED KITCHENS WITH A COOKTOP OR SINK AT THE BASE OF THE "U" WITH A FORWARD APPROACH SHALL HAVE A MINIMUM CLEAR WIDTH OF 48". (FIGURE B AND C) 3. ALL OTHER KITCHENS SHALL HAVE A MIN. CLR. WIDTH OF 48". (FIGURE D) 4. U-SHAPED KITCHENS WITH A SINK AND DISHWASHER AT THE BASE OF THE "U" SHALL HAVE A MINIMUM CLEAR WIDTH OF 68" TO ACCOMMODATE THE PARALLEL APPROACH OF BOTH THE SINK AND THE DISHWASHER. (FHA 7.9) (FIGURE E) C. REMOVEABLE CABINETRY 1. BASE CABINETS AND SHELVING DIRECTLY BELOW THE KITCHEN SINK COUNTER AREA SHALL BE REMOVEABLE WITHOUT THE USE OF SPECIALIZED TOOLS OR KNOWLEDGE. 2. KNEE SPACE PER 1134A.8, #4. 3. THE FINISH FLOOR BELOW THE KITCHEN SINK SHALL BE EXTENDED TO THE WALL. D. COUNTERTOPS 1. A MIN. LINEAR LENGTH OF 30" SHALL BE PROVIDED FOR THE INSTALLATION OF THE KITCHEN SINK. 2. A MIN. LINEAR LENGTH OF 30" SHALL BE PROVIDED FOR A WORK SURFACE. TWO 15" BREADBOARDS MAY BE PROVIDED IN LIEU OF WORK SURFACE 3. MIN. 5 PERCENT OF COVERED DWELLING UNITS MUST PROVIDE RE-POSITIONABLE COUNTERTOP WORK SURFACE AND SINK PER CBC 1133A.4.1. STONE, CULTURED STONE, AND TILED COUNTERTOPS DO NOT NEED TO MEET THE REPOSITIONING REQUIREMENTS. TWO 15" BREADBOARDS MAY BE PROVIDED IN LIEU OF THE RE-POSITIONABLE COUNTERTOP WORK SURFACE a. THE KITCHEN SINK AND WORK SURFACE COUNTERTOP SHALL BE DESIGNED TO ENABLE REPOSITIONING TO A MINIMUM HEIGHT OF 28". b. BASE CABINETS DIRECTLY UNDER THE KITCHEN SINK AND WORK SURFACE SHALL BE REMOVABLE AS REQUIRED IN SECTION 1133A.3. c. THE SIDES OF ADJACENT CABINETS AND THE BACK WALL SHALL BE CONSTRUCTED OF DURABLE AND NONABSORBENT MATERIALS. d. FINISHED FLOORING SHALL BE EXTENDED TO THE WALL BENEATH THE KITCHEN SINK AND WORK SURFACE. E. KITCHEN SINK FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE. LEVER OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. RANGE OR COOKTOP ONLY PARALLEL APPROACH REQUIRED. CLEAR FLOOR SPACE AT APPLIANCES & FIXTURES BACK WALL 6" MAX.
38" MIN. 6" MAX. 48" MIN. 6" MAX. 24" MIN.38" MIN.
32" MAX. 48" MINIMUM
30" MINIMUM GRAB BAR REINFORCEMENT
42"
MIN.* 18" MIN. 32" MIN. CLR.**
42"
MIN.* INTERNAL UNIT DOOR DOOR WIDTH **LANDING MAY BE REDUCED TO 39" IF DOOR PROVIDES 34" CLR. OPENING. PRIMARY ENTRY DOORS AND REQUIRED EXIT DOORS SHALL COMPLY WITH SECTION 1132A.1. THE REQUIREMENTS OF SECTION 1126A.3 SHALL APPLY TO THE MANEUVERING CLEARANCES AT THE SIDE OF THE DOOR EXPOSED TO COMMON OR PUBLIC USE SPACES, INCLUDING ENTRY OR EXIT DOORS WHICH OPEN FROM THE COVERED MULTIFAMILY DWELLING UNIT INTO A CORRIDOR, HALLWAY OR LOBBY, OR DIRECTLY TO THE OUTSIDE. INTERIOR DOORS AND SECONDARY EXTERIOR DOORS SHALL COMPLY WITH SECTION 1132A.2. EXCEPT AS ALLOWED BY SECTION 1109A.2, INTERIOR DOORS INTENDED FOR USER PASSAGE AND SECONDARY EXTERIOR DOORS SHALL COMPLY WITH THIS SECTION. THE PROVISIONS OF THIS SECTION SHALL APPLY TO THE DWELLING UNIT SIDE OF DOORS LEADING FROM THE INTERIOR OF THE DWELLING UNIT TO AN UNFINISHED BASEMENT OR ATTACHED GARAGE. A. THE WIDTH AND HEIGHT OF DOORS SHALL COMPLY WITH THE FOLLOWING: 1. DOORS SHALL BE NOT LESS THAN 6'-8" IN HEIGHT 2. SWINGING DOORS MUST PROVIDE A MINIMUM NET CLEAR OPENING WIDTH OF 32", MEASURED WITH THE DOOR OR DOORS POSITIONED AT AN ANGLE OF 90-DEGREES FROM THE CLOSED POSITION. A 34" DOOR IS ACCEPTABLE. 3. SWINGING DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES WITHIN THE DWELLING UNIT. 4. A NOMINAL 32" CLEAR OPENING PROVIDED BY A STANDARD 6' WIDE SLIDING PATIO DOOR IS ACCEPTABLE. 5. A PAIR OF DOORS, MANUAL OR AUTOMATIC, MUST HAVE AT LEAST ONE LEAF THAT PROVIDES A CLEAR WIDTH OF NOT LESS THAN 32", MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90-DEGREES FROM ITS CLOSED POSITION. B. FLOOR OR LANDING ON EACH SIDE OF THE DOOR SHALL BE LEVEL AND CLEAR. CHANGES IN HEIGHT BETWEEN LANDINGS SHALL COMPLY WITH CBC SECTION 1126A.2 OUTSIDE THE UNIT, SEE DETAIL 6 SHEET AD-02, AND CBC SECTION 1132A.4 WITHIN THE UNIT, SEE DETAIL 4 THIS SHEET. C. MANEUVERING CLEARANCES AT DOORS SERVING COVERED DWELLING UNITS SHALL COMPLY WITH CBC SECTION 1132A.5 (SEE FIGURES BELOW) AND CBC SECTION 1126A.3 FOR OTHER DOORS. D. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ENFORCEMENT AGENCY, NOT TO EXCEED 15 POUNDS . E. IF THE DWELLING UNIT ENTRY DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR (SECTION 1126A.4.1 AND FHA REQ. 3). F. HAND-ACTIVATED DOOR LATCHING, LOCKING AND OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE. G. LEVER OR LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED TO RETURN TO WITHIN 1/2" OF THE DOOR TO PREVENT CATCHING OF CLOTHING OF PERSONS DURING EGRESS IN GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD GREATER THAN 10. H. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR. I. EVERY PRIMARY ENTRY DOOR TO A COVERED MULTI-FAMILY DWELLING UNIT SHALL BE PROVIDED WITH A DOOR BUZZER, BELL, CHIME OR EQUIVALENT . THE ACTIVATING MECHANISM SHALL BE MOUNTED A MAXIMUM OF 48" ABOVE THE FLOOR AND CONNECTED TO PERMANENT WIRING. ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS SHALL COMPLY WITH CBC SECTION 1136A A. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48" MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX NOR LESS THAN 15" TO THE BOTTOM OF THE RECEPTACLE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE A KITCHEN BASE CABINET), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS AND OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES FROM THE WALL BENEATH THE RECEPTACLE. RECEPTACLE OUTLETS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE RECEPTACLE OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTIONS INCLUDE OUTLETS INSTALLED FOR BASEBOARD HEATERS, FLOOR RECEPTACLES INSTALLED ADJACENT TO SLIDING PANELS OR WALLS, BASEBOARD OUTLETS USED IN RELOCATABLE PARTITIONS, WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOR OUTLETS NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS. B. CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48" MEASURED TO THE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN 15" TO THE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE A KITCHEN BASE CABINET) SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS OR OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE.. EXCEPTIONS INCLUDE APPLIANCES (KITCHEN STOVES, DISHWASHERS, RANGE HOODS, MICROWAVE OVENS, LAUNDRY EQUIPMENT AND SIMILAR APPLIANCES) THAT HAVE CONTROLS LOCATED ON THE APPLIANCE. WATER CLOSETS IN BATHROOMS AND POWDER ROOMS SHALL COMPLY WITH CBC SECTION 1134.A.7. A. THE MINIMUM FLOOR SPACE PROVIDED AT A WATER CLOSET SHALL BE 48" IN CLEAR WIDTH. THE CLEAR FLOOR SPACE SHALL EXTEND PAST THE FRONT EDGE OF THE WATER CLOSET AT LEAST 36". EXCEPTION: THE 48" MINIMUM CLEAR WIDTH MAY BE REDUCED TO 36" FOR LAVATORIES, CABINETS, WING WALLS OR PRIVACY WALLS LOCATED IMMEDIATELY ADJACENT TO A WATER CLOSET WHICH EXTEND NO MORE THAN 24" IN DEPTH. WATER CLOSETS SHALL BE LOCATED WITHIN BATHROOMS IN A MANNER THAT PERMITS A GRAB BAR TO BE INSTALLED ON ONE SIDE OF A FIXTURE. IN LOCATIONS WHERE WATER CLOSETS ARE ADJACENT TO WALLS, VANITIES, LAVATORIES OR BATHTUBS, THE CENTERLINE OF THE FIXTURE SHALL BE A MINIMUM OF 18" FROM THE OBSTACLE. B. WATER CLOSETS SHALL BE LOCATED IN A FLOOR SPACE MIN. 48" IN WIDTH AND MIN. 66" IN DEPTH. A FIXED CABINET OR WING WALL MAY PROJECT MAX. 24" PERPENDICULAR FROM THE REAR WALL OF THE FIXTURE (FHA 7.43-7.44). C. WATER CLOSET SEAT HEIGHT SHALL BE MIN. 15". D. CONTROLS SHALL SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE E. GRAB BAR REINFORCEMENT SHALL BE PROVIDED AS SHOWN BELOW. 17" - 18" CL 18" MIN. 36" MIN. CLR. LAVATORY/VANITY WITH FIXED CABINETRY PERMITTED 36"

MINIMUM CLEAR
66" MIN. (FHA 7.43)
24" MAX
(FHA 7.43)
32" MAX.
38" MIN. GRAB BAR REINFORCEMENT 40" MIN. 12" MAX. 26" MIN. 15" MIN.

SEAT GRAB BAR REINFORCEMENT 1'-0" MAX
2'-6" MIN. CLEAR
6"
MIN 5'-0" MIN. CLEAR ENTRANCE 48" MIN. CLEAR
30" MIN. KITCHENS SHALL HAVE A MINIMUM CLEAR WIDTH MEASURED BETWEEN ANY CABINET, COUNTERTOP OR THE FACE OF ANY APPLIANCE (EXCLUDING HANDLES AND CONTROLS) THAT PROJECTS INTO THE KITCHEN AND THE OPPOSING CABINET, COUNTERTOP, APPLIANCE OR WALL AS FOLLOWS: KITCHEN SINK PARALLEL OR FORWARD WITH KNEE SPACE APPROACH REQUIRED, BASE CABINETS DIRECTLY UNDER THE KITCHEN SINK COUNTER AREA MUST BE REMOVABLE TO PROVIDE CLEARANCE FOR A WHEELCHAIR. (CBC 1133A.3) OVEN, DISHWASHER AND TRASH COMPACTOR PARALLEL OR FORWARD APPROACH REQUIRED REQUIRED FUNCTIONAL 30"X48" CLEAR SPACE FOR APPLANCE WITH PULL OUT OR PULL DOWN DOOR (FHA) REFRIGERATOR PARALLEL OR FORWARD APPROACH REQUIRED REQUIRED FUNCTIONAL 30"X48" CLEAR SPACE AT RANGE PULL DOWN DOOR (FHA) REQUIRED 30"X48" CLEAR SPACE AT COOKTOP (FORWARD APPROACH WITH KNEE SPACE AS ALTERNATE) 6" DOOR DIM
6" GARBAGE DISPOSAL TO BE CLEAR OF REQUIRED KNEE SPACE ACCESSIBLE ROUTE(S) WITHIN COVERED MULTIFAMILY DWELLING UNITS SHALL COMPLY WITH SECTION 1130A. A. AN ACCESSIBLE ROUTE SHALL BE PROVIDED THROUGH ALL ROOMS AND SPACES OF THE DWELLING UNIT. THE ACCESSIBLE ROUTE SHALL PASS THROUGH THE PRIMARY ENTRY DOOR, AND SHALL CONNECT WITH ALL ADDITIONAL EXTERIOR DOORS, REQUIRED CLEAR FLOOR SPACES AT KITCHEN APPLIANCES AND BATHROOM FIXTURES. B. THE ACCESSIBLE ROUTES INTO AND THROUGHOUT COVERED MULTIFAMILY DWELLING UNITS MAY INCLUDE HALLWAYS, CORRIDORS AND RAMPS AND SHALL BE AT LEAST 36" WIDE. CHANGES IN LEVEL ON ACCESSIBLE ROUTES WITHIN THE MULTIFAMILY DWELLING UNIT SHALL COMPLY WITH SECTION 1131A. A. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1 2". B. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL (50% SLOPE). C. CHANGES IN LEVEL NOT EXCEEDING 1 4" MAY BE VERTICAL. D. CHANGES IN LEVEL GREATER THAN 1
2" SHALL BE MADE BY MEANS OF A RAMP, ELEVATOR OR PLATFORM LIFT. 48" MIN. CLEAR 42" MIN. CLEAR
48" MIN. 30" MIN.
1 3'-0" MIN.

ENTRANCE 36" MIN CLEAR PATH 39" IF 3' DR INSTALLED MAXIMUM 1/2" : 1'-0" SLOPE 23 MAXIMUM 1/2" : 1'-0" SLOPE 3'-0" MIN. CLEAR 39" IF 3' DR INSTALLED 36" MIN. ENTRANCE
39" IF 3' DOOR INSTALLED 30" MIN.
48" MIN.
60" MIN. CLEAR

MAXIMUM
1/2" : 1'-0" SLOPE
REAR WALL ALTERNATE ROLL-IN 60 INCH ROLL-IN 42 INCH ROLL-IN LOCATE CONTROL AND SPRAY ON WALL FLUSH AND PARALLEL WITH MANEUVERING SPACE OUTSIDE THE SHOWER TYPICAL ALL SHOWER PLANS CONTROL WALL

CONTROL WALL REAR WALL CONTROL WALL SEAT WALL
REAR WALL 48" MINIMUM CLEAR (FHA 7.43). 48" MINIMUM CLEAR WIDTH 68" MINIMUM CLEAR WIDTH 60" DIAMETER
TURNING CIRCLE FIGURE A SEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #1 48" MINIMUM CLEAR WIDTH 48" MINIMUM CLEAR WIDTH (FHA 7.9) 60" MINIMUM CLEAR WIDTH FIGURE B SEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #2 FIGURE C SEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #2 RANGE OR COOKTOP WITH PARALLEL APPROACH 48" MINIMUM CLEAR WIDTH SINK OR COOKTOP WITH FORWARD APPROACH FIGURE D SEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #3 FIGURE E SEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #2 48"

MINIMUM CLEAR
WIDTH
48"

MINIMUM CLEAR

WIDTH LOCATED AT BOTH HEAD WALL AND CONTROL WALL
44" MIN. 18" MIN. 32" NET. CLEAR INTERIOR SIDE
44" MIN.
48" MIN. @
FRONT
APPROACH PRIMARY ENTRY (MIN. 3'-0" WIDE DOOR) DOOR WIDTH 1'-0" FRONT APPROACH* 2'-0" LATCH APPROACH * IF A CLOSER OR A CLOSER AND A LATCH ARE PROVIDED EXTERIOR SIDE 54" AT HINGE APPROACH SINK OR COOKTOP WITH FORWARD APPROACH 30" CLEAR WORK SURFACE PARALLEL OR FORWARD WITH KNEE SPACE APPROACH REQUIRED, BASE CABINETS, SHELVING, AND TOE KICK DIRECTLY UNDER WORKSPACE COUNTER MUST BE REMOVABLE TO PROVIDE 30" MINIMUM CLEARANCE FOR A WHEELCHAIR. (CBC 1133A.3) 30"

MINIMUM CLEAR
WIDTH GRAB BARS SHALL COMPLY WITH CBC SECTION 1127A.4 A. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33" MINIMUM AND 36" MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. EXCEPTION THAT THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY WITH SECTION 1127A.5.2. B. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL COMPLY WITH THE FOLLOWING: 1. GRAB BARS WITH CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 1 4". 2. GRAB BARS WITH NON-CIRCULAR CROSS SECTION SHALL HAVE A CROSS- SECTION DIMENSION OF 2" MAXIMUM. THE PERIMETER DIMENSION OF GRAB BARS WITH NON-CIRCULAR CROSS SECTION SHALL BE 4" MINIMUM AND AND 4.8" MAXIMUM. 3. L-SHAPED OR U-SHAPED GRAB BARS SHALL BE PERMITTED. C. THE SECURED STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES SHALL MEET THE REQUIREMENTS WITHIN SECTION 1127A.4.4. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. D. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUND EDGES. 1 1 2 " MIN
33" MINIMUM AND 36"

MAXIMUM MOUNTING

HEIGHT ABOVE THE
FINISH FLOOR CIRCULAR DIAMETER OF 1 1
4 " MINIMUM TO 2" MAXIMUM.
1 1
2 " MIN OBSTRUCTION FACE OF FINISH
9"
MIN.
27" MIN. @ REAR
34" MAX.
40" MAX. 17" MIN. DEEP TOE CLEARANCE 30" WIDE 8" DEEP KNEE CLEARANCE 30" WIDE 11" DEEP KNEE CLEARANCE 30" WIDE RIM/COUNTER MIRROR KNEE TOE LAVATORIES, VANITIES, MIRRORS AND TOWEL FIXTURES SHALL COMPLY WITH CBC SECTION 1134A.8. WHEN TWO OR MORE LAVATORIES ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. A. LOCATION: THE LAVATORY SHALL BE LOCATED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 18" FROM AN ADJOINING WALL OR FIXTURE FOR FORWARD APPROACH. THE LAVATORY SHALL BE LOCATED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 24" FROM AN ADJOINING WALL OR FIXTURE FOR PARALLEL APPROACH. THE TOP OF THE FIXTURE RIM SHALL BE A MAXIMUM OF 34 " ABOVE THE FINISH FLOOR. DISTANCE SHALL BE MEASURED TO THE HIGHER OF THE FIXTURE RIM FOR SURFACE MOUNT OR COUNTER SURFACE FOR UNDER MOUNT. B. MANEUVERING: A 30" X 48" CLEAR SPACE SHALL BE CENTERED ON THE LAVATORY. C. CABINETS UNDER THE LAVATORY ARE PERMITTED PROVIDED A PARALLEL APPROACH IS PROVIDED AND THE CABINETS ARE DESIGNED TO PROVIDE THE ADAPTABLE KNEE AND TOE CLEARANCES. D. KNEE AND TOE CLEARANCE SHALL BE PROVIDED AS SHOWN BELOW. A MAXIMUM OF 19" OF THE REQUIRED FORWARD APPROACH MAY BE PROVIDED BY KNEE AND TOE CLEARANCES. A MAX. OF 6" OF THE REQUIRED FORWARD APPROACH MAY BE PROVIDED BY TOE CLEARANCE. E. THE FLOOR FINISH BENEATH THE LAVATORY SHALL EXTEND TO THE WALL. F. HOT WATER & DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. G. LAVATORY FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE. LEVER OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. H. WHERE MIRRORS OR TOWEL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH SHALL BE ACCESSIBLE AND SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROM THE FLOOR. MAT CARPETING MUST CONSIST OF: A. LEVEL LOOP B. TEXTURED LOOP C. LEVEL CUT PILE D. LEVEL CUT/UNCUT PILE SECONDARY EXTERIOR DOOR COMPRESSED CARPET 1/2" MAX. BELOW THRESHOLD FINISH FLOOR EVEN DOOR THRESHOLD 29" MIN. @ FRONT MANEUVERING SPACEFORWARD APPROACH
48" MIN.
15" MIN.

CLEAR
24" MINIMUM

CLEAR AT

PARALLEL
APPROACH KNEE DOOR LANDINGSHALLCOMPLY WITH CBC SECTION 1132A.4 A. THE FLOOR OR LANDING ON EACH SIDE OF A DOOR SHALL BE LEVEL. PRIMARY ENTRY DOORS, REQUIRED EXIT DOORS OR SECONDARY EXTERIOR DOORS WITH CHANGES IN HEIGHT BETWEEN THE INTERIOR SURFACE OR FLOOR LEVEL AND THE EXTERIOR SURFACE OR FLOOR LEVEL SHALL COMPLY WITH THE FOLLOWING: B. EXTERIOR LANDINGS OF IMPERVIOUS CONSTRUCTION SERVING PRIMARY ENTRY DOORS AND REQUIRED EXIT DOORS ARE LIMITED TO NOT MORE THAN 1/2" OF CHANGE IN HEIGHT BETWEEN FLOOR SURFACES. CHANGES IN LEVEL SHALL EXCEEDING 1/2" SHALL BE MADE BY MEANS OF A RAMP WITH A MAXIMUM RAMP SLOPE NO GREATER THAN 1 : 12 (8.33%) PER CBC SECTION 1122A.2. C. EXTERIOR LANDINGS OF IMPERVIOUS CONSTRUCTION SERVING SECONDARY EXTERIOR DOORS ONTO DECKS, PATIOS OR BALCONY SURFACES MAY HAVE A MAXIMUM CHANGE IN HEIGHT FROM THE INTERIOR LANDING OF 1", PROVIDED A RAMP WITH A MAXIMUM SLOPE OF 1 : 8 (12.5%) IS PERMANENTLY INSTALLED. THRESHOLDS SHALL COMPLY WITH CBC SECTION 1132A.4.1 A. THRESHOLD AT PRIMARY ENTRY DOORS AND REQUIRED EXIT DOORS SHALL BE NO HIGHER THAN 1/2". B. THRESHOLDS AT UNIT SECONDARY EXTERIOR DOORS AND SLIDING GLASS DOORS SHALL BE NO HIGHER THAN 3/4". C. MATERIAL CHANGES IN HEIGHT AT INTERIOR DOOR THRESHOLDS SHALL NOT EXCEED 1/2". D. THRESHOLDS WITH A CHANGE IN HEIGHT OF NOT MORE THAN 1/4" MAY BE VERTICAL. E. THRESHOLDS WITH A CHANGE IN HEIGHT BETWEEN 1/4" AND 3/4" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 : 2 (50%). 1 8
1" MAX. STEP

BETWEEN

LANDINGS
2:1 BEVEL
3/4" MAX.
1/4" MAX.

VERTICAL
3/4" MAX.

RAMP
1/4" MAX.

VERTICAL PRIMARY ENTRY AND REQUIRED EXIT DOORS RAMP INTERIOR FLOOR MATERIAL CHANGES 2:1 BEVEL
1/2" MAX.
1/4" MAX.

VERTICAL
1 12
1/2" MAX. STEP

BETWEEN

LANDINGS
1/4" MAX.

RAMP
1/4" MAX.

VERTICAL RAMP
1 2
1/4" MAX.

VERTICAL BEVEL
1/4" MAX.

BEVEL 2% MAX EXTERIOR LANDING SLOPE 2% MAX EXTERIOR LANDING SLOPE

PARALLEL APPROACH
1'-6" MINIMUM

CLEAR AT FORWARD

APPROACH DWELLING UNIT ACCESSIBILITY DETAILS KITCHEN REQUIREMENTS 8 LANDINGS & THRESHOLDS
4 AD-03 BATHTUB SHOWER DOORS3 SWITCHES AND OUTLETS WATER CLOSET ACCESSIBLE ROUTE2 GRAB BARS GENERAL NOTES1 6 - LAVATORY SINK COPYRIGHT C 16 21 1720 10
9 - 11
-
- COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 19612/6/2022  1/4" BEVELED EDGE KEY SWITCH 1/4" ENGRAVED BLACK LETTERS NOTES: 1. VERIFY TEXT WITH ELEVATOR MANUFACTURER 2. THIS SIGN AT EXIT FLOOR ONLY 3/4" MINIMUM CALL BUTTONS RAISED 1/8" MIN. ABOVE FACE OF PLATE FIRE RECALL SWITCH ON - RECALLS ELEVATORS TO THIS FLOOR OFF - NORMAL ELEVATOR OPERATIONS TO USE ELEVATOR TURN FIRE SWITCH IN CAR TO ON PRESS FLOOR BUTTON PRESS DOOR CLOSE BUTTON TO CLOSE DOOR PRESS DOOR OPEN BUTTON TO OPEN DOOR TURN FIRE SWITCH OFF TO RELEASE ELEVATOR 3-6" TO FIN FLR BLACK (ENGRAVED) 1/4" BEVEL EDGE RED (ENGRAVED) 3/4" MINIMUM CALL BUTTONS RAISED 1/8" MIN. ABOVE FACE OF PLATE 1/2" HIGH LOWER CASE MEDIUM HELVETICA LETTERS IN CASE OF FIRE USE STAIRWAY FOR EXIT - DO NOT USE ELEVATOR 3'-6" TO FIN FLR ELEVATOR DOOR GROUT SILL ANGLE & ATTACHMENT BY ELEV. MANUF. WOOD FRAMING GYP. BRD.- SEE PLAN FOR REQ. FOR WALL ASSEMBLY ELEV. DOOR THRESHOLD BY ELEV. MANUF. ELEVATOR SHAFT FLOORING PER PLAN, FINISH SCHEDULE 2"x 5 8" STL. STRINGERS MOUNTING BRACKETS & FASTENERS PER LADDER MFR. ELEVATION SECTION ALIGN REAR WALL ELEVATION FRONT WALL ELEVATION EMERGENCY PHONE ILLUMINATED CONTROL BUTTONS 31" MIN. TO 33" MAX.
35" MIN.
48" MAX. FRONT APPROACH
3" MIN. INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE) SHALL BE PERMANENTLY ATTACHED TO EACH SIDE OF THE GURNEY/ STRETCHER ELEVATOR HOISTWAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TO THE LANDING OR HALLWAY AREA. 6'-6" MIN. TO 7'-0" MAX.

ABOVE FIN. FLOOR 5/8" MIN. X 1/32" RAISED NUMBERS, TYP. PLACE RAISED STAR ALONGSIDE MAIN EXIT FLOOR NUMBER 3/4" MIN. X 1/32" ILLUMINATED CAR CONTROL BUTTON 1/8" MIN. ABOVE FACE PANEL WITH SQUARE SHOULDERS AND ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE CONTRACTED GRADE 2 BRAILLE SHALL BE LOCATED IMMEDIATELY BELOW NUMERALS, CHARACTERS AND SYMBOLS, TYP. NOTE: THIS DRAWING INDICATES ACCESSIBILITY REQUIREMENTS ONLY. ACTUAL PANEL DESIGN MAY VARY PER MANUFACTURER. DOOR OPEN DOOR CLOSE ALARM BELL EMERGENCY STOP 6 4
2 P-1 P-2
1 35
2'-11" MIN. TO FIN. FL.

FROM LOWEST OPERABLE BUTTON
4'-0" FROM FIN. F.

TO HIGHEST OPERABLE BUTTON
1 1/4" 3/4"
MIN. SUPPORT RAIL T.O. PIT BOT. O. PIT WALL ASSEMBLY PER PLAN 1" DIA. RUNGS WELDED TO STRINGER PHOTOELECTRIC TUBE BYPASS SWITCH 6'-0" MIN. TO 6'-6" MAX. AT LEAST ONE MEDICAL EMERGENCY SERVICE ELEVATOR SHALL BE PROVIDED TO ACCOMMODATE A 24" x 84" MEDICAL GURNEY OR STRETCHER W/ NO LESS THAN 5" RADIUS CORNERS. SIZE OF ELEVATOR CAR VARIES BY MANUF. 1. ELEVATORS SHALL COMPLY WITH ALL FEFERAL, STATE AND LOCAL CODE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO CBC 1124A FOR ACCESSIBILITY AND CBC CHAPTER 30, ELEVATORS. 2. ELEVATOR SHALL BE SELF-LEVELING TO WITHIN 1/2" OF THE FLOOR LANDINGS UNDER NORMAL LOADING AND UNLOADING CONDITIONS.THE SELF-LEVELING SHALL, WITHIN ITS ZONE, BE ENTIRELY AUTOMATIC AND INDEPENDANT OF THE OPERATING DEVICE AND SHALL CORRECT THE OVER-TRAVEL OR UNDER-TRAVEL. THE CAR SHALL ALSO BE MAINTAINED APPROXIMATELY LEVEL WITH THE LANDING IRRESPECTIVE OF THE LOAD. THE CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE EDGE OF THE HOISTWAY LANDING SHALL BE NO GREATER THAN 1-1/4". 3. MINIMUM ONE OF THE ELEVATORS PROVIDED SHALL HAVE A CAR DIMENSIONS THAT SHALL ACCOMMODATE A 24" X 84" AMBULANCE GURNEY OR STRETCHER WITH NOT LESS THAN 5" RADIUS CORNERS, IN THE HORIZONTAL, OPEN POSITION. 4. SUPPORT RAIL SHALL BE PROVIDED (1 MINIMUM) ON ONE WALL OF THE CAR (REAR PREFERRED). TOP OF SUPPORT RAIL SHALL BE 31" MIN., 33" MAX. HEIGHT FROM THE FLOOR AND SHALL BE MINIMUM 1-1/2" CLEARANCE FROM THE WALL. HANDRAIL SHALL BE SMOOTH, NO SHARP EDGES. 5. REFER TO INTERIOR DESIGN DRAWINGS FOR CAR INTERIOR FINISHES 6. THE MINIMUM ILLUMINATION AT THE CAR CONTROLS, THRESHOLD AND THE LANDING WHEN THE CAR AND LANDING DOORS ARE OPEN SHALL NOT BE LESS THAN 5 FOOT CANDLES. 7. OBJECTS ADJACENT TO AND BELOW HALL CALL BUTTONS SHALL NOT PROJECT MORE THAN 4". 8. AUDIBLE SIGNAL SOUNDS SHALL BE ONCE FOR UP DIRECTION AND TWICE FOR DOWN DIRECTION (OR EQUIVALENT) 9. CONTROLS AND EMERGENCY EQUIPMENT IDENTIFIED BY RAISED LETTERS & SYMBOLS SHALL INCLUDE, BUT NOT BE LIMITED TO, DOOR OPEN, DOOR CLOSE, ALARM BELL, EMERGENCY STOP, AND TELEPHONE. 10. COMPARTMENT DOORS FOR EMERGENCY COMMUNICATION DEVICES SHALL BE LEVER TYPE AND SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE. 11. ALL CHARACTER AND SYMBOL BUTTONS SHALL BE DESIGNATED BY A 5/8" MINIMUM RAISED CHARACTERS AND STANDARD RAISED SYMBOLS AS DESCRIBED IN 1124.3.3.2. GRADE 2 BRAILLE SYMBOLS SHALL BE LOCATED IMMEDIATELY BELOW THE RAISED CHARACTERS. 12. PROVIDE SMOKE-DETECTION ELEVATOR RECALL AT ELEVATOR ENTRANCE AREAS AND MACHINE ROOMS. 13. ELEVATOR HYDRAULIC LINE, WHEN USED, SHALL BE VIBRATION ISOLATED. 14. CONTRACTOR SHALL VERIFY SOIL/WATER TABLE CONDITIONS PER GEOTECHNICAL REPORT AND MAKE NECESSARY ACCOMMODATIONS FOR ELEVATOR INSTALLATION 15. CONTRACTOR SHALL VERIFY HOISTWAY AND ELEVATOR EQUIPMENT ROOM SIZES AND REQUIREMENTS WITH ELEVATOR MANUFACTURER PRIOR TO CONSTRUCTION. NOTE: THIS DRAWING INDICATES ACCESSIBILITY REQUIREMENTS ONLY-SEE BUILDING PLANS FOR ADDITIONAL INFORMATION 2" HIGH FLOOR NUMBER SHALL BE WHITE ON BLACK BACKGROUND. MAIN ENTRY LEVEL SHALL HAVE RAISED FIVE-POINTED STAR W/2" OUTSIDE DIAMETER PER C.B.C 1124.A.8. CONTRACTED GRADE 2 BRAILLE SHALL BE PLACED BELOW CHARACTERS AND THE STAR ON BOTH JAMBS HALL LANTERN W/ AUDIBLE SIGNAL ELEVATOR CALL BUTTONS, SEE DETAIL ELEVATOR DOOR 3'-6" TO FIN. FLR.
5'-0"
6'-6" MIN. 7'-0" MAX. CL CL CL STAR OF LIFE AT EACH SIDE OF DOOR FRAME, GURNEY/ STRETCHER ELEVATOR ONLY, SEE DETAIL 72" MIN. TO FIN. FLR. CL WALL ASSEMBLY PER PLAN DOOR HEAD 5/8" TYPE X GYP. BD. HOLLOW METAL DOOR FRAME SMOKE DOOR IN OPEN POSITION ELEVATOR DOOR FRAME, PER MANUFACTURER SMOKE DOOR IN CLOSED POSITION

ADJUST FRAMING TO FLUSH
GYP. BD. WALL FINISH AND SMOKE
DOOR IN OPENED POSITION LINE OF SOFFIT ABOVE VERIFY WITH ELEVATOR MANUFACTURER SEE VERIFY W/ ELEVATOR MANUFACTURER CAB DOOR CLEAR WIDTH + 6" ELEVATOR CALL BUTTON SMOKE DOOR, VERIFY WIDTH IN FIELD HOLLOW METAL DOOR FRAME, FACTORY PRIMED WALL ASSEMBLY PER PLAN SMOKE DOOR IN CLOSED 90° POSITION ELEVATOR SHAFT MAGNETIC HOLD OPEN, SHIM AS REQUIRED TO INSTALL DOOR PARALLEL TO BACK WALL ELEVATOR DOOR SEALANT ELEV. DOOR THRESHOLD BY ELEV. MANUF. FLOORING PER PLAN, FINISH SCHEDULE ELEVATOR SHAFT SILL ANGLE & ATTACHMENT BY ELEV. MANUF. CONC. PODIUM DECK EDGE OF THRESHOLD FLUSH W/ WALL EDGE OF THRESHOLD FLUSH W/ WALL ELEVATOR DOOR GROUT ELEV. DOOR THRESHOLD BY ELEV. MANUF. FLOORING PER PLAN & FINISH SCHEDULE. SLOPE FINISH SURFACE AND SUBSTRATE AWAY FROM DOOR @ 1/4" PER FOOT MAX EDGE OF THRESHOLD FLUSH W/ WALL PROVIDE SEALANT AND BACKER ROD FULL PERIMETER BOTTOM OF HOUSING AUXILIARY RAIL PROVIDE BACKING FOR CURTAIN HOUSING MOUNTING PLATE SMOKE CURTAIN ASSEMBLY 4'-0" MIN.
12" TYP. 24" 10
- TYP. CALL BUTTON CALL BUTTON @ EXIT FLOOR
7 - HOISTWAY DOOR 15
- 1/2" CLR. FLOOR/CEILING ASSEMBLY PER PLAN WALL ASSEMBLY PER PLAN 1 - ELEVATOR SHAFT HOISTWAY DOOR CLEAR WIDTH FURRING AS REQUIRED SIDE / OFF-CENTERED OPENING CENTERED OPENING PROVIDE GYP. BD. ENTIRE HEIGHT OF WALL CMU OR PIP CONCRETE HOISTWAY2X METAL FRAMING 2 LAYERS 5 8" TYPE 'X' GYPSUM WALLBOARD METAL DOOR & JAMB LOBBY R.O. PER ELEV. MFR. 3'-6" CLR. HOISTWAY 2 LAYERS 58" TYPE 'X' GYPSUM WALLBOARD METAL DOOR & JAMB CMU OR PIP CONCRETE 2X METAL FRAMING SEALANT & BACKER ROD 58" GYP. BD. ENTIRE LENGTH OF WALL CLIPPED TO WALL ELEVATOR DETAILS AD-04 ELEVATOR SMOKE DOOR ELEVATOR SILL @ CONCRETE ELEVATOR SILL @ EXTERIOR ELEVATOR SILL @ INTERIOR ELEVATOR DOOR HEADER ELEVATOR SMOKE CURTAIN CONTROL PANEL CALL BUTTON DETAIL ELEVATOR GURNEY REQ. ELEVATOR DOOR JAMB ELEVATOR PIT LADDER STAR OF LIFE ELEVATOR LOBBY ACCESS ELEVATOR CAR ELEVATIONS ELEVATOR NOTES COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
4 2
1 8
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5 11
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 City Council 23 – 19712/6/2022  19 AD-21

EXTERIOR CMU/CONC WALL
1-, 2-, OR 3-HOUR CMU WALL
1-HOUR EXT WALL 1-HOUR EXT WALL 1-HOUR EXT WALL
1-HOUR INT WALL 1-HOUR INT WALL 1-HOUR INT WALL
1-HOUR INT WALL 1-HOUR INT WALL 1-HOUR INT WALL 1-HOUR FLOOR ASSEMBLY 1-HOUR FLOOR ASSEMBLY 3-HOUR HORIZONTAL ASSEMBLY 1-HOUR ROOF ASSEMBLY 15 AD-20.2 5 AD-20.28 AD-20.26 AD-20.2 ONE METALLIC THROUGH PENETRANT - TUB DRAIN F RATING: 3 HOUR (AMMC) T RATING: 3 HOUR (AMMC) STEEL PIPE: NOM 2 INCH DIA SCHEDULE 10 (OR HEAVIER) COPPER PIPE: NOM 2 INCH DIA IRON PIPE: NOM 2 INCH DIA CAST OR DUCTILE8 AD-20.3 12 AD-20.3 12 AD-20.2 ELECTRICAL BOX - GYPSUM WALL MAX 16 SQUARE INCHES WITH PUTTY PADS 13 AD-20.2 14 AD-20.2 BATHTUB NON-METALLIC THROUGH PENETRANT - WOOD FLOOR F RATING: 1 HOUR T RATING: 0 HOUR PVC PIPE: NOM 2 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE CPVC PIPE: NOM 2 INCH DIA (OR SMALLER) SDR13.5 10 AD-20.2 ONE METALLIC DUCT THROUGH PENETRANT - CONCRETE/CMU WALL F RATING: SAME AS WALL (1, 2 OR 3 HOUR) T RATING: 0 HOUR STEEL DUCT: MAX 30 INCH BY 18 INCH (OR SMALLER) NO. 24 GAUGE (OR HEAVIER) GSM4 AD-20.2 ONE NON-METALLIC THROUGH PENETRANT - WOOD FLOOR F RATING: 1 HOUR T RATING: 0 HOUR PVC PIPE: NOM 4 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE CPVC PIPE: NOM 4 INCH DIA (OR SMALLER) SDR17 ABS PIPE: NOM 4 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE FRPP PIPE: NOM 4 INCH DIA (OR SMALLER) SCHEDULE 40 ONE NON-METALLIC THROUGH PENETRANT - CONCRETE FLOOR F RATING: 3 HOUR T RATING: 3 HOUR IF THERE IS NO WALL ABOVE (AMMC) OTHERWISE 0 HOUR PVC PIPE: NOM 3 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE RIGID NON-METALLIC CONDUIT: NOM 3 INCH DIA (OR SMALLER) SCHEDULE 40 PVC CPVC PIPE: NOM 3 INCH DIA (OR SMALLER) SDR17 ABS PIPE: NOM 3 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE ONE METALLIC THROUGH PENETRANT - GYPSUM WALL F RATING: 1 HOUR T RATING: 0 HOUR STEEL DUCT: NOM 36 INCH BY 30 INCH (OR SMALLER) NO. 24 GAUGE (OR HEAVIER) ONE METALLIC THROUGH PENETRANT - WOOD JOIST FLOOR F RATING: 1 HOUR T RATING: 1 HOUR STEEL PIPE: NOM 10 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID (OR HEAVIER) IRON PIPE: NOM 10 INCH DIA (OR SMALLER) CAST OR DUCTILE IRON CONDUIT: NOM 6 INCH DIA (OR SMALLER) STEEL CONDUIT STEEL ELECTRICAL METAL TUBING: NOM 4 INCH DIA (OR SMALLER) COPPER TUBING: NOM 4 INCH DIA (OR SMALLER) TYPE L (OR HEAVIER) COPPER PIPE: NOM 4 INCH DIA (OR SMALLER) REGULAR (OR HEAVIER) ONE NON-METALLIC THROUGH PENETRANT - GYPSUM WALL F RATING: 1 HOUR T RATING: 0 HOUR PVC PIPE: NOM 2 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE CPVC PIPE: NOM 2 INCH DIA (OR SMALLER) SDR17 RIGID NON-METALLIC CONDUIT: NOM 2 INCH DIA (OR SMALLER) SCHEDULE 40 PVC ABS PIPE: NOM 2 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE ONE METALLIC THROUGH PENETRANT - GYPSUM WALL F RATING: 1 HOUR T RATING: 0 HOUR COPPER TUBING: NOM 4 IN DIA (OR SMALLER) TYPE M (OR HEAVIER) COPPER PIPE: NOM 4 IN DIA (OR SMALLER) REGULAR (OR HEAVIER) STEEL PIPE: NOM 4 IN DIA (OR SMALLER) SCHEDULE 5 (OR HEAVIER) CONDUIT: NOM 4 IN DIA (OR SMALLER) STEEL ELEC METALLIC TUBING OR RIGID STEEL CONDUIT IRON PIPE: NOM 4 IN DIA (OR SMALLER) CAST OR DUCTILE IRON MULTIPLE METALLIC THROUGH PENETRANTS - CONCRETE FLOOR / CMU WALL F RATING: 3 HOUR T RATING: 0 HOUR FLEXIBLE STEEL CONDUIT: NOM 2 INCH DIA (OR SMALLER) EMT: NOM 4 INCH DIA (OR SMALLER) 18 AD-20.2 ONE METALLIC THROUGH PENETRANT - WOOD FLOOR AT WATER CLOSET F RATING: 1 HOUR T RATING: 0 HOUR TOILET FLANGE: CAST IRON IRON PIPE: NOM 4 INCH DIA (OR SMALLER) CAST IRON 17 AD-20.2 UNUSED HOLE PLUG F RATING: 3 HOUR T RATING: 0 HOUR4 AD-20.3 1-HOUR INT WALL
1-HOUR INT WALL SHEET METAL DRYER VENT AIR HANDLER EXH FAN EXH FAN SOFFIT SHEET METAL DRYER VENT REG
2 MULTIPLE METALLIC OR NON-METALLIC THROUGH PENETRANTS - CONCRETE FLOOR F RATING: 3 HOUR (UL SYSTEM C-AJ-8093) T RATING: 3 HOUR (PER AMMC) PENETRANTS: 1 OR MORE METALLIC OR NON-METTALIC PENETRANTS DESCRIBED IN UL SYSTEM C-AJ-8093 16 AD-20.3 1 MEMBRANE PENETRATIONS BY STEEL, FEROUS OR COPPER CONDUITS, PIPES, TUBES OR VENTS WHERE THE ANNULAR SPACE IS PROTECTED IN ACCORDDANCE WITH SECTION 713.4.1.1 OR TO PREVENT THE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE AGGREGATE AREA OF OPENINGS THROUGHT THE MEMBRANE SHALL NOT EXCEED 100 SQ. IN. IN ANY 100 SQ. FT. OF CEILING AREA IN ASSEMBLIES TESTED WITHOUT PENETRATIONS KEYNOTES2 WHERE DUCTS PENETRATE FIRE-RESISTANCE-RATED WALL FROM A NON-RATED SOFFIT TO A ROOM: PROVIDE 5/8" TYPE-X GYP BD AT THE TOP, BOTTOM AND BOTH SIDES OF THE OPENING 1-HOUR INT WALL
1 1. FOR PIPE / WIRE / CABLE PENETRATIONS - REFER TO DETAIL 16/AD-20. NOTES 19 AD-20.2 VENT PENETRATION AT EXTERIOR WALL ONE NON-METALLIC THROUGH PENETRANT IN WALL F RATING: 3 HOUR (AMMC) T RATING: 0 HOUR STEEL PIPE: NOM 4 INCH DIA SCHEDULE 10 (OR HEAVIER) CONDUIT NOM 4 INCH DIA (OR SMALLER) COPPER PIPE: NOM 3 INCH DIA (OR SMALLER) TYPE M IRON PIPE: NOM 4 INCH DIA CAST OR DUCTILE 2 AD-20.2
1 1
1 SHEET METAL DUCT SHEET METAL DUCT THROUGH ROOF SHEET METAL DUCT TIE-DOWN PENETRANT F RATING: 1 HOUR T RATING: 0 HOUR 1-HR FIRESTOPPING BY 3M AT SOLE AND TOP PLATE SOFFIT 24 AD-20.3 ONE METALLIC DUCT THROUGH PENETRANT - GYPSUM WALL F RATING: 1 HOUR T RATING: 0 HOUR STEEL DUCT, MAX 100 BY 100 INCHES CONSTRUCTED PER SMACNA STANDARDS 3 AD-20.3
8 AD-20 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL FIRE ASSEMBLY PENETRATION KEY PLAN TYPICAL FIRE-RESISTANCE RATED PENETRATIONS SCALE: 3/8"=1'-0" 4 AD-20 
City Council 23 – 19812/6/2022 
SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTS F RATING: 3 HR. PVC PIPE NOMINAL 6" DIAM OR LESS PVC FOAM COR PIPE NOMINAL 6" DIAM OR LESS CPVC NOMINAL 6" DIAM ABS NOMINAL 6" DIAM OR LESS ABS FOAM CORE NOMINAL 6" DIAM OR LESS TOGGLE BOLT SPEC SEAL FIRESTOP COLLAR ABS PIPE GYPSUM FLOOR / CEILING ASSEMBLY SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTS F RATING: 1 & 2 HR. T RATING: 1/2, 3/4, 1 & 1 1/2 HR. STEEL PIPE NOMINAL 4" DIAM OR LESS IRON PIPE NOMINAL 4" DIAM OR LESS CONDUIT NOMINAL 4" DIAM COPPER TUBING NOMINAL 4" DIAM OR LESS COPPER PIPE NOMINAL 4" DIAM OR LESS "SPEC SEAL" SERIES 100, 101, 102, OR 105 SEALANT STEEL OR IRON PIPE GYPSUM BOARD FLOOR / CEILING ASSEMBLY NON-METALLIC PIPE UP TO 3" DIAM. SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTS SEALANT DEPTH: WRAP STRIP - NOMINAL 1/4" THICK INTUMESCENT MATERIAL FACED ON BOTH SIDES WITH PLASTIC FILL SEALANT MIN. 5/8" THICKNESS W/ 1/4" CROWN IN ANNULAR SPACE OF MIN 1/4" TO 1-1/4" MAX F RATING: 1 & 2 HR. T RATING: 1, 1-3/4 & 2HR. PVC NOMINAL 3" CPVC NOMINAL 3" RIGID NON-METALLIC CONDUIT NOMINAL 3" DIAM ABS NOMINAL 3" DIAM FRPP NOMINAL 2" DIAM PP NOMINAL 1" DIAM GYPSUM BOARD ASSEMBLY NON-METALLIC PIPE OR TUBING "SPEC SEAL" WRAP STRIP SPEC SEAL BLU "SPEC SEAL" SERIES 100, 101,102, OR 105 SEALANT SEALANT DEPTH: FILL SEALANT FORCED INTO ANNULUS TO MAX EXTENT POSSIBLE ON BOTH SIDES W/ 1/4" CROWN ANNULAR SPACE 1/4" SEALANT DEPTH: FILL SEALANT FORCED INTO ANNULUS TO MAX ANNULAR SPACE 1/4" NOTE:

INSTALL ALL MANUF. PRODUCTS IN ACCORDANCE WITH THEIR LISTED AND APPROVED TESTED ASSEMBLIES. TESTED ASSEMBLIES HAVE PRIORITY OVER ANY INFORMATION SHOWN OR NOTED HEREIN. NON-METALLIC PIPE UP TO 1 1/2" DIAM SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTS SEALANT DEPTH: FILL SEALANT MIN. 5/8" THICKNESS W/ 1/4" CROWN ANNULAR SPACE NOMINAL 3/8" F RATING: 1 & 2 HR. T RATING: 1 & 1-1/2 HR. POLYBUTLENE PIPE NOMINAL 1" DIAM PEX NOMINAL 1" DIAM ABS NOMINAL 1 1/2" DIAM PVC NOMINAL 1 1/2" DIAM CPVC NOMINAL 1 1/2" DIAM GYPSUM BOARD ASSEMBLY NON-METALLIC PIPE OR TUBING "SPEC SEAL" SERIES 100, 101, 102, 0R 105 SEALANT NON-METALLIC PIPE UP TO 2" DIAM (NOT ABS) SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTS SEALANT DEPTH: FILL SEALANT MIN. 5/8" THICKNESS W/ 1/4" CROWN LAPPING 1" BEYOND THE OPENING ANNULAR SPACE NOMINAL 5/16" GYPSUM BOARD ASSEMBLY NON-METALLIC PIPE CONDUIT, RACEWAY OR TUBING "SPEC SEAL" SERIES 100 101, 102, OR 105 SEALANT ELECTRICAL CABLES GYPSUM BOARD ASSEMBLY F RATING: 1 & 2 HR. T RATING: 0 UP TO 4" CABLE BUNDLE SEALANT DEPTH: FILL SEALANT MIN. 5/8" THICKNESS 3/8" CROWN BEAD AT CONTACT POINT ANNULUS RANGING FROM POINT CONTACT TO 1/2" MAX SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTS SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTS SEALANT DEPTH: FILL SEALANT MIN. 5/8" THICKNESS 3/8" CROWN BEAD AT CONTACT POINT ANNULUS RANGING FROM POINT CONTACT TO 1-1/2" MAX GYPSUM BOARD ASSEMBLY STEEL OR IRON PIPE OR CONDUIT "SPEC SEAL" SERIES 100 SEALANT F RATING: 1 & 2 HR. T RATING: 0 HR STEEL PIPE NOMINAL 24" DIAM OR LESS IRON PIPE NOMINAL 24" DIAM OR LESS CONDUIT NOMINAL 4" DIAM COPPER PIPE NOMINAL 6" DIAM OR LESS COPPER TUBING NOMINAL 6" DIAM OR LESS F RATING: 1 & 2 HR. T RATING: 1 & 1-1/2 HR. PVC NOMINAL 2" DIAM. RIGID NON-METALLIC CONDUIT NOMINAL 2" DIAM. CPVC NOMINAL 2" DIAM. OPTICAL FIBER RACEWAY FROM PVC NOM. 2" DIAM. OPTICAL FIBER RACEWAY FROM PVDF NOM. 1 1/4" DIAM. ELECTRICAL NON-METALLIC TUBING NOM. 2" DIAM. "SPEC SEAL" SERIES 100 101, 102, OR 105 SEALANT UL SYSTEM NO. WL1049 UL SYSTEM NO. WL3076 UL SYSTEM NO. WL2093 UL SYSTEM NO. WL2100 AUL SYSTEM NO. WL2048 B UL SYSTEM NO. FC1010 UL SYSTEM NO. UL1479 C
1"
MAX 3 1/2" MAX 6" DIA MAX
3/4"
MIN MAX 6" DIA OPENING WITH NOM 2" (OR SMALLER) STEEL, IRON OR COPPER PIPE F RATING - 3 HR BASED ON STI ENGINEERING JUDGEMENT REF L302401JP T RATING - 3 HR BASED ON MORGAN ADVANCED MATERIALS ENGINEERING JUDGEMENT TUB DRAIN PENETRATION 110655TP02 1. MIN 4 PCF MINERAL WOOL TIGHLY PACKED INTO THE OPENING TO A MAX 1" DEPTH AND RECESSED INTO THE OPENING MIN 5" FROM BOTTOM SURFACE OF FLOOR 2. MIN 3/4" SPECSEAL SSS OR LCI SEALANT 3. MINERAL WOOL TIGHTLY PACKED INTO ANNULUS TO REMAINING DEPTH OF FLOOR 4. NOM 2" DIA STEEL, IRON OR COPPER PIPE 5. 3-LAYERS FIREMASTER FASTWRAP XL MIN 36" DISTANCE ALONG PIPE 5"
MIN
123
3-HR HORIZ ASSY THROUGH PENETRATION FIRESTOP 1/2" MIN DATED 4/9/15 ATTACHED 3 45 NOTE: CONTINUOUS SPECIAL INSPECTION REQUIRED DETAIL REFLECTS STAFF FINDINGS PER AMMC APPROVED 4/17/15 1"
MAX 6" DIA MAX
3/4"
MIN F RATING - 3 HR BASED ON STI ENGINEERING JUDGEMENT REF L302402JP T RATING - 0 HR BLANK OPENING FIRESTOP 110655TP01 1. MIN 4 PCF MINERAL WOOL TIGHLY PACKED INTO THE OPENING TO A MAX 1" DEPTH AND RECESSED INTO THE OPENING MIN 5" FROM BOTTOM SURFACE OF FLOOR 2. MIN 3/4" SPECSEAL SSS OR LCI SEALANT 3. MINERAL WOOL TIGHTLY PACKED INTO ANNULUS TO REMAINING DEPTH OF FLOOR 5"
MIN
123
3-HR FLOOR MODIFIED THROUGH PENETRATION FIRESTOP FOR BLANK HOLE NOTE: CONTINUOUS SPECIAL INSPECTION REQUIRED DETAIL REFLECTS STAFF FINDINGS PER AMMC APPROVED 4/17/15 18 SQ FT MAX OR 6'-0" DIA MAX MAX 18 SQ FT OR SINGLE 6 FT DIA OPNG WITH 1 OR MORE PENETRANTS F RATING - 3 HR BASED ON UL SYSTEM NO. C-AJ-8093 T RATING - 3 HR BASED ON MORGAN ADVANCED MATERIALS ENGINEERING JUDGEMENT 1. Nominal 9 inch long by 4 to 6 inch by 1 to 3 inch thick plastic covered intumescent SpecSeal Firestop Pillows by STI in accordance with UL System No. C-AJ-8093 2. 1 or more metallic or non-metallic penetrants described in UL System No. C-AJ-8093 3. 3-layers Firemaster FastWrap XL minimum 36 inches distance along pipe 9"
NOM
1 3-HR HORIZ ASSY
12" CONC THROUGH PENETRATION FIRESTOP DATED 5/7/15 ATTACHED 23 NOTE: CONTINUOUS SPECIAL INSPECTION REQUIRED DETAIL REFLECTS STAFF FINDINGS PER AMMC APPROVED 5/7/15 2 1/2"
MAX SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTS F RATING: 2 & 3 HR. T RATING: 0, 1, 2 & 3 HR. PVC PIPE NOMINAL 6" DIAM OR LESS CPVC PIPE NOMINAL 6" DIAM OR LESS RIGID NON-METALLIC CONDUIT NOMINAL 6" DIAM ABS PIPE NOMINAL 6" DIAM OR LESS FRPP PIPE NOMINAL 6" DIAM OR LESS HDPE PIPE NOMINAL 6" DIA OR LESS SEALANT OR PUTTY PER UL REPORT NON-METALLIC PIPE FILL, VOID OR CAVITY MATERIAL - WRAP STRIP PER UL REPORT FIRESTOP SYSTEM: REFER TO UL REPORT FOR SPECIFIC CONDITION & FIRESTOP OPTIONS. THERE IS A TABLE OF MULTIPLE SCENARIOS AND OPTIONS TO CHOOSE FROM. UL SYSTEM NO. C-AJ-2297 CONCRETE FLR/WALL METALLIC CONCRETE FLR/WALL NON-METALLIC SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTS F RATING: 3 HR. T RATING: 0 HR. STEEL PIPE NOMINAL 4" DIAM OR LESS CONDUIT NOMINAL 4" DIAM OR LESS COPPER TUBING NOMINAL 3" DIAM IRON PIPE NOMINAL 6" DIAM OR LESS SEALANT PER UL REPORT METALLIC PIPE PACKING MATERIAL PER UL REPORT FIRESTOP SYSTEM: PACKING MATERIAL - MIN 3-3/4 IN. THICKNESS OF MIN. 4.5 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM SO THAT THE WIDTH OF THE WOOL IS COMPRESSED AT LEAST 50 PERCENT. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. FILL, VOID OR CAVITY MATERIAL - SEALANT MIN 1 4 IN. THICKNESS OF SEALANT APPLIED WITHIN THE ANNULUS, FLUSH WITH THE TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF WALL. 3M COMPANY: FB-1000 NS (FLOORS OR WALLS) OR FB-1003SL UL SYSTEM NO. C-AJ-1292 WOOD FRAMED FLR/CLG METALLIC WOOD FRAMED FLR/CLG NON-METALLIC WALL NON-METALLIC WALL ELECTRICAL CABLE BUNDLE WALL METALLIC PIPE OR CONDUIT COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL FIRE PENETRATION DETAILS PIPE / WIRE / CABLE PENETRATIONS 4 AD-20.1
3 6
2 7 16 12
8 1110
 City Council 23 – 19912/6/2022  THE DETAILS & NOTES ON THIS SHEET ARE SHOWN AS A MINIMUM ALLOWED BY THE C.B.C. IN CONJUNCTION WITH THE GYPSUM ASSN. GA 600 MANUAL, THE U.L. DIRECTORY OF FIRE RESISTANCE, AND THE CALIFORNIA DEPT. OF HEALTH SERVICE AND OFFICE OF NOISE CONTROL (C.O.N.C.) CATALOG OF S.T.C. AND ICC RATINGS. THE CONTRACTOR WILL OBTAIN A COPY OF THE LISTED ASSEMBLIES NOTED FOR INSTALLATION AND FINISH ATTACHMENT REQUIREMENTS. 1.) PRIOR TO SETTING THE WALL PLATES INTO POSITION - THREE (3) CONTINUOUS BEADS OF SEALANT SHALL BE LAID TO PROVIDE A SEAL BETWEEN THE FLOORING AND THE PLATE. ALTERNATE MINIMUM 1/2" WIDE ACOUSTICAL TAPE, OR AMOFOAM SILL SEALER. 2.) SEAL ALL ELECTRICAL OUTLET BOXES IN THE DWELLING SEPARATION WALL WITH ACOUSTICAL SEALANT SO THAT THE BOXES ARE AIRTIGHT. 3.) COVER THE BACKS OF ALL ELECTRICAL OUTLET BOXES IN THE DWELLING SEPARATION WALL WITH ACOUSTICAL OUTLET BOX PADS. 4.) OUTLET BOXES IN RATED ASSEMBLIES WITH BE STEEL PER U.B.C. SEC. 709.7 AND 710.2 OR APPROVED ALTERNATE. 5.) OUTLET BOXES BETWEEN UNITS TO BE STAGGERED WITH A 2'-0" MINIMUM SPACE BETWEEN. 6.) FIRESTOPPING WILL OCCUR AT 10'-0" O.C. MAXIMUM, HORIZONTALLY AND VERTICALLY. 7.) PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES FOR PIPING, ELECTRICAL DEVICES, RECESSED CABINETS, BATHTUBS, OR HEATING, VENTILATING OR EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED, PADDED, OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED FIRE AND SOUND RATINGS. 8.) NO RIGID CONNECTION SHALL BE MADE BETWEEN CEILING GYPSUM BOARD AND FLOOR JOIST OF FLOORS SEPARATING UNITS. 9.) PLUMBING, CONDUIT OR DUCTWORK SHALL BE HUNG FROM FLOOR JOISTS WITH RESILIENT HANGERS AND SHALL NOT BE CONNECTED DIRECTLY TO CEILING IN ANY MANNER. 10.) THE PERIMETER OF HARD SURFACED AREAS AND THEIR SETTING BEDS WILL BE ISOLATED FROM WALLS WITH FIBERGLASS, FOAM, OR NEOPRENE GASKET AND CAULK TO THE SURFACE. THE BASEBOARD SHALL COVER GAPS BUT WILL NOT TOUCH HARD SURFACE. 11.) STUDS WILL BE WRAPPED WITH 5/8" TYPE "X" GYPSUM BOARD AT BEARING WALLS WHERE DUCTS, WIRING, PLUMBING, ETC. PENETRATE WALL. HIGH EAR ACOUSTO-CLAMP ACOUSTO-CLAMP ACOUSTO-LATOR ACOUSTO-SCUTCHEON METAL BRACKET (SIZES VARY: COMES IN ACOUSTO-KIT WITH TWO ACOUSTO-LATORS) ACOUSTO-PLUMB SYSTEM COMPONENTS ARE AVAILABLE THROUGH: LSP/SPECIALTY PRODUCTS; (800)854-3215 FASTEN CLAMP TO STRUCTURE (TYP.) TRISOLATOR PIPE SLEEVE: SERIES 100 FOR STEEL PIPE OR SERIES 500 FOR COPPER TRISOLATOR AVAILABLE THROUGH: ELMDOR/STONEMAN ENGINEERING; (800) 591-9181 KEEP PIPE CLEAR OF STRUCTURE, OTHER PIPES, AND OTHER TRADES RESILIENT CHANNEL CONSTRUCTION ATTACH CHANNELS DIRECTLY TO THE FRAMING SYSTEM ONLY. DO NOT INSTALL CHANNELS ON GYPSUM BOARD, SHEAR PLYWOOD, OR LIKE MATERIAL. A. ATTACHING CHANNELS 1. ATTACH SINGLE LEG RESILIENT CHANNELS SPACED PER FIRE RATED ASSEMBLY. USE DIETRICH INDUSTRIES (800/873-2443) RC DELUXE 25-GAUGE RESILIENT CHANNELS OR SINGLE-LEG CHANNELS THAT CAN BE SHOWN TO HAVE EQUIVALENT LABORATORY ACOUSTICAL PERFORMANCE TO USG RC-1 CHANNELS. KINETICS ISOMAX CHANNELS RECOMMENDED AT BEDROOMS BELOW LIVING AREAS. 2. USE 1" TYPE S BUGLE HEAD DRY WALL OR SIMILAR SCREWS. SPLICE CHANNELS ONLY AT FRAMING AND OVERLAP BUTT ENDS NO MORE THAN 1-1/2" UNLESS NOTED OTHERWISE BY RATED ASSEMBLY. SCREW ATTACH THROUGH BOTH FLANGES. 3. ATTACH CHANNELS WITH MOUNTING FLANGES FACING IN ONLY ONE DIRECTION. FOR WALLS, THE GYPSUM BOARD MOUNTING FLANGE WOULD FACE UPWARD AND PREPUNCHED HOLES DOWNWARD. 4. HOLD BACK ENDS OF CHANNELS 1/2" FROM INTERSECTING SURFACES. 5. LOCATE CHANNELS A MAXIMUM OF 3" FROM FRAMING AT BASE AND HEAD OF WALL. 7. ADD ADDITIONAL FRAMING IF NECESSARY SO THAT CHANNELS ARE CANTILEVERED NO MORE THAN 6". B. ATTACHING GYPSUM BOARD 1. APPLY GYPSUM BOARD OF MAXIMUM PRACTICAL LENGTH ORIENTED PER THE RATED ASSEMBLY. 2. FASTEN GYPSUM BOARD TO CHANNELS, PER FIRE RATED ASSEMBLY AND DO NOT SCREW INTO FRAMING. 3. LOCATE GYPSUM BOARD 1/4" FROM INTERSECTING SURFACES. C. TWO-LAYER OPTION 1. WHEN A CONSTRUCTION WITH TWO LAYERS OF GYPSUM BOARD ON RESILIENT CHANNELS IS RECOMMENDED, APPLY THE FACE GYPSUM BOARD LAYER IN THE SAME MANNER AS THE BASE LAYER, EXCEPT OFFSET THE LONG EDGE JOINTS BY 24" AND THE SHORT EDGE JOINTS BY 48". 2. FASTEN THE FACE LAYER PANEL TO CHANNELS PER RATED ASSEMBLY AND DO NOT SCREW INTO FRAMING. 3. OFFSET FACE LAYER SCREW PATTERN 6 INCHES FROM BASE LAYER SCREWS ALONG ALL CHANNELS. 4. HOLD BACK EDGES OF RESILIENTLY HUNG GYPSUM BOARD 1/4" AT ALL INTERSECTING SURFACES. D. CAULKING GYPSUM BOARD/RESILIENT CHANNEL CONSTRUCTION 1. FOR ALL CONSTRUCTIONS, CAULK THE PERIMETER VOID FULL AND AIRTIGHT WITH AN ACOUSTICAL SEALANT. SEALANT: METACAULK 1000 BY RECTORSEAL 2. RECESSED LIGHT FIXTURES, JUNCTION BOXES, FIRE SPRINKLER PIPES, AND OTHER PENETRATIONS MUST BE SEALED AIRTIGHT WITH ACOUSTICAL SEALANT. E. BASEBOARD AND TRIM ATTACHMENT 1. DO NOT RIGIDLY ATTACH BASEBOARD OR OTHER FINISHING TRIM TO FRAMING THROUGH RESILIENTLY SUSPENDED GYPSUM BOARD. 2. SCREW ATTACH BASEBOARD TO CHANNELS. GLUING BASEBOARD TO GYPSUM BOARD COULD ALSO BE CONSIDERED. NOTES: 1. INSTALL CHANNELS 16" ON CENTER UNLESS OTHERWISE SPECIFIED 2. AVOID STUD OR JOIST WHEN FASTENING GYPSUM BOARD TO CHANNEL- GYPSUM BOARD SCREWS MUST NOT CONTACT FRAMING 3. HOLD BACK 1/2" FROM INTERSECTING SURFACES 4. DO NOT CANTILEVER CHANNEL BY MORE THAN 6" FROM FRAMING GYPSUM BOARD MOUNTING FLANGE OF CHANNEL FRAMING FLANGE WITH SCREW WOOD STUD OR JOIST SECTION THROUGH RESILIENT CHANNEL NOTE: LOCATE PIPING 1-1/2" MIN. CLEARANCE OF GYPSUM BOARD TYPICAL ALL DETAILS ABOVE ARE SHOWN WITH ACOUSTO-PLUMB ISOLATORS WALL PENETRATION INSTALLATION JOIST BAY INSTALLATION TUB/SHOWER VALVE INSTALLATION VERTICAL STUD BAY INSTALLATION GYPSUM BOARD WOOD STUD FILL FRAMING CAVITY WITH BATT INSULATION KEEP PIPE CLEAR OF STRUCTURE ACOUSTO-SCUTCHEON ACOUSTI-PLUMB ISOLATORS NOTE: FLOOR/CEILING CONDITIONS SIMILAR NOTE: IF PIPE IS SUSPENDED FROM OR DIRECTLY ATTACHED TO STRUCTURE OR OTHER BUILDING ELEMENTS, USE 1/2" THICK, 40-DUROMETER NEOPRENE AS SLEEVE BETWEEN PIPE AND PIPE COLLAR SAFING BATT INSULATION IF REQUIRED FOR FIRE RATING FLOOR CONSTRUCTION 3/4" NEOPRENE PAD 40-DUROMETER STEEL PLATE (OPTIONAL) CAULK AIRTIGHT. USE FIRE-RATED RESILIENT FILLER IF REQUIRED FOR FIRE RATING RESILIENT WRAP 1/4" THK. FELT PAD OR EQUAL BORING OR NOTCHES PER C.B.C. SEC. 2326.11.10 AND PER STRUCT. ENG. APPROVAL NON-PLUMBING SIDE (E.G., BEDROOM, DINING ROOM) KEEP PIPE CLEAR OF STRUCTURE; ATTACH ONLY AT UNIT SERVED. ADJUST DEPTH OF PARTITION TO ACCOMMODATE DRAIN LINE BATT INSULATION GYPSUM BOARD 1. NOISE CONTROL APPLIES TO DOMESTIC SUPPLY AND RETURN PIPES (HOT AND COLD), WASTE/DRAIN PIPES, AND INTERNAL ROOF OR PATIO DRAINS. (VENT PIPES DO NOT REQUIRE NOISE CONTROL) 2. NOISE SENSITIVE ROOMS ARE DEFINED AS BEDROOMS, DENS AND LIVING/DINING ROOMS. 3. AVOID LOCATING MAJOR PIPES (I.E. RISERS AND OFFSETS) IN WALLS OR CEILINGS OF NOISE SENSITIVE ROOMS. MAJOR PIPES SHOULD BE ROUTED THROUGH CORRIDORS, CLOSETS, OR MECHANICAL CHASES. 4. PIPES IN WALL AND CEILING CAVITIES SHOULD BE TREATED AS FOLLOWS: A.) PIPES MUST NOT BE RIGIDLY CONNECTED OR IN SOLID CONTACT WITH THE BUILDING STRUCTURE. ISOLATE PIPES AS FOLLOWS: B). FOR NOISE SENSITIVE ROOMS, POSITION PIPES NO CLOSER THAN 1-1/2" INCHES FROM THE GYPSUM BOARD SURFACE. FOR ADDITIONAL PLUMBING NOISE CONTROL, APPLY A SECOND LAYER OF GYPSUM BOARD. C.) FOR NON-NOISE SENSITIVE ROOMS, POSITION PIPES NO CLOSER THAN 1" FROM THE GYPSUM BOARD SURFACE. D.) WALLS MUST BE SIZED TO ACCOMMODATE BOTH THE PIPE AND CLEARANCE TO GYPSUM BOARD SURFACES; USE DOUBLE-STUD TYPE PARTITIONS FOR PLUMBING WALLS WHEREVER POSSIBLE. PIPES THAT CROSS EACH OTHER WITHIN A WALL OR CEILING CAVITY MUST ALSO BE TAKEN INTO CONSIDERATION WHEN SIZING WALLS AND CEILING SPACES. INCLUDE AN ADDITIONAL 1/2" TO 1" THICKNESS TO ACCOUNT FOR ANY FIELD VARIATIONS. E.) PENETRATIONS FOR PIPES THROUGH THE STRUCTURE (I.E. FLOOR SLAB, STUDS, OR SOLID WALLS) SHOULD BE CUT OVERSIZED TO PREVENT CONTACT AND/OR TO ACCOMMODATE A RESILIENT PIPE SLEEVE (ISOLATOR) AS REQUIRED TO SECURE PIPES IN PLACE. F.) SUPPLY PIPES SERVING THE FIXTURE SIDE IN A PLUMBING WALL ARE NOT REQUIRED TO MAINTAIN THE ABOVE SPECIFIED CLEARANCES. G.) OPENINGS IN THE GYPSUM WALL BOARD AROUND A FIXTURE FEED LINE SHOULD BE CUT OVERSIZED TO ACCOMMODATE A 1/4 " BEAD OF CAULKING AROUND THE FEED LINE, THEREBY ISOLATING THE PIPE FROM THE WALL. CAULKING WILL BE FIRE RATED. H.) ISOLATORS CONSISTING OF RESILIENT PIPE SLEEVE ELEMENTS SHOULD BE USED IN CONJUNCTION WITH OR INTEGRAL TO PIPE CLAMPS OR HANGERS WHEN SECURING PIPES TO THE STRUCTURE. I.) WHERE PIPES COME INTO INCIDENTAL CONTACT WITH THE BUILDING STRUCTURE OR OTHER BUILDING ELEMENTS INCLUDING OTHER PIPES, A RESILIENT ISOLATOR SHOULD BE INSTALLED AT THE POINT OF CONTACT. J.) WHERE DOUBLE-STUD PLUMBING WALLS ARE USED, ROUTE AND SECURE PIPES THAT SERVE A PARTICULAR UNIT TO THE STUD ROW THAT SUPPORTS THE GYPSUM BOARD OF THE SAME UNIT. K.) ACCEPTABLE ENGINEERED ISOLATORS AND ISOLATION SYSTEMS ARE AS FOLLOWS: i.) FOR PIPES 1" OR LESS: ACOUSTO-PLUMB SYSTEM OF SLEEVES AND CLAMPS (ORANGE AND BLUE) BY SPECIALTY PRODUCTS, OR TRISOLATOR PIPE SLEEVES BY STONEMAN COMPANY (OR EQUAL) INSTALLED IN CONJUNCTION WITH STANDARD METAL PIPE CLAMPS AND HANGERS. ii.) FOR PIPES LARGER THAN 1": TRISOLATOR PIPE SLEEVES BY STONEMAN COMPANY (OR EQUAL) IN CONJUNCTION WITH STANDARD METAL PIPE CLAMPS AND HANGERS, OR "FELT LINED PIPE HANGERS" WITH A MINIMUM 1/4" THICK FELT. IF FELT LINED HANGERS ARE USED, IT IS CRUCIAL THAT THE HANGERS BE PROPERLY LOCATED AND SIZED SO THAT THE FELT IS NOT CRUSHED OR OTHERWISE RENDERED INEFFECTIVE FOR ISOLATING PIPE VIBRATION. iii.) RISER CLAMPS SHOULD BE ISOLATED FROM THE BUILDING STRUCTURE WITH 3/4" THICK 40 DUROMETER NEOPRENE PAD BETWEEN THE RISER CLAMP EAR AND THE FLOOR SLAB. 5. USE CAST IRON DRAIN PIPES WHENEVER POSSIBLE. OTHERWISE, WRAP ALL PLASTIC AND COPPER DRAIN PIPES THAT ARE LOCATED IN WALL OR CEILING CAVITIES OF DWELLING UNITS COMPLETELY WITH PIPE WRAP TAPE BY LOWRY COMPANY. 6. INSTALL MINIMUM R-11 FIBERGLASS BATT INSULATION IN OTHERWISE UN-INSULATED WALL OR CEILING CAVITIES WITH PLUMBING PIPES. 7. PACK THE CAVITY VOID BELOW TUBS AND SHOWERS WITH FIBERGLASS OR SPRAYED-ON MATERIAL AND BLOCK THE BOTTOM OF THE TUBS. 8. FOR THE FLOOR/CEILING ASSEMBLIES AND WASTE LINES PENETRATIONS OF NON-COMMON WALLS, WASTE LINES ABOVE THE SLAB SHALL BE CAST IRON. THE ELBOW BELOW THE STOOL WASTE OUTLET SHOULD BE ISOLATED FROM THE POSITION BLOCKS WITH PADDING OF A FELT MATERIAL. THE ENTIRE SPACE AROUND THE ELBOW MUST BE FILLED WITH FIBERGLASS OR EQUAL MATERIAL. USE TRISOLATOR PIPE SLEEVES IN CONJUNCTION WITH STANDARD METAL PIPE CLAMPS AND HANGERS, OR "FELT LINED PIPE HANGERS" WITH A MINIMUM 1/4" THICK FELT. IF FELT LINED HANGERS ARE USED, IT IS CRUCIAL THAT THE HANGERS BE PROPERLY LOCATED AND SIZED SO THAT THE FELT IS NOT CRUSHED, SKEWED, OR OTHERWISE RENDERED INEFFECTIVE FOR ISOLATING PIPE VIBRATION. 9. WATER PRESSURE SHOULD BE CONTROLLED IN THE RANGE OF 35 TO 55 P.S.I. WATER VELOCITY SHOULD NOT EXCEED 6 FEET / SEC. IF SINGLE FAUCET SYSTEM ARE USED. HOWEVER, THE CODE ALLOWS 15 FEET/SEC. WHICH IS ACCEPTABLE IF NON-SINGLE FAUCET SYSTEM ARE USED. SHOWER HEAD WATER FLOW RESTRICTIONS MUST BE USED TO LIMIT THE FLOW FOR LESS THAN 3 GAL. / MIN. THE SHOWER HEAD IS TO INCORPORATE AN ACOUSTO-SCUTCHEON; HOWEVER, IF THE SHOWER HEAD MUST BE RIGIDLY ATTACHED TO THE STRUCTURE, USE HUBBARD HOLDRITE SILENCER #265 10. THE PLUMBING SYSTEM MUST OTHERWISE BE INSTALLED PER THE PLUMBING CODE. WHERE A CODE REQUIREMENT APPEARS TO CONTRADICT THE RECOMMENDED PIPE ISOLATION DETAILS, THE CODE CONDITION SHOULD TAKE PRECEDENCE. CONFLICT SHOULD BE FULLY DOCUMENTED AND BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. GENERAL NOTES DWELLING SEPARATION NOTES NOISE CONTROL GUIDELINES FOR DOMESTIC PLUMBING NOTE 4 NOTE 3 NOTE 2 1" MINIMUM 2" MINIMUM 6" TYPICAL MINIMUM 1-1/2" CLEARANCE FROM GYPSUM BOARD SURFACE ADJUST THICKNESS OF PARTITION TO ALL PIPES AND PLUMBING 1/4" - 1/2" NOMINAL 6" MAX. EQ. (NOTE 1) EQ. EQ. EQ. EQ. 6" MAX. ACOUSTICAL ISOLATION DETAILS AD-20.2 PLUMBING WALL 21 FELT ISOLATION 17 DRAIN & SUPPLY PIPES IN PLUMBING WALL 22 SUPPLY PIPE ISOLATION 18 ACOUSTO-PLUMB ISOLATION 10 15 ACOUSTO-PLUMB ISOLATION 11 RESILIENT CHANNEL INSTALLATION GUIDE7 16 8 NOTES
4 TRISOLATOR ISOLATION 12 14 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 20012/6/2022  BATT INSULATION ONE LAYER 5
8 " PROPRIATERY GYPSUM BOARD RESILIENT CHANNELS 1" GYPSUM FLOOR TOPPING OVER ACOUSTI-MAT 1/4 PREMIUM 2X10 FLOOR FRAMING, 24" O.C. MAX. FLOOR SHEATHING ASSEMBLY COMPLIES WITH: GA FILE NO. FC 5112 UL DESIGN L569 STC MIN. 50 ISOLATE BASEBOARD ABOVE FINISH FLOOR ACOUSTICAL-FIRE SEALANT INSTALL WALL BOARD MIN. 1 2" ABOVE SUBFLOOR PER CBC, TWO LAYERS 5/8" GYPSUM WALLBOARD WITH ALL JOINTS FIRE TAPED . ASSIGNED TIME 30 MINUTES PER LAYER; 60 MINUTES*. 1-HOUR FIRE RATED ACOUSTIC SEALANT OR FIRE SAFING. DUCT OR LIGHT IN RATED LINED JOIST BAY RATED FLOOR / CEILING PER PLAN PER CBC, WOOD FLOOR JOIST AT 16"O.C. MAX. WITH A MIN. NOMINAL THICKNESS OF 2". ASSIGNED TIME 10 MINUTES. *PER CBC SECTION 721.6.2.1, THE TOTAL TIME ASSIGNED TO THE MEMBRANE ON THE FIRE EXPOSED SIDE OF THE ASSEMBLY IS 60 MINUTES ENCLOSE FULL LENGTH OF DUCT RUN OR LIGHT BOX WITH GYPSUM WALLBOARD ON ALL 4 SIDES AND TOP OF ENCLOSURE PER CBC, 19/32" MIN. WOOD STRUCTURAL PANEL BONDED WITH GLUE. ASSIGNED TIME 15 MINUTES. EXTEND THE LENGTH OF DUCT RUN. CONTINUE GYPSUM BOARD BEHIND NON-RATED SOFFIT DUCT OR PIPES LIGHT GAUGE METAL FRAMING CEILING . (1) LAYER OF 5/8" GYPSUM BOARD RATED FIRE PARTITION RATED FLOOR / CEILING RESILIENT WALL TO SOFFIT JOINT ISOLATION SOFFIT FRAMING SHALL BE ISOLATED FROM ACOUSTIC WALL. 1/2" GAP CONNECT SOFFIT FRAMING TO RESILIENT CHANNEL ONLY, NOT TO FLOOR FRAMING STRUCTURAL ROOF SHEATHING BATT INSULATION PER T-24 REPORT ROOF TRUSSES 24" O.C. ASSEMBLY COMPLIES WITH: GA FILE NO. RC 2604 ROOF SHEATHING PER ROOFING MANUFACTURER 26 GA. STEEL DUCT CONTINUOUS FROM MEMBRANE TO EXTERIOR OF BUILDING PROVIDE FRAMING AS REQUIRED TO SUPPORT GYPSUM WALLBOARD, 2x4 AT 16" O.C. MAXIMUM (2) LAYERS 5/8" TYPE X GYPSUM WALLBOARD. THE ENCLOSURE SHALL COMPLETELY WRAP AROUND THE DUCT OR FAN HOUSING PENETRATION LISTED THROUGH PENETRATION FIRE STOP COMPLYING WITH CBC SECTION 713.4.1.2 EXCEPTION #1 FLEXIBLE OR RIGID CONNECTOR 1-HOUR FIRE RATED ACOUSTIC SEALANT OR FIRE SAFING FAN OR REGISTER 2x CEILING JOIST OR TRUSS BOTTOM CHORD (1) LAYER 5/8" TYPE X GYPSUM WALLBOARD ALL FOUR SIDES OF THE ACCESS OPENING AS REQUIRED BY MANUFACTURER. 20" X 30" MINIMUM OPENING REQUIRED COORDINATE ROUGH OPENING WITH TRUSS MANUFACTURER 1 4" THICK PERIMETER ISOLATOR BETWEEN WALL AND GYP-CRETE FLOOR UNDERLAYMENT SUBFLOOR 1 4" MIN. GAP, FILL WITH ACOUSTICAL FIRE RATED SEALANT. ISOLATE BASEBOARD ABOVE FINISH FLOOR ACOUSTICAL FIRE RATED SEALANT INSTALL WALL BOARD MIN. 1 2" ABOVE SUBFLOOR SLAB CARPET OR HARD SURFACE FLOORING R.C. CHANNELS 1 4" MIN. GAP. CAULK WITH ACOUSTICAL FIRE RATED SEALANT. STRUCTURAL SHEAR PANEL WHERE OCCURS. FINISH FLOOR WHERE OCCURS CONCRETE SLAB. MIN. 6.2 INCH THICK FOR 3 HR RATING PER CBC TABLE 722.2.2.1. REFER TO PLANS FOR DESIGN THICKNESS. ASSEMBLY COMPLIES WITH: CBC TABLE 721.1(3) ITEM 1-1.1 MIN. 1 2" THICK STRUCTURAL SHEATHING (2) LAYERS OF 58" TYPE 'X' GYPSUM BOARD 2X 10 WOOD FLOOR JOISTS MAX. 24" O.C. TUB SLAB BLOCK-OUT FOR DRAINAGE LINES. 3" 12"
8" 3 HR RATED FIRESTOPPING AT THE SLAB PENETRATION WATERPROOFING OVER METAL PAN INSERT. SHAFT WALL PER PLAN PER PLAN PER PLAN 2 HR RATED SHAFT ASSEMBLY PER GA FILE No. 7125. CONCRETE SLAB CONCRETE OR CMU WALL ONE LAYER 5 8" PROPRIETARY TYPE X WALLBOARD OVER RESILIENT FURRING CHANNELS PROPRIETARY GYPSUM BOARD: 5 8" SHEETROCK BRAND FIRECODE C PROPRIETARY GYPSUM BOARD: 5 8" SHEETROCK BRAND FIRECODE C ASSEMBLY COMPLIES WITH: GA FILE NO. RC 2601 MIN. 1 2" THICK STRUCTURAL SHEATHING (2) LAYERS OF 58" TYPE 'X' GYPSUM BOARD 2X WOOD ROOF JOISTS MAX. 24" O.C. GLASS FIBER OR MINERAL FIBER BATT INSULATION DRAPED OVER CHANNELS ASSEMBLY COMPLIES WITH: CBC TABLE 721.1 (3) 13-1.2 DOUBLE WOOD FLOOR EXTERIOR PLASTER OVER METAL LATH 2X WOOD FLOOR JOISTS MAX. 16" O.C. 2 1 2" HARDROCK CONCRETE DRAINAGE BOARD OVER WATERPROOFING MEMBRANE "PLI-DECK" WATERPROOF DECK COATING - INSTALL PER MANUF. REQS. 3/4" PLYWOOD SHT'G W/ EXTERIOR GLUE 2X WOOD DECK JOISTS EXTERIOR PLASTER OVER METAL LATH. NOTE: WHERE TOP OF DECK SURFACE IS EXPOSED TO WEATHER, PROVIDE CROSS VENTILATION AT UNDERSIDE OF DECK CAVITIES AT A RATE OF 1/150. 1" GYPSUM FLOOR TOPPING LISTING DETAILS: GYPSUM WALLBOARD, WOOD JOISTS, ROOF COVERING BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO 2X10 WOOD JOISTS 24" O.C. WITH 1-1/4" TYPE W OR S DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO JOISTS WITH 1-7/8" TYPE W OR S DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOISTS AND 1-1/2" TYPE G DRYWALL SCREWS 12" O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. WOOD JOISTS SUPPORTING 1/2" PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO JOISTS WITH 8d NAILS. APPROPRIATE ROOF COVERING. CEILING PROVIDES ONE-HOUR FIRE RESISTANCE PROTECTION FOR FRAMING, INCLUDING TRUSSES. ROOF COVERING MINIMUM CLASS 'B' 80 MIL TPO ROOFING ON SLOPED RIGID INSULATION STC/ICC RATING 1. KINETICS #AT001028 2. TESTING AGENCY & REPORT NUMBER 2.1. NRC-CANADA 2.2. B3463.15 FIRE RATING: 1-HR SOUND TRANSMISSION: 59 STC KINETICS #AT001028 IMPACT INSULATION: 52 IIC KINETICS #AT001028 FIRE RESISTANCE LISTING: GA FILE NO. RC 2601(1) LAYER 5/8" GYPSUM BOARD OVER METAL STUDS AT DROP CEILING, REFER TO "SSMA" SPAN TABLE FOR SIZING. WHERE POSSIBLE ALL DROP FRAMING SHALL BE SUPPORTED BY THE WALLS ONLY. DRYWALL FURRING CHANNEL (2) LAYERS 5/8" GYPSUM WALL BOARD BATT INSULATION, (TOTAL R-VALUE SHALL MEET REQUIREMENTS PER TITILE-24 ENERGY REPORT, LESS THE R-VALUE ACHIEVED WITH SPRAY FOAM INSULATION) CONCRETE PAVERS ON ADJUSTABLE PEDESTALS - SEE LANDSCAPE DRAWINGS CLOSED CELL SPRAY APPLIED POLYURETHANE FOAM INSULATION / AIR BARRIER (AIR-IMPERABLE) APPLIED TO THE UNDERSIDE OF THE ROOF SHEATHING (DIRECT CONTACT) ( ICC-ES ESR-3500 - ICYNENE PROSEAL, OR APPROVED EQUAL) MIN. 5/8" PLYWOOD MIN. 1/2" PLYWOOD O/ 2X SLEEPERS RIPPED TO SLOPE MASON SUPER W PADS 3/4" 1/4" DENSDECK 50 DM UNDER PEDESTALS, TYP. FINISH FLOOR WHERE OCCURS CONCRETE SLAB. MIN. 3.5 INCH THICK FOR 3 HR RATING PER CBC TABLE 722.2.2.1. REFER TO PLANS FOR DESIGN THICKNESS. ASSEMBLY COMPLIES WITH: CBC TABLE 721.1(3) ITEM 1-1.1 FIRE-RATED FLOOR-CEILING ASSEMBLIESAD-21 3-HR RATED FLOOR/CEILING 1-HR RATED FLOOR/CEILING 1-HR ROOF/CEILING ASSEMBLY NON-RATED DROPPED SOFFIT 1-HR FLOOR/CEILING ASSEMBLY 2-HR RATED SOFFIT WALL TO CEILING ISOLATION 1-HR ROOF/CEILING ASSEMBLY 1-HR LINED JOIST BAY FLR/CLG. ASSEMBLY 1-HR FLOOR/CEILING ASSEMBLY SLAB CUT-OUT AT TUB WALL TO FLOOR ISOLATION WALL TO SLAB ISOLATION RATED ATTIC ACCESS FAN AT ROOF/CEILING ASSEMBLY N.R. DECK ASSEMBLY 1-HR FLOOR/CEILING ASSEMBLY COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
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9 161514 201918 24232221 17 13 1-HR ROOF/CEILING ASSEMBLY -
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 City Council 23 – 20112/6/2022  MOISTURE RESISTANT GYPSUM BOARD, NON-PAPER BACKED, CONTINUES BEHIND THE TUB/SHOWER UNIT MOISTURE RESISTANT GYPSUM BOARD, NON-PAPER BACKED OVER TUB/SHOWER FLANGE TUB, ISOLATE BASE FROM FLOOR AND WALL RATED WALL PARTITION RECESSED OPENINGS IN ONE HOUR WALLS FOR MEDICINE CABINETS, FIRE EXTINGUISHERS, ELECTRICAL PANELS OR ANY OTHER FIXTURE EXCEEDING 16 SQ. INCHES SHALL BE LINED WITH 5/8" TYPE X GYP. BOARD ON ALL SIDES. TAPE JOINTS 5/8" TYPE X GYP. BOARD BOTH SIDES 2x3 OR 2x4 FLAT WOOD STUDS 24" O.C. VARIES SEE PLAN NOTES: 1. DEPTH OF ELECTRICAL BOXES SHALL BE COMPATIBLE WITH WALL OR PARTITION STUD SIZE AND ACCOMMODATE LISTED PADS WHEN USED. 2. ALL UNUSED KNOCK-OUTS SHALL BE PLUGGED. 3. CONDUIT SHALL BE INSTALLED ON THE SIDE SERVED IN DOUBLE STUD OR STAGGERED STUD WALLS AND PARTITIONS. CONDUIT IS NOT ALLOWED IN THE AIR SPACE BETWEEN STUD ROWS. 4. SEPARATE CONDUIT SHALL BE PROVIDED FOR ELECTRICAL BOXES ON OPPOSITE SIDES OF SINGLE STUD ACOUSTIC WALLS OR PARTITIONS. 5. CONTRACTOR SHALL DRILL ALL STUD AS REQUIRED FOR INSTALLATION OF CONDUIT. 6. LISTED PAD WRAPS ARE REQUIRED ON ALL ELECTRICAL BOXES AT ALL WALLS AND PARTITIONS THAT REQUIRE ACOUSTICAL INSULATION. SEE ACOUSTICAL REPORT FOR ADDITIONAL REQUIREMENTS. MEMBRANE PENETRATIONS SHALL BE INSTALLED PER CBC SECTION 714.3.2. WHERE WALLS OR PARTITIONS ARE REQUIRED TO HAVE A FIRE-RESISTIVE-RATING, RECESSED FIXTURES SHALL BE INSTALLED SUCH THAT THE REQUIRED FIRE-RESISTANCE WILL NOT BE REDUCED. MEMBRANE PENETRATION OF MAXIMUM 2-HOUR FIRE-RESISTANT-RATED WALLS AND PARTITIONS ARE ALLOWED BY STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQUARE INCHES IN AREA, PROVIDED THE AGGREGATE AREA OF THE OPENINGS THROUGH THE MEMBRANE DOES NOT EXCEED 100 SQUARE INCHES IN 100 SQUARE FEET. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL ARE ALLOWED, PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE-RATED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED WITH THE LISTING. THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE STEEL OR LISTED BOX SHALL NOT EXCEED 1/8". 24" MINIMUM

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5 MINERAL OR GLASS FIBER BATT INSULATION STUFFED IN THE AIR SPACE AND STAPLED TO STUDS AT 10'-0" O.C. HORIZONTALLY OPTIONAL 2ND 3-1/2" SOUND ATTENUATION BLANKET 3-1/2" SOUND ATTENUATION BLANKET RATED FIRE PARTITION STRINGERS SHALL HAVE NO CONNECTION TO WALL 5/8" TYPE X GYPSUM WALLBOARD AT ENCLOSED SPACE UNDER STAIRS WALL TO FLOOR JOINT ISOLATION PROVIDE BACKING FOR CARPET 1/2" GAP CONTINUE GYPSUM BOARD BEHIND AND BELOW STAIR AS REQUIRED TO MAINTAIN FIRE AND/OR ACOUSTIC RATED WALL ASSEMBLIES S
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AL WOOL INSULATION.RESILIENT CAULK 1/8" MAX ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE ASSEMBLY COMPLIES WITH: GA FILE No. WP 3520 CBC TABLE 721.1 (2) ITEM No. 14-1.3 2X WOOD STUDS 16" O.C. WALL INSULATION WHERE REQUIRED 2x4 WOOD STUD 16" O.C. STAGGERED 8" O.C. FROM OPPOSITE SIDE EXTERIOR PLASTER * UNIT (1) LAYER 5/8" TYPE X GYPSUM BOARD EACH SIDE SOUND INSULATION IN BOTH WALL CAVITIES PER T-24 REQUIREMENTS SHEAR PANEL WHERE OCCURS EXTERIOR UNIT INTERIOR ASSEMBLY COMPLIES WITH: GA FILE No. WP 3380 CBC TABLE 721.1 (2) ITEM No. 15-1.3 UL DESIGN U305 CA NOISE CONTROL FILE No.1.2.3.1.4 MIN. STC 50 ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE 2X WOOD STUDS 16" O.C. ON SEPARATE PLATES 1" APART WALL INSULATION IN BOTH STUD CAVITIES STRUCTURAL SHEATHING WHERE OCCURS ASSEMBLY COMPLIES WITH: GA FILE No. WP 3370 UL DESIGN U305 CA NOISE CONTROL FILE No.1.2.4.1.5.4 MIN. STC 50 (2) LAYERS OF 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE ASSEMBLY COMPLIES WITH: GA FILE No. WP 4136 , WP 4230 CBC TABLE 721.1 (2) ITEM No. 14-1.3 2X4 WOOD STUDS 16" O.C. OR 2X6 WOOD STUDS 24" O.C. WALL INSULATION WHERE REQUIREDLAYER OF 5/8" TYPE 'X' GYPSUM BOARD

RATED WALL
ASSEMBLY 2X WOOD OR METAL STUDS PLUMBING PIPE-SUPPORT CLAMPS TO BE MIN. 1/2" FROM GYPSUM WALL BOARD 1" UNIT BATT INSULATION, EXTEND TWO STUD CAVITIES ON EITHER SIDE OF PLUMBING TWO LAYERS OF 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE 2X WOOD STUDS 16" O.C. ON SEPARATE PLATES 1" APART WALL INSULATION IN BOTH STUD CAVITIES STRUCTURAL SHEATHING WHERE OCCURS ASSEMBLY COMPLIES WITH: GA FILE No. WP 5520 UL R4024 MIN. STC 50 CONTINUE FLOOR TOPPING UNDER TUB 2X BLOCKING PLUMBING WALL WHERE OCCURS ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE ASSEMBLY COMPLIES WITH: GA FILE No. WP 1072, STC 45-49 CBC TABLE 721.1 (2) ITEM No. 13-1.1 3-5/8" STEEL STUDS 24" O.C. WALL INSULATION WHERE REQUIRED TWO LAYERS OF 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE ASSEMBLY COMPLIES WITH: GA FILE No. WP 1522, STC 55-59 (REQ. MIN. STC 50) 3-5/8" STEEL STUDS 24" O.C. 3-1/2" GLASS FIBER INSULATION ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ASSEMBLY COMPLIES WITH: GA FILE No. WP 1052, WP 1350 MIN. STC 50 3-5/8" STEEL STUDS 24" O.C. 3-1/2" GLASS FIBER INSULATION TWO LAYERS OF 5/8" TYPE 'X' GYPSUM BOARD TWO LAYERS OF 5/8" PROPRIETARY TYPE 'X' GYPSUM BOARD EACH SIDE ASSEMBLY COMPLIES WITH: GA FILE No. WP 5060 UL DESIGN U493 MIN. STC 50 3-5/8" 18 GAGE STEEL STUDS 16" O.C. DOUBLE ROW MIN. 1" APART. LATERAL BRACING ON BOTH SIDES OF THE WALL NOT LESS THAN 5 FEET ON CENTER VERTICALY. 3-1/2" GLASS FIBER INSULATION ON BOTH SIDES IN CAVITY PROPRIETARY GYPSUM BOARD: 5/8" SHEETROCK FIRECODE TWO LAYERS OF 5/8" PROPRIETARY TYPE 'X' GYPSUM BOARD ASSEMBLY COMPLIES WITH: GA FILE No. WP 5006 UL DESIGN U493 MIN. STC 50 3-5/8" 18 GAGE STEEL STUDS 16" O.C. DOUBLE ROW MIN. 1" APART. LATERAL BRACING ON BOTH SIDES OF THE WALL NOT LESS THAN 5 FEET ON CENTER VERTICALY. 3-1/2" GLASS FIBER INSULATION ON BOTH SIDES IN CAVITY ASSEMBLY COMPLIES WITH: GA FILE No. WP 7076 UL DESIGN U497 PROPRIETARY GYPSUM BOARD: 5/8" GOLD BOND FIRE-SHIELD 1" GOLD BOND FIRE SHIELD SHAFTLINER 2-1/2" C-T, C-H OR I STEEL STUDS IN 2-1/2" FLOOR AND CEILING RUNNERS 1"X24" PROPRIETARY TYPE X GYPSUM PANEL TWO LAYERS OF 5/8" PROPRIETARY TYPE X WALLBOARD ONE LAYER OF GYPSUM WALL BOARD 3-5/8" STEEL STUDS 24" O.C. WALL INSULATION WHERE REQUIRED PER PLAN ASSEMBLY COMPLIES WITH: GA FILE No. WP 3640 UL DESIGN U336 MAINTAIN FIRE-RATING OF WALL ASSEMBLY PROPRIETARY GYPSUM BOARD: 5/8" SHEETROCK FIRECODE 1/2" 2X LEDGER OVER GYPSUM BOARD 2X CORRIDOR FLOOR FRAMING PERPENDICULAR TO THE RATED WALL CONTINUE GYPSUM BOARD BEHIND THE LEDGER TO MAINTAIN WALL FIRE RATING. DROPPED SOFFIT WHERE OCCURS FIRE-RATED INTERIOR WALL ASSEMBLIES AD-22 21 2-HR RATED METAL FRAMED WALL13 1-HR RATED METAL FRAMED WALL 9 2-HR RATED WOOD FRAMED WALL
5 1-HR RATED WOOD FRAMED WALL
1 OUTLET PENETRATION 2-HR RATED SHAFT WALL 14 1-HR RATED METAL FRAMED WALL10 FIREBLOCKING @ PARTY WALL 6 1-HR RATED WALL @ CORRIDOR2 STAIR @ PARTY WALL TUB / SHOWER @ WALL FURRED WALL @ CONC. WALL 12 15 1-HR RATED METAL PARTY WALL11 2-HR RATED PARTY WALL 7 8 1-HR RATED RECESS
4 1-HR RATED PARTY WALL
3 16 181920 222324 2-HR RATED MTL. PARTY WALL SHAFT WALL @ CORRIDOR PLUMBING WALL COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 20212/6/2022  EXTERIOR CORRIDOR UNIT LIVING SPACE UNIT LIVING SPACE UNIT LIVING SPACE SET SILL PLATE ON (3) CONTINUOUS BEADS OF SEALANT INTERIOR CORRIDOR SET SILL PLATE ON (3) CONTINUOUS BEADS OF SEALANT TYPICAL RATED INTERIOR FLOOR / CEILING

XXXX UNIT LIVING SPACE
2 AD-22 INTERIOR CORRIDOR INTERIOR CORRIDOR UNIT LIVING SPACE RATED CORRIDOR WALL, STAGGERED EXTERIOR CORRIDOR or BALCONY TOPPING SLAB WHERE OCCURS RATED CORRIDOR WALL, STAGGERED 2 AD-22 SOUND INSULATION; SEE ENERGY REPORT FOR REQUIRED BUILDING INSULATION. TYPICAL RATED EXTERIOR FLOOR / CEILING RATED FLOOR / CEILING AT DROPPED SOFFIT EXTERIOR CORRIDOR or BALCONY LIGHT IN NON-RATED CEILING / SOFFIT SOUND INSULATION; SEE ENERGY REPORT FOR REQUIRED BUILDING INSULATION. SET SILL PLATES ON (3) CONT. BEADS OF SEALANT TYPICAL RATED FLOOR / CEILING RATED ROOF / CEILING ASSEMBLY RATED WALL RECESS FIREBLOCKING IN CONCEALED WALL SPACES, CBC 717.2.2 CONCRETE SLAB AIRSPACE PER PLAN 9 AD-21 UNIT
3 AD-22
1 AD-21 UNIT UNIT UNIT UNIT SOUND INSULATION; SEE ENERGY REPORT FOR REQUIRED BUILDING INSULATION. UNIT LIVING SPACE 5/8" TYPE X GYPSUM WALLBOARD OVER METAL CEILING FRAMING. NOTE: SEE DETAIL 4/ FOR INFORMATION NOT SHOWN NOTE: SEE DETAIL 4/ FOR INFORMATION NOT SHOWN 6 AD-217 AD-218 AD-21
7 AD-21 TYPICAL RATED FLOOR / CEILING
1 AD-21 UNIT INTERIOR STAIR RATED ROOF / CEILING ASSEMBLY 2 HR RATED WALL ASSEMBLY 9 AD-21 UNIT
7 AD-22 SET SILL PLATES ON (3) CONT. BEADS OF SEALANT CONCRETE SLAB FIREBLOCKING IN CONCEALED WALL SPACES, CBC 717.2.2 FIREBLOCKING IN CONCEALED WALL SPACES, CBC 717.2.2 PARALEL. JOISTS PERP. JOISTS PERP. JOISTS PARALEL. JOISTS PERP. JOISTS PARALEL. JOISTS PERP. JOISTS PARALEL. JOISTS TYPICAL RATED FLOOR / CEILING 1 AD-21 UNIT TYPICAL RATED FLOOR / CEILING
1 AD-21 UNIT STAIR SHAFT FRAMING OPTION - 2 FRAMING OPTION - 3 LEDGER PER STRUCTURAL TOP-FLANGE HANGER FOR DRYVALL CONTINUATION STAIR SHAFT 2 HR RATED WALL ASSEMBLY UNIT 7 AD-22 1 HR RATED WALL ASSEMBLY INTERIOR STAIR RATED ROOF / CEILING ASSEMBLY 9 AD-21 RATED ROOF / CEILING ASSEMBLY 10 AD-21 1-HOUR FIRE PARTITION DETAILS 1-HR RATED INTERIOR CORRIDOR TO UNIT 20 1-HR RATED EXTERIOR CORRIDOR TO UNIT 12 2-HR RATED FIRE BARRIER STAIR SHAFT TO UNIT 8 1-HR RATED FIRE PARTITION UNIT TO UNIT
4 AD-22.1 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 20312/6/2022  20 2-HR FIRE BARRIER 2-HOUR FIRE BARRIER 3RD FLOOR 4TH FLOOR 2-HR SHAFT 2-HR METAL STUD WALL 4 - UNIT LIVING SPACE INTERIOR CORRIDOR 2-HOUR FIRE BARRIER 1 - 2
- 1. 2. 3. WALL ASSEMBLY: 2-HR. WALL ASSEMBLY FIRE RATING: MIN. 2-HR NOTES INDICATED OCCURS @ ALL LIKE CONDITIONS @ ALL FLOOR LEVELS U.O.N. NOTES: 1. 2. 3. WALL ASSEMBLY: EXTERIOR 2-HR WALL FIRE RATING: MIN. 2-HR NOTES INDICATED OCCURS @ ALL LIKE CONDITIONS @ ALL FLOOR LEVELS U.O.N. NOTES: FIRE BARRIER @ UNIT FIRE BARRIER @ CORRIDOR TYP. FLR / CLG ASSEMBLY 1 AD-21 RATED FLR / CLG ASSEMBLY @ CORRIDOR
1 AD-21 2-HR CMU WALL (2) 2x SOLID RIM JOIS (2) 2x BLOCKING RUN (2) LAYER OF GYP BOARD TO THE UNDERSIDE OF ROOF SHEATHING 2-HR RATED FIRE BARRIER 1 ELECTRICAL, PLUMBING AND MECHANCIAL ELEMENTS NOT PERMITTED IN AIR SPACE STRUCTURAL PANEL WHERE OCCURS 15 APPROVED 2 HOUR U.L. FIRE RESISTIVE JOINT SYSTEM REQUIRED AT BOTH SIDES OF WALL 2-HR FIRE BARRIER ASSEMBLY - WOOD STUDS 2 FIRE RATING: 1-HR. SOUND RATING: NOT TESTED LISTING: U905 (CMU PORTION) CBC TABLE 720.1(2) ITEM 13-1.1 (METAL STUD PORTION) MORTAR JOINT 3-5/8", 25 GAGE MET. STUDS @ 16" O.C. LINE OF CONCRETE FLOOR SLAB . 40"- (5) COURSES
OF CMU F.O. GYP. BD SHALL BE FLUSH WITH F.O. CMU ON DOOR SWING SIDE WALL IS TO BE POSITIONED TOWARD DOOR SWING SIDE OF WALL DOOR FRAME POSITION IN WALL- BEYOND FIRE RATED SEALANT- BOTH SIDES SLOTTED HEAD TRACK- FOR DEFLECTION FIRE RATED SEALANT- BOTH SIDES ITEM 13-1.1 - 0.018" (25 CARBON SHEET STEEL GAGE) CHANNEL SHAPED STUDS @ 24" O.C. WITH ONE FULL-LENGTH LAYER OF 5/8" TYPE "X" GYPSUM WALL BOARD APPLIED VERTICALLY ON EACH SIDE FIRST LAYER IS ATTACHED WITH 1" LONG NO. 6 DRYWALL SCREWS 8" ON CENTER AROUND THE PERIMETER AND 12" ON CENTER ON THE INTERMEDIATE STUD. THE WALL BOARD MAY BE ATTACHED HORIZONTALLY WHEN ATTACHED TO 3-5/8" STUDS AND HORIZONATL JOINTS ARE STAGGERED WITH THOSE ON OPPOSITE SIDES OF THE WALL. SCREWS FOR THE HORIZONTAL APPLICATION SHALL BE 8 " ON CENTER AT VERTICAL EDGES AND 12" ON CENTER ON THE INTERMEDIATE STUDS. TWO (2) LAYERS FIRE-RATED GYP. BD. EACH SIDE- PROVIDE DENS GLASS GOLD FOR FACE LAYER FACING GARAGE 8" WIDE X 8" X 16" CMU RATED CMU/ MET. STUD WALL 4 9
- SIM.
5 FIRE BARRIER AT ROOF FOR ELEVATOR RUN (2) LAYER OF GYP BOARD TO THE UNDERSIDE OF ROOF SHEATHING PERPENDICULAR TRUSSES PERPENDICULAR PARALLEL TRUSSES TRUSSES PARALLEL TRUSSES 2-HR METAL STUD WALL 4 - 3-HR RATED FLR / CLG ASSEMBLY @ PODIUM 24 AD-27 3-HR RATED FLR / CLG ASSEMBLY @ PODIUM 24 AD-27 ROUGH OPENING F.O. STUD PER PLAN IN FLOOR SLAB OPENING DIM. F.O. STUD PER PLAN CMU OR CONC WALL 9A @ CONC W/ DUCTS 9B @ WOOD FRAMING 9C @ CONC STAIRS / ELEVATORS 2 OR 3-HR RATED CONCRETE DECK SLAB OR WALL OR CMU WALL PER STRUCTURAL PLANS 3-HR. RATED SEALANT ASSEMBLY "SPECSEAL" ELASTOMERIC SEALANT SYSTEM #HW-D-1006 OR EQ. 3 OR 4-HR WALL C.I.P. OR C.M.U. PER PLAN SLIP/NON-BEARING JOINT WHERE OCCURS PER STRUCTURAL PLANS . NOT TO EXCEED 2" MAX @ TIME OF INSTALLATION SPECIFIED TECHNOLOGIES UL. SYSTEM # HW-D-1006 1/2" THK. SPEC SEAL ES TOOL SMOOTH MIN. 4" WIDTH OF PCF MINERAL WOOL NOTE: OBTAIN PRODUCT INSTALLATION REQUIREMENTS AND INSTALL PER LISTING SPEC SEAL SERIES ES ELASTOMERIC FIRE SEALANT U.L. LISTED FOR 2HR JOINT TYP. 9 SLAB OPENING DIMENSION DIMENSION PER PLAN COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL 2-HOUR FIRE BARRIER DETAILS AD-23  City Council 23 – 20412/6/2022 
RATED FIRE PARTITION ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD

RATED WALL, EXTERIOR

RATED WALL, STAGGERED

INTERIOR SIDE

RATED WALL, INTERIOR

EXTERIOR SIDE
INTERIOR SIDE ASSEMBLY COMPLIES WITH: CBC TABLE 721.1(2) ITEM NUMBER 15-1.3 ICC REPORT No. ER-1952 2X WOOD STUDS 16" O.C. EXTERIOR CEMENT PLASTER O/ METAL LATH O/ WATER RESISTIVE BARRIER EXTERIOR SHEATHING WHERE OCCURS WALL INSULATION PER T-24 REQIREMENTS TWO LAYERS OF 5/8" TYPE 'X' GYPSUM BOARD ASSEMBLY COMPLIES WITH: GA FILE No. WP 8420 CBC TABLE 721.1(2) ITEM No. 15-1.6 2X 6 FIRE RETARDANT TREATED WOOD STUDS 16" O.C. ONE LAYER 5/8" TYPE 'X' GYPSUM SHEATHING WALL INSULATION PER ENERGY COMPLIANCE REQUIREMENTS STRUCTURAL SHEATHING WHERE OCCURS ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ASSEMBLY COMPLIES WITH: GA FILE No. WP 8105 UL Design U-309 2x4 WOOD STUDS 16" O.C. WALL INSULATION PER T-24 REQIREMENTS TWO LAYERS OF 5/8" TYPE 'X' GYPSUM BOARD 2X WOOD STUDS 16" O.C. TWO LAYERS 5/8" TYPE 'X' EXTERIOR SHEATHING WALL INSULATION PER T-24 REQIREMENTS STRUCTURAL SHEATHING WHERE OCCURS ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ASSEMBLY COMPLIES WITH: GA FILE No. WP 8415, 4135 CBC TABLE 721.1(2) ITEM No. 15-1.16 WHERE FIRE RETARDANT TREATED FRAMING AND SHEATHING IS REQUIRED, ANY METAL STAPLES, STRAPS, NAILS, ETC. THAT COME IN CONTACT WITH FIRE RETARDANT TREATED LUMBER IS TO BE CORROSIVE RESISTANT. ONE LAYER OF 5/8" TYPE 'X' PROPRIETARY GYPSUM BOARD No. 16 GAUGE 4" STEEL STUDS 16" O.C. MAX. EXTERIOR CLADDING O/ WATER RESISTIVE BARRIER WALL INSULATION PER T-24 REQIREMENTS ASSEMBLY COMPLIES WITH: GA FILE No. WP 8006 UL DESIGN U425 ONE LAYER OF 5/8" TYPE 'X' EXTERIOR PROPRIETARY GYPSUM SHEATHING TWO LAYERS OF 5/8" TYPE 'X' GYPSUM BOARD INTERIOR SIDE EXTERIOR SIDE No. 16 GAUGE STEEL STUDS 24" O.C. MAX. EXTERIOR CLADDING O/ WATER RESISTIVE BARRIER ASSEMBLY COMPLIES WITH: GA FILE No. WP 1522 STC 55 UL DESIGN U425 OWENS CORNING NOISE CONTROL GUIDE STC - 58 TWO LAYERS OF 5/8" TYPE 'X' EXTERIOR GYPSUM SHEATHING INTERIOR SIDE EXTERIOR SIDE NOTE: SUBSTITUTE 7 8" EXTERIOR PLASTER IN LIEU OF ONE LAYER OF
5 8" TYPE 'X' GYPSUM BOARD ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD No. 16 GAUGE 6" STEEL STUDS 16" O.C. MAX. 3-1/2" GLASS FIBER INSULATION ASSEMBLY COMPLIES WITH: CBC TABLE 721.1(2) ITEM NUMBER 15-1.4 GA FILE No. WP 1052, STC 50-54 ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD 3-1/2" GLASS FIBER INSULATION TWO LAYERS OF 5/8" TYPE 'X' GYPSUM BOARD No. 16 GAUGE STEEL STUDS 16" O.C. MAX. ONE LAYER OF 5/8" TYPE 'X' EXTERIOR GYPSUM SHEATHING 3-1/2" GLASS FIBER INSULATION ASSEMBLY COMPLIES WITH: GA FILE No. WP 1522 STC 55 UL DESIGN U425 OWENS CORNING NOISE CONTROL GUIDE STC - 58 2X WOOD STUDS EXTERIOR CEMENT PLASTER O/ METAL LATH O/ WRB EXTERIOR SHEATHING WHERE OCCURS EXTERIOR CLADDING O/ WATER RESISTIVE BARRIER EXTERIOR CLADDING O/ WATER RESISTIVE BARRIER EXTERIOR CEMENT PLASTER O/ METAL LATH O/ WATER RESISTIVE BARRIER EXTERIOR CEMENT PLASTER O/ METAL LATH O/ WATER RESISTIVE BARRIER EXTERIOR CEMENT PLASTER O/ METAL LATH O/ WATER RESISTIVE BARRIER ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ON BOTH SIDES OF WALL ASSEMBLY COMPLIES WITH: CBC TABLE 721.1(2) ITEM NUMBER 15-1.3 ICC REPORT No. ER-1952 2X WOOD STUDS 16" O.C. EXTERIOR CEMENT PLASTER O/ METAL LATH O/ WATER RESISTIVE BARRIER EXTERIOR SHEATHING WHERE OCCURS WALL INSULATION PER T-24 REQIREMENTS

RATED ASSEMBLY
PER PLAN FILL WALL CAVITY WITH INSULATION INTERIOR SIDE EXTERIOR SIDE INTERIOR SIDE EXTERIOR SIDE INTERIOR SIDE EXTERIOR SIDE INTERIOR SIDE EXTERIOR SIDE INTERIOR SIDE EXTERIOR SIDE INTERIOR SIDE EXTERIOR SIDE EXTERIOR SIDE INTERIOR SIDE EXTERIOR SIDE EXTERIOR SIDE PROPRIETARY GYPSUM BOARD: 5/8" GOLD BOND BRAND FIRE-SHIELD OCCURS AT RECESS IN BETWEEN WINDOWS. SEE EXTERIOR ELEVATION. OCCURS AT RECESS IN BETWEEN WINDOWS. SEE EXTERIOR ELEVATION. 1. ACOUSTICAL SEALANT IS REQUIRED AT ALL INTERSECTIONS, INCLUDING WALLS AND PENETRATIONS. 2. FACE LAYER OF GYPSUM BOARD TO BE HELD BACK 14" AT ALL INTERSECTING SURFACES AND CAULKED AIRTIGHT WITH ACOUSTICAL SEALANT. T O CONC TPL T O SHEATHING INTERIOR EXTERIOR STRUCTURAL WD. SHEATHING -SEE STRUCTURAL DRAWINGS FOR EXTENT- NOTE: CARRY SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER FOR FLUSH FINISH PARALLEL FRAMING- ROOF FRAMING IS ORIENTED PARALLEL TO EXTERIOR WALL- THEREFORE NON-BEARING CONDITION. REFER TO STRL. DWGS. FIRE BLOCK @ EXPOSED WEEP SCREED AREA ALSO SERVES AS LATH BLOCKING REQUIRED IN CBC 16 PARALLEL FRAMING- FLOOR FRAMING IS ORIENTED PARALLEL TO EXTERIOR WALL- THEREFORE NON-BEARING CONDITION. REFER TO STRL. DWGS. SET SILL PLATES ON (3) CONT. BEADS OF SEALANT T.O. PARAPET PARAPET NOT REQ'D. PER
CBC SECTION 705.11
EXCEPTION #6 NOTE: NOT ALL FLOOR LEVELS SHOWN- MULTIPLE FLOORS OCCUR NOTE: THIS IS THE TOP OF EXTERIOR WALL- THEREFORE EXTERIOR WALL RATING TERMINATES @ TOP OF PLATE PERPENDICULAR FRAMING- FLOOR FRAMING IS ORIENTED PERPENDICULAR TO EXTERIOR WALL-- THEREFORE BEARING CONDITION. REFER TO STRL. DWGS. (1) SOLID RIM JOIST 20 RATED ROOF / CEILING ASSEMBLY 1 AD-21 19 AD-21 TYP TPL T O SHEATHING TPL T O SHEATHING TPL ROOF / CEILING ASSEMBLY9 AD-21 TYP TYPICAL AT EVERY FLOOR LINE 1-HOUR EXTERIOR WALL ASSEMBLY 1 AD-23 FIREBLOCKING
1 AD-24 2-HOUR EXTERIOR WALL ASSEMBLY
2 AD-23 NOTE: SEE DETAIL 4/ FOR INFORMATION NOT SHOWN NOTE: THIS IS THE TOP OF EXTERIOR WALL- THEREFORE EXTERIOR WALL RATING TERMINATES @ TOP OF PLATE TPL T O SHEATHING T O SHEATHING TPL T O SHEATHING T.O. PARAPET PARAPET NOT REQ'D. PER
CBC SECTION 705.11
EXCEPTION #6 TPL FIREBLOCKING
1 AD-24 INTERIOR EXTERIOR PERPENDICULAR FRAMING- ROOF FRAMING IS ORIENTED PERPENDICULAR TO EXTERIOR WALL-- THEREFORE BEARING CONDITION. REFER TO STRL. DWGS. T O CONC (1) 2X SOLID RIM (2) 2X BLOCKING TYP 20 AD-21 11 AD-51.0 TYPICAL AT WOOD TO CONCRETE TRANSITION 5 AD-51.0 2-HR EXTERIOR WALL 2 AD-23 1-HR EXTERIOR WALL 1 AD-23 FIRE-RATED EXTERIOR WALL DETAILS AD-24 NON-RATED WOOD FRAMED WALL 9 1-HR RATED WOOD FRAMED WALL
5 1-HR RATED WOOD FRAMED WALL
1 1-HR RATED FURRED WALL 10 2-HR RATED WOOD FRAMED WALL 6 2-HR RATED WOOD FRAMED WALL
2 RATED WALL INTERSECTIONS 12 1-HR RATED MTL. FRAMED WALL7 8 2-HR RATED MTL. FRAMED WALL4 1-HR RATED MTL. FRAMED WALL3 2-HOUR EXTERIOR BEARING WALL 1-HOUR EXTERIOR NON-BEARING WALL 2-HR RATED MTL. FRAMED WALL COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 20512/6/2022  6" STRUCTURAL PANEL WHERE OCCURS 3 HOUR FIRE RATED WALL 2-1/2" METAL C-H STUDS, 25 GAGE WITH 1"X24" PROPRIETARY GYPSUM LINER BOARD INSTALLED INTO C-H STUDS THREE (3) LAYERS 5 8" THICK PROPRIETARY TYPE X GYPSUM BOARD ON OPPOSITE SIDE PROPRIETARY GYPSUM BOARD: 5 8" SHEETROCK FIRECODE C GYPSUM PANELS 1" SHEETROCK GYPSUM LINER PANELS NON-RATED WALL ONE LAYER 5 8" TYPE "X" GYPSUM BOARD ON 2X4 WOOD STUDS ON SILL PLATE BATT INSULATION IN WALL CAVITY 3 HR. FIRE WALL ASSEMBLY PER DETAIL SHEAR PANEL AS OCCURS SEE STRL. BATT INSULATION 2X WOOD STUDS ONE HOUR EXT. WALL ASSEMBLY PER DETAIL 2/AD-22 APPROVED 1 HOUR U.L. FIRE RESISTIVE JOINT SYSTEM REQUIRED AT BOTH SIDES OF WALL HOLD CEILING GYPSUM BOARD BACK 1/4", CAULK AIRTIGHT WITH 1-HOUR FIRE RATED ACOUSTICAL SEALANT PRIOR TO TAPE AND MUD PERIMETER ISOLATION MATERIAL (CLOSED CELL FOAM, 1/4" MIN.) FINISH FLOOR 1/4" MAX. GAP FILL WITH ACOUSTICAL SEALANT BASEBOARD AS SCHEDULED MAINTAIN CLEARANCE BETWEEN BASEBOARD AND FINISH FLOOR CAULK GAP WITH ACOUSTICAL SEALANT RATED FIRE WALL RATED FLOOR/CEILING BATT INSULATION SHEAR PANEL WHERE OCCURS 3 HOUR FIRE WALL ASSEMBLY PER DETAIL INTERIOR WALL HOLD GYP. BD. 1 4" AWAY FROM ADJACENT GYP. BD. AND WOOD FRAMING. RATED FLOOR / CEILING MOISTURE RESISTANT NON-PAPER BACKED GYPSUM BOARD FIBERGLASS TUB RESILIENT CAULK FILL VOID WITH INSULATION SET SILL PLATES ON (3) CONT. BEADS OF SEALANT TYPICAL RATED FLOOR / CEILING RATED ROOF / CEILING ASSEMBLY NO RIGID CONNECTION BETWEEN STUD WALLS ATTIC INSULATION PER ENERGY REPORT . FIREBLOCKING IN WALL CAVITY PER CBC SECTION 718. UNIT UNIT UNIT NO OPENING IN THE ROOF WITHIN 4 FEET OF THE FIREWALL UNIT UNIT FRAMING PERPENDICULAR NON RATED FURRED WALL, TYPICAL 3 HOUR FIRE RATED SHAFT WALL SYSTEM, TYPICAL C FIRE WALL L 3 HR. FIRE WALL ASSEMBLY PER DETAIL 1 -

PER PLAN FIREWALL WIDTH STAIR / MECHANICAL SHAFT
ALIGN SEE DETAIL # 1 FOR INFORMATION NOT SHOWN FIRE-RETARDANT-TREATED ROOF SHEATHING FOR 4 FEET OF THE FIREWALL ON BOTH SIDES OF THE WALL NO OPENING IN THE ROOF WITHIN 4 FEET OF THE FIREWALL FIRE-RETARDANT-TREATED ROOF SHEATHING FOR 4 FEET OF THE FIREWALL ON BOTH SIDES OF THE WALL UNIT UNIT UNIT SEE DETAIL # 2 FOR INFORMATION NOT SHOWN ALUMINUM BREAKAWAY CLIPS ON BOTH SIDES OF THE WALL ALUMINUM BREAKAWAY CLIPS EDGE OF SLAB PROVIDE FIREBLOCKING IN WALL CAVITIES ASSEMBLY COMPLIES WITH: GA FILE No. WP 7453 UL DESIGN U415 - SYSTEM G FRAMING PARALLEL FILL OVERFRAMING CAVITY WITH INSULATION FIRE-RATED SEALANT AT PENETRATION TYP. 4 FEET MINIMUM EXTENT OF FIRE-RETARDANT TREATED PLYWOOD @ FLR/CLG ASSEMBLIES ON EACH SIDE OF FIREWALL. TYP. BREAKAWAY CLIPS TYP. 3-HOUR RATED DOOR, INSTALL PER MANUFACTURERS INSTRUCTIONS. INSTALL MAGNETIC DOOR HOLD OPEN DEVICE ON SHIM AS NECESSARY FOR DOOR FACE TO FLUSH W/ WALL FINISH AS SHOWN. TYP. METAL STUD FRAMING. INSTALL O/ GYPSUM WALLBOARD. RATED INTERIOR CORRIDOR WALL PER DETAIL DOOR SWING SEALANT AT DRYWALL AND JAMB.

ALIGN DOOR HEAD 3-HOUR RATED FIRE WALL PER DETAIL 9
- RATED INTERIOR CORRIDOR WALL PER DETAIL
1 - LINE OF SOFFIT ABOVE LINE OF SOFFIT ABOVE 25 GA. GALV. STL. TRACK 3-HOUR STEEL DOUBLE EGRESS JAMB FULL HEIGHT SEMI-CONCEALED HINGE 3-HOUR METAL DOOR 3-HOUR RATED FIRE WALL PER DETAIL DOOR IN OPEN POSITION, BEYOND LAYER OF GYP. BOARD CONTINUOUS TO UNDERSIDE OF FLOOR SHEATHING 3-HOUR RATED DOOR & FRAME, INSTALL PER MANUFACTURERS INSTRUCTIONS. 25 GA. GALV. STL. TRACK, TOP & BOTTOM 3-HOUR RATED FIRE WALL TYPICAL RATED CORRIDOR FLOOR / CEILING PER DETAIL 2X BLOCKING EXTERIOR RATED INTERIOR CORRIDOR WALL PER DETAIL DOOR SWING 3-HOUR RATED FIRE WALL PER DETAIL LINE OF SOFFIT ABOVE FIRE-RETARDANT TREATED SHEATHING FIRE-RETARDANT TREATED SHEATHING FIRE-RETARDANT TREATED SHEATHING 3-HR RATED FIRE WALL DETAILS AD-25 3-HR RATED FIRE WALL 1 3-HR RATED DOOR AT FIRE WALL 3-HR RATED F.W. @ FLR/CLNG 6 3-HR F.W. @ EXT. WALL
2 3-HR RATED DOOR HEAD 3-HR RATED DOOR JAMB 1211 3-HR F.W. @ EXT. WALL 7 8 3-HR FIRE WALL @ TUB
4 3-HR F.W. @ INT. WALL
3 16 1819 24 20 3-HR RATED FIRE WALL SECTION 3-HR RATED DOOR JAMB 3-HR F.W. @ SHAFT COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 20612/6/2022  3-HR SHAFT LINER 3RD FLOOR 4TH FLOOR 5TH FLOOR 3-HR SHAFT GREASE DUCT 4" LONG X 22 GAUGE CLIP @ 16" O.C. NON-RATED WALL- (1) LAYER 5/8" TYPE 'X" GYP. BD. ON WOOD STUDS. BATT INSULATION IN WALL CAVITY 5 - 2-STORY RETAIL SPACE FUTURE 3M 2-HOUR FIRE WRAP TO PROTECT FUTURE KITCHEN HOOD FUTURE GREASE DUCT WITH 3M 1-HOUR FIRE WRAP 2-HOUR ENCLOSURE IN SHELL CONSTRUCTION PER DETAIL 5 THE USE OF SMOKE / FIRE DAMPER IS NOT ALLOWED FOR A RESTAURANT GREASE SHAFT DUE TO GREASE BUILD-UP. IN ORDER TO MITIGATE THIS, A 1-HOUR DROPPED CEILING WILL TERMINATE THE SHAFT AT THE UNDER SIDE OF PODIUM. WHEN THE DUCT IS INSTALLED BY THE TENANT IMPROVMENT, THE ENTIRE LENGTH OF DUCT ALL THE WAY TO THE ROOF SHALL BE WRAPPED WITH 3M FIRE WRAP FUTURE OPENING IN 2-HOUR RATED SHAFT ENCLOSURE 3-HOUR FIRE BARRIER AT GREASE SHAFT DETAILS - 20
- 16
8 4 AD-26 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL 24
-
- 23
- 19
- 15
- 22
- 18
- 14
- 21
- 17
- 13 3-HOUR FIRE BARRIER SHAFT AT GREASE DUCT 3-HOUR SHAFT LINER -
3 -
2 -
1  City Council 23 – 20712/6/2022  F.O. WALL AT
GARAGE AIR SPACE PER PLAN JOINT ASSEMBLY PER PLAN CONCRETE SLAB ON GRADE PER STRL NOTE: 1. NOT ALL FLOOR LEVELS SHOWN. REFER TO BUILDING AND WALL SECTIONS FOR ADDITIONAL INFORMATION. MULTIPLE FLOOR LEVELS OCCUR. 2. NOTES INDICATED OCCUR AT ALL LIKE LOCATIONS ON ALL FLOORS. TYPICAL CORRIDOR FLOOR / CEILING TILT-UP WALL ASSEMBLY PER PLAN. FRAMED WALL IS PRE-BOARDED AND TILTED INTO PLACE. SET ABUTTING GYPSUM WALLBOARD EDGES ON BLIND SIDE IN CONTINUOUS BED OF APPROVED FIRE RESISTANT JOINT SYSTEM CAULKING NOTE: FRAMED WALL ADJACENT TO GARAGE WALL DOES NOT PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE PER CBC SECTION 1403.2, THEREFORE, WALL IS AN INTERIOR BEARING WALL SEISMIC JOINT AIRSPACE PER PLAN GARAGE WALL - CMU OR CAST-IN-PLACE CONCRETE PER PLAN TYPICAL ROOF / CEILING CRICKET FRAMING CORRIDOR CORRIDOR CORRIDOR 14 AD-23 1 AD-213 AD-224 AD-22 SOFFIT ROOFING PER ROOF PLAN (TYP.) F.O. STUD TILT-UP WALL AT GARAGE TILT-UP WALL AT CORRIDOR ADJACENT TO GARAGE 4 AD-27 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 20812/6/2022  1012 18 16 2 HR STEEL BEAM PROTECTION
4 17 23 STEEL TUBE COLUMN, PER STRUCTURAL GRABBER CLIPS BY JOHN WAGNER & ASSOCIATES, INC., W/ NO. 28 MSG GALV. STEEL SUPPORT ANGLE W/ 1-1/4" LEGS PLACED OVER CLIPS AND CONTINUOUS THE LENGTH OF COLUMN. NO. 28 MSG GALV. STEEL CORNER BEAD W/ 1- 1 4" LEGS 5/8" TYPE X GYP. BOARD 1-HOUR ASSEMBLY PER UL DESIGN NO. X528 REFER TO STRUCTURAL FOR INFORMATION NOT SHOWN HERE NOTE: CONTRACTOR TO VERIFY FASTENING TECHNIQUES WITH UL ASSEMBLY DHUTF TOP-MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) TO STEEL TO SHEATHING 1-HOUR ASSEMBLY PER UL DESIGN NO. L524 BEAM PER STRUCTURAL 2 LAYERS 1/2" PROPRIETARY TYPE X GYP. BOARD 24 GA. 7/8" X 1-3/8" STEEL ANGLE SCREW ATTACHED TO STEEL JOISTS AT BEAM TOP FLANGE AND 25 GA. 2-1/2" STEEL RUNNERS HOOKED OVER BEAM LOWER FLANGE AND SUPPORTING 1-5/8", 18MIL (25 GA.) STEEL STUDS 24" O.C. 1 HR STEEL WIDE FLANGE COLUMN 1 HR STEEL BEAM PROTECTION WOOD FRAMING PER STRUCTURAL NOTE: CONTRACTOR TO VERIFY FASTENING TECHNIQUES WITH UL ASSEMBLY WALL/POST WHERE OCCURS INDIVIDUALLY WRAPPED BEAM W/ (2) LAYERS 5/8" THK. TYPE "X" GYP. BD. & FIRE TAPED 1-HR. DHUTF TOP-MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) 2x4 STUDS @ 16" O.C. WHERE OCCURS BEAM - SEE STRUCT. DWG'S. (2) LAYERS 5/8" TYPE "X" GYP. BD. CEILING O/ RESILIENT CHANNELS @ 16" O.C. @ GARAGE INDIVIDUALLY WRAPPED BEAM W/ (2) LAYERS 5/8" TYPE "X" GYP. BD. & FIRE TAPED 1-HR. DHUTF TOP-MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) INSULATION MAY OCCUR FIRE SEALANT 2X JOIST, PER STRUCT. DWG'S. 2x JOIST, PER STRUCT. DWG'S. NOTE: INDIVIDUALLY PROTECT BM. @ LOCATIONS WHERE BM. IS SUPPORTING MORE THAN (2) FLOORS OR (1) FLR. & A ROOF, PER CBC 704. BEAM PER STRUCTURAL GRABBER CLIPS, BY JOHN WAGNER & ASSOCIATES, INC., @ 24" O.C. 2 LAYERS 5/8" TYPE C GYP. BOARD : 1ST LAYER FASTENED W/ 1-1/4" LONG, 0.15 O SCREWS SPACED 16" OC. 2ND LAYER ATTACHED W/ 1-3/4" LONG, 0.15 O SCREWS SPACED 8" OC. NO. 20 MSG GALV. STEEL ANGLE W/ 1-1/4" LEGS 2-HOUR ASSEMBLY - UL DESIGN NO. N501 REFER TO STRUCTURAL FOR INFORMATION NOT SHOWN HERE 1 AD-22 1-HOUR FIRE RESISTIVE RATED WALL PER DETAIL COLUMN PROTECTION OPTION "A" 2-1/2 HOURS 2-1/2 HOURS ADD ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF DETAILED WALL TYPE PER PLAN MAXIMUM 3-1/2" (WOOD OR STEEL) COLUMN WHERE OCCURS PER 40 25 20
40 25
150
MINUTES TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.) TIME ASSIGNED TO CONTRIBUTION OF WOOD FRAME (C.B.C. TABLE 722.6.2(2) CUMULATIVE CALCULATED FIRE RESISTANCE RATING OF WALL TWO (2) LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMN EXPOSED TO WALL CAVITY 65 65CUMULATIVE TIME ASSIGNMENT OF COLUMN ENCASEMENT PROTECTION AT WALL FACE SIDES OF COLUMN PER C.B.C. SECTION 722.6 40 40 40 40 TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.) 80 80 CUMULATIVE TIME ASSIGNMENT OF COLUMN ENCASEMENT PROTECTION AT COLUMN FACES EXPOSED TO WALL CAVITY 3 HOURS 20 TIME ASSIGNED TO CONTRIBUTION OF WOOD FRAME (C.B.C. TABLE 722.6.2(2) EXTENTS OF SEPARATE WALL ASSEMBLIES WITH CUMULATIVE CALCULATED FIRE RESISTANCE RATING OF WALL PER C.B.C. SECTION 722.6 NOTES: 1. WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, PROVIDE ENCASEMENT BY ADDING FACE ONE (1) LAYER OF 1/2" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE OF WALL. ADD TWO (2) LAYERS OF 5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE OF COLUMN FACE EXPOSED TO CAVITY OF WALL. 2. CONFIRM MINIMUM CLEARANCE REQUIRED FOR ACCESSIBILITY, FIXTURE, EQUIPMENT AND FINISHES ARE MAINTAINED IF THICKNESS OF ADDITIONAL GYPSUM WALLBOARD IS ADDED TO WALL. SEE PLANS. 90 20 90
200
MINUTES 1 HOUR 1 HOUR 25 25 25 25 75 75 2.83 HOURS 20
25 25
40 25
25 40 25 25
1 AD-22 1-HOUR FIRE RESISTIVE RATED WALL PER DETAIL COLUMN PROTECTION OPTION "B" NOTES: 2. WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, SUBSTITUTE 3. CONFIRM MINIMUM CLEARANCE REQUIRED FOR ACCESSIBILITY, FIXTURE, EQUIPMENT AND FINISHES ARE MAINTAINED DUE TO INCREASE IN THICKNESS OF 2x6 STUD WALL. SEE PLANS. 2x6 STUDS IN LIEU OF 2x4 STUDS TO PROVIDE ADEQUATE DIMENSION FOR TWO (2) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD ENCASEMENT AROUND 4x4 COLUMN, BETWEEN COLUMN AND CAVITY FACE OF 1-HOUR FIRE RESISTIVE RATED WALL GYPSUM WALLBOARD MEMBRANE. 1. SEE OPTION "A" ABOVE FOR TYPICAL NOTES, DIMENSIONS, SIMILAR CONDITIONS AND ADDITIONAL INFORMATION. THREE (3) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMN EXPOSED TO WALL CAVITY TWO (2) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMN (WOOD OR STEEL) BETWEEN COLUMN AND CAVITY FACE OF 1-HOUR GYPSUM WALLBOARD MEMBRANE OF 1-HOUR FIRE RESISTIVE RATED WALL PER DETAIL1 AD-22 1-HOUR FIRE RESISTIVE RATED WALL PER DETAIL COLUMN PROTECTION OPTION "C" 110 MIN.
25 25 20
INCLUDE 20 MIN.

SIDE OF COLUMN
FOR INTUMESCENT COATING 1 HOUR 1 HOUR 1.83 HOURS 25 20 25 INCLUDE 20 MIN. SIDE OF COLUMN FOR INTUMESCENT COATING NOTES: 2. WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, COAT 4x4 COLUMN WITH INTUMESCENT COATING TO PROVIDE A MINIMUM 20 MINUTES FIRE RESISTIVE RATED PROTECTION. PROVIDE ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF 4x4 COLUMN FACE EXPOSED TO CAVITY OF WALL. 1. SEE OPTION "A" ABOVE FOR TYPICAL NOTES, DIMENSIONS, SIMILAR CONDITIONS AND ADDITIONAL INFORMATION. COAT ALL AND ENTIRE FACES OF COLUMN WITH INTUMESCENT COATING PER COATING MFGR'S REQUIREMENTS 3. INTUMESCENT COATING: 40 MILS (MIN.) ALBI CLAD "FP" TEST DATA: WESTERN FIRE CENTER, INC. WFCi PN# 04042A FIRE RESISTANCE RATING: 60 MINUTES (FOR PURPOSES OF THIS DETAIL, ONLY 20 MINUTES OF FIRE RESISTANCE VALUE IS CONSIDERED) DROP BEAM ENCASEMENT FLUSH BEAM ENCASEMENT 40 25 25 40 25 40 40 25 25 40
25 40 25 40
1 AD-21 1-HOUR FIRE RESISTIVE RATED FLOOR/CEILING PER DETAILWALL PER PLAN (WHERE OCCURS) JOISTS AT PARALLEL ORIENTATION JOISTS AT PERPENDICULAR ORIENTATION WHERE BEAM IS FLUSH TO BOTTOM OF FLOOR OR ROOF SHEATHING, THE SHEATHING CREATES THE UPPER MEMBRANE OF PROTECTION ENCASEMENT, AND IS ALLOWED A REDUCED FIRE RESISTANCE RATING OF 15 MINUTES PER C.B.C. SECTION 722.6.2(5) PROTECTION ENCASEMENT ON ALL EXPOSED SIDES DHUTF TOP-MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) BEAM (WOOD OR STEEL) PER STRUCTURAL DRAWINGS 65 65 65 BASE LAYER: ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARD FACE LAYER: ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARD WALL PER PLAN (WHERE OCCURS) JOISTS AT PARALLEL ORIENTATION END BLOCKING OF JOISTS AT PERPENDICULAR ORIENTATION PROTECTION ENCASEMENT ON ALL EXPOSED SIDES, INCLUDING CONNECTIONS TO OTHER STRUCTURAL MEMBERS. ACCEPTABLE TO INTERRUPT PROTECTION BEAM (WOOD OR STEEL) PER STRUCTURAL DRAWINGS BASE LAYER: ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARD FACE LAYER: ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ENCASEMENT AT INTERSECTING WOOD FRAME MEMBERS ABOVE BEAM. WOOD MEMBERS TO PROVIDE MIN. 15 MINUTE FIRE RESISTANCE PER C.B.C. SECTION 65722.6.2(5) AND TABLE 722.6.2(1)
65 TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.) CUMULATIVE TIME ASSIGNMENT OF BEAM ENCASEMENT PROTECTION GENERAL NOTES: 1. PER C.B.C. SECTION 704, STRUCTURAL MEMBERS AND ASSEMBLIES ARE REQUIRED TO HAVE A FIRE RESISTANCE RATING NOT LESS THAN THE RATINGS SUPPORTED BY THE STRUCTURAL MEMBERS. 2. THE DETAILS AND CONDITIONS ILLUSTRATED ABOVE PROVIDE OPTIONS FOR MINIMUM 1-HOUR FIRE RESISTANCE RATED PROTECTION OF STRUCTURAL MEMBERS. 3. GENERAL CONTRACTOR TO IDENTIFY STRUCTURAL MEMBERS REQUIRING FIRE RESISTANCE RATED PROTECTION AND EITHER SELECT AN OPTION FROM ABOVE, OR SUBMIT ALTERNATIVE DETAILS FOR ARCHITECT'S REVIEW, TO PROVIDE REQUIRED PROTECTION. 4. WHERE PROTECTION OF STRUCTURAL MEMBER REQUIRES INCREASING DIMENSION OF FINISH WALL ASSEMBLY FROM THAT DESCRIBED ELSEWHERE, GENERAL CONTRACTOR TO CONFIRM REDUCED ROOM SIZE ACCOMMODATES ALL FIXTURES AND FINISHES AND PROVIDES ALL REQUIRED ACCESSIBILITY CLEARANCES AS SHOWN ON PLANS. NOTIFY ARCHITECT IMMEDIATELY IF FINISH ROOM DIMENSIONS ARE MODIFIED. 5. FIRE RESISTANCE RATINGS OF ENCASEMENT PROTECTION ILLUSTRATED ABOVE ARE DETERMINED BY CALCULATIONS IN ACCORDANCE WITH C.B.C. SECTION 722 (C.B.C. SECTION 703.3, PROCEDURE #3. STRUCTURAL DRAWINGS FIRE RESISTIVE RATED WALL 6. DETAILS ILLUSTRATE WOOD STRUCTURAL COLUMNS AND BEAMS. WHERE STEEL STRUCTURAL COLUMNS AND BEAMS OCCUR, USE SAME PROTECTION REQUIREMENTS UNLESS NOTED OTHERWISE IN DRAWINGS. OF COLUMNS AND PRIMARY STRUCTURAL FRAME 1-HOUR FIRE RESISTANCE PROTECTION 19 11 1 AD-21 WOOD FRAMING PER STRUCTURAL 1-HR RATED FLOOR CEILING ASSEMBLY DHUTF TOP-MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) TO STEEL TO SHEATHING REFER TO STRUCTURAL FOR INFORMATION NOT SHOWN HERE GRABBER CLIPS, BY JOHN WAGNER & ASSOCIATES, INC., @ 24" O.C. 2-HR RATED FLOOR CEILING ASSEMBLY 3 AD-21
1 AD-21 ALTERNATE DETAIL GRABBER CLIPS, BY JOHN WAGNER & ASSOCIATES, INC NOTE: CONTRACTOR TO VERIFY FASTENING TECHNIQUES WITH UL ASSEMBLY DHUTF TOP-MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) 3 1/4"
LVL 3 TO STEEL TO SHEATHING WOOD FRAMING PER STRUCTURAL BEAM PER STRUCTURAL GRABBER CLIPS, BY JOHN WAGNER & ASSOCIATES, INC., @ 24" O.C. 2 LAYERS 5/8" TYPE C GYP. BOARD - 1ST LAYER FASTENED W/ 1-1/4" LONG, 0.15 O SCREWS SPACED 16" OC. 2ND LAYER ATTACHED W/ 1-3/4" LONG, 0.15 O SCREWS SPACED 8" OC. NO. 20 MSG GALV. STEEL ANGLE W/ 1-1/4" LEGS 1-HR RATED FLOOR CEILING ASSEMBLY PROVIDED: 2-HOUR ASSEMBLY - ANSI/UL 263 UL DESIGN NO. N501 REFER TO STRUCTURAL FOR INFORMATION NOT SHOWN HERE ALTERNATE DETAIL GRABBER CLIPS, BY JOHN WAGNER & ASSOCIATES, INC REQUIRED : 1-HOUR ASSEMBLY PER UL DESIGN NO. L524 GRABBER CLIPS, BY JOHN WAGNER & ASSOCIATES, INC., @ 24" O.C. 1 HR FLOOR/ CEILING ASSEMBLY 6x WOOD NAILER AT INTERIOR, RIPPED TO SLOPE AT EXTERIOR DECK TPL FACE OF STUD WALL PER PLAN C STL. BEAM & COLUMN LPER PLAN 1-HR OR 2-HR EXTERIOR WALL PER PLAN STEEL BEAM - INDIVIDUALLY WRAPPED CANTILEVERED BEAM BEYOND (HATCHED) INDIVIDUALLY WRAPPED PLYWOOD, WHERE REQ'D PER STRUCTURAL TO STEEL AT 4TH FLR AMENITY (ONLY) TO SHEATHING 6 1/4" REFER TO STRUCTURAL FOR INFORMATION NOT SHOWN HERE 14 20 1 AD-21 2X BLOCKING TO MAINTAIN 2-HOUR RATING AT DECK-TO-WALL TRANSITION, WHERE OCCURS 3X NAILER @ LEVEL 3 6X NAILER @ LEVEL 4 3X NAILER @ LEVEL 3 6X NAILER @ LEVEL 4 3X NAILER @ LEVEL 3 6X NAILER @ LEVEL 4 STEEL BEAM @ EXTERIOR WALL AND INTERIOR SPACE - 2HR 1 HR FLOOR/ CEILING ASSEMBLY 6x WOOD NAILER AT INTERIOR & 2X NAILER AT EXTERIOR DECK TPL FACE OF STUD WALL PER PLAN C STL. BEAM & COLUMN LPER PLAN 1-HR OR 2-HR EXTERIOR WALL PER PLAN STEEL BEAM - INDIVIDUALLY WRAPPED DHUTF TOP-MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) CANTILEVERED BEAM BEYOND (HATCHED) INDIVIDUALLY WRAPPED PLYWOOD, WHERE REQ'D PER STRUCTURAL TO STEEL AT 4TH FLR AMENITY (FITNESS ONLY) TO SHEATHING 6 1/4" REFER TO STRUCTURAL FOR INFORMATION NOT SHOWN HERE 1 AD-21 2X BLOCKING TO MAINTAIN 2-HOUR RATING AT DECK-TO-WALL TRANSITION, WHERE OCCURS 2X
NAILER 1 HR FLOOR/ CEILING ASSEMBLY
8 AD-21 DEPRESSED LEVEL FRAMING W/ 2X CRICKETING TO ACHIEVE SLOPE. STEEL BEAM @ EXTERIOR WALL AND INTERIOR SPACE (FITNSS) - 2HR 6 1/4"
LVL 4
3 1/4"
LVL 3
6 1/4"
LVL 4
3 1/4"
LVL 3
6 1/4"
LVL 4 APPLY SEALANT AFTER COMPLETION OF IMPERVIOUS SURFACE SYSTEM FINISH COAT DHUTF TOP-MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) 1 HR FLOOR/ CEILING ASSEMBLY 8 AD-21 (2) LAYERS 1/2" TYPE 'X' GYP. BD. STEEL TUBE COLUMN PER STRUCTURAL NO. 24 MSG GALV STEEL COVER (1) LAYER 5/8" TYPE 'X' GYP. BD. O/ (1) LAYER 1/2" TYPE 'X' GYP. BD. 2x WALL FRAM'G. CONTINUE 2ND LAYER OF GYP. TO INSIDE CORNER OF ROOM 1-HOUR ASSEMBLY PER U.L. DESIGN NO. X526 REFER TO STRUCTURAL FOR INFORMATION NOT SHOWN HERE NOTE: CONTRACTOR TO VERIFY FASTENING TECHNIQUES WITH UL ASSEMBLY 1 HR STEEL TUBE COLUMN (2) LAYERS 1/2" TYPE 'X' GYP. BD. ALL AROUND COLUMN STEEL TUBE COLUMN PER STRUCTURAL NO. 24 MSG GALV STEEL COVER (1) LAYER 5/8" TYPE 'X' GYP. BD. AT WALLS STEEL TUBE COLUMN PER STRUCTURAL (3) LAYERS 1/2" TYPE 'X' GYP. BD. NO. 24 MSG GALV STEEL COVER 2x WALL FRAM'G. 2 -HOUR RATED WALL 2-HOUR ASSEMBLY GA FILE NO. CM 2801 U.L. DESIGN NO. X526 REFER TO STRUCTURAL FOR INFORMATION NOT SHOWN HERE NOTE: CONTRACTOR TO VERIFY FASTENING TECHNIQUES WITH UL ASSEMBLY 2 HR STEEL TUBE COLUMN 5 AD-22 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL FIRE-RATED PRIMARY STRUCTURAL FRAME DETAILS AD-28 BUILDING #  City Council 23 – 20912/6/2022  10'-0"
CL EQ.

CL EQ. CHAIN SPACING
CL EQ.

CL ±1 1/2" HIGH X 3/8" WIDE BLACK TEXT FIELD VERIFY LEAST DIM. PRIOR TO TEXT FABRICATION. CLEARANCE BAR WITH TEXT TO READ: "HEAD CLEARANCE 8'-2" MAX. BEYOND" OR "HEAD CLEARANCE 7'-0" MAX. BEYOND" 3" 2" 1'-0"

MOUNT BOTTOM

OF SIGN
@ MINIMUM

OBSTRUCTION
HEIGHT PVC END CAP. LIQUID WELD TO PIPE. 3" DIA. PVC PIPE. PRIME & PAINT TUBE YELLOW TO MATCH CAUTION YELLOW NOTES @ GARAGE. 45 DEGREE ANGLE, 2" WIDE BLACK STRIPES OVER YELLOW BACKGROUND. CHAIN SUPPORT CL CONCRETE WHEEL STOP REBAR @ MAT SLAB ONLY, ADHESIVE MOUNT @ SUSPENDED SLAB CONCRETE STRUCTURAL SLAB RESERVED PARKING LOW-EMITTING AND FUEL EFFICIENT VEHICLES ONLY ***FOR EV SPACES, SIGN SHALL READ "FOR ELECTRIC VEHICLES ONLY" 1 1/2" FL. TRACK - WIDTH AND GAUGE TO MATCH STUDS U.N.O. SPLICE PER #10 S.M.S. EA. SIDE @ EA. STUD -TYP. METAL STUDS MINERAL WOOL GYPSUM SHTG., NUMBER OF LAYERS DEPENDENT ON FIRE RATING, SEE PLAN MOUND CONCRETE @ TOP OF BOLLARD CONCRETE FILLED 4" DIA. STEEL PIPE -PAINT WELD PLATE C POST L 1 1/2" FL. TRACK - WIDTH AND GAUGE TO MATCH STUDS U.N.O. SPLICE PER #10 S.M.S. EA. SIDE @ EA. STUD -TYP. METAL STUDS GYPSUM SHTG., NUMBER OF LAYERS DEPENDENT ON FIRE RATING, SEE PLAN 'B' 'B' DETAIL A 2.3-2.4 [58-61] 1.150 [29.2]

2.3-2.4
[58-61] 1.286[32.7] DETAIL B PANEL INSTALLATION COMPOSITE SLEEVE ANCHOR 20 TOTAL PER PANEL R0.125 [R3.2] 4 -PL 1/4" DIA. (6.35mm) CTSK HOLES (TYP. 20 LOCATIONS) DETECTABLE WARNING MAT COMPLY WITH CBC 705.1. 0.058 [1.5] 0.192 [4.9] 0.115 [ 2.9] 0.234 [5.9] 0.071 [1.8]

0.032 [ 0.8] 0.440 [11.2] 0.980 [24.9] 1.500 [38.1] 0.063 [1.6] 0.198
[5.0] 0.200 [5.1] 20 - PL 0.500 [12.7] 4 - SIDES
15° 30° 0.700 [17.8] 0.900 [22.9] DIA. 609 PL. 0.151
[3.8] 0.200 [5.1] DOME 609 PL. 0.450 [11.4] DIA. 609 PL. 0.480 [12.2] 79° COMPOSITE SLEEVE ANCHOR W/ STAINLESS STEEL NAIL 1 4" X 1
1 2" (6.35mm X 38.1mm) SECTION B-B.090 DEG POINTS .045 (1.1) HIGH PANEL ELEVATION MAX 8'-0" BETWEEN SUPPORTS 6"
TYP. STD. STL. GALV. CHAIN LINK POST 2-3/8" X 11 GAGE GALV. CHAIN LINK FABRIC STRUCTURAL COL. OR WALL GALV. CHAIN LINK TOP & BOTTOM RAIL RAIL TO WALL ATTACHMENT- USE STANDARD CHAIN LINK FITTINGS NOTE: PRIME & PAINT ALL MTL. COMPONENTS CLEAR VERT. HEIGHT
-SEE SLAB PLANS
6"
TYP. BOTTOM RAIL CONTINUES PARALLEL TO FLOOR SECURITY FENCE @ RAMP 6" FLR LINE FLR LINE
6" PROVIDE OPENINGS AT TOP TO ALLOW PIPES AND THE LIKE TO PASS THROUGH- AS REQUIRED 1" RAIL PER PANEL ELEVATION NOTE: METALIZE, PRIME, AND PAINT ALL METAL COMPONENTS CONTRACTOR TO SELECT (1) ATTACHMENT DETAIL & USE THROUGHOUT THE PROJECT. THE UNSELECTED OPTION WILL NOT BE USED. 1/8" THICK RUBBER GASKET C.M.U. OR C.I.P. MAY OCCUR WALL FINISH MAY OCCUR SET BOLTS PRIOR TO POUR OR INSTALL W/ STRUCTURAL EPOXY ANCHORING CEMENT IMBED 3" DETAIL 8A - BASE OF POST CONC. SLAB CONC. SLAB 8" X 8" X 3/8" EMBED STL. PLATE @ 8'-0" O.C. MAX. 3/8" THK. MIN. X WIDTH OF POST STL. PLATE ON (2) SIDES OF POST - WELD TO EMBED PLATE 10" 8" X 8" X 3/8" EMBED STL. PLATE @ 8'-0" O.C. MAX. STL. POST PER PLAN STL. POST PER PLAN - WELD TO EMBED PLATE 1/2" MACHINE BOLT 4" DETAIL 8B - TOP OF POST PLATE IS ECCENTRIC AT CONDITIONS WHERE COLS & WALLS OCCURPROVIDE OPENINGS FOR UTILITIES 6" MAX.STD. STL. GALV. CHAIN POST FITTING STD. STL. GALV. CHAIN POST FITTING DETAIL A DETAIL B 'A' 'A' 49.059 [1246.1] PART O.A.

35.997 [ 914.3]PART O.A. 1.30
[33.0] 33.399 [ 848.3] 20 - EQUAL SPACES

1.30 [33.0] 46.759 [1187.7] 28 - EQUAL SPACES 1.150 [29.2] 1.150 [29.2] SURFACE APPLIED PANEL - TOP VIEW SECTION A-A

0.135 [ 3.4]
WALL

THICKNESS

0.443 [11.2]
PART O.A.
1 4" DIA. (6.35mm) CTSK HOLES (TYP. 20 LOCATIONS) GARAGE DETAILS AD-31 21 - 13 VEHICLE PARKING SIGN
9 VEHICULAR HEADROOM CLEARANCE BAR
1 14 TOW AWAY WARNING SIGN 10 PIPE GUARDS
6 PIPE BOLLARD
2 12 15 FLOOR TRANSITIONS 11 FR TRACK CLOSURE
7 8 CURB AT TRASH ROOM
4 WHEEL STOP
3 16 1819 222324 MTL. TRACK CLOSURE
-RAIL-WALL ATTACHEMENT
-WELD PLATE GARAGE SECURITY FENCE
---- DETECTABLE WARNING MAT COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL 17
-
 City Council 23 – 21012/6/2022  SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL) WALL EDGE LAP NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER.

OVER
UNDER

SUBSTRATE
SLOPE
4"
8"
4" MINIMUM LAP LAPPED GSM "L" FLASHING 3 BEDS OF SEALANT 1" APART CONTINUOUS BEAD OF SEALANT AT OVERLAP SEAM GSM "L" FLASHING INTERIOR EXTERIOR CORR. EXTERIOR PLASTER GALVANIZED WEEP SCREED W/ INTEGRAL SHIELD FLASHING 24 GA BONDARIZED 'L' FLASHING - SEE DETAIL CONC. TOPPING SLAB DRAINAGE MAT SLOPE FINISH SURFACE AND SUBSTRATE PER PLAN W.R.B. 2" WATERPROOFING 6" WIDE SELF ADHERED FLASHING O/ WEEP SCREED 2 - 1/4" ISOLATION STRIP. REMOVE TOP 1/4" OF MATERIAL & FILL GAP W/ SEALANT MATCHING CONCRETE COLOR PROVIDE SUITABLE FILL MATERIAL OR EXTEND SLAB TO ALIGN WITH WALL SUBSTRATE UNIT UNITSTRUCTURAL SHEAR PANEL WHERE OCCURS GYPSUM BOARD AIRSPACE STRUCTURAL SLAB HARDROCK TOPPING SLAB PREFORMED EXPANSION JOINT HORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICAL FACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITH TERMINATION BAR DRAINAGE/PROTECTION BOARD WATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANE AND TERMINATION BARS STRUCTURAL CONCRETE SLAB SLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACE ELEVATION OF DEPRESSED SLAB MAY BE LEVEL WITH AN ADDITIONAL OVERPOUR ADDED BELOW WATERPROOFING TO ACHIEVE SLOPE WATERPROOF SYSTEM DETAIL COAT - 4" HORIZ, 4" VERT INSTALL TERMINATION BAR AT PROTECTION COURSE/MEMBRANE/DETAIL COAT EXPANSION JOINT STRIP OVER WATERPROOFING SYSTEM PER PLAN T.S.S. EXTERIOR PAVING PER LANDSCAPE OR INTERIOR DRAWINGS PREFORMED EXPANSION JOINT HORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICAL FACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITH TERMINATION BAR DRAINAGE/PROTECTION BOARD WATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANE AND TERMINATION BARS STRUCTURAL CONCRETE SLAB SLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACE ELEVATION OF DEPRESSED SLAB MAY BE LEVEL WITH AN ADDITIONAL OVERPOUR ADDED BELOW WATERPROOFING TO ACHIEVE SLOPE WATERPROOF SYSTEM DETAIL COAT - 4" HORIZ, 4" VERT INSTALL TERMINATION BAR AT PROTECTION COURSE/MEMBRANE/DETAIL COAT EXPANSION JOINT STRIP OVER WATERPROOFING SYSTEM CONC TOPPING SLAB DRAINAGE COMPOSITE PRIME COAT CLEAN & DRY SLAB NOTE: CONFIRM ALL INSTALLATION REQUIREMENTS WITH THE MANUFACTURER. TOP COAT BONDARIZED 'L' METAL FLASHING, SEE DETAILS BONDARIZED INSIDE CORNER FLASHING - WITH FULLY SOLDERED JOINTS BONDARIZED DOOR PAN FLASHING - WITH FULLY SOLDERED SEAMS - SEE 3 AD-52.06
- BONDARIZED OUTSIDE CORNER FLASHING - WITH FULLY SOLDERED JOINTS 10 10 - - AREA DRAIN HIGH SIDE FF LOW SIDE FF INTERIOR INTERIOR CORR. CONC. TOPPING SLAB STRUCTURAL SHEAR PANEL WHERE OCCURS GYPSUM BOARD ISOLATE BASEBOARD ABOVE FINISH FLOOR 1/4" ISOLATION STRIP. REMOVE TOP 1/4" OF MATERIAL & FILL GAP W/ SEALANT MATCHING CONCRETE COLOR VARIES
4" STRUCTURAL FOAM
1 2
4 EXT. WALKWAYS AT CORRIDORS
6 16 12 1718 2122 TYPICAL FLASHING TRANSITIONS
- TOPPING SLAB TRANSITION
3 8 FLASHING AT TOPPING SLAB SLAB ON GRADE DETAILS AD-32 - AREA DRAIN - SLAB 15
- 24
- 20
- SLAB STEP AT PARTY WALL
- 23
- PAVER TRANSITION
- 13
- 14
- 19
- COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL RAMP AT UNIT
 City Council 23 – 21112/6/2022  4 3
2 1 EXPANSION GAP @ GRADEEXPANSION JOINT CAVITY BETWEEN TWO STRUCTURES AIR FLOW 5/8" TYPE "X" GYP. BD, SEE STRUCTURAL FOR PLYWOOD SHEAR AS OCCURS F.F. 5/8" TYPE "X" GYP BOARD 4"
MIN AIR SPACE PER PLAN SEISMIC EXPANSION JOINT COVER BY M.H. POWER, MODEL #KH-12-5 . INSTALL PER PER SPECS . SYSTEM SHALL INTEGRATE AND SEAL W/ EXPANSION JOINT AT ROOF PER DETAILS 1 HOUR RATED INTERIOR WALL PER PLAN CONCRETE OR CMU GARAGE WALL PER PLAN J-MOLD, 1/4"-1/2" GAP FILL WITH COMPATIBLE SEALANT AND BACKER ROD CONCRETE OR CMU GARAGE WALL PER PLAN SHEAR PANEL, WHERE OCCURS 1 HOUR INTERIOR WALL PER PLAN RATED DOOR ASSEMBLY PER PLAN METAL SOFFIT FRAMING, HEIGHT PER PLANS, O/ 5/8" TYPE X GYP. BD. EXPANSION JOINT AT FLOOR, PER DETAIL RATED DOOR ASSEMBLY HOLD DOOR FRAME OFF THE GROUND TO ACCOMODATE EXPANSION JOINT COVER PLATE CONCRETE OR CMU GARAGE WALL, BY OTHERS 5/8" TYPE X EXTERIOR GYP. SHEATHING 2X CORRIDOR FRAMING, PER STRUCTURAL WALL BEYOND SEISMIC EXPANSION JOINT COVER AT JAMB, BEYOND WOOD SHEATHING CONCRETE TOPPING EXPANSION JOINT @ WALL - PLAN EXPANSION JOINT @ INTERIOR FLOOR DOOR HEAD EXPANSION JOINT @ DOOR 10 EXTERIOR WALL PER PLAN S.A.F. 24 GA. CORROSION RESISTANT FLASHING W/ DRIP EDGE O/ SELF-ADHERING WATER PROOF MEMBRANE. LAP FLASHING W/ FLASHING OF JOINT COVER. NOTE: BONDERIZE ALL GALV. SHEET METAL THAT RECEIVES FINISH COATING FRY REGLET "CO" "SPRINGLOK" FLASHING FRY REGLET "CO" TYPE CONCRETE REGLET 11 EXPANSION JOINT @ ROOF INTERIOR WALL PER PLAN W.R.B. O/ S.A.F. 24 GA. CORROSION RESISTANT FLASHING W/ DRIP EDGE O/ SELF-ADHERING WATER PROOF MEMBRANE. NOTE: BONDERIZE ALL GALV. SHEET METAL THAT RECEIVES FINISH COATING GALV. SHEET METAL FLASHING EXPANSION JOINT @ SKY DECK DOOR JAMB FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - @ WALLS: PART #: LFS 5800-W12 UL#: WW-D-2014 & WW-D-2015 @ CEILINGS: PART # FS 5800-FW12 UL#: FW-D-2001 3 & 4 - 11
- EXTERIOR WALL PER PLAN CONCRETE OR CMU GARAGE WALL PER PLAN 1 HOUR INTERIOR WALL PER PLAN 3-HR EXPANSION JOINT @ FIREWALL - PLAN 12 CONCRETE OR CMU GARAGE WALL PER PLAN FIRE BARRIER BLANKET (3-HOUR FIRE RATED) - REPORT # GL-16310-3 TESTED TO UL #:2079-2004, ASTEME-119-08A -INSTALL CONTINUOUS FROM TOP OF CONCRETE SLAB TO UNDERSIDE OF ROOF EXPANSION JOINT. 1 HOUR INTERIOR WALL PER PLAN 20 AD-26 3 HOUR RATED FIREWALL JAMB PER CONCRETE OR CMU GARAGE WALL PER PLAN 2 HOURFIRE BARRIER PER PLAN RATED DOOR ASSEMBLY PER PLAN DOOR HEAD EXPANSION JOINT @ FIRE BARRIER & DOOR 18 DOOR JAMB CONCRETE OR CMU GARAGE WALL PER PLAN EXPANSION JOINT @ FIRE BARRIER - PLAN 19 EXTERIOR PLASTER SYSTEM O/ W.R.B. O/ 5/8" TYPE X EXTERIOR GYPBRD SHTH'G O/ EXTERIOR GRADE PLYWOOD SHTH'G CONCRETE OR CMU GARAGE WALL PER PLAN J-MOLD, 1/4"-1/2" GAP FILL WITH COMPATIBLE SEALANT AND BACKER ROD EXPANSION JOINT @ EXTERIOR WALL - PLAN W.R.B. O/ S.A.F. EXTERIOR PLASTER SYSTEM O/ CONCRETE WALL FIRE RETARDANT FRAMING PER STRUCT. DWGS 20 2 HOURFIRE BARRIER PER PLAN AIR SPACE PER PLAN SEISMIC EXPANSION JOINT COVER BY M.H. POWER, MODEL #KH-12-5 . INSTALL PER PER SPECS . HEADER PER STRUCT. DWGS. SEISMIC EXPANSION JOINT COVER BY M.H. POWER, MODEL #KH-12-5 . INSTALL PER PER SPECS . FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - @ WALLS: PART #: LFS 5800-W12 UL#: WW-D-2014 & WW-D-2015 @ CEILINGS: PART # FS 5800-FW12 UL#: FW-D-2001 FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - @ WALLS: PART #: LFS 5800-W12 UL#: WW-D-2014 & WW-D-2015 @ CEILINGS: PART # FS 5800-FW12 UL#: FW-D-2001 FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - @ WALLS: PART #: LFS 5800-W12 UL#: WW-D-2014 & WW-D-2015 @ CEILINGS: PART # FS 5800-FW12 UL#: FW-D-2001 SEISMIC EXPANSION JOINT COVER , MODEL #ALHDW-12 . INSTALL PER PER SPECS . VAPOR BARRIER BY M.H. POWER. INSTALL PER PER SPECS . 1/8" THICK ALUMINUM COVER OR S.S. 304 0.2 MIL FOIL AIR SPACE PER PLAN AIR SPACE PER PLAN SEISMIC EXPANSION JOINT COVER BY M.H. POWER, MODEL #KH-12-5 . INSTALL PER PER SPECS . HEADER PER STRUCT. DWGS. FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - @ WALLS: PART #: LFS 5800-W12 UL#: WW-D-2014 & WW-D-2015 @ CEILINGS: PART # FS 5800-FW12 UL#: FW-D-2001 VAPOR BARRIER BY M.H. POWER. INSTALL PER PER SPECS . EXPANSION JOINT AT FLOOR, PER DETAIL11 - SEISMIC EXPANSION JOINT COVER BY M.H. POWER, MODEL #KH-12-5 . INSTALL PER PER SPECS . FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - @ WALLS: PART #: LFS 5800-W12 UL#: WW-D-2014 & WW-D-2015 @ CEILINGS: PART # FS 5800-FW12 UL#: FW-D-2001 VAPOR BARRIER BY M.H. POWER. INSTALL PER PER SPECS . CONCRETE OR CMU GARAGE WALL PER PLAN 2 HOURFIRE BARRIER PER PLAN SEISMIC EXPANSION JOINT COVER BY M.H. POWER, MODEL #KH-12-5 . INSTALL PER PER SPECS . FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - @ WALLS: PART #: LFS 5800-W12 UL#: WW-D-2014 & WW-D-2015 @ CEILINGS: PART # FS 5800-FW12 UL#: FW-D-2001 VAPOR BARRIER BY M.H. POWER. INSTALL PER PER SPECS . (2) LAYERS 5/8" TYPE X GYPBRD SHTH'G SEISMIC EXPANSION JOINT COVER BY M.H. POWER, MODEL #KH-12-5 . INSTALL PER PER SPECS . FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - @ WALLS: PART #: LFS 5800-W12 UL#: WW-D-2014 & WW-D-2015 @ CEILINGS: PART # FS 5800-FW12 UL#: FW-D-2001 VAPOR BARRIER BY M.H. POWER. INSTALL PER PER SPECS . FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - @ WALLS: PART #: LFS 5800-W12 UL#: WW-D-2014 & WW-D-2015 @ CEILINGS: PART # FS 5800-FW12 UL#: FW-D-2001 VAPOR BARRIER BY M.H. POWER. INSTALL PER PER SPECS . SEISMIC EXPANSION JOINT COVER , MODEL #RW-12 . INSTALL PER PER SPECS . SEISMIC EXPANSION JOINT COVER , MODEL #CRW-12 . INSTALL PER PER SPECS . ROOF MEMBRANE - INSTALL PER MANUF SPECS CANT. STRIP BY OTHERS AIR SPACE PER PLAN AIR SPACE PER PLAN AIR SPACE PER PLAN FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - @ WALLS: PART #: LFS 5800-W12 UL#: WW-D-2014 & WW-D-2015 @ CEILINGS: PART # FS 5800-FW12 UL#: FW-D-2001 VAPOR BARRIER BY M.H. POWER. INSTALL PER PER SPECS . SLOPE 1/4" : 1'-0" COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL AD-33 EXPANSION JOINT DETAILS  City Council 23 – 21212/6/2022  STUCCO WR BARRIER STRUCTURAL PANEL WHERE OCCURS SEALANT APPLIED TOP OF MEMB FASTENER AT TOP OF FLASHING GI STUCCO SCREED GI FLASHING HEMMED 12" MEMBRANE APPLIED TO SUBSTRATE w/ CALIF SEALANT PRE-CAST CONC PAVERS SETTING BED CONC SLAB DRAINAGE COMPOSITE SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) STUCCO WR BARRIER STRUCTURAL PANEL WHERE OCCURS FASTENER AT TOP OF FLASHING GI STUCCO SCREED GI FLASHING HEMMED APPLIED TO SUBSTRATE w/ CALIF SEALANT CONC TOPPING SLAB SETTING BED CONC SLAB SEALANT APPLIED TOP OF MEMB 12" MEMBRANE APPLIED TO SUBSTRATE w/ CALIF SEALANT SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) DRAINAGE COMPOSITE 12" MIN. CONT SEALANT AND BACKER ROD BOTH SIDES MIN 2" DEEP CONC SWALE- SLOPE TO DRAIN DECK DRAIN POLYESTER REINFORCING FABRIC DRAINAGE COMPOSITE MINIMUM 90 MIL FLUID APPLIED WATERPROOFING MEMBRANE COMPACT SOIL STRUCTURAL CONCRETE DECK SLOPE SLOPING MATERIAL REINFORCING FABRIC & 30 MIL COAT OF COLD FLUID APPLIED WATERPROOFING 2"
MIN. FABRIC WRAP WITH GRAVEL POCKET CLEAN-OUTS PERFORATED LINE (THREADED) DRAINAGE COMPOSITE SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) CONCRETE FOOTING SLOPE TO DRAINS PER PLAN STRUCTURAL CONCRETE PLANTER SOIL STRUCTURAL CONCRETE DECK POLYESTER REINFORCING FABRIC MINIMUM 90 MIL FLUID APPLIED WATERPROOFING MEMBRANE TOPPING SLAB DRAINAGE COMPOSITE 4"
MIN. SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) DRAINAGE COMPOSITE BOARD - SECURE FABRIC TO PIPES TO PREVENT DIRT ENTRY STRUCTURAL CONCRETE MIN. 1" CANT OF TROWEL GRADE WATERPROOFING MEMBRANE OR APPROVED SEALANT CONDUIT OR PIPE NOTE: AT PLASTIC PIPES, ROUGHEN SURFACE OF PIPES WITH SAND PAPER TO FACILITATE WATERPROOFING BOND. DRAINAGE COMPOSITE PLANTER SOIL SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) UV RESISTANT FLUID APPLIED WATERPROOFING MEMBRANE GRADE WALL CAP 8" MIN.
4" MIN. EXTRUDED PVC FLASHING TERMINATION BAR ENCASED IN SEALANT FASTENED PER MFG. REQUIREMENT SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) DRAINAGE COMPOSITE DRAINAGE COMPOSITE PLANTER SOIL PLANTER WALL REINFORCING STEEL BARS, SEE STRUCT. DWGS. SEALANT OVER CLOSED CELL BACKER ROD SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) SPECIFIED WATERPROOFING SYSTEM STRIPE APPLICATION HIGH COMPRESSION DRAINAGE MAT UNDER PLANTER, TYP. SLOPE STRUCTURAL CONCRETE FINISHED TOPPING PER LANDSCAPE FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION DRAIN EXTENSION AS REQUIRED FOR DECK THICKNESS NON-STRUCTURAL, SECONDARY CONCRETE SLAB, MIN 2-1/2" THICK, SLOPED PER PLAN CLAMP RING STRUCTURAL POST TENSION CONCRETE SLAB PER STRUCTURAL DRAWINGS DRAIN PIPING PER PLUMBING PLANS NOTE: 1. AFTER PAINT REMOVAL, PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY RUST FORMATION LOW POINT AT DRAIN LOCATION - SEE SLAB PLAN WATERPROOFING SYSTEM PROTECTION COURSE ELASTOMERIC SHEET FLASHING ROLL WATERPROOFING SYSTEM HORIZONTAL MEMBRANE AND PROTECTION COURSE INTO DRAIN CLAMP RING LEVEL CONCRETE PAVER SYSTEM LANDSCAPE DRAWINGS GRAVEL BASE PER PAVER MANUFACTURER'S REQUIREMENTS FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION DRAIN EXTENSION AS REQUIRED FOR DECK THICKNESS NON-STRUCTURAL, SECONDARY CONCRETE SLAB, MIN 2-1/2" THICK, SLOPED PER PLAN CLAMP RING STRUCTURAL POST TENSION CONCRETE SLAB PER STRUCTURAL DRAWINGS DRAIN PIPING PER PLUMBING PLANS NOTE: 1. AFTER PAINT REMOVAL, PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY RUST FORMATION LOW POINT AT DRAIN LOCATION - SEE SLAB PLAN WATERPROOFING SYSTEM HORIZONTAL MEMBRANE ELASTOMERIC SHEET FLASHING ROLL WATERPROOFING SYSTEM HORIZONTAL MEMBRANE AND PROTECTION COURSE INTO DRAIN CLAMP RING PEDESTAL PAVER SYSTEM PER PLAN WATERPROOFING SYSTEM PROTECTION COURSE FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION DRAIN EXTENSION AS REQUIRED FOR DECK THICKNESS NON-STRUCTURAL, SECONDARY CONCRETE SLAB, MIN 2-1/2" THICK, OVER DRAINAGE/PROTECTION BOARD, OVER WATERPROOF MEMBRANE, OVER APPROVED FILL SUBSTRATE SLOPED PER PLAN CLAMP RING STRUCTURAL POST TENSION CONCRETE SLAB PER STRUCTURAL DRAWINGS DRAIN PIPING PER PLUMBING PLANS NOTE: 1. AFTER PAINT REMOVAL, PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY RUST FORMATION LOW POINT AT DRAIN LOCATION - SEE SLAB PLAN WATERPROOFING SYSTEM PROTECTION COURSE ELASTOMERIC SHEET FLASHING ROLL WATERPROOFING SYSTEM HORIZONTAL MEMBRANE AND PROTECTION COURSE INTO DRAIN CLAMP RING EXTERIOR PAVING PER CIVIL AND LANDSCAPE DRAWINGS STUCCO WR BARRIER STRUCTURAL PANEL WHERE OCCURS SEALANT APPLIED TOP OF MEMB FASTENER AT TOP OF FLASHING GI STUCCO SCREED GI FLASHING HEMMED 12" MEMBRANE APPLIED TO SUBSTRATE w/ CALIF SEALANT PEDESTAL PAVERS CONC SLAB SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) STRUCTURAL CONCRETE DECK POLYESTER REINFORCING FABRIC MINIMUM 90 MIL FLUID APPLIED WATERPROOFING MEMBRANE PEDESTAL PAVERS STRUCTURAL CONCRETE DECK POLYESTER REINFORCING FABRIC MINIMUM 90 MIL FLUID APPLIED WATERPROOFING MEMBRANE TOPPING SLAB DRAINAGE COMPOSITE GRAVEL/SAND SETTING BED EXTERIOR PAVING PER CIVIL AND LANDSCAPE DRAWINGS EXPANSION JOINT AND SEALANT HORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICAL FACE OF STRUCTURAL CONCRETE DEPRESSION DRAINAGE/PROTECTION BOARD WATERPROOF SYSTEM PROTECTION COURSE STRUCTURAL CONCRETE SLAB TOP OF STRUCTURAL SLABS ARE LEVEL. PROVIDE APPROVED FILLER BELOW WATERPROOFING SYSTEM TO ACHIEVE FINISH PAVEMENT SLOPE PER PLAN STOREFRONT PER PLAN AND ELEVATIONS F.F. F.O. STUD OR F.O. SHTG IF OCCURS PER PLAN F.O. MULLION PER PLAN T.S.S. LEVEL CONCRETE PAVER SYSTEM LANDSCAPE DRAWINGS EXPANSION JOINT AND SEALANT HORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICAL FACE OF STRUCTURAL CONCRETE DEPRESSION DRAINAGE/PROTECTION BOARD WATERPROOF SYSTEM PROTECTION COURSE STRUCTURAL CONCRETE SLAB TOP OF STRUCTURAL SLABS ARE LEVEL. PROVIDE APPROVED FILLER BELOW WATERPROOFING SYSTEM TO ACHIEVE FINISH PAVEMENT SLOPE PER PLAN STOREFRONT PER PLAN AND ELEVATIONS GRAVEL BASE PER PAVER MANUFACTURER'S REQUIREMENTS PER PLAN T.S.S. F.O. STUD OR F.O. SHTG IF OCCURS PER PLAN F.F. METAL SILL PAN SIM. PEDESTAL PAVER SYSTEM HORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICAL FACE OF STRUCTURAL CONCRETE DEPRESSION WATERPROOF SYSTEM PROTECTION COURSE STRUCTURAL CONCRETE SLAB TOP OF STRUCTURAL SLABS ARE LEVEL. PROVIDE HARDROCK CONC OVERPOUR BELOW WATERPROOFING SYSTEM TO ACHIEVE FINISH PAVEMENT SLOPE PER PLAN STOREFRONT PER PLAN AND ELEVATIONS EXTERIOR PAVING PER CIVIL AND LANDSCAPE DRAWINGS PREFORMED EXPANSION JOINT HORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICAL FACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITH TERMINATION BAR DRAINAGE/PROTECTION BOARD WATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANE AND TERMINATION BARS STRUCTURAL CONCRETE SLAB SLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACE ELEVATION OF DEPRESSED SLAB MAY BE LEVEL WITH AN ADDITIONAL OVERPOUR ADDED BELOW WATERPROOFING TO ACHIEVE SLOPE WATERPROOF SYSTEM DETAIL COAT - 4" HORIZ, 4" VERT INSTALL TERMINATION BAR AT PROTECTION COURSE/MEMBRANE/DETAIL COAT EXPANSION JOINT STRIP OVER WATERPROOFING SYSTEM PER PLAN T.S.S. STRUCTURAL CONCRETE NOTE: 6" MINIMUM SEPARATION BETWEEN PIPES AND BETWEEN WALLS AND PIPES DRAINAGE COMPOSITE TOPPING SLAB CONTINUOUS URETHANE SEALANT OVER CLOSED CELL BACKER ROD REINFORCED FABRIC & 30 MIL COAT OF COLD FLUID APPLIES WATERPROOFING WATERPROOFING MEMBRANE CANT SEPARATION MATERIAL SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) 3" DIA AL DOWNSPOUT PLASTIC TRANSITION CAP SEALANT GI COLLAR FLASHING PAVERS OR TOPPING SLAB SETTING BED DRAINAGE BOARD WATERPROOF MEMBRANE DRY PACK ANY VOID SPACE SOLID WITH NON-SHRINK GROUT CONC. SLAB PER STRUCTURAL FIRESTOPPING 4" DIA CI DRAIN PER PLUMBING STUCCO STRUCTURAL PANEL WHERE OCCURS DETAIL SEALANT AT TOP OF MEMB. FASTENER AT TOP OF FLASHING GI STUCCO SCREED GI FLASHING HEMMED 12" MEMBRANE APPLIES TO SUBSTRATE W/ CALIF SEALANT CONC TOPPING SLAB SETTING BED LEVEL 2 (PODIUM) CONC SLAB SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) DRAINAGE BOARD 14 - 20
- 15
- CONC. STRL SLAB GROUT SET DRAIN ASSEMBLY REBAR PER STRL PLANTER DRAIN COMPACTED BACKFILL CMU WALL PLANTER CONCRETE TOPPING SLAB DRAINAGE COMPOSITE W.P. MEMBRANE PLANTER BASE ELEVATED SLAB DETAILS AD-41 21 PLANTER @ PODIUM 13 DECK TO WALL @ PEDESTAL PAVERS9 DECK TO WALL @ PAVERS 5 DECK TO WALL @ TOPPING SLAB1 DRAIN @ PLANTER W.P. @ PLANTER 14 DRAIN @ PEDESTAL PAVERS 10 DRAIN @ PAVERS 6 DRAIN @ TOPPING SLAB
2 PENETRATIONS @ PLANTER W.P. TERMINATION @ PLANTER CONC DECK DRAIN @ PAVERS 12 15 PODIUM DECK WP - PEDESTAL PAVERS11 PODIUM DECK WP- CONC PAVERS 7 8 W.P @ PIPE PENETRATION
4 PODIUM DECK WP- TOPPING SLAB
3 16 181920 222324 PLANTER BASE SLAB TRANSITION TROUGH @ WALL & PLANTER D.S. CONNECTION STOREFRONT SILL @ PEDESTALS STOREFRONT SILL @ CONC PAVERS STOREFRONT SILL @ TOPPING SLAB COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 21312/6/2022  W.R.B. TWO-PLY "WEATHER TEX" BY FORTIFIBER BUILDING SYSTEMS GROUP OR APPROVED EQUAL. WEATHER RESISTIVE BARRIER (W.R.B.), SUPER JUMBO TEX 60 MINUTE BUILDING PAPER OVER WEATHERSMART HOUSE WRAP. FORTIFIBER FORTIFLASH OR APPROVED EQUAL. SELF ADHESIVE, HEALING FLASHING (S.A.F.) 12" WIDE (U.N.O.) 25 MIL (U.N.O.), 25 MIL (U.N.O.) ADHERE S.A.F. TO CLEAN, DUST FREE BACKING AND USE CHEMICALLY COMPATIBLE PRIMERS & W.R.B. WITH ADHESIVE SIDE. S.A.F. GSM FLASHING STUCCO ACCESSORIES SHALL BE CEMCO "WATER MANAGEMENT SERIES", 25 GA. MATERIAL WITH A G-90 GALVANIZED COATING OR ARCHITECT APPROVED EQUAL. GSM FLASHING METAL SHALL BE SHOP FABRICATED USING A MINIMUM 26 GA. G-90 GALVANIZED SHEET METAL WITH SOLDERED JOINTS (U.N.O.) , UNLESS NOTED OTHERWISE. ICC - ESR 2097 REPORT PLI-DEK “F” SYSTEM = PLI-DEK 1-HOUR / CLASS “A” FIRE RATED IMPERVIOUS SURFACE, FIBERGLASS AND RESIN REINFORCED WATERPROOF DECK COATING WITH KNOCKDOWN TEXTURE APPLIED AS PER MFG SPECIFICATIONS. COLOR TBD. WWW.PLIDEK.COM 800-364-0287 IMPERVIOUS SURFACE ALL DECK TO WALL/THRESHOLD TRANSITIONS TO BE PRE-TREATED WITH PD RESIN AND REINFORCEMENT FABRIC PRIOR TO EXTENDED FOUNDATION SCREED INSTALLATION AND AFTER BASE COAT INSTALLATION. GU80 TOP COAT AND GS88 PIGMENTED SEALER TO BE INSTALLED VERTICALLY IN CONJUNCTION WITH DECK SYSTEM FINISH COATS. PRE-TREATMENT EXT. GRADE PLYWOOD SUBSTRATE SLOPE LATH 2. 5 LBS / SQ.YD. GALVANIZED (DIPPED) EXPANDED METAL 96" X 27" MINIMUM 3/4" EXTERIOR GRADE T&G, BLOCK ALL UNSUPPORTED JOINTS AND FASTEN WITH SCREWS AT DECKS. SEE STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. COVER ALL JOINTS WITH PLI-DEK SEAM PAPER. FOR RATED ASSEMBLY CONSTRUCTION, SEE ICC - ESR 2097 REPORT, SECTION 4.4.1. 1/4" = 1'-0", SLOPE MUST BE BUILT INTO FRAMED SUBSTRATE. STAPLES CORROSION-RESISTANT STAPLES. FASTEN LATH TO EXTERIOR GRADE PLYWOOD. WALL EDGE LAP NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER. DRAIN MANUFACTURER - THUNDERBIRD PRODUCTS, 800-658-2743, THUNDERBIRDPRODUCTS.COM NP1 SONOLASTIC POLYURETHANE SEALANT OR APPROVED EQUAL. EXPOSED SEALANT SHALL BE CHECKED ANNUALLY AND MAINTAINED PER MANUFACTURERS RECOMMENDATION TO MAINTAIN A WATER TIGHT SEAL. SEALANT OVER
UNDER

SUBSTRATE

SLOPE REMOVABLE DRAIN CAP FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS 2 - 4
-
2"MIN.
8"
4" MINIMUM LAP PATIO DRAIN PATIO TO WALL FLASHING
4 15 12
8 NOTES 10 20 16 PATIO AT CMU PLANTER WALL 11 CON-DEK SYSTEM 3 1 PATIO PLAN - LOW WALL WITH DRAIN
2 LAPPED GSM "L" FLASHING 3 BEDS OF SEALANT 1" APART CONTINUOUS BEAD OF SEALANT AT OVERLAP SEAM GSM "L" FLASHING BOND BREAKER POLYETHYLENE TAPE TO BE USED AS BOND BREAKER, REQUIRED BETWEEN ACRYLIC PLASTER AND PAINT FINISHES AND ALL WEEPING SOLID LEG FLASHING. TAPE SHOULD RUN FROM THE SOLID VERTICAL LEG TO 1/8" FROM FRONT EDGE. ANY APPLIED FINISHE THAT CREATES A BOND BETWEEN THE PLASTER AND METAL SHALL BE BROKEN WITH UTILITY KNIFE AND SHALL BE MAINTAINED AS SUCH. 2" MIN. 2"
6"
3/4" VERIFY CON-DEK SYSTEM ASTM C-920 POLYURETHANE JOINT SEALANT AFTER COMPLETION OF CON-DEK FINISH COAT CEMCO #7 WEEP SCREED WITH BOND BREAKER TAPE EXT.CEM. PLAS OVER 5/8" TYPE "X" GYP BD O/ PLYWD SHTG WHERE OCCURS SEE - SEE STRUCTURAL 2X6 FRAMING CON-DEK SYSTEM BY PLI-DECK SYSTEM OVER CONCRETE STRUCTURAL SLAB - SEE STRUCTURAL DRWG PLAN REFERENCE SUBSTRATE TO DRAIN 16 GAUGE STAINLESS STRAINER (BY OTHERS) STRUCT. CONC. SLAB CON-DEK SYSTEM BONDERIZED 26 GA GALV. "L" FLASHING - ATTACHED WITH FASTENERS AS RECOMM. BY CON-DEK MANUF. GSM SCUPPER MIN. CON-DEK ASSEMBLY THICKNESS SECTION A: SCUPPER DRAIN CONTINUOUS 1/2" BEAD OF SEALANT ALL FOUR SIDES OF GSM "COLLAR" FLASHING 3/4" HEM SIDE AND TOP EDGES OF GSM "SCUPPER" FLASHING TO ALIGN WITH EXTERIOR FINISH. EXTEND BOTTOM LOCK HOOK SEAM OF SCUPPER 3/4" BEYOND "COLLAR" FLASHING TO ACCOMMODATE CONDUCTOR HEAD CONNECTION WIDTH OF SCUPPER NOT TO EXCEED 4" AT OCCUPIED ROOF . 4" 2"
6" GSM "L" FLASHING LAPPED OVER SCUPPER 3 BEDS OF SEALANT 1" APART CONTINUOUS BEAD OF SEALANT AT OVERLAP SEAM CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION SCUPPER (DECK SIDE) PARALLEL W/ IMPERVIOUS SURFACE SEE SCUPPER DETAIL. FOR ADDITIONAL INFORMATION SEE DETAILS OVER
OVER
UNDER
A INTEGRAL STUCCO SCREED 3 SIDES. SEE PROFILE SECTION SEALANT AT JOINT 2 - 8
-
4"
8" 2"
6" 4" MIN. LAP1" SEE SCUPPER
DETAIL
1"
4" MIN. LAP

SUBSTRATE SLOPE
2" IMPERVIOUS SURFACE STOP, HEIGHT TO TOP OF IMPERVIOUS SURFACE DOOR AND THRESHOLD ASSEMBLY PER DOOR SCHEDULE GSM 1 PIECE DOOR FLASHING PAN APPLY JOINT SEALANT AFTER COMPLETION OF IMPERVIOUS SURFACE SYSTEM FINISH COAT AND PRIOR TO DOOR THRESHOLD INSTALLATION IMPERVIOUS SURFACE PRE-TREATMENT O/ BASE COAT O/ GSM 1 PIECE DOOR FLASHING PAN WALL ASSEMBLY BEYOND 4" MINIMUM 1/2" MAX. POST (PER PLAN) IMPERVIOUS SURFACE POST BASE PER STRUCTURAL, GSM "L" FLASHING SHALL LIE VERTICALLY FLAT AGAINST THE POST AND POST BASE PRE-TREATMENT O/ BASE COAT O/ GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION PARALLEL W/ IMPERVIOUS SURFACE 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. APPLY JOINT SEALANT AFTER COMPLETION OF IMPERVIOUS SURFACE SYSTEM FINISH COAT W.R.B. O/ S.A.F. O/ FOUNDATION SCREED FLASHING GSM "L" FLASHING 2 PIECE "C" SHAPED GSM "L" FLASHING OVERLAP ASSEMBLY IN THE DIRECTION OF SLOPE "C" SHAPE SHALL BE PRE-MADE AND SOLDERED OVER
UNDER NOTE: FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER, SEE DETAIL "WALL FLASHING" FOR TYPICAL REQUIREMENTS AT LAP. 2"
1 1/2" BUILD UP BASE COAT CRICKET WITH 1/4" RISE ON UP SLOPE SIDE 4" 4"
3" INTERIOR FINISH FLOOR FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAIL FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAIL 2 -
8 -
2 -
3 AD-52 SUBSTRATE SLOPE

SUBSTRATE
SLOPE
3 1/2" MIN. LAP FOR ADDITIONAL INFO. ON SECTION A SEE DETAIL . FOR ADDITIONAL INFO. ON SECTION B SEE DETAIL . FOR ADDITIONAL REQUIREMENTS AND INFO. SEE DETAIL .

B
A SADDLE FLASHING IMPERVIOUS SURFACE PRE-TREATMENT O/ BASE COAT O/ GSM DECK EDGE METAL GSM DECK EDGE METAL 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. CEMCO # 66 EXPANDED FLANGE CASING BEAD O/ W.R.B. O/ SADDLE FLASHING O/ S.A.F. CEMCO # 12 SOFFIT DRIP EDGE, EXTEND 1" PAST OPENING WHEN DECK EDGE IS FLUSH WITH WALL BEYOND W.R.B. O/ S.A.F. O/ SOFFIT DRIP EDGE CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION PARALLEL W/ IMPERVIOUS SURFACE IMPERVIOUS SURFACE, OVERLAP LATH ON THE FLASHING TO THE EDGE OF THE DECK SURFACE 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. O/ S.A.F. O/ CEMCO #7 PRE-TREATMENT O/ BASE COAT O/ GSM "L" FLASHING 3" MIN. ABOVE FOUNDATION SCREED FLASHING GSM "L" FLASHING APPLY SEALANT AFTER COMPLETION OF IMPERVIOUS SURFACE SYSTEM FINISH COAT SECTION A SECTION B CONC. DECK SURFACE GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION GSM EDGE FLASHING SADDLE FLASHING S.A.F. W.R.B. CEMCO # 66 EXPANDED FLANGE CASING BEAD SADDLE FLASHING 2" 10
- 8
- 2
- CONC. PATIO SLOPE CONC. DECK SLOPE
CONC. DECK SLOPE
12" S.A.F. 4" S.A.F.
4"
WALL CONC. DECK SURFACE GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION PRE-MADE CORNER GSM EDGE FLASHING SADDLE FLASHING CONC. DECK
SLOPE
WALL
WALL CONCRETE DECK SURFACE GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION GSM EDGE FLASHING SADDLE FLASHING CONC. DECK
SLOPE
WALL

WALL SEALANT TO OOZE OUT AND BUTTERED AT JOINT
WALL
WALL CONC. DECK EDGE PERPENDICULAR TO WALL CONCRETE DECK EDGE PROTRUDING BEYOND EXTERIOR WALL CONCRETE DECK EDGE FLUSH WITH EXTERIOR WALL (NOT SHOWN IN DETAIL ) 1 - SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL) POST FLASHING DOOR PAN FLASHING DECK PLAN - SHEET FLOW NOTES: IMPERVIOUS SURFACE TO REMAIN A MINIMUM OF 2" BELOW THE PERIMETER WEEP SCREED. ROOF DECK DRAINAGE, INCLUDING SECONDARY DRAINS, SHALL COMPLY WITH CBC SECTION 1503 AND THE CALIFORNIA PLUMBING CODE. FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS WALL FLASHING DECK DRAIN FACE OF EXTERIOR FINISH NOTE: REFERENCE CON-DEK SPECIFICATIONS FOR PROPER LATH INSTALLATION. FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS GS88 PIGMENTED SEALER CONCRETE DECK - SLOPED TO DRAIN 4 - 16
-
2 - 1
-

SUBSTRATE
SLOPE SUBSTRATE SLOPE SUBSTRATE SLOPE 12
-

SUBSTRATE
SLOPE
8 WALL
- FLASHING GU80 TOPCOAT 3/4" FIBERGLASS WITH PD RESIN (S COATS) PRIMER DECK EDGE METAL WALL FLASHING SADDLE FLASHING DOOR PAN FLASHING CONC. DECK
SLOPE 20
- 20
- 11
-
8 - SADDLE FLASHING 20- POST FLASHING 15
- GS88 PIGMENTED SEALER GU80 TOPCOAT 3/4" FIBERGLASS WITH PD RESIN (S COATS) PRIMER 6"
4" 8"
4"
4"
4"
6"
4" 4"
4"
10" ONE PIECE SOLDERED SADDLE FLASHING PRE-MADE CORNER GSM EDGE FLASHING GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION, EXTEND 1" PAST GSM "L" FLASHING CEMCO # 66 EXPANDED FLANGE CASING BEAD, APPLY O/ W.R.B. CONCRETE DECK SURFACE ONE PIECE SOLDERED SADDLE FLASHING PRE-MADE CORNER GSM EDGE FLASHING GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION, EXTEND 1" PAST GSM "L" FLASHING CEMCO # 66 EXPANDED FLANGE CASING BEAD, APPLY O/ W.R.B. 3 BEDS OF SEALANT 1" APART CONCRETE DECK SURFACE CONC. DECK
SLOPE
CONC. DECK
WALL
SLOPE
WALL
WALL
WALL 3 BEDS OF SEALANT 1" APART TO RECEIVE "L" FLASHING 3 BEDS OF SEALANT 1" APART TO RECEIVE CORNER DECK EDGE FLASHING 3 2
1 4
5 6
3 2
1 4
5 6
1 CONCRETE PATIO EDGE ONE PIECE SOLDERED SADDLE FLASHING 2 3 GSM EDGE FLASHING
4 GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSIO, EXTEND 1" PAST GSM "L" FLASHING 65 CEMCO # 66 EXPANDED FLANGE CASING BEAD. APPLY O/ W.R.B. 3 BEDS OF SEALANT 1" APART CONC. PATIO
SLOPE
6" 4" 4"
4"
4" COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL AD-41.1 EXTERIOR IMPERVIOUS SURFACE (CON-DEK)  City Council 23 – 21412/6/2022  2" 1/2" THICK ASPHALT SATURATED EXPANSION STRIPS HARDSCAPE, SLOPE AWAY 1/4" = 1'-0" SHEATHING MAY OCCUR WIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F O/ CEMCO #3 FLASHING SCREED (MODIFIED) O/ 6" WIDE S.A.F. CEMCO #66 EXPANDED FLANGE CASING BEAD O/ W.R.B O/ S.A.F. AT FINISH SLAB TYPICAL 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED EXTERIOR CEMENT PLASTER O/ W.R.B. CONCRETE SLAB PER STRUCTURAL DRAWINGS 2 1/2" 7/8" 7/8" 3/4" WHEN SHEATHING OCCURS, 1-1/4" WHEN NO SHEATHING IS REQUIRED. 1/2" CEMCO #3 CEMCO #66 ADHERED MASONRY VENEER PER EXTERIOR ELEVATIONS O/ EXTERIOR CEMENT PLASTER SCRATCH AND BROWN (FLOAT) COATS O/ W.R.B.** SHEATHING MAY OCCUR W.R.B. O/ 9" WIDE S.A.F. O/ CEMCO #3 FLASHING SCREED OVER 6" WIDE S.A.F CEMCO #66 EXPANDED FLANGE CASING BEAD O/ S.A.F. O/ W.R.B. 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED FOR S.A.F. EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. 1/2" CEMCO #3 FLASHING SCREED SET IN SEALANT TO CEMCO #66 STUD WALL AT HARDSCAPE SET CEMCO #66 CASING BEAD IN SEALANT AGAINST CEMCO #3 SHEATHING AS OCCURS 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED WHERE S.A.F. IS REQUIRED. EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. WIRE LATH TO BE CUT AT TRANSITION AND INSTALLED WITHOUT ANY CONNECTION TOP TO BOTTOM EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. SHEATHING MAY OCCUR WIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F. O/ SOLID LEG CONTROL JOINT OVER 9" WIDE FLASHING O/ W.R.B CONTROL JOINT AT EACH FLOOR LEVEL, TYP. CONTROL JOINT SHALL BE CONTINUOUS, NOT INTERRUPTED BY VERTICAL CONTROL JOINTS. TOP OF FLOOR SHEATHING TYP. 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED AT FLASHING EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. FLOOR FRAMING PER STRUCTURAL DRAWINGS WIRE TIE WIRE LATH TO BOTTOM FLANGE OF JOINT; NO NAILS, SCREWS OR STAPLES. WIRE LATH TO BE CUT AND INSTALLED WITHOUT CONNECTION TO WIRE LATH ABOVE THE CONTROL JOINT. DOUBLE "J" CONTROL JOINT, TYPICAL AT ALL VERTICAL LOCATIONS. INSTALL OVER THE CONTINUOUS SOLID LEG OF THE JOINT. CUT WIRE LATH AND ATTACH TO SOLID BLOCKING PER ASTM C1063. WIRE TIE LATH TO EACH FLANGE OF THE DOUBLE "J" CONTROL JOINT. DOUBLE "J" CONTROL JOINT. INSTALL OVER THE CONTINUOUS LEG OF THE V VERTICAL DOUBLE "J" CONTROL JOINT. THE HORIZONTAL JOINT SHALL STAND OFF 1/4" FROM THE VERTICAL JOINT ON EACH SIDE TO ALLOW FOR MOVEMENT, CAULK EACH SEPARATION W.R.B. EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. SHEATHING MAY OCCUR WIRE TIE WIRE LATH TO CEMCO #30 CORNER EXPANSION JOINT O/ W.R.B AND EXPANDED METAL LATH * EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. WALL FRAMING PER STRUCTURAL DRAWINGS SHEATHING MAY OCCUR EXPANDED METAL LATH * WALL FRAMING PER STRUCTURAL DRAWINGS SHEATHING MAY OCCUR EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. WALL FRAMING PER STRUCTURAL DRAWINGS; 2x8 MAXIMUM ALLOWED SHEATHING MAY OCCUR EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. WALL FRAMING PER STRUCTURAL DRAWINGS SHEATHING MAY OCCUR CORNER BEAD WIRE LATH O/ W.R.B. O/ S.A.F. SLOPE (SHIM) PLYWOOD SUBSTRATE AND EXT. CEMENT PLASTER FINISH AT 14 DEGREES (3 : 12) SHEATHING MAY OCCUR 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED WIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F. O/ CEMCO #12 SOFFIT DRIP SOFFIT DRIP, EXTEND 2" PAST OPENING EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. CEILING FRAMING PER STRUCTURAL DRAWINGS * EXPANDED METAL LATH * * IF SHEATHING IS APPLIED TO THE CEILING FRAMING, APPLY W.R.B BETWEEN THE SHEATHING AND EXPANDED METAL LATH. CONTINUE CEILING W.R.B. DOWN AND OVER THE WALL W.R.B 2" MINIMUM. EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. WALL FRAMING PER STRUCTURAL DRAWINGS. RAILING BASE PLATE / SLEEVE BY RAILING FABRICATOR RAILING PER ELEVATIONS SEALANT O/ S.A.F AND AROUND COLLAR OF BASE PLATE / SLEEVE S.A.F. O/ BASE PLATE O/ CONTINUOUS S.A.F. WALL CAP SLOPE (SHIM) PLYWOOD SUBSTRATE AND EXT. CEMENT PLASTER FINISH AT 14 DEGREES (3 : 12) BASE PLATE ANCHORS BY RAILING FABRICATOR, FILL PRE-DRILLED HOLE WITH SEALANT IMMEDIATELY PRIOR TO SETTING BASE PLATE 6" MINIMUM
4" MINIMUM WALL FRAMING PER STRUCTURAL DRAWINGS > 6" TO 12" MAX EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B., W.R.B. SHALL OVER LAP SILL W.R.B. AND SILL S.A.F. BY 4" MINIMUM. SLOPE PLYWOOD SUBSTRATE AND EXTERIOR CEMENT PLASTER FINISH AT 14 DEGREES (3 : 12) EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ SILL W.R.B. O/ SILL S.A.F. USE 18" WIDE S.A.F. WHEN RECESS EXCEEDS 7". EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. TUCKED UNDER FLASHING BEHIND CONTROL JOINT FOR ADDITIONAL INFORMATION SEE DETAILS SHEATHING MAY OCCUR W.R.B. O/ "FLASHING PANEL" O/ W.R.B. TUCKED BEHIND "FLASHING PANEL", PROVIDE MINIMUM CUT OUT IN W.R.B. AROUND PENETRATING ITEM. EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. WALL FRAMING PER STRUCTURAL DRAWINGS PENETRATING ELEMENT SEE MEP AND/OR OTHER CONSTRUCTION DOCUMENTS TO IDENTIFY NEED W.R.B. FROM ABOVE O/ "FLASHING PANEL" O/ W.R.B. TUCKED BEHIND PANEL UP TO PENETRATING ITEM 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED AT FLASHING QUICKFLASH WEATHERPROOFING PRODUCTS "FLASHING PANEL", IDENTIFY THE PENETRATING ITEM AND PROVIDE APPLICABLE FLASHING PANEL. USE NON-CORRODING ANCHORS PROVIDE 3/16" ROLLED OR ANGLED STUCCO GROUND EDGE TO PERMIT PLASTER TO KEY UNDERNEATH THE EDGE FOR ADDED ADHESION G.S.M. FLASHING METAL INTEGRAL 7/8" STUCCO SCREED ALL FOUR SIDES 4" 4"
4"
4" PENETRATION OPENING TO BE 1" WIDER AND TALLER THAN THE PENETRATING ITEM TO ALLOW 1/2" WIDE SEALANT JOINT ON ALL SIDES OF PENETRATING ITEM PENETRATING ITEM (WIDTH OR HEIGHT) PLUS 9"
1/2" 1/2" G.S.M. FLASHING COLLAR W.R.B. O/ 9" WIDE NAIL ON FLASHING O/ W.R.B WIRE LATH O/ W.R.B. O/ COLLAR O/ 9" WIDE NAIL ON FLASHING EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. SHEATHING MAY OCCUR 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED WHERE S.A.F. IS REQUIRED. W.R.B. O/ 9" WIDE S.A.F. O/ FLASHING COLLAR SEALANT AND BACKER ROD; ALL SIDES PENETRATING ELEMENT SEE MEP AND/OR OTHER CONSTRUCTION DOCUMENTS TO IDENTIFY PENETRATING ITEMS WALL FRAMING PER STRUCTURAL DRAWINGS EXTERIOR WALL PENETRATION FLASHING COLLAR EXTERIOR SIDE BLOCKING AS REQUIRED TO PROVIDE REQUIRED LATH ATTACHMENT TO STRUCTURE 4 - EXTERIOR PLASTER SCREED * IF SHEATHING IS APPLIED TO THE CEILING FRAMING, APPLY W.R.B BETWEEN THE SHEATHING AND EXPANDED METAL LATH. CONTINUE CEILING W.R.B. DOWN AND OVER THE WALL W.R.B 2" MINIMUM. 7/8"
1/4" SET PRESERVATIVE TREATED SILL PLATE ON 3 CONTINUOUS BEADS OF NON HARDENING CAULK * EXTERIOR PER PLAN SIDE DECK OR CORRIDOR SIDE EXTERIOR SIDE DECK OR CORRIDOR SIDE 7/8" BELOW GRADE WATERPROOFING. EXTEND MIN. 6" ABOVE SILL UV PROTECTION GALVANIZED 10" TALL SHEET METAL EXTERIOR PLASTER OVER W.R.B. 2" 1/2" THICK ASPHALT SATURATED EXPANSION STRIPS HARDSCAPE, SLOPE AWAY 1/4" = 1'-0" SHEATHING AS OCCURS EXTERIOR PLASTER SCREED BELOW GRADE WATERPROOFING AND TERMINATION BAR. UV STABLE WATERPROOFING MEMBRANE EXTERIOR PLASTER OVER W.R.B. 4" STUD WALL AT GRADE SHEATHING AS OCCURS EXTERIOR PLASTER SCREED SET PRESERVATIVE TREATED SILL PLATE ON 3 CONTINUOUS BEADS OF NON HARDENING CAULK * BELOW GRADE WATERPROOFING. UV STABLE WATERPROOFING MEMBRANE EXTERIOR PLASTER OVER W.R.B. TERMINATION BAR 2" 1/2" THICK ASPHALT SATURATED EXPANSION STRIPS HARDSCAPE, SLOPE AWAY 1/4" = 1'-0" SHEATHING AS OCCURS EXTERIOR PLASTER SCREED SET PRESERVATIVE TREATED SILL PLATE ON 3 CONTINUOUS BEADS OF NON HARDENING CAULK * WATERPROOFING OVER STRUCTURAL SLAB UV PROTECTION GALVANIZED 10" TALL SHEET METAL EXTERIOR PLASTER OVER W.R.B. DRAINAGE MAT 12" S.A. FLASHING 12" WIDE S.A.F. OVER BEAM S.A.F. OVER BLOCKING, LAP OVER W.R.B. W.R.B OVER S.A.F. RUN BEHIND ALL DOUBLE "J" CONTROL JOINTS. STUD WALL AT SPLIT SLAB CONCRETE WALL AT HARDSCAPE EXTERIOR WALL FLASHING DETAILS AT STUCCOAD-51.0 21 OUTSIDE CORNER WALL JOINT13 INSIDE CORNER WALL JOINT 9 5 FLUSH DECK / SOFFIT DRIP FLASHING
6 -SILL AT WALL RECESS STUCCO WALL CAP 1211 FLASHING SCREEDS @ MASONRY VENEER7 16 8 EXTERIOR PLASTER SCREED
4 181920 2224 WALL CONTROL JOINTS AND FLOOR CONTROL / DRAINAGE JOINT WALL PENETRATION W/ COLLAR RAILING @ STUCCO WALL CAP WOOD TO CONC. CTRL JOINT WALL PENETRATION W/ QUICKFLASH - WALL TO CEILING CONTROL JOINT17
-- COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 21512/6/2022 

WALL SCUPPER INTERIOR / DECK SIDE EXTERIOR WALL SCUPPER FLASHING COLLAR EXTERIOR SIDE

COLLAR SCUPPER
HEIGHT PLUS 1"
1/2" 1/2" 1" EXTERIOR WALL SCUPPER FLASHING COLLAR PROVIDE 3/16" ROLLED OR ANGLED STUCCO GROUND EDGE TO PERMIT PLASTER TO KEY UNDERNEATH THE EDGE FOR ADDED ADHESION INTEGRAL 7/8" STUCCO SCREED ALL FOUR SIDES WIRE LATH O/ W.R.B. O/ SCUPPER FLASHING COLLAR O/ 9" WIDE S.A.F. O/ W.R.B IMPERVIOUS SURFACE STOP, HEIGHT VARIES EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. SHEATHING MAY OCCUR 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED WHERE S.A.F. IS REQUIRED. WIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F. O/ SCUPPER FLASHING COLLAR SEALANT AND BACKER ROD, 4 SIDES LINE OF IMPERVIOUS SURFACE WALL SCUPPER 4" 4"
4"
4"

SCUPPER HEIGHT
PLUS 1" COLLAR OPENING TO BE 1" TALLER AND WIDER THAN SCUPPER TO ALLOW 1/2" WIDE SEALANT JOINT TO WALL SCUPPER PROVIDE 3/16" ROLLED OR ANGLED STUCCO GROUND EDGE TO PERMIT PLASTER TO KEY UNDERNEATH THE EDGE FOR ADDED ADHESION G.S.M. FLASHING METAL 4"

FUNCTIONAL
HEIGHT
2"
1'-0 7/8"
11 7/8"
VARIES
SEE A-D55

SCUPPER HEIGHT

PER PLAN FIELD VERIFY

FIELD VERIFY

SCUPPER DEPTH
2" IMPERVIOUS SURFACE STOP, HEIGHT VARIES
4"
VARIES
SEE A-D55 INTEGRAL 7/8" STUCCO SCREED
7/8" G.S.M. FLASHING METAL WALL FRAMING PER STRUCTURAL DRAWINGS; 2x8 MAXIMUM ALLOWED SHEATHING MAY OCCUR W.R.B. O/ JAMB S.A.F O/ SILL S.A.F. O/ GSM CORNER SADDLE FLASHING O/ SILL BIB FLASHING O/ W.R.B. JAMB S.A.F O/ SILL S.A.F. O/ GSM SADDLE FLASHING SLOPE
14 DEGREES
(3 : 12) SLOPE (SHIM) PLYWOOD SUBSTRATE AND EXT. CEMENT PLASTER FINISH SILL FRAMING JAMB FRAMING EXTERIOR SIDE DECK SIDE 6"
8" 6" 6" 4"
6"
4"
10"
12" GSM CORNER SADDLE FLASHING SILL S.A.F. JAMB S.A.F.
1 SILL BIB FLASHING O/ W.R.B., INSTALL ON BOTH SIDES OF WALL OPENING 2 3
4 SLOPE
14 DEGREES
(3 : 12)
4"
4"

WIDTH OF OPENING PER PLAN
4"
4" HEAD FRAMING JAMB FRAMING EXTERIOR SIDE DECK SIDE
4"
8" SHEATHING MAY OCCUR 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED WIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F. O/ SOFFIT DRIP O/ W.R.B. SOFFIT DRIP, EXTEND 2" PAST OPENING EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. EXPANDED METAL LATH * WALL FRAMING PER STRUCTURAL DRAWINGS CEILING FRAMING PER STRUCTURAL DRAWINGS *17 A-D51 768 W.R.B. FORTIFIBER FORTIFLEX 6" TO BE APPLIED STRETCHED OVER AND ACROSS CORNER SOFFIT DRIP, EXTEND 1" PAST OPENING9 W.R.B. O/ S.A.F. O/ JAMB S.A.F. O/ CEMCO #12 SOFFIT DRIP O/ CORNER FORTIFLEX 6"
EXTEND 2" PAST OPENING
6" CONTINUE JAMB 18" WIDE S.A.F. LAYERS TO TOP OF OPENING LAPPING SUCCESSIVE LAYERS BELOW A MINIMUM 2" 5 2" MIN.

LAP EXTERIOR SIDE DECK SIDE
OVER
UNDER SHEATHING MAY OCCUR 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. O/ JAMB S.A.F. WALL FRAMING PER STRUCTURAL DRAWINGS FOLD LINE (UP) CORNER BEAD FOLD LINE (UP) A
-
B
-
C
-
4"
6"
4" JAMB EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. EXTERIOR SIDE DECK SIDE EXTERIOR SIDE DECK OR CORRIDOR SIDE PER PLAN 6"
6"
4"
7/8"
3 7/8" MAX WIDTH
4" 4" 7/8"
7/8"
7/8"

SCUPPER HEIGHT
PER PLAN EXTERIOR WALL FLASHING DETAILS AT STUCCOAD-51.1 21 1314 12 15 DECK SCUPPER 11 EXT. WALL OPENING FLASHING 8 4
3 16 181920 222324 17
-
-
- EXTERIOR PLASTER SCREED
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-
-
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-
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--- COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 21612/6/2022  CEMCO #12 SOFFIT DRIP; EXTEND 2" PAST OPENING
4 1/2" MINIMUM W.R.B. O/ HEAD S.A.F W.R.B. O/ 9" WIDE WEEP S.A.F. O/ CEMCO #12 SOFFIT DRIP O/ W.R.B. 4 1/2" MINIMUM FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT SHEATHING MAY OCCUR W.R.B. O/ BUTTERED SEALANT O/ NAILING FLANGE O/ WINDOW SETTING SEALANT O/ JAMB S.A.F. DOOR AND FRAME PER DOOR SCHEDULE APPLY LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW APPLY LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW DOOR AND FRAME PER DOOR SCHEDULE DOOR SEAL "PEMKO" S88D OR APPROVED EQUAL SHEATHING MAY OCCUR HEADER PER STRUCTURAL 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. W.R.B. O/ S.A.F. O/ #6 HEAD DRIP APPLIED FOAM TRIM MAY OCCUR, SEE EXTERIOR ELEVATIONS 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED SHEATHING MAY OCCUR 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED W.R.B. O/ CEMCO 4" J-SERIES CASING BEAD O/ S.A.F. CASING BEAD TO EXTEND UP TO DOOR HEAD DOOR SEAL "PEMKO" S88D OR APPROVED EQUAL 1/2" MIN1/2" FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT CORNER FLASH (BEYOND) APPLIED FOAM TRIM; SEE EXTERIOR ELEVATIONS W.R.B. O/ SILL PAN S.A.F. (WEEP S.A.F.) O/ CEMCO #3 FLASHING SCREED O/ DOOR HEAD S.A.F. 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. BACKER ROD & SEALANT CEMCO #6 HEAD DRIP, EXTEND 1" PAST EACH SIDE OF DOOR FRAME 1/2" LOW EXPANSION FOAM APPLY WITHIN SHIM CAVITY HEAD JAMB HEAD SLOPE PER PLAN SL
3 : 12
1/4"
MIN. 1/2" APPLIED FOAM TRIM MAY OCCUR, SEE EXTERIOR ELEVATIONS SL 3 : 12
1/4"
MIN.

SL 3 : 12 APPLIED FOAM TRIM MAY OCCUR, SEE EXTERIOR ELEVATIONS 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. WRAP S.A.F. INTO JAMB AND DOWN O/ DOOR FLASHING PAN AND "L" METAL BACKER ROD & SEALANT DOOR FRAME WITH INTEGRAL STOP OUTSWING DOOR FACE OF WALL BEYOND "PEMKO" 282D 1/4" ELEVATOR THRESHOLD PAN SET IN CONTINUOUS BEADS OF SEALANT - AD-55 "PEMKO" 274D SADDLE SET IN SEALANT PER MANUFACTURER 3 THRESHOLD ANCHORS, DO NOT PENETRATE FLASHING PAN THRESHOLD STOP, "PEMKO" 1842DS OR APPROVED EQUAL SET IN CONTINUOUS BEAD OR SEALANT INTERIOR EXTERIOR SLOPE PER PLAN DOOR DOOR FRAME WITH INTEGRAL STOP FACE OF WALL BEYOND DOOR BOTTOM "PEMKO" 345D OR APPROVED EQUAL INTERIOR FINISH FLOOR IMPERVIOUS SURFACE - AD-55 "PEMKO" 158D OFFSET SADDLE SET IN SEALANT PER MANUFACTURER THRESHOLD PAN SET IN CONTINUOUS BEADS OF SEALANT 3 THRESHOLD ANCHORS, DO NOT PENETRATE FLASHING PAN DOOR DOOR FRAME WITH INTEGRAL STOP FACE OF WALL BEYOND DOOR BOTTOM "PEMKO" 345D OR APPROVED EQUAL, SEAL TO DOOR DOOR HARDSCAPE INTERIOR FINISH FLOOR FLOORING UP TO 1/4" THICK DOOR BOTTOM "PEMKO" 3452DV OR APPROVED EQUAL, SEAL TO DOOR CORRIDOR 1/4" MIN.
1/2" MAX. DOOR FRAME WITH INTEGRAL STOP FACE OF WALL BEYOND DOOR BOTTOM "PEMKO" 345D OR APPROVED EQUAL INTERIOR FINISH FLOOR FLOORING UP TO 1/4" THICK IMPERVIOUS SURFACE - AD-55 "PEMKO" 183D 1/4" ELEVATOR
1/4" MIN.
1/2" MAX. "PEMKO" 158D OFFSET SADDLE SET IN SEALANT PER MANUFACTURER THRESHOLD PAN SET IN CONTINUOUS BEADS OF SEALANT 3 THRESHOLD ANCHORS, DO NOT PENETRATE FLASHING PAN 2" DOOR DOOR FRAME WITH INTEGRAL STOP FACE OF WALL BEYOND DOOR BOTTOM "PEMKO" 345D OR APPROVED EQUAL, SEAL TO DOOR 1/2" MAX. * FINISH INTERIOR FINISH FLOOR FLOORING UP TO 1/4" THICK VERIFY
1/4" MAX THRESHOLD STOP, "PEMKO" 1842DS OR APPROVED EQUAL SET IN CONTINUOUS BEAD OR SEALANT1/4" MAX 1/8" SADDLE TO

DOOR BOTTOM
1/2" MAX. **
1/4"
1/8" SADDLE TO

DOOR BOTTOM
1/4" MAX ****
1/8" SADDLE TO

DOOR BOTTOM
1/8" SADDLE TO

DOOR BOTTOM
1/4" MAX ****
1/4" MAX. VERT. RISE **
1/2" MAX. * IMPERVIOUS SURFACE FOR ADDITIONAL INFORMATION SEE DETAILS 3 - 4
- INTERIOR FINISH FLOOR
1/8" SADDLE TO

DOOR BOTTOM
1/2"*
1/4" MAX. VERT. RISE ** FOR ADDITIONAL INFORMATION SEE DETAILS 3 - 4
- "PEMKO" SADDLE SET IN SEALANT PER MANUFACTURER CONCRETE ANCHOR, PROVIDE THREE ANCHORS MINIMUM 1/2"*
1/2" MAX. *
1/4" MAX. VERT. RISE **
1/4" MAX. VERT. RISE **
1/4" MAX. VERT. RISE **
1/2"*
1/4" MAX. VERT. RISE ** "PEMKO" 183D 1/4" ELEVATOR PLASTER MOULD O/ SEALANT O/ S.A.F. O/ DOOR JAMB W/ BEAD OF SEALANT AT JAMB AND MOULD 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. JAMB S.A.F. DOWN O/ DOOR FLASHING PAN AND "L" METAL 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. FOR ADDITIONAL INFORMATION SEE DETAILS 1/4"
MIN. SHEATHING MAY OCCUR DOOR AND FRAME PER DOOR SCHEDULE LOW EXPANSION FOAM APPLY WITHIN SHIM CAVITY 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. PLASTER MOULD O/ SEALANT O/ S.A.F. O/ DOOR HEAD W/ BEAD OF SEALANT AT HEAD AND MOULD APPLIED FOAM TRIM MAY OCCUR, SEE EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION SEE DETAILS 4 - 3
-
1 AD-53
3 - APPLIED FOAM TRIM MAY OCCUR, SEE EXTERIOR ELEVATIONS PLASTER MOULD O/ SEALANT O/ S.A.F. O/ DOOR JAMB W/ BEAD OF SEALANT AT JAMB AND MOULD JAMB S.A.F. DOWN O/ DOOR FLASHING PAN AND "L" METAL FOR ADDITIONAL INFORMATION SEE DETAILS3 sim - SHEATHING MAY OCCUR 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED DOOR AND FRAME PER DOOR SCHEDULE JAMB JAMB FOR ADDITIONAL INFORMATION SEE DETAILS 4 - HEAD W.R.B. O/ BUTTERED SEALANT O/ NAILING FLANGE O/ WINDOW SETTING SEALANT O/ SILL PAN S.A.F. O/ CORNER FLASHING O/ DOOR HEAD S.A.F. 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED PLASTER MOULD O/ SEALANT O/ S.A.F. O/ DOOR HEAD W/ BEAD OF SEALANT AT HEAD AND MOULD 4 -
4 - FOR ADDITIONAL INSTALLATION INFORMATION AT WINDOW SEE DETAIL CEMCO #3 FLASHING SCREED, WHEN REQUIRED BY DETAIL 3 THIS SHEET. SET IN SEALANT OVER PLASTER MOULD "PEMKO" 158D OFFSET SADDLE SET IN SEALANT PER MANUFACTURER CONCRETE ANCHOR, PROVIDE THREE ANCHORS MINIMUM THRESHOLD PAN SET IN CONTINUOUS BEADS OF SEALANT SLOPE PER PLAN SHEATHING MAY OCCUR 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED 1/4" W.R.B. O/ CEMCO 4" J-SERIES CASING BEAD O/ S.A.F. WRAP S.A.F. INTO JAMB AND DOWN O/ DOOR FLASHING PAN AND "L" METAL JAMB DOOR SEAL "PEMKO" S88D OR APPROVED EQUAL 1/2" MIN 1/2" VERIFY FRAME WIDTH WITH WALL REQ'MT. VERIFY FRAME WIDTH WITH WALL REQ'MT. HEAD DOOR SEAL "PEMKO" S88D OR APPROVED EQUAL 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED APPLIED FOAM TRIM MAY OCCUR, SEE EXTERIOR ELEVATIONS BACKER ROD & SEALANT FOR ADDITIONAL INFORMATION SEE DETAILS 4 - VERIFY FRAME WIDTH WITH WALL REQ'MT. CEMCO #6 HEAD DRIP 1/2" SHEATHING MAY OCCUR HEADER PER STRUCTURAL W.R.B. O/ S.A.F. O/ #6 HEAD DRIP 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. O/ 5/8" TYPE "X" DENS GLASS GOLD EXTERIOR SHEATHING APPLIED FOAM TRIM MAY OCCUR, SEE EXTERIOR ELEVATIONS SL
3 : 12 BACKER ROD & SEALANT
1/4"
MIN. VERIFY FRAME WIDTH WITH WALL REQ'MT. 5/8" GYPSUM WALLBOARD FINISH 5/8" GYPSUM WALLBOARD FINISH 5/8" GYPSUM WALLBOARD FINISH 5/8" GYPSUM WALLBOARD FINISH 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. O/ 5/8" TYPE "X" DENS GLASS GOLD EXTERIOR SHEATHING 1/2" 1" 1/2" 1" FRAMING PER STRUCTURAL 2-HR RATED WALL PER PLAN 1-HR RATED WALL PER PLAN FRAMING PER STRUCTURAL FRAMING PER STRUCTURAL 2-HR RATED WALL PER PLAN FRAMING PER STRUCTURAL 1-HR RATED WALL PER PLAN FRAMING PER STRUCTURAL FRAMING PER STRUCTURAL HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE DOOR PER SCHEDULE HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE DOOR PER SCHEDULE HOLLOW METAL DOOR FRAME HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE PER DOOR SCHEDULE LOW EXPANSION FOAM APPLY WITHIN SHIM CAVITY LOW EXPANSION FOAM APPLY WITHIN SHIM CAVITY CEMCO #3 - INSTALL FLASHING SCREED AS REQUIRED BY DETAIL. EXTEND THE SCREED 2" PAST THE ROUGH OPENING AT BOTH ENDS. SET SCREED ONTO HEAD PLASTER MOULD WITH SEALANT. NOT REQUIRED IF THE DOOR IS PROTECTED BY A MINIMUM 30" DEEP EAVE OR SOFFIT THAT IS WITHIN 24" OF THE DOOR HEAD, THE EAVE OR SOFFIT SHALL EXTEND 30" EACH SIDE OF DOOR . STEP W.R.B. - APPLY W.R.B. IN WEATHERBOARD FASHION AROUND THE INSTALLED DOOR. 2 STEP6A FLASHING PAN - INSTALL ALONG BOTTOM OF OPENING, SET IN SEALANT AND FASTEN THROUGH THE VERTICAL LEGS ONLY TO THE ROUGH FRAMING JAMBS. WEEP S.A.F. - ADHERE 9" WIDE S.A.F. OVER CEMCO #3 FLASHING SCREED. EXTEND THE S.A.F. 2" PAST THE CEMCO #3 FLASHING SCREED AT BOTH ENDS; S.A.F. REQUIRED WITH CEMCO #3 . STEP 16B STEP STEP 7 "L" METAL - INSTALL AT DECK TO WALL TRANSITION, PROVIDE SOLID BACKING AT VERTICAL LEGS AND INSTALL WITH A MINIMUM 4" LAP BETWEEN PIECES. STEP 3 PLACE DOOR - PLACE THE DOOR IN THE ROUGH OPENING. PLUMB, SQUARE, AND SHIM THE DOOR, THEN FASTEN THE DOOR FRAME TO THE JAMB STUDS. STEP 4 JAMB S.A.F. - ATTACH A STRIP OF S.A.F. ALONG EACH SIDE OF JAMB, ADHERING TO THE ROUGH FRAMING AND DOOR JAMB. ALIGN EDGE OF S.A.F. TO INSIDE OF DOOR FRAME JAMB . THE S.A.F. SHALL OVERLAP THE "L" METAL AND PAN FLASHING AND EXTEND 12" ABOVE THE HEAD ROUGH OPENING. PRIME SUBSTRATE AS REQUIRED BY S.A.F. MANUF. STEP 5 HEAD S.A.F. - ADHERE S.A.F. ABOVE THE ROUGH OPENING. EXTEND THE S.A.F. 13" PAST THE ROUGH OPENING AT EACH END. ALIGN THE BOTTOM EDGE OF THE S.A.F. WITH THE BOTTOM OF THE DOOR FRAME HEAD. STEP5A PLASTER MOULD. - APPLY PLASTER MOULD TO DOOR FRAME ON CONTINUOUS SEALANT. PLASTER MOULD SHALL ALIGN WITH INSIDE EDGE OF DOOR FRAME. PLASTER MOULD SHALL BE BACK PRIMED.

ROUGH OPENING WIDTH CEMCO #3 - SET FLASHING SCREED IN SEALANT TO PLASTER MOULD HEAD. STEP JAMB S.A.F STEP 4 2" 6A STEP6B WEEP S.A.F. - ADHERE O/ CEMCO #3 FLASHING SCREED. 2"
ROUGH OPENING WIDTH PLUS 26"
2" STEP PLASTER MOULD - APPLY PLASTER MOULD TO DOOR FRAME ON CONTINUOUS SEALANT. 5A SECTION AA ROUGH OPENING WIDTH PLUS 8" STEP 3 PLACE DOOR
ROUGH OPENING WIDTH PLUS 4" STEP 5 HEAD S.A.F.
4"
4 2
-
-A
B
- 10
-
7"
2" 4" LAP TYP4" 4" LAP TYP
VERIFY STEP STEP STEP 5
-B
A
12" ROUGH OPENING WIDTH PLUS 26" HEAD S.A.F. ADHERED JAMB S.A.F. FLASHING PAN ATTACH FLASHING PAN AT VERTICAL SIDES ONLY ROUGH OPENING WIDTH F.F. 10 - 13" STEP 3 PLACE DOOR

COORDINATE WITH THRESHOLD
4"
LAP PAN FLASHING* - SOLDER ALL JOINTS. WHEN "L" FLASHING HAS LESS THAN A 2" VERTICAL RISE BETWEEN THE DECK AND PAN, CONSTRUCT PAN AND "L" FLASHING AS INTEGRAL ONE PIECE. COORDINATE PAN DEPTH AND LIP HEIGHT WITH EACH SPECIFIC THRESHOLD, FABRICATE PAN TO MAXIMIZE DEPTH YET ELIMINATE THRESHOLD ANCHOR PENETRATIONS THROUGH THE PAN. 4"
4"
1/8"
MIN
LIP
4"
ROUGH OPENING - 1/8"
4"
2" SECTION BB

VERIFY STEP
1 2 STEP "L" FLASHING* * COAT GSM "L" AND PAN FLASHING WITH PROTECTIVE MEMBRANE AT WOOD DECKS PER DETAIL 8/AD-55 POLYURETHANE SEALANT FORTIFIBER MOISTOP SEALANT OR APPROVED EQUAL. AT A MINIMUM, EXPOSED SEALANT SHALL BE CHECKED ANNUALLY AND MAINTAINED PER MANUFACTURERS RECOMMENDATION TO MAINTAIN A WATER TIGHT SEAL. CORNER FLASHING MEMBRANE WITH A RUBBERIZED ASPHALT CORE TLS LABS. GS 100 SERIES OR APPROVED EQUAL NOTE: CAULK ENDS OF THRESHOLDS, AND UNDER FULL LENGTH OF LEGS TO DOOR FLASHING PAN TO MAINTAIN WATER TIGHT INSTALLATION. W.R.B. WEATHER RESISTIVE BARRIER (W.R.B.), TWO -PLY WEATHER TEX BY FORTIFIBER BUILDING SYSTEMS GROUP. SUPER JUMBO TEX 60 MINUTE BUILDING PAPER OVER WEATHERSMART HOUSE WRAP. S.A.F. FLASHING MULTI-LAYERED COMPOSITE POLYOLEFIN FLASHING 12" WIDE (U.N.O.) FORTIFIBER MOISTOP NEXT OR APPROVED EQUAL SEALANT CORNER FLASH SELF ADHESIVE, HEALING FLASHING (S.A.F.) 12" WIDE (U.N.O.) 25 MIL (U.N.O.) FORTIFIBER FORTIFLASH OR APPROVED EQUAL. ADHERE S.A.F. TO CLEAN, DUST FREE BACKING USING CHEMICALLY COMPATIBLE MATERIALS AND/OR PRIMERS. PROVIDE SOLID WOOD BACKING OR SHEATHING BEHIND ALL AREAS TO RECEIVE SELF ADHESIVE, HEALING FLASHING. GSM FLASHING METAL SHALL BE SHOP FABRICATED USING A MINIMUM 26 GA. BONDERIZED GALVANIZED SHEET METAL WITH SOLDERED JOINTS U.N.O.. STUCCO ACCESSORIES SHALL BE CEMCO WATER MANAGEMENT SERIES, 25 GA. MATERIAL WITH A G-90 GALVANIZED COATING OR ARCHITECT APPROVED EQUAL, UNLESS NOTED OTHERWISE. GSM FLASHING BOND BREAKER POLYETHYLENE TAPE TO BE USED AS BOND BREAKER, REQUIRED BETWEEN ACRYLIC PLASTER AND PAINT FINISHES AND ALL WEEPING SOLID LEG FLASHING. TAPE SHOULD RUN FROM THE SOLID VERTICAL LEG TO 1/8" FROM FRONT EDGE. ANY APPLIED FINISH THAT CREATES A BOND BETWEEN THE PLASTER AND METAL SHALL BE BROKEN WITH UTILITY KNIFE AND SHALL BE MAINTAINED AS SUCH. SHEATHING MAY OCCUR HEADER PER STRUCTURAL 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. W.R.B. O/ 9" WIDE WEEP S.A.F. O/ CEMCO #3 FLASHING SCREED O/ DOOR HEAD S.A.F. 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED SHEATHING MAY OCCUR 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED DOOR AND FRAME PER DOOR SCHEDULE HEAD JAMB APPLIED FOAM TRIM MAY OCCUR, SEE EXTERIOR ELEVATIONS PLASTER MOULD O/ SEALANT O/ S.A.F. O/ DOOR FRAME HEAD FOR ADDITIONAL INFORMATION SEE DETAILS DOOR AND FRAME PER DOOR SCHEDULE CEMCO #3 FLASHING SCREED, WHEN REQUIRED BY DETAIL 3 THIS SHEET. SET IN SEALANT OVER PLASTER MOULD SL
3 : 12 APPLIED FOAM TRIM; SEE EXTERIOR ELEVATIONS
1/4"
MIN. 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. 4
- JAMB S.A.F. DOWN O/ DOOR FLASHING PAN AND "L" METAL 3 - 5/8" GYPSUM WALLBOARD FINISH PLASTER MOULD O/ SEALANT O/ S.A.F. O/ DOOR FRAME JAMB VERIFY FRAME WIDTH WITH WALL REQ'MT. 5/8" GYPSUM WALLBOARD FINISH 1/4" FRAMING PER STRUCTURAL FRAMING PER STRUCTURAL DOOR SHIM DOOR SHIM BOND BREAKER INTERIOR EXTERIOR DOOR FLASHING DETAILS AT STUCCOAD-52.0 TRANSOM WINDOW - DOOR 5 1-HR EXTERIOR DOOR RECESSED DOOR 14 DOOR 10 MULLION DOOR - WINDOW 6 UNIT DOOR @ BALCONY/DECK 12
8 NOTES
4 DOOR FLASHING PAN INSTALLATION3 16 181920 222324 UNIT DOOR @ BALCONY / DECK UNIT PRIMARY DOOR @ INT. CORRIDOR 2-HR EXTERIOR DOOR -
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- COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 21712/6/2022  DOOR SEAL "PEMKO" S88D OR APPROVED EQUAL DOOR PER SCHEDULE UL RATED 16 GA. FACTORY PRIMED HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE, GROUT SOLID GYPSUM BOARD AT FURRED WALL CONDITIONS SEALANT AND BACKER ROD 3/4" C.M.U. WALL PER PLAN 3/4" DOOR SEAL "PEMKO" S88D OR APPROVED EQUAL DOOR PER SCHEDULE UL RATED 16 GA. FACTORY PRIMED HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE, GROUT SOLID CONCEAL CONCRETE FRAME ATTACHMENT, DIMPLE FRAME AND APPLY BONDO OVER FASTENER SEALANT AND BACKER ROD CONCRETE WALL WITH 3/4" CHAMFER ON ALL EDGES OF OPENING, TYPICAL INTERIOR EXTERIOR INTERIOR EXTERIOR EXTERIOR DOOR FLASHINIG DETAILS AD-52.1 HOLLOW MTL DOOR @ CONC/CMU 4 3
2 8
7 6
5 121110
9 161514 201918 24232221 17 13
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--- COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 21812/6/2022 

FOR ADDITIONAL INFORMATION SEE DETAILS
4 - SHEATHING MAY OCCUR HEADER PER STRUCTURAL FRAMING PER STRUCTURAL LABELED 90 MIN. DOOR PER DOOR SCHEDULE LABELED HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE VERIFY FRAME WIDTH WITH WALL REQ'MT. 2-HR RATED WALL PER PLAN 1/2" 1/2" 1/2"
MIN LABELED 60 MIN. DOOR PER DOOR SCHEDULE VERIFY FRAME WIDTH WITH WALL REQ'MT. 1/2" 1/2" 1/2"

MIN FOR ADDITIONAL INFORMATION SEE DETAILS
4 - SMOKE AND DRAFT CONTROL AS SPECIFIED OR SCHEDULED LABELED 20 MIN. DOOR PER DOOR SCHEDULE VERIFY FRAME WIDTH WITH WALL REQ'MT. 20 MIN. WOOD DOOR FRAME WOOD FRAME CASING, APPLY SEALANT AT WALL 1-HR RATED WALL PER PLAN SHEATHING MAY OCCUR HEADER PER STRUCTURAL FRAMING PER STRUCTURAL 1-HR RATED FIRE PARTITION PER PLAN SMOKE AND DRAFT CONTROL AS SPECIFIED OR SCHEDULED SMOKE AND DRAFT CONTROL AS SPECIFIED OR SCHEDULED LABELED HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE 3 THRESHOLD ANCHORS 1/4" 1/4" MAX. VERT. RISE
1/2" MAX. LOW EXPANSION FOAM APPLY IN SHIM CAVITY SEALANT AT FRAME TO WALL SHEATHING MAY OCCUR HEADER PER STRUCTURAL FRAMING PER STRUCTURAL SEALANT AT FRAME TO WALL UNIT INTERIOR CORRIDOR INTERIOR "PEMKO" 183D 1/4" ELEVATOR "PEMKO" 274D SADDLE SET PER MANUFACTURER 1/4" 1/4" MAX. VERT. RISE
1/2" MAX. 3 THRESHOLD ANCHORS
1/8" SADDLE TO

DOOR BOTTOM
1/8" SADDLE TO
DOOR BOTTOM "PEMKO" 274D SADDLE SET PER MANUFACTURER
1/4" 1/4" MAX. VERT. RISE
1/2" MAX. "PEMKO" 183D 1/4" ELEVATOR "PEMKO" 2746D SADDLE SET PER MANUFACTURER 3 THRESHOLD ANCHORS 1/8" SADDLE TO
DOOR BOTTOM FLOOR LEVEL WITH CORRIDOR FLOOR THRESHOLD "C" THRESHOLD "B" THRESHOLD "A" FLOOR 1/8" ABOVE CORRIDOR FLOOR FLOOR 1/8" ABOVE CORRIDOR FLOOR INTERIOR DOOR DETAILS 20-MIN. CORRIDOR UNIT ENTRY DOOR AD-52.2 2-HR INTERIOR DOOR 1-HR INTERIOR DOOR COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
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 City Council 23 – 21912/6/2022  2 4
5 6
7 8 1" BELOW TOP OF HEAD FLASHING 1" MIN PAST BASE SILL FLASHING SILL FLASHING: 12" WIDE NOF - EXTEND 12" BEYOND R.O. EA. SIDE - FASTEN AT TOP EDGE ALONG R.O. BASE JAMB FLASHING: 9" WIDE NOF SEALANT: CONT. 3/8" BEAD OF SEALANT ON BACKSIDE OF WINDOW FLANGE (PLACE SEALANT ON OUTBOARD EDGE OF FLANGE OR ALONG PREPUNCED HOLES 9 BASE HEAD FLASHING: 12" WIDE SAF - EXTEND 1" BEYOND JAMB FLASHING SILL WRAP: 9" WIDE SAF 40 MIL COMPLETLY COVER R.O. SILL AND SHIELDS AND 3" MIN DOWNLEG INSTALL WINDOW JAMB FLASHING: 6" WIDE SAF OVER WINDOW FLANGE AND BASE JAMB FLASHING NOTE: DETAIL BASED ON FORTIFIBER'S HIGH PERFORMANCE WINDOW FLASHING SYSTEM W/ SILL CORNERS - SEE MANUF. INSTALLATION GUIDELINES FOR MORE DETAILED INFO. 3 SILL CORNERS W/ SEALANT PER MANUF. GUIDELINES (MOISTOP CORNER SHIELD) 3" BEYOND THE WINDOW FLANGE 1 TOP AND BOTTOM MIN 12" WIDE SOLID BACKING ALL FOUR SIDES OF ALL OPENINGS PREPARE SUBSTRATE PER FLASHING AND SUBSTRATE MANUFACTURER'S INSTRUCTIONS SHEATHING MAY OCCUR 3-COAT STUCCO SYSTEM O/ METAL LATH O/ WRB DRIP FLASHING - EXTEND CLOSED ENDS 1" PAST WINDOW FRAME EA. SIDE STUD WALL SL STUD WALL 3-COAT STUCCO SYSTEM O/ METAL LATH O/ WRB 3-COAT STUCCO SYSTEM O/ METAL LATH O/ WRB STUD WALL APPLIED FOAM TRIM SEE EXT. ELEVATIONS APPLIED FOAM TRIM SEE EXT. ELEVATIONS APPLIED FOAM TRIM SEE EXT. ELEVATIONS SL
1 : 2
1 : 2 APPLY LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW BOND BREAKER AT STUCCO TO DRIP FLASHING SHEATHING AS OCCURS FIBER CEMENT SIDING O/ WRB - INSTALL PER MANUF. GUIDELINES STUD WALL APPLY LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW FIBER CEMENT TRIM O/ WRB - INSTALL PER MANUF. GUIDELINES - SEE EXT. ELEV. FOR MORE INFO. BACKER ROD AND SEALANT GAP PER SIDING MANUF. - DO NOT CAULK11 10 GSM DRIP FLASHING W/ CLOSED ENDS (SOLDER SEAMS) 12 PROVIDE WRB PER CODE HEAD FLASHING: 12" WIDE SAF O/ DRIP FLASHING DRIP FLASHING O/ HARDIE TRIM FIBER CEMENT SIDING AND TRIM O/ WRB - INSTALL PER MANUF. GUIDELINES - SEE EXT. ELEV. FOR MORE INFO. SHEATHING AS OCCURS 4" BACKER ROD AND SEALANT FIBER CEMENT SIDING AND TRIM O/ WRB - INSTALL PER MANUF. GUIDELINES - SEE EXT. ELEV. FOR MORE INFO. BACKER ROD AND SEALANT SHEATHING AS OCCURS FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 5 - FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL
5 - 6" FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 5 - FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL
5 - STUD WALL STUD WALL FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 5 - FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL
5 - WRB WEATHER RESISTIVE BARRIER FORTIFIBER 60 MINUTE SUPER JUMBO TEX SELF ADHERED FLASHING FORTIFIBER FORTIFLASH 25 MIL U.N.O. SAF NOF NAIL ON FLASHING FORTIFIBER MOISTOP NEXT SEALANT FORTIFIBER MOISTOP SEALANT GENERAL NOTES 1. VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FOR APPROVAL BY OWNER. 2. UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1/2" GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZE OF THE WINDOW. 3. VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVEL FRAMING SILL WITH CONTINUOUS SUPPORT. 4. SUBSTRATES SHALL BE CLEAN , DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TO FLASHING APPLICATION. 5. WANED LUMBER WILL NOT BE USED @ ROUGH OPENINGS LOCATIONS. 6. FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS. VERIFY MANUFACTURER REQUIREMENTS. 7. PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TO SECURE FLASHING. 8. ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL. 9. USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT WITH THE ADHESIVE SIDE OF THE SELF-ADHERED FLASHING AS REQUIRED BY MANUFACTURER. 10. NAILS TO BE NO MORE THAN 16" ON CENTER OR AS REQUIRED BY MANUF. 11. NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOW LEGEND WRB BOND BREAKER SHEET O/ SAF O/ NOF SHEATHING AS OCCURS STUD WALL APPLY LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW BACKER ROD AND SEALANT GAP PER MANUF. - DO NOT CAULK DRIP CAP FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 5 - VERTICAL CORRUGATED METAL PANEL ON FURRING CHANNELS - INSTALL PER MANUF. DETAILS BACKER ROD AND SEALANT SHEATHING AS OCCURS STUD WALL INTERIOR FINISH FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 5 - VERTICAL CORRUGATED METAL PANEL O/ WRB O/ SHEATHING SHEATHING AS OCCURS BACKER ROD AND SEALANT STUD WALL FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 5 - VERTICAL CORRUGATED METAL PANEL C/ WRB O/ SHEATHING SHEATHING AS OCCURS FIBER CEMENT SIDING O/ WRB - INSTALL PER MANUF. GUIDELINES STUD WALL APPLY LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW BACKER ROD AND SEALANT GAP PER SIDING MANUF. - DO NOT CAULK DRIP FLASHING O/ HARDIE TRIM FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 5 - FIBER CEMENT SIDING AND TRIM O/ WRB - INSTALL PER MANUF. GUIDELINES - SEE EXT. ELEV. FOR MORE INFO. BACKER ROD AND SEALANT SHEATHING AS OCCURS STUD WALL INTERIOR FINISH FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 5 - SHEATHING AS OCCURS FIBER CEMENT SIDING AND TRIM O/ WRB - INSTALL PER MANUF. GUIDELINES - SEE EXT. ELEV. FOR MORE INFO. BACKER ROD AND SEALANT STUD WALL FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 5 - FLASH CLOSURE TRIM FLASH CLOSURE TRIM SHEATHING AS OCCURS STUD WALL APPLY LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW BACKER ROD AND SEALANT GAP PER MANUF. - DO NOT CAULK DRIP CAP FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 5 - COMPOSITE METAL PANELS BACKER ROD AND SEALANT STUD WALL INTERIOR FINISH FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 5 - COMPOSITE METAL PANELS SHEATHING AS OCCURS BACKER ROD AND SEALANT STUD WALL FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 5 - COMPOSITE METAL PANELS SILL CLOSURE TRIM SHEATHING AS OCCURS WINDOW DETAILS (FLUSH CONDITION) AD-53 21 13 WINDOW FLASHING 5 WINDOW HEAD (COMP. MTL.) WINDOW HEAD (CORR METAL) 14 WINDOW HEAD (VERT SIDING) 10 WINDOW HEAD (HORZ SIDING) 6 WINDOW HEAD (STUCCO)
2 WINDOW JAMB (COMP. MTL.) WINDOW SILL (COMP. METAL) WINDOW SILL (VERT SIDING) 12 15 WINDOW JAMB (VERT SIDING) 11 WINDOW JAMB (HORZ SIDING) 7 8 WINDOW SILL (STUCCO)
4 WINDOW JAMB (STUCCO)
3 16 181920 222324 WINDOW JAMB (CORR METAL) WINDOW SILL (CORR METAL) WINDOW SILL (HORZ SIDING) -
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It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 22012/6/2022  WRB WEATHER RESISTIVE BARRIER FORTIFIBER 60 MINUTE SUPER JUMBO TEX SELF ADHERED FLASHING FORTIFIBER FORTIFLASH 25 MIL U.N.O. SAF NOF NAIL ON FLASHING FORTIFIBER MOISTOP NEXT SHEATHING MAY OCCUR 3-COAT STUCCO SYSTEM O/ METAL LATH O/ WRB STUD WALL INTERIOR FINISH STUD WALL INTERIOR FINISH 3-COAT STUCCO SYSTEM O/ METAL LATH O/ WRB 3-COAT STUCCO SYSTEM O/ METAL LATH O/ WRB STUD WALL INTERIOR FINISH SEALANT FORTIFIBER MOISTOP SEALANT SL
3:12 MIN. APPLY LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW BOND BREAKER AT STUCCO TO DRIP FLASHING FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 8 - FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL
8 - FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 8 - 8" 6" 12" 2" RECESS 4" DEPTH OF WINDOW TLS 100 SERIES "A" PIECE NUMBER TLS 100 SERIES "B" PIECE NUMBER GS 108A GS 106A GS 112A GS 102A GS 100A GS 100B GS 100B GS 100B GS 100B GS 100B 8" 12" 2" PIECE 3-1/2" LENGTH OF FLASHING 6" SOLID BACKING, TYP. 2X WALL FRAMING SEALANT EDGE OF END DAM TOOLED SEALANT AT 18" OR LARGER
DEPENDING ON RECESS SILL NOF BIB & SEALANT "A" PIECE "B" PIECE SILL SAF MEMBRANE 4" MIN. 4" SAF END DAMS SAF END DAM WINDOW FLASHING "A" PIECE @ UPPER CORNERS "B" PIECE @ UPPER CORNERS TOP FLASHING (SAF) TOP FLASHING COMBINE WITH CUT LINE SET 40 MIL SILL SAF INTO RECESSED OPENING (CUT SAF AT R.O. AS REQ'D, TYP.), SAF TO BE WRINKLE FREE LAP 1" MIN. 9" ONTO SILL 9" SILL SAF SLOPE SHELF 3:12 MIN. GS 100 SERIES "A" PIECE SIDE WINDOW FLASHING JAMB NOF CORNER FLASHING "B" PIECE SET IN SEALANT AND FASTENED - REMOVE EXCESS SEALANT SEALANT AT UPPER CORNER CORNER FLASHING "A" PIECE FASTENED TO OUTSIDE CORNER WINDOW WINDOW INSTALLED ON CONTINUOUS BEAD OF SEALANT - APPLY SEALANT TO WINDOW FLANGE MOUNTING SURFACE PRIOR TO INSTALLATION. SEALANT BEAD TO BE 3 8" TO 1
2" AND LOCATED TOWARD OUTSIDE EDGE OF FLANGE OR ALONG PRE-PUNCHED HOLES. WET SEALANT SQUEEZE-OUT TO OCCUR CONTINUOUSLY AROUND WINDOW FLANGE. PROVIDE ADDITIONAL WET SEALANT AND CONTINOUSLY BUTTER SEALANT O/ WINDOW FLANGE - EXTEND BUTTERED SEALANT MIN. 1" BEYOND EDGE OF FLANGE - EDGES OF WINDOW FLANGE, HOLES, FASTENERS, ETC., SHALL NOT BE VISIBLE NOF HEAD FLASHING - SET OVER WINDOW FLANGE 18" OR LARGER
DEPENDING ON RECESS 9" SAF - SET ON TOP OF NOF RECESSED OPENING DRIP (AT STUCCO) CEMCO #12 SOFFIT DRIP EDGE O/ SAF 6" 1" RECESSED OPENING SAF O/ DRIP METAL RECESSED OPENING SAF 12" WIDE NOF BIB - FASTEN ALONG TOP EDGE ONLY SPLIT AND FOLD BACK FLAPS OF B PIECE AT SHALLOW RECESSED CONDITIONS SPLIT AND FOLD BACK FLAPS OF B PIECE AT SHALLOW RECESSED CONDITIONS AS REQUIRED APPLY WRB PER CODE SEALANT O/ A PIECE OR BRIDGE PIECE 9" 4"

DEPTH OF
RECESS GS 100 SERIES "B" PIECE SET INTO CORNER (NOTE - REMOVE SQUEEZE-OUT SEALANT AROUND EDGE OF "B" PIECE) NOTE: SAF END DAMS (8"x8" SQUARES OR LARGER AS REQUIRED) WRAP INTO CORNER OF RECESS FRAMING AND FRONT WALL COVERING THE SEAM OF THE GS "A" & GS "B" PIECES PROVIDE SAF BRIDGE PIECE AT DEEP RECESS - WEATHER BD. LAP WITH A AND B PIECES TLS 100 SERIES "B" PIECE WEATHER BD. LAP A AND B PIECES TLS 100 SERIES "A" PIECE

REFER TO

PLANS FOR
DEPTH
4" MIN. 1. FOR WINDOW RECESSES LESS THAN 12" BUT NOT LISTED ABOVE USE A GS 100 SERIES "A" PIECE THAT IS JUST LONGER THAN THE DEPTH OF THE WINDOW RECESS. THIS PIECE CAN BE CUT TO SIZE. MINIMUM LAP PER DIAGRAM ABOVE 2. IF RECESS FRAMING IS DEEPER THAN 12" - BRIDGE GS "A" PIECE TO GS "B" PIECE WITH SAF MEMBRANE. WEATHER BOARD LAP MATERIALS. BRIDGE PIECE TO BE 40 MIL SAF AT SILL, 25 MIL AT HEAD GENERAL NOTES 1. VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FOR APPROVAL BY OWNER. 2. UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1/2" GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZE OF THE WINDOW. 3. VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVEL FRAMING SILL WITH CONTINUOUS SUPPORT. 4. SUBSTRATES SHALL BE CLEAN , DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TO FLASHING APPLICATION. 5. WANED LUMBER WILL NOT BE USED @ ROUGH OPENINGS LOCATIONS. 6. FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS. VERIFY MANUFACTURER REQUIREMENTS. 7. PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TO SECURE FLASHING. 8. ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL. 9. USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT WITH THE ADHESIVE SIDE OF THE SELF-ADHERED FLASHING AS REQUIRED BY MANUFACTURER. 10. NAILS TO BE NO MORE THAN 16" ON CENTER OR AS REQUIRED BY MANUF. 11. NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOW LEGEND APPLIED FOAM TRIM SEE EXT. ELEVATIONS APPLIED FOAM TRIM SEE EXT. ELEVATIONS SL APPLIED FOAM TRIM SEE EXT. ELEVATIONS
1:2 WRB BOND BREAKER SHEET O/ SAF O/ NOF WINDOW DETAILS (RECESSED CONDITION)AD-54 RECESSED WINDOW HEAD 2 8 RECESSED WINDOW SILL
4 RECESSED WINDOW JAMB
3 RECESSED WINDOW FLASHING COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 22112/6/2022  GSM DECK EDGE LAP WHERE OCCURS SEE STRAIGHT LAP BELOW FOR ADDITIONAL INFO. PRE-MADE CORNER SHOP SOLDER ALL JOINTS/CUTS SLOPE 3 BEDS OF SEALANT 1" APART CONTINUOUS BEAD OF SEALANT AT OVERLAP SEAM STRAIGHT LAP SLOPE EDGE METAL STOP HEIGHT 1/8" TO 3/16"
45°
4" NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER. 1x2 WOOD NAILER 2 1/2" 4" RUN METAL LATH TO EDGE OF THE DECK EDGE METAL PRE-TREATMENT O/ BASE COAT O/ GSM DECK EDGE METAL EXT. GRADE PLYWOOD GSM DECK EDGE METAL O/ HORIZONTAL S.A.F. AND O/ VERTICAL CASING BEAD 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. CEMCO # 66 EXPANDED FLANGE CASING BEAD O/ W.R.B. O/ S.A.F. CEMCO # 12 SOFFIT DRIP EDGE EXTEND 1" PAST OPENING WHEN DECK EDGE IS FLUSH WITH WALL BEYOND. SHEATHING MAY OCCUR W.R.B. O/ S.A.F. O/ SOFFIT DRIP EDGE PRE-MADE GSM EDGE FLASHING CORNER WALL EDGE LAP 4" MINIMUM LAP
2" 4" 3-COAT STUCCO CEILING SOFFIT O/ EXPANDED METAL LATH DOOR AND THRESHOLD ASSEMBLY PER DOOR SCHEDULE GSM 1 PIECE DOOR FLASHING PAN APPLY JOINT SEALANT AFTER COMPLETION OF IMPERVIOUS SURFACE SYSTEM FINISH COAT AND PRIOR TO DOOR THRESHOLD INSTALLATION IMPERVIOUS SURFACE PRE-TREATMENT O/ BASE COAT O/ GSM 1 PIECE DOOR FLASHING PAN WALL ASSEMBLY BEYOND 4" MINIMUM 1/2" MAX. POST (PER PLAN) IMPERVIOUS SURFACE FLOOR JOIST OR BLOCKING - CONNECTION POST PER STRUCT. POST BASE PER STRUCTURAL, GSM "L" FLASHING SHALL LIE VERTICALLY FLAT AGAINST THE POST AND POST BASE PRE-TREATMENT O/ BASE COAT O/ GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION PARALLEL W/ IMPERVIOUS SURFACE 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. APPLY JOINT SEALANT AFTER COMPLETION OF IMPERVIOUS SURFACE SYSTEM FINISH COAT W.R.B. O/ S.A.F. O/ FOUNDATION SCREED FLASHING GSM "L" FLASHING 45° NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER. GSM EDGE FLASHING 2 PIECE "C" SHAPED GSM "L" FLASHING OVERLAP ASSEMBLY IN THE DIRECTION OF SLOPE "C" SHAPE SHALL BE PRE-MADE AND SOLDERED OVER
UNDER NOTE: FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER, SEE DETAIL "WALL FLASHING" FOR TYPICAL REQUIREMENTS AT LAP. 2"
1 1/2" SEE SCUPPER DETAIL
2" INTEGRAL STUCCO SCREED BEYOND IMPERVIOUS SURFACE, OVERLAP LATH ON THE FLASHING TO THE EDGE OF THE DECK SURFACE 3-COAT STUCCO SYSTEM O/ METAL LATH BRONZE NO HUB ADAPTER SWEAT-SOLDERED TO PLATE SEALANT JOINT AROUND DRAIN PRIOR TO FINISH COAT GALVANIZED, BONDERIZED DRAIN DECK PLATE DRAIN MANUFACTURER - THUNDERBIRD PRODUCTS, 800-658-2743, THUNDERBIRDPRODUCTS.COM FOR 2" DRAIN- PRODUCT BD2NH-B FOR 3" DRAIN- PRODUCT BD3NH-B 16 GA. STAINLESS STEEL SNAP IN COVER FOR ADDITIONAL INFO. ON SECTION A SEE DETAIL . FOR ADDITIONAL INFO. ON SECTION B SEE DETAIL . FOR ADDITIONAL REQUIREMENTS AND INFO. SEE DETAIL . BUILD UP BASE COAT CRICKET WITH 1/4" RISE ON UP SLOPE SIDE 4" 4" GSM "L" FLASHING LAPPED OVER SCUPPER 3 BEDS OF SEALANT 1" APART CONTINUOUS BEAD OF SEALANT AT OVERLAP SEAM CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION SCUPPER (DECK SIDE) PARALLEL W/ IMPERVIOUS SURFACE OVER
UNDER
OVER
UNDER
OVER
UNDER 2" OR 3" 4" 7/8"
1/8"
4" 6" LAPPED GSM EDGE FLASHING SEE SCUPPER DETAIL. FOR ADDITIONAL INFORMATION SEE DETAILS OVER
OVER
UNDER

SUBSTRATE
SLOPE
3" SECTION A PROFILE SECTION AT DECK SIDE OF SCUPPER
A
3"

SLOPE INTERIOR FINISH FLOOR
B
A SADDLE FLASHING IMPERVIOUS SURFACE PRE-TREATMENT O/ BASE COAT O/ GSM DECK EDGE METAL GSM DECK EDGE METAL 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. CEMCO # 66 EXPANDED FLANGE CASING BEAD O/ W.R.B. O/ SADDLE FLASHING O/ S.A.F. CEMCO # 12 SOFFIT DRIP EDGE, EXTEND 1" PAST OPENING WHEN DECK EDGE IS FLUSH WITH WALL BEYOND W.R.B. O/ S.A.F. O/ SOFFIT DRIP EDGE CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION PARALLEL W/ IMPERVIOUS SURFACE IMPERVIOUS SURFACE, OVERLAP LATH ON THE FLASHING TO THE EDGE OF THE DECK SURFACE 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. O/ S.A.F. O/ CEMCO #7 PRE-TREATMENT O/ BASE COAT O/ GSM "L" FLASHING 3" MIN. ABOVE FOUNDATION SCREED FLASHING GSM "L" FLASHING APPLY SEALANT AFTER COMPLETION OF IMPERVIOUS SURFACE SYSTEM FINISH COAT SECTION A SECTION B DECK SURFACE GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION GSM EDGE FLASHING SADDLE FLASHING INTEGRAL STUCCO SCREED INTEGRAL STUCCO SCREED 3 SIDES. SEE PROFILE SECTION PRE-TREATMENT O/ REINFORCED BASE COAT 60 MIL, 2-COAT PD RESIN FIELD 2 COAT ELASTOMERIC FINISH (GU80 TOP COAT AND GS88 PIGMENTED SEALER) S.A.F. W.R.B. CEMCO # 66 EXPANDED FLANGE CASING BEAD SADDLE FLASHING 2" REMOVABLE DRAIN CAP DECK DRAIN PLATE FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAIL FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAIL FOR ADDITIONAL INFORMATION SEE DETAILS SEALANT AT JOINT FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS 2 - 11
- 14
- 20
-
2 -
8 -
2 - 1
-
2 - 10
- 8
- 2
- 2
- 8
- 2
- 20
-
3 AD-52
4"
8"
4" MINIMUM LAP
4"
8" MINIMUM
12" TYPICAL
4" MINIMUM LAP
4"
8" 2"
6" 4" MIN. LAP1" SEE SCUPPER
DETAIL
1"
4" MIN. LAP
3/8" MIN.
3/8" MIN. 14
- SUBSTRATE SLOPE SUBSTRATE SLOPE INTERIOR EXTERIOR SUBSTRATE SLOPE

SUBSTRATE
SLOPE

SUBSTRATE

SLOPE SUBSTRATE SLOPE

SUBSTRATE

SLOPE SUBSTRATE SLOPE SUBSTRATE SLOPE

SUBSTRATE
SLOPE
12" S.A.F. 4"
2" S.A.F.
4"
WALL DECK SURFACE GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION PRE-MADE CORNER GSM EDGE FLASHING SADDLE FLASHING

SUBSTRATE
SLOPE
WALL
WALL DECK SURFACE GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION GSM EDGE FLASHING SADDLE FLASHING

SUBSTRATE
SLOPE
WALL
WALL
9" X 9" FOR 2" DRAIN or 10" X 10" FOR 3" DRAIN LATH EXT. GRADE PLYWOOD SEALANT TO OOZE OUT AND BUTTERED AT JOINT WALL

WALL DECK EDGE PERPENDICULAR TO WALL DECK EDGE PROTRUDING BEYOND EXTERIOR WALL DECK EDGE FLUSH WITH EXTERIOR WALL (NOT SHOWN IN DETAIL ) 1 - IMPERVIOUS SURFACE

SUBSTRATE
SLOPE GSM "L" FLASHING SHEATHING MAY OCCUR 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. 2x SOLID BACKING REQUIRED BEHIND S.A.F. WHEN SHEATHING NOT PROVIDED W.R.B. O/ S.A.F. O/ FOUNDATION SCREED FLASHING O/ GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION PARALLEL W/ IMPERVIOUS SURFACE APPLY SEALANT AFTER COMPLETION OF IMPERVIOUS SURFACE SYSTEM FINISH COAT IMPERVIOUS SURFACE. OVERLAP LATH ON THE FLASHING TO THE EDGE OF THE DECK SURFACE PRE-TREATMENT O/ REINFORCED BASE COAT O/ GSM "L" FLASHING 3" MIN. ABOVE FOUNDATION SCREED FLASHING LAPPED GSM "L" FLASHING 3 BEDS OF SEALANT 1" APART CONTINUOUS BEAD OF SEALANT AT OVERLAP SEAM GSM "L" FLASHING EXT. GRADE PLYWOOD 3 1/2" MIN. LAP IMPERVIOUS SURFACE STOP, HEIGHT TO TOP OF IMPERVIOUS SURFACE 8 AD-51 IMPERVIOUS SURFACE STOP, HEIGHT TO TOP OF IMPERVIOUS SURFACE REMOVABLE SOFFIT VENT REMOVABLE SOFFIT VENT 6"
4" 8"
4"
4"
4"
6"
4" 4"
4"
10" ONE PIECE SOLDERED SADDLE FLASHING PRE-MADE CORNER GSM EDGE FLASHING GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION, EXTEND 1" PAST GSM "L" FLASHING CEMCO # 66 EXPANDED FLANGE CASING BEAD, APPLY O/ W.R.B. DECK SHEATHING ONE PIECE SOLDERED SADDLE FLASHING PRE-MADE CORNER GSM EDGE FLASHING GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION, EXTEND 1" PAST GSM "L" FLASHING CEMCO # 66 EXPANDED FLANGE CASING BEAD, APPLY O/ W.R.B. 3 BEDS OF SEALANT 1" APART DECK SHEATHING

SUBSTRATE
SLOPE
WALL

SUBSTRATE
SLOPE
WALL
WALL
WALL 3 BEDS OF SEALANT 1" APART TO RECEIVE "L" FLASHING 3 BEDS OF SEALANT 1" APART TO RECEIVE CORNER DECK EDGE FLASHING 3 2
1 4
5 6
3 2
1 4
5 6
1 DECK SHEATHING ONE PIECE SOLDERED SADDLE FLASHING
2 3 GSM EDGE FLASHING
4 GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSIO, EXTEND 1" PAST GSM "L" FLASHING 65 CEMCO # 66 EXPANDED FLANGE CASING BEAD. APPLY O/ W.R.B. 3 BEDS OF SEALANT 1" APART

SUBSTRATE
SLOPE
6" 4" 4"
4"
4" NOTES: IMPERVIOUS SURFACE TO REMAIN A MINIMUM OF 2" BELOW THE PERIMETER WEEP SCREED. ROOF DECK DRAINAGE, INCLUDING SECONDARY DRAINS, SHALL COMPLY WITH CBC SECTION 1503 AND THE CALIFORNIA PLUMBING CODE. FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS SLOPED PLYWOOD CRICKET, TYPICAL 45° FACE OF EXTERIOR FINISH IMPERVIOUS SURFACE EXT. GRADE PLYWOOD EDGE MOUNTED LATH RAIL DECK EDGE METAL WALL FLASHING SEAM PAPER SADDLE FLASHING SCUPPER WALL FLASHING DECK DRAIN 1" MIN. 10" MIN. DOOR PAN FLASHING 6 FOOT MAXIMUM SPAN FROM WALL TO SCUPPER MAXIMUM SPAN BETWEEN 2 SCUPPERS / DRAINS IS THE LESSER OF 12 FEET or 2 TIMES THE DEPTH OF THE DECK 6 FOOT MAXIMUM SPAN FROM WALL TO DRAIN NOTE: REFERENCE PLI-DEK SPECIFICATIONS FOR PROPER LATH INSTALLATION. FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS PLI-DEK SEAM PAPER TO COVER EXT. PLYWOOD PANEL EDGE / JOINTS EXT. PLYWOOD PANEL EDGE / JOINT, TYPICAL OVERLAP LATH 3/4" MINIMUM STAPLE 1-1/2" O.C. ON OVERLAPPED LATH SEAMS STAPLE 2" O.C. AROUND PERIMETER 3"6" 3"
6" 1 1/2"

SUBSTRATE
SLOPE FEATHER PLYWOOD EDGE FLUSH WITH HORIZONTAL SURFACE TYPICAL AT ALL EXPOSED LOCATIONS 12 - 3
- 10
- 20
-
3 - 11
-
8 -
1 - 14
- 16
-
1 - DOOR PAN FLASHING 11
- OFFSET METAL LATH EDGES 6" MIN. FROM EXT. PLYWOOD SEAMS.

SUBSTRATE
SLOPE

SUBSTRATE
SLOPE SUBSTRATE SLOPE SUBSTRATE SLOPE SUBSTRATE SLOPE SUBSTRATE SLOPE SADDLE FLASHING 20 -
8 - POST FLASHING 15
- No. Date Description AD-55 EXTERIOR IMPERVIOUS SURFACE (PLI-DEK) SCUPPER TIE-IN DECK EDGE METAL SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL) POST FLASHING DOOR PAN FLASHING DECK DRAIN COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
4 3 12
8 1110 161514 20
-
-
- DECK TO WALL FLASHING
 City Council 23 – 22212/6/2022  INTERIOR EXT. EXTERIOR PLASTER GALVANIZED WEEP SCREED W/ INTEGRAL SHIELD FLASHING 24 GA BONDARIZED 'L' FLASHING - SEE DETAIL CONC. TOPPING SLAB DRAINAGE MAT SLOPE FINISH SURFACE AND SUBSTRATE PER PLAN W.R.B. 2"
8" 4" WATERPROOFING 6" WIDE SELF ADHERED FLASHING O/ WEEP SCREED 1-1/2" 1/4" ISOLATION STRIP. REMOVE TOP 1/4" OF MATERIAL & FILL GAP W/ SEALANT MATCHING CONCRETE COLOR LAP WEEP OVER HEEL FLASHING DRAINAGE MAT EXTRUDED ALUMINUM "T" W/ 3/8" DIA WEEP HOLES AT 12" O.C. ENSURE HOLES REMAIN CLEAR FOR DRAINAGE SCUPPER (1) PER GUTTER, CENTER WOOD SHEATHING, PER STRL EXTERIOR PLASTER SELF ADHERED FLASHING UNDER T-BAR AND O/ CORNER DRIP SCREED WOOD STUCCO KEY NOTES: 1) REFER TO SMACNA STANDARDS FOR FASTENING & OTHER REQUIREMENTS 2) PROVIDE FIELD MOCK-UP OF THIS DETAIL 2"
1" 2" FLUID-APPLIED WATERPROOFING O/ T-BAR FLANGE. DO NOT COVER WEEP HOLES 1 1/2" CONCRETE TOPPING, PER STRL 6" 6" 8 " WRAP BACK, SOLDER AND SEAL GUTTER AT ENDS
8" 7/8" WIDE GALVANIZED DIVERTER W/ INTEGRAL STUCCO KEY- WELD TO HEEL FLASHING 24 GA BONDERIZED WALL FLASHING HEEL 24 GA. GALV 2" WIDE x 2" DEEP WATER TABLE FLASHING, WELD TO HEEL FLASHING AND SLOPE 1/4" 2" 2 1/16" SOFFIT DRIP
3" W.R.B OVER SAF EXTEND FLASHING HEEL DOWN O/ CORNER DRIP SCREED 1/2" 4"
6 -
2 -

B DECK SURFACE
A GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION GSM EDGE FLASHING SADDLE FLASHING S.A.F. W.R.B. CEMCO # 66 EXPANDED FLANGE CASING BEAD

SUBSTRATE SLOPE
12" S.A.F. 4" S.A.F.
4"
WALL DECK SURFACE GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION PRE-MADE CORNER GSM EDGE FLASHING SADDLE FLASHING

SUBSTRATE
SLOPE
WALL
WALL DECK SURFACE GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION GSM EDGE FLASHING SADDLE FLASHING

SUBSTRATE
SLOPE
WALL

WALL SEALANT TO OOZE OUT AND BUTTERED AT JOINT
WALL
WALL DECK EDGE PERPENDICULAR TO WALL DECK EDGE PROTRUDING BEYOND EXTERIOR WALL DECK EDGE FLUSH WITH EXTERIOR WALL WALL EDGE LAP NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER.

OVER
UNDER

SUBSTRATE
SLOPE
4"
8"
4" MINIMUM LAP LAPPED GSM "L" FLASHING 3 BEDS OF SEALANT 1" APART CONTINUOUS BEAD OF SEALANT AT OVERLAP SEAM GSM "L" FLASHING 10" 10" DOOR AND THRESHOLD ASSEMBLY PER DOOR SCHEDULE DOOR FLASHING PAN O/ DECK CORNER FLASHING O/ FLASHING MEMBRANE. W.P.MEMBRANE O/ CORNER DECK FLASHING CONCRETE TOPPING O/ DRAINAGE MAT O/ W.P. MEMBRANE WALL ASSEMBLY BEYOND 4" MINIMUM 1/2" MAX. INTERIOR FINISH FLOOR FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAIL 4 - INTERIOR EXTERIOR REMOVABLE SOFFIT VENT REMOVABLE SOFFIT VENT CONC TOPPING SLAB DRAINAGE COMPOSITE PRIME COAT FASTENER -PER STRUCTURAL CLEAN & DRY PLYWOOD DECK 6" POLYESTER REINFORCEMENT SET INTO & COVERED OVER WITH FLUID APPLIED WATERPROOFING OVER ALL DECK JOINTS & FASTENERS NOTE: CONFIRM ALL INSTALLATION REQUIREMENTS WITH THE MANUFACTURER. TOP COAT FLOOR DRAIN DRAIN EXTENSION AS REQUIRED FOR DECK THICKNESS TOPPING SLAB CLAMP RING GROUT SET WEEP OPENINGS FLOOR FRAMING PER STRUCT. DWGS. DRAIN PIPE PER PLUMBING PLAN NOTES: AFTER PAINT REMOVAL PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY RUST FORMATION. BONDARIZED WALL FLASHING HEEL - WITH FULLY SOLDERED JOINTS - SEE BONDARIZED 'L' METAL FLASHING, SEE DETAILS BONDARIZED INSIDE CORNER FLASHING - WITH FULLY SOLDERED JOINTS BONDARIZED WALL FLASHING HEEL - WITH FULLY SOLDERED JOINTS - SEE EDGE-TO-WALL TRANSITION DETAIL 10 - BONDARIZED DOOR PAN FLASHING - WITH FULLY SOLDERED SEAMS - SEE 3 AD-52.06
- BONDARIZED OUTSIDE CORNER FLASHING - WITH FULLY SOLDERED JOINTS DECK EDGE SEE DETAIL 3-10- 10 -10- EXT. WALKWAYS AT CORRIDORS WALL TO DECK FLASHING TYPICAL FLASHING TRANSITIONS DECK EDGE AND GUTTER DECK DRAIN DECK FLASHING AT DOOR EXTERIOR DECK W/ CONC. TOPPING SURFACE AD-56 SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL) COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
4 3
2 1
8 6 1210 1615 201918 24232221 17
-
-
-
-
---
-
---
 City Council 23 – 22312/6/2022  EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. 1x PLASTER STOP O/ FLASHING O/ W.R.B. WALL FRAMING PER STRUCTURAL DRAWINGS SHEATHING MAY OCCUR SPECIFIED T.P.O. ROOFING SYSTEM ROOF FRAMING AND SHEATHING PER STRUCTURAL DRAWINGS, FRAMING AND PLYWOOD SUBSTRATE TO SLOPE AS SHOWN ON ARCHITECTURAL ROOF PLAN ( 1/4" : 1'-0" MINIMUM ) GSM "COPING" FLASHING 3 - MINIMUM 5/8" EXTERIOR GRADE PLYWOOD WALL SHEATHING BEHIND ROOFING TOP OF PARAPET PER EXTERIOR ELEVATIONS ROOF SIDE 2x SOLID BLOCK BETWEEN TRUSS TOP CHORD, BLOCK ALL AROUND 2x8 P.T. CURB ALL AROUND. PAINTED GSM STATIC AURA TYPE ATTIC VENT, SIZES AND LOCATIONS AS SHOWN ON THE ROOF PLAN 4" 5" SPECIFIED T.P.O. ROOFING SYSTEM ROOF FRAMING AND SHEATHING PER STRUCTURAL DRAWINGS, FRAMING AND PLYWOOD SUBSTRATE TO SLOPE AS SHOWN ON ARCHITECTURAL ROOF PLAN ( 1/4" : 1'-0" MINIMUM ) GSM "CURB" FLASHING MOUNTED FLASHING FLANGE WITH DRIP, PAINTED. CORROSION RESISTANT SHEET METAL SCREW, SEAL WATER TIGHT STAINLESS STEEL SCREW WITH WATERTIGHT WASHER AT 12" O.C. MINIMUM TWO PER SIDE FOR ADDITIONAL INFORMATION SEE DETAIL 4 - HIGHEST POINT OF ROOF SEE ROOF PLAN COPING LAP BUTT JOINT 6"
ALLOW 1/2"
EXPANSION JOINT AT 10'-0" CENTERS
6"

PREFABRICATED CORNER COPING
1'-0" PLUS COPING WIDTH

BACKUP AND/OR

COVER PLATES
ALLOW 1/2" EXPANSION JOINT AT 10'-0" CENTERS
BACKUP and/or COVER PLATES
6"
6"
6" FOR ADDITIONAL INFORMATION SEE DETAIL CORNER COPING LAP BUTT JOINT 8" OR MINIMUM REQUIRED
BY ROOFING MANUF. STAIR LANDING FRAMING PER STRUCTURAL T.P.O. ROOFING INSTALL PER MANUF. REQUIREMENTS. RUN UP AND OVER CURB ROOF SHEATHING ROOF TRUSSES BY OTHERS FIRE BARRIER AT EXIT ENCLOSURE- SEE PLAN FOR FIRE RATING 2 -
& GSM COPING FLASHING NOTES 1. GSM "ROOF" FLASHING SHALL BE FABRICATED FROM G90 COATED STEEL. 2. ALL FLASHING SEAMS, LAPS AND JOINTS SHALL BE SEALED. 3. CORNER COPINGS SHALL BE SHOP FABRICATED AND SOLDERED WATERTIGHT. 4. PROVIDE CONTINUOUS WOOD BACKING THAT IS SLOPED 1" : 1'-0" TO THE ROOF SIDE. 5. EXTEND THE TPO ROOFING UP OVER THE TOP OF THE WALL UNDER METAL COPING, TYP. 6. ON THE ROOF SIDE, COPINGS ARE FASTENED THROUGH OVERSIZED OR SLOTTED HOLES. 7. ON THE SIDE AWAY FROM THE ROOF, CLEATS FASTENED AT 18" O.C. WITH CORROSION RESISTANT FASTENERS. 8. FASTENERS ARE NOT ALLOWED AT SLOPING HORIZONTAL SURFACES. 9. USE BUTT JOINT WITH BACKUP PLATE AT COPING WIDTHS UP TO 18". SEE SMACNA TABLE 3-1, JOINT J2 10.USE BUTT JOINT WITH COVER AND BACKUP PLATES AT COPING WIDTHS OVER 18". SEE SMACNA TABLE 3-1, JOINT J5. 3" PLUS

REQUIRED
SLOPE
3" VERIFY WALL WIDTH SLOPE TOP OF COPING AT 1" : 1'-0" MINIMUM GSM "COPING" FLASHING; USE 22 GA. TO 12" COPING WIDTH, 20 GA. OVER 12" COPING WIDTH. SEE FLASHING NOTES ABOVE. STAINLESS STEEL SCREW WITH WATERTIGHT WASHER AT 24" O.C. 22 GA. GSM CLEAT SIDE AWAY FROM THE ROOF WOOD BACKING ROOF SIDE 4 5
6 &
7 PER GSM "COPING" FLASHING SOLDER MITERED CORNERS WATERTIGHT 9 10
3" SPECIFIED T.P.O. SYSTEM FRAMING, BLOCKING, ROOF TRUSS AND SHEATHING PER STRUCTURAL PLANS VERIFY EQUIPMENT SIZE AND REQUIRED CLEARANCES WITH EQUIPMENT MANUFACTURER, EQUIPMENT PER M.P.E. PLANS MIN. 8" ABOVE HIGHEST ADJACENT ROOF 22 GA. GSM "CAP" FLASHING, ALL SEAMS SHALL BE FLAT LOCK SOLDERED O/ ROOFING MEMBRANE SWEAT SHEET O/ PLYWOOD CRICKET REQUIRED AT HIGH SIDE OF ROOF PLATFORM IF WIDTH IS GREATER THAN 30"

SLOPE PER ROOF PLAN
1/4" : 12" MINIMUM VERIFY AND COORDINATE ALL BUILT-UP ROOFING DETAILS WITH MANUFACTURER AND INSTALL IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS FOR WARRANTY SPECIFIED 2x PLATFORM FRAMING AND CONNECTIONS TO SUPPORTS BELOW PER STRUCTURAL PLANS MASON INDUSTRIES TYPE SR SPRING ISOLATOR HAVING 1" OF STATIC DEFLECTION. VERIFY QUANTITY AND PLACEMENT REQUIRED. SET IN A BED OF SEALANT. 4" MAXIMUM PENETRATION OPENING TO BE 1" WIDER AND TALLER THAN THE SCUPPER TO ALLOW 1/2" WIDE SEALANT JOINT ON ALL SIDES OF BETWEEN SCUPPER AND COLLAR FLASHING PROVIDE 1/4" ROLLED OR ANGLED STUCCO GROUND EDGE TO PERMIT PLASTER TO KEY UNDERNEATH THE EDGE SCUPPER AND OVERFLOW GSM "COLLAR" FLASHING, EXTERIOR SIDE AWAY FROM ROOF INTEGRAL 7/8" STUCCO SCREED ALL FOUR SIDES, TYPICAL 4" 6" 4"
4 - FOR ADDITIONAL INFORMATION SEE DETAIL GSM "SCUPPER AND OVERFLOW" FLASHING, SET IN PLY OF SEALING MASTIC ROOF FRAMING AND SHEATHING PER STRUCT. DRAWINGS, FRAMING AND PLYWOOD SUBSTRATE TO SLOPE AS SHOWN ON ARCHITECTURAL ROOF PLAN (1/4" : 1'-0" MINIMUM ) SPECIFIED TPO ROOFING SYSTEM

SEE PLAN FOR
FLOOR / CEILING ASSEMBLY WALKING PAD NOTE: 1. NO FASTENERS SHALL PENETRATE THE ROOFING MEMBRANE. UNI-STRUT (SPECIFIED) WALK PAD AT PIPES OR CONDUIT UP TO 1" DIAMETER OR 1/2" THICK RUBBER WALK PADS AS DISTRIBUTED BY THE MEADOWS CO. AT PIPES AND CONDUITS GREATER THAN 1" DIAMETER. PIPE OR CONDUIT METAL STRAP WITH SCREWS ATTACHED TO ALLOW FOR MOVEMENT OF PIPING 4x4 MINIMUM REDWOOD BLOCKING SPACED AT 6'-0" O.C. - FIELD VERIFY (2) DABS OF ROOF CEMENT PLACED BETWEEN BLOCK AND PAD 2"
MIN.
2"MIN.
6" MIN.
2"
MIN.
2"MIN.
6" MIN.
4 - 6
- NOTE: LAP ALL FLASHING AND THE WATER RESISTANT BARRIER IN WEATHERBOARD FASHION. 3 - PARAPET FLASHING ASSEMBLY PART I

CRICKET SLOPE
1/4" : 12"

CRICKET SLOPE
1/4" : 12"
1 21/32"VERIFY
4"
4"
1 11/32" MIN. LAP
SLOPE
1" : 1'-0"
1"
6"
4" 1" ROOF SIDE
4"
6"
1 GSM "INSIDE CORNER" FLASHING, LAP ROOFING AS DETAILED AND EXTEND TO TOP OF LOW PARAPET WALL TPO ROOFING, UP BACK OF LOW PARAPET WALL AND ONTO TOP OF WALL. SEE DETAIL 2 SPECIFIED TPO ROOFING SYSTEM 3 TPO ROOFING O/ GSM "INSIDE CORNER" FLASHING AND TPO ROOFING SYSTEM FLASHING, 2" MIN. LAP O/ ROOFING CAP SHEET 4 GSM INTEGRAL STUCCO SCREED ALL THREE SIDES, SEE DETAIL 5 ONE PIECE SOLDERED GSM "SADDLE" FLASHING, SEE DETAIL6 GSM "SPRING-LOK" FLASHING, SEE DETAIL89 GSM "COPING" FLASHING EXTEND BACK TO GSM "SADDLE" FLASHING, SEE DETAIL 11 1x PLASTER STOP ROOF SIDE 8"
6 SOLID BLOCKING OR SHEATHING REQUIRED BEHIND 1" MINIMUM AND BEYOND COPING FLANGE. 12 - PARAPET FLASHING ASSEMBLY PART III PARAPET FLASHING COMPLETED ASSEMBLY PARAPET FLASHING ASSEMBLY PART II PARAPET FLASHING ASSEMBLY PART IV ROOF SIDE ROOF SIDE SLOPE TO MATCH GSM "COPING" FLASHING, SEE DETAIL EXTERIOR SIDE 3/8" 3/8"

VERIFY EXTERIOR SIDE
4" W.R.B., TUCK UNDER FLASHING 3" MINIMUM. CONTINUE WEATHERBOARD INSTALLATION EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. 12 - 10
2"
MIN.
-2
7 9" WIDE S.A.F., PROVIDE SOLID BLOCKING BEHIND S.A.F. IF SHEATHING IS NOT REQUIRED GSM "SADDLE" FLASHING BLOCKING VARIES
1" GSM "COPING" FLASHING
VERIFY
6"
6" PROVIDE 1/4" ROLLED OR ANGLED STUCCO GROUND EDGE TO PERMIT PLASTER TO KEY UNDERNEATH THE EDGE GSM INTEGRAL STUCCO SCREED 3 -
- 4"
7/8"
4"

WIDTH PER
PLAN + 1"
4"
5"

WIDTH PER
PLAN + 1"
4" 5"
4"
6"
6" LAP SCUPPER OPENING SCUPPER WIDTH PER PLAN WIDTH OF SCUPPER PLUS 2"1'-10" 4" ELEVATION VERIFY DRAIN LEADER MINUS 1/4" PROFILE 1" 1'-2" 1" EQ LEADER SIZE PLUS 1" 1" EQ (2" MAX.)
2" INSERT CONDUCTOR HEAD INTO DRAIN LEADER EQ LEADER SIZE PLUS 3/8" GSM DRAIN LEADER SUPPORT BAND PROVIDE AT FLOOR LINE AND AT MID-FLOOR TYPICAL, 6'-0" O.C. MAX. ATTACH BAND WITH STAINLESS STEEL SCREW WITH WATERTIGHT WASHER; PRE-DRILL AND FILL HOLE WITH CAULK GSM DRAIN LEADER, PRIME AND PAINT. SIZE AS INDICATED PER PLAN. GSM CONDUCTOR HEAD, PRIME AND PAINT 2x SOLID BACKING REQUIRED CONTINUOUS 1/2" BEAD OF SEALANT ALL FOUR SIDES OF GSM "COLLAR" FLASHING EXTERIOR CEMENT PLASTER SCUPPER OPENING 6"
1/2"
1/2" GSM "SCUPPER AND OVERFLOW" FLASHING, ROOF SIDE
1"
2 -
1 11/32" MIN.

LAP
6 -
6"
ALIGN 2" HIGH OVERFLOW ALIGNED WITH TOP OF SCUPPER 2" 2" 1 1/4" 1 1/4" LINE OF WALL FINISH 1" GSM "SPRING-LOK" FLASHING LENGTH OF ROOF SIDE LEG SHALL EXTEND DOWN TO GSM "SPRING-LOK" FLASHING 3/8" CEMCO # 66 EXPANDED FLANGE CASING BEAD
2 1/2" 7/8" COPING WIDTH + 3/4"
4" ROOF SIDE 1/4" 1/4" 1"
8" MINIMUM 16
- LAP ROOF MEMBRANE UNDER CLAMPING RING, TYPICAL 4'-0" 1'-0" NOTES: 1. SEE PLUMBING DOCUMENTS FOR SPECIFIED ROOF AND OVERFLOW DRAINS, DRAIN LEADERS AND ADDITIONAL INFORMATION NOT SHOWN HERE. 2. STEEL FLASHING CLAMP AND UNDER DECK CLAMP SHALL BE USED ON ALL ROOF AND OVERFLOW DRAINS. 3. ROOFING MEMBRANE SHALL BE EXTENDED UNDER STEEL FLASHING CLAMP. 4. OVERFLOW DRAIN SHALL BE FITTED WITH 2" HIGH SOLID WATER DAM. 5. WHEN ROOFING INSTALLATION IS COMPLETE, CONTRACTOR SHALL INSPECT AND TEST ALL ROOF DRAINS TO ASSURE THAT DRAINAGE SYSTEM IS NOT CLOGGED. 8" MIN. (TYP.) 1'-0" ROOF SIDE FACE OF PARAPET OR CURB WHERE OCCURS SECTION SPECIFIED TPO ROOFING SYSTEM ROOF SHEATHING AND TRUSS PER STRUCTURAL DRAWINGS 2x SUPPORT FRAMING AT ROOF DRAIN ROOF OVERFLOW DRAIN DEPRESSION 2" HIGH SOLID WATER DAM AT OVERFLOW DRAIN PRIMARY ROOF DRAIN 2'-0"
1'-0" PLAN 2'-0" 1'-0" LAP BASE AND CAP SHEET 3" MIN. ONTO SILL PLATE METAL DOOR FRAME 4 SIDES DOOR SEAL "PEMKO" S88D ALL 4 SIDES, OR APPROVED EQUAL HOLLOW METAL DOOR PER DOOR SCHEDULE HOLLOW METAL DOOR FRAME ALL 4 SIDES PER DOOR SCHEDULE THRESHOLD PAN SET IN CONTINUOUS BED OF ROOF CEMENT DOOR BOTTOM "PEMKO" 3452DV OR APPROVED EQUAL, SEAL TO DOOR 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED SHEATHING MAY OCCUR W.R.B. O/ 4" J-SERIES CASING BEAD O/ S.A.F. 1/2" MIN DOOR SEAL "PEMKO" S88D OR APPROVED EQUAL 1" FRAMING PER STRUCTURAL 1-HR RATED WALL PER PLAN HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. WRAP S.A.F. INTO JAMB AND DOWN O/ DOOR FLASHING PAN AND "L" METAL BACKER ROD & SEALANT JAMB THRESHOLD 1/2" MIN
5"
4 - FOR ADDITIONAL INFORMATION SEE DETAIL 22
-
3 - TOP OF PARAPET PER EXTERIOR ELEVATIONS ROOF SIDE FOR ADDITIONAL INFORMATION SEE DETAIL 4 - HIGHEST POINT OF ROOF SEE ROOF PLAN METAL PANEL - INSTALL PER MANUF. GUIDELINES MECH. FASTENER SPACING AND ATTACHMENT PER MANUF. HI-TEMP S.A.F. AT FASTENERS W.R.B. FLAT STOCK METAL FLASHING AT JAMB ON HOLLOW METAL DOOR, TYP. 2" TPO COVER STRIP TPO ROOFING DETAILS AD-61.0 GSM SCUPPER & OVERFLOW 14 PARAPET FLASHING, MTL. PANEL6 PARAPET FLASHING, CAP SHEET2 ROOF DRAIN & OVERFLOW DOOR AT ROOF MECHANICAL PLATFORM 15 LOW PARAPET FLASHING @ HIGH PARAPET WALL 11 GSM COPING FLASHING 8 GSM "SADDLE" FLASHING & INTEGRAL STUCCO SCREED
4 3 16 2223 ATTIC VENT 24 PIPE CONDUIT SUPPORT CONDUCTOR HEAD & DOWNSPOUT COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 22412/6/2022 

DURA BLOK - PER MECHANICAL
* VERIFY EQUIPMENT SIZE AND REQUIRED CLEARANCES WITH EQUIPMENT MANUFACTURER * *
* * 2" SQUARE G90 GALVANIZED UNI-STRUT RAILS, TYPICAL. RAILS CENTERED ON COMPRESSOR MOUNTING HOLES 2" SQUARE G90 GALVANIZED UNI-STRUT RAILS, TYPICAL. RAILS CENTERED ON COM HVAC COMPRESSOR PER MECHANICAL PLANS ±7/16" CARRIAGE BOLT. LENGTH AS REQUIRED. 2" SQ x 1/2" THICK RUBBER WASHERS T & B. FOR ADDITIONAL INFORMATION SEE DETAIL SPECIFIED T.P.O. SYSTEM O/ ROOF FRAMING AND SHEATHING PER STRUCTURAL DRAWINGS; FRAMING AND PLYWOOD SUBSTRATE TO SLOPE AS SHOWN ON ARCHITECTURAL ROOF PLAN (1/4" : 1'-0" MINIMUM ) FOR ADDITIONAL INFORMATION SEE DETAIL 4 - SLOPE 22 GAUGE GSM COUNTER FLASHING. FIELD VERIFY DIMENSIONS AND CONDITIONS. SHOP FABRICATE AND SOLDER ALL SEAMS. 4'-0" MINIMUM STAINLESS STEEL DRAW BAND GSM "COPING" FLASHING O/ BUILT-UP ROOFING BASE SHEET AS PRESCRIBED BY SPECIFIED BUILT-UP ROOFING MANUF. SUBSTRATE TO SLOPE 1" : 1'-0", AWAY FROM VENT PENETRATION T.P.O. SYSTEM O/ PLYWOOD SHEATHING AND PARAPET WALL - INSTALL PER MANUF. SPECS. TRASH CHUTE VENT 1/2 DIAMETER OF TRASH CHUTE 8"
1'-4" 2'-0" FIRE BARRIER AT SHAFT, SEE BUILDING PLAN FOR FIRE RATING SEALANT TO BE APPLIED AROUND AND BETWEEN TRASH CHUTE VENT AND TOP OF COUNTER FLASHING SUBSTRATE SLOPE 1" : 12" 6" 1 1/2"
4 - WIRE MESH SCREEN OVER VENT OPENING STAINLESS STEEL SCREWS WITH WATERTIGHT WASHERS INSULATED CONDENSER LINES GSM "COPING" FLASHING 3 A-D61 CUT OPENING 1/2" WIDER THAN CONDENSER LINE SPECIFIED T.P.O. ROOFING SYSTEM SEAL WITH ROOFING MANUF. RECOMMENDED ROOFING CEMENT VERIFY
1/2"
MINIMUM 30" ABOVE FINISH ROOF, SEE ROOF PLAN
8" 8" 6" MAX. 8"
VERIFY
8" 8" VERIFY
SLOPE
2 : 1
2" MAX.
1/2"
2" MAX. TPO CLAD "HOOD" FLASHING, WEATHER BOARD LAP WITH TPO ROOFING MEMBRANE 5"
4"
4" OPENING SHALL BE 2" LARGER THAN CONDENSER LINE
SLOPE
1" : 1'-0"

CRICKET SLOPE
1/4" : 12"

HATCH OPENING

CRICKET SLOPE
1/4" : 12"
HATCH DOOR CRICKET REQUIRED AT HIGH SIDE OF ROOF PLATFORM IF WIDTH IS GREATER THAN 30" WHEN INSTALLED ON A SLOPE, THE HINGE SIDE MUST RUN PARALLEL WITH THE SLOPE. IF SLOPE EXCEEDS 30°, ADVISE FACTORY FOR MODIFICATION. SPECIFIED T.P.O. ROOFING SYSTEM O/ CONTINUOUS CANT. INSTALLED PER MANUFACTURER'S SPECIFICATIONS. FRAMING, BLOCKING, ROOF TRUSS AND SHEATHING PER STRUCTURAL PLANS BIL-CLIP FLASHING SYSTEM BILCO SINGLE LEAF ROOF ACCESS HATCH TYPE F-50T OR APPROVED EQUAL. 4' x 4' UNLESS NOTED OTHERWISE ROOF DRAIN LOCATION PER PLAN CRICKET SLOPE CONSTANT AT 1/4" : 12" ROOF SUBSTRATE SLOPEFLOW LINE ANGLE MIN. 1/4" : 12" 45° 3/8" : 12" 33.5° 1/2" : 12" 26.5° 3/4" : 12" 18.5° FLOW LINE ANGLE MIN. SEE TABLE ABOVE CRICKET FLOW LINE CRICKET SLOPE 1/4" : 12"

ROOF SUBSTRATE
SLOPE PER TABLE CRICKET SLOPE 1/4" : 12" ROOF FRAMING AND SHEATHING PER STRUCTURAL DRAWINGS, FRAMING AND PLYWOOD SUBSTRATE TO SLOPE AS SHOWN ON ARCHITECTURAL ROOF PLAN ( 1/4" : 12" MINIMUM ) SPECIFIED T.P.O. ROOFING SYSTEM

ROOF SUBSTRATE

SLOPE PER TABLE SECTION A
A
- CRICKET, SLOPE 1/4" : 12" PLAN: PARAPET WALL CRICKET AT WALL

CRICKET
SLOPE
1/4" : 12"

ROOF SUBSTRATE
SLOPE PER TABLE CRICKET SLOPE 1/4" : 12" CRICKET TO BE INSTALLED ON RIDGE SIDE OF ANY CHIMNEY OR PENETRATION GREATER THAN 30" AS MEASURED PERPENDICULAR TO THE ROOF SLOPE GREATER THAN 1'-8" PLAN: CRICKET AT ROOF PENETRATION CHIMNEY OR ROOF PENETRATION PARAPET WALL 16 -

CRICKET FLOW LINE
CRICKET FLOW LINE CRICKET SLOPE 1/4" : 12" PER PLAN SLOPE PER PLAN TROUGH

PER STRUCTURAL OR
RECOMMENDED BY ROOFING MANUF. 2" SQUARE G90 GALVANIZED UNI-STRUT RAILS, TYPICAL. RAILS CENTERED ON COMPRESSOR MOUNTING HOLES SPECIFIED T.P.O. SYSTEM O/ ROOF FRAMING AND SHEATHING PER STRUCTURAL DRAWINGS; FRAMING AND PLYWOOD SUBSTRATE TO SLOPE AS SHOWN ON ARCHITECTURAL ROOF PLAN (1/4" : 1'-0" MINIMUM ) SLOPE PER PLAN TRUSSES BY OTHERS 2X BLOCKING PER STRUCTURAL FOR ADDITIONAL INFORMATION SEE DETAIL 4 - TROUGH

PER STRUCTURAL OR
RECOMMENDED BY ROOFING MANUF. 2" SQUARE G90 GALVANIZED UNI-STRUT RAILS, TYPICAL. RAILS CENTERED ON COMPRESSOR MOUNTING HOLES SUPPORT POST PER STRUCT SPECIFIED BUILT-UP ROOFING SYSTEM O/ ROOF FRAMING AND SHEATHING PER STRUCTURAL DRAWINGS; FRAMING AND PLYWOOD SUBSTRATE TO SLOPE AS SHOWN ON ARCHITECTURAL ROOF PLAN (1/4" : 1'-0" MINIMUM ) SLOPE PER PLAN STEEL PLATE PER STRUCT TRUSSES BY OTHERS 2X BLOCKING PER STRUCTURAL 24 GA. G.S.M. DRIP EDGE FLASHING EXTERIOR PLASTER S.A.F. CASING BEAD GUTTER UNIT CORRIDOR SLOPE TO DRAIN PER PLANS ROOF FRAMING PER STRUCTURAL DRAWINGS NON-COMBUSTIBLE FRAMING UNISTRUT SYSTEM VERIFY ATTACHMENT REQUIREMENTS WITH STRUCTURAL - PROVIDE FLASHING/WATER PROOFING AT ROOF PENETRATION 1'-6" 15
- TPO ROOFING ROOF BD. PER TPO MANUF. LAP OVER WALL PER MANUF. TPO ROOFING ROOF BD. PER TPO MANUF. TPO ROOFING FLOW LINE MINIMUM ANGLE, SEE TABLE ABOVE TPO ROOFING DETAILS UNISTRUT / ROOF TROUGH AD-61.1 EAVE AT HIGH ROOF TRANSITION AT STEP 9 CONDENSER LINE FLASHING
1 ROOF HATCH 10 TRASH CHUTE VENT CAP
2 ROOF CRICKETS 12 15
8 4 UNISTRUT @ ROOF TROUGH
3 UNISTRUT SUPPORT 13 DURA BLOCK COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL 20 16 1918 24232221 17 -
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 City Council 23 – 22512/6/2022  2 1
6 5 1110 161514 17 12 VENT THROUGH ROOF NON-RATED ATTIC ACCESS RAKE TO WALL DIVERTER2X FASCIA ROOF UNDERLAYMENT LAP UP WALL EDGE METAL 26 GA GALV MTL ROOF TO WALL FLASHING PAN NO PENETRATIONS TO OCCUR IN PAN EXTEND PAN 2" PAST EAVE CUT, TUCK BACK UNDER PAN AND SEAL WEEP SCREED 'J' METAL NOTES: GUTTER NOT SHOWN FOR CLARITY GYP. BD. CEILING 1/2" PLYWOOD GYP. BD. (THICKNESS TO MATCH CEILING GYP. BD.) ATTACH TO 1/2" PLYWOOD 3/4" 3/4" PROVIDE GYP. BD. J-MOULD AT PERIMETER OF GYP. BD. PANEL 5/8" GYP. BD. AROUND PERIMETER OF OPENING OPENING SIZE PER PLAN PROVIDE GYP. BD. J-MOULD AT PERIMETER OF OPENING 8" 201819 ROOF TILE-EAVE ROOF TILE-TIGHT RAKE RIDGE OR HIP TILE NAILER PER TILE MFG. ROOF TILE - SEE ROOF PLAN - INSTALL PER MFGR. ROOF UNDERLAYMENT UNDER AND OVER NAILER ROOF SHEATHING PER STURCTURAL ROOF FRAMING NOTES: 1. REFER TO TILE MFGR. SPECIFICATIONS FOR INSTALLATION OF TILE REQUIREMENTS 2. PROVIDE NAILING AND WIND CLIPS PER MFGRS. INSTALLATION ROOF TILE-RIDGE/HIP ROOF TILE-VALLEY NOTE: NO PENETRATIONS TO OCCUR THRU VALLEY FLASHING 36" MIN.
1/8" CRIMP 26 GA. GALV. MTL. VALLEY FLASHING. INSTALL PER ROOFING MFGR. LAP ANY JOINTS 6" MIN & SEAL. ROOF TILE - SEE ROOF PLAN - NO FASTENERS IN VALLEY FLASHING ROOF SHEATHING & FRAMING PER STRUCTURAL DRAWINGS ROOF UNDERLAYMENT UNDER VALLEY FLASHING WEAVE ACROSS VALLEY MIN. 12" EACH SIDE 36" WIDE 72 POUND UNDERLAYMENT CENTERED ALONG LENGTH OF VALLEY 2X3 BARGE BOARD 2X2 SPACER EDGE DRIP METAL SEAMLESS ALUMINUM PREFINISHED 4" OGEE GUTTER WHERE OCCURS, SEE ROOF PLAN 2x BLOCKING W.R.B. SHEATHING MAY OCCUR FRAMING PER STRUCTURAL TRUSS HEEL MAY VARY SEE ROOF PLAN/ ELEVATIONS ROOF SHEATHING PER STRUCTURAL ROOF UNDERLAYMENT LAP OVER EAVE RISER BATTENS PER TILE MFGR. EAVE RISER WITH WEEP HOLES PER ROOF TILE MFGR. STARTER BOARD PER ROOF PLAN 3-COAT STUCCO SYSTEM O/ W.R.B. ROOF TILE - SEE ROOF PLAN - INSTALL PER MFGR. ROOF TILE - SEE ROOF PLAN INSTALL PER MFGR. BATTENS PER TILE MFGR. PROVIDE 2X4 CRIPPLERS @ 24" O.C. FOR LATH SUPPORT AT RAKE ENDS OR GABLE END TRUSS 2X4 FLAT AT 24" O.C. RETURN (2) TRUSS BAYS ROOF UNDERLAYMENT LAP DOWN BARGE BOARD 1" ROOF SHEATHING PER STRUCTURAL EDGE METAL W.R.B. SHEATHING MAY OCCUR FRAMING PER STRUCTURAL PER ROOF PLAN 3-COAT STUCCO SYSTEM O/ W.R.B. REFER TO DETAIL FOR ALL INFO. NOT SHOWN HERE. 3 - ROOF TILE-RAKE 2x4 FASCIA BOARD
3 3x8 BARGE BOARD
7 RADIANT BARRIER RADIANT BARRIER
22" X 30" HM. ACCESS PANEL
WITH PLYCO W-1424 LOUVER
6" ROOF TRUSSES @ 24" O.C. REFER TO STRUCTURAL 18 GA. GALV. MTL. FLASHING, PAINTED SEALANT 1 1/2" H.M. ACCESS PANEL PROVIDE PERIMETER WEATHER SEAL GASKETS WITH NON-COMBUSTIBLE METAL EMBER RESISTANT MESH SCREEN -1/6" TO 1/8" MAX (2) 2X BLOCKING @ ACCES PANEL FRAME HEAT WELDED TPO MEMBRANE (2) 2X BLOCKING @ ACCESS PANEL FRAME CONDITION ROOFING AND ROOF ASSEMBLY PER PLAN AND DETAIL MORTAR FILL 18 GA. GALV. MTL. SILL FLASHING, PAINTED TPO ROOF MEMBRANE O/ 1/4" DENS DECK O/ 1" THICK APPROVED RIGID INSULATION O/ PLYWOOD SHEATHING ATTIC ACCESS PANEL PIANO HINGE LATCH W/ TURN LOCK "PLYCO" NO.W-1424 VENT . LOUVER INSERT 22" x 30" H.M. ACCESS PANEL ATTIC VENT LOUVER WITH NON-COMBUSTIBLE METAL MESH SCREEN -1/6" TO 1/8" MAX ATTIC ACCESS DOOR 3 AD-52 SIM. TPO MEMBRANE 3-COAT STUCCO SYSTEM O/ W.R.B. SEALANT & BACKER ROD MCB GAL. MET. CAP FLSH'G OVER HIGH TEMP S.A.F. 1X6 FIRE-RETARDANT TREATED T&G WOOD STARTER BOARDS AT EXPOSED EAVES, FULL BODY STAINED RAKE SEAL - INSTALL PER MFR. SPECS. 4 'S' TILE-ROOF TO WALLROOF UNDERLAYMENT LAP UP WALL 8" MIN WEATHERBOARD LAP W/ FIELD ROOF FELT 3-COAT STUCCO SYSTEM O/ W.R.B. 2X BACKING AT GALV. MTL. FLASHING BATTENS PER TILE MFGR. CONCRETE 'S' ROOF TILE INSTALL PER MFGR. ROOF SHEATHING & FRAMING PER STRUCT SHEATHING MAY OCCUR 'S' TILE-RAKE TO WALL3-COAT STUCCO SYSTEM O/ W.R.B. 3" PER TILE MFGR.
(5 1/2") 2X BACKING AT GALV. MTL. FLASHING CONCRETE 'S' ROOF TILE INSTALL PER MFGR. (NO NAIL PENETRATIONS INTO FLASHING PAN) SHEATHING MAY OCCUR WEEP SCREED 'J' METAL O/ Z BAR 26 GA. GALV. MTL. "Z" BAR FLASHING O/ S.A.F. PRIME & PAINT TO MATCH STUCCO ROOF UNDERLAYMENT LAP UP WALL 8" MIN. BATTEN EXTENDERS PER TILE MFGR DO NOT PENETRATE FLASHING PAN ROOF AND WALL FRAMING PER STRUCT. ROOF SHEATHING 26 GA. GALV. MTL. ROOF TO RAKE WALL FLASHING PAN. NO PENETRATIONS TO OCCUR THROUGH FLASHING PAN 1X6 BACKER BOARD 3" MIN.
3" PER TILE MFGR. 26 GA. GALV. MTL. "Z" BAR FLASHING O/ S.A.F. PRIME & PAINT TO MATCH SIDING WEEP SCREED 'J' METAL O/ Z BAR 1X6 BACKER BOARD CONCRETE FLAT TILE ROOF DETAILS AD-61.2 COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 22612/6/2022  « EXIT TEXT VISUAL EXIT SIGN TACTILE EXIT SIGN 18
- EXIT DOOR PROVIDE ON WALL AT EACH GRADE LEVEL EXTERIOR PROVIDE ON WALL AT EACH EXIT DOOR THROUGH A PROVIDE ON WALL AT EACH DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT DOOR PROVIDE ON WALL AT EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT DOOR BY MEANS OF A STAIRWAY PROVIDE ON WALL AT EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT DOOR BY MEANS OF A RAMP PROVIDE ON DISCHARGE BARRIER WHERE STAIRS CONTINUE BELOW THE LEVEL OF DISCHARGE EXIT DOOR HORIZONTAL EXIT GENERAL NOTES: 1. Finish and contrast shall comply with CBC Section 11B-703.5.1 2. Proportions shall comply with CBC Section 11B-703.5.4 3. Character height shall comply with CBC Section 11B-703.5.5 4. Raised characters and pictoral symbol signs shall comply with CBC Section 11B-703.6 5. Braille shall comply with CBC Section 11B-703.3 6. Mounting location and height shall comply with CBC Section 11B-703.4.1 INTERIOR STAIR DETAILS (STEEL STRINGER & PRE-CAST)AD-71 21 STAIR @ LANDING-TOP 5 STAIR @ LANDING-TOP
1 TACTILE EXIT SIGN PRECAST STAIR - TYPICAL SIDE ELEVATION 10 STAIR @ INT. LANDING 6 STAIR @ INT. LANDING
2 EXIT DOOR IDENTIFICATION RAIL TO WALL 12 MTL. GUARDRAIL / HANDRAIL 11 8 4 STAIR AT SLAB - BOTTOM
3 16 1820 2223 CANE RAIL 24 HANDRAIL EXTENSIONS STRINGER @ LANDING STAIR BARRIER HANDRAIL @ WALL STAIR IDENTIFICATION SIGN 17 COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
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 City Council 23 – 22712/6/2022  11"

TYP RISER

PER SECT
7" MAX 1" TYP 6" 11" TYP TREAD RUN

TYP RISER

PER SECT
7" MAX 1" TYP 6" WOOD STAIR AT LANDING - TOP
1 WOOD STAIR AT INT. LANDING2 WOOD STAIR AT LANDING
3 GUARDRAIL AT WOOD STAIR
6 * TYP 22 AD-71 STAIR LANDING AT WALL
4 WOOD STAIR OPEN RAILING
7 STAIR AT FINISH FLOOR
8 No. Date Description AD-71.1 INTERIOR STAIR DETAILS (WOOD) No. Date Description B 2020-10-16 4TH PC SUBMITTAL COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 22812/6/2022  SHEATHING MAY OCCUR 3-COAT STUCCO SYSTEM O/ METAL LATH O/ WRB STUD WALL INTERIOR FINISH SL STUD WALL INTERIOR FINISH 3-COAT STUCCO SYSTEM O/ METAL LATH O/ WRB 3-COAT STUCCO SYSTEM O/ METAL LATH O/ WRB STUD WALL INTERIOR FINISH APPLIED FOAM TRIM SEE EXT. ELEVATIONS APPLIED FOAM TRIM SEE EXT. ELEVATIONS APPLIED FOAM TRIM SEE EXT. ELEVATIONS 1 : 2 BOND BREAKER AT STUCCO TO DRIP FLASHING
7 -
7 - WRB WEATHER RESISTIVE BARRIER MINIMUM 2-LAYERS FORTIFIBER 60 MINUTE SUPER JUMBO TEX SELF ADHERED FLASHING FORTIFIBER FORTIFLASH BUTYL 30 MIL AT SILL, 20 MIL AT HEAD AND JAMBS U.N.O. SAF BACKER ROD & SEALANT GENERAL NOTES 1. VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FOR APPROVAL BY OWNER. 2. UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1/2" GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZE OF THE WINDOW. 3. VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVEL FRAMING SILL WITH CONTINUOUS SUPPORT. 4. SUBSTRATES SHALL BE CLEAN , DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TO FLASHING APPLICATION. 5. WANED LUMBER WILL NOT BE USED @ ROUGH OPENINGS LOCATIONS. 6. FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS. VERIFY MANUFACTURER REQUIREMENTS. 7. PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TO SECURE FLASHING. 8. ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL. 9. USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT AS REQUIRED BY MANUFACTURER. 10. GSM TO BE MIN. 26 GA G90 GALVANIZED U.N.O. 11. PROVIDE GSM SILL PAN AT STOREFRONT TO FLOOR CONDITION - SEE DOOR SILL PAN DETAILS FOR SIM. INFORMATION LEGEND AND NOTES (APPLIES TO ENTIRE SHEET) WRB O/ SAF O/ GSM HEAD FLASHING O/ SAF O/ CASING BEAD O/ SAF ALUM. STOREFRONT SYSTEM - SEE WINDOW FLASHING DETAIL EXTERIOR FACE BACKER ROD & SEALANT WEATHER RESISTIVE BARRIER EXTERIOR FACE BACKER ROD & SEALANT ALUM. STOREFRONT SYSTEM - SEE WINDOW FLASHING DETAIL 7 - ALUM. STOREFRONT SYSTEM - SEE WINDOW FLASHING DETAIL EXTERIOR FACE BACKER ROD & SEALANT NOF NAIL ON FLASHING FORTIFIBER MOISTOP NEXT WRB BIBB O/ J-METAL CASING BEAD O/ SAF O/ NOF O/ WRB (3 1/2" LEG) WRB O/ SAF O/ J-METAL CASING BEAD O/ SAF SL
1 : 2 BACK DAM - TLS VINYL CORNER SET IN CONT. BEAD OF SEALANT W/ END JOINTS SEALED BIBB 12" WIDE NOF BIBB - EXTEND 12" BEYOND R.O. EA. SIDE "A" PIECE INSTALL TLS LABS 'A' PIECE AT CORNERS PER MANUF. GUIDELINES - SIZE 'A' PIECE TO MATCH R.O. DEPTH SILL SAF MEMBRANE 30 MIL SILL SAF - COMPLETELY COVER R.O. SILL; RUN PAST R.O. 6" MIN. EA. SIDE TO COVER 'A' PIECES; RUN 4" MIN. DOWNLEG "A" PIECE INSTALL TLS LABS 'A' PIECE AT CORNERS - SIZE 'A' PIECE TO MATCH R.O. DEPTH HEAD SAF HEAD SAF - COMPLETELY COVER R.O. HEAD - EXTEND 1" PAST JAMB SAF EA. SIDE; RUN 4" MIN. UPLEG JAMB SAF JAMB SAF - COMPLETELY COVER R.O. JAMB - EXTEND TO 1" ABOVE BOTTOM OF NOF SILL BIBB AND 11" BEYOND R.O. HEAD - RUN 4" MIN. SIDELEG STOREFRONT INSTALL STOREFRONT SYSTEM AND INNER BACKER ROD & SEALANT PER MANUF. RECOMMENDATIONS - MAINTAIN MIN. 3/8" SEALANT JOINT CASING BEAD INSTALL J- METAL CASING BEAD (3-1/2" LEG) AT HEAD, JAMBS, AND SILL - MAINTAIN MIN. 3/8" SEALANT JOINT BETWEEN CASING BEAD AND STORFRONT JAMB SAF INSTALL 9" WIDE JAMB SAF O/ CASING BEAD LEG - ALIGN AT TOP AND BOTTOM WITH BASE JAMB SAF HEAD SAF INSTALL HEAD SAF O/ CASING BEAD - EXTEND 1" PAST JAMB SAF EA. SIDE INSTALL EXTERIOR FACE CONTINUOUS BACKER ROD & SEALANT AT SEALANT GAP SEALANT INSTALL 4" TALL GSM DRIP FLASHING O/ HEAD CASING BEAD (OR O/ TOP OF HARDIE TRIM AT SIDING CONDITION) - RUN FLANGE 6" PAST DRIP ON EACH SIDE; PROVIDE CLOSED ENDS AT DRIP AND SOLDER ALL SEAMS GSM DRIP FLASHING INSTALL 12" WIDE SAF O/ GSM HEAD DRIP FLANGE - RUN 1" PAST EDGE OF JAMB SAF ON EACH SIDE HEAD DRIP SAF INSTALL WRB AT INNER SEAL - MOISTOP SEALANT; AT EXTERIOR FACE - GE SILPRUF 2000 OR DOW CORNING 795 WITH COMPATIBLE OPEN CELL BACKER ROD - 3/8" MIN. SEALANT JOINT WIDTH INNER SEAL BACKER ROD & SEALANT INNER SEAL BACKER ROD & SEALANT INNER SEAL BACKER ROD & SEALANT STOREFRONT DETAILS (FLUSH CONDITIONS) AD-81 NOT USED 5 SF WINDOW HEAD (STUCCO)
1 NOT USED
6 SF WINDOW JAMB (STUCCO)
2 8 NOTES NOT USED
7 SF WINDOW SILL (STUCCO)
3 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL STOREFRONT FLASHING - FLUSH CONDITION 4  City Council 23 – 22912/6/2022  WRB WEATHER RESISTIVE BARRIER MINIMUM 2-LAYERS FORTIFIBER 60 MINUTE SUPER JUMBO TEX SELF ADHERED FLASHING FORTIFIBER FORTIFLASH BUTYL 30 MIL AT SILL, 20 MIL AT HEAD AND JAMBS U.N.O. SAF BACKER ROD & SEALANT GENERAL NOTES 1. VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FOR APPROVAL BY OWNER. 2. UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1" GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZE OF THE WINDOW. 3. VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVEL FRAMING SILL WITH CONTINUOUS SUPPORT. 4. SUBSTRATES SHALL BE CLEAN , DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TO FLASHING APPLICATION. 5. WANED LUMBER WILL NOT BE USED @ ROUGH OPENINGS LOCATIONS. 6. FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS. VERIFY MANUFACTURER REQUIREMENTS. 7. PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TO SECURE FLASHING. 8. ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL. 9. USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT AS REQUIRED BY MANUFACTURER. 10. GSM TO BE MIN. 26 GA G90 GALVANIZED U.N.O. 11. PROVIDE GSM SILL PAN AT STOREFRONT TO FLOOR CONDITION - SEE DOOR SILL PAN DETAILS FOR SIM. INFORMATION LEGEND AND NOTES (APPLIES TO ENTIRE SHEET) NOF NAIL ON FLASHING FORTIFIBER MOISTOP NEXT BIBB 12" WIDE NOF BIBB - EXTEND 12" BEYOND R.O. EA. SIDE "A" PIECE INSTALL TLS LABS 'A' PIECE AT CORNERS - FASTEN/SPLIT AS REQUIRED TO ACCOMMODATE SHELF SLOPE TRANSITION PER MANUF. RECOMMENDATIONS - SIZE 'A' PIECE TO MATCH RECESS R.O. DEPTH (PROVIDE SAF BRIDGE PIECE TO ACCOMMODATE DEEP RECESSES AS REQUIRED) SILL SAF MEMBRANE 30 MIL SILL SAF - COMPLETELY COVER R.O. SILL; RUN PAST R.O. 6" MIN. EA. SIDE TO COVER 'A' PIECES; RUN 4" MIN. DOWNLEG HEAD END DAMS HEAD SAF HEAD SAF - COMPLETELY COVER R.O. HEAD - EXTEND 1" PAST JAMB SAF EA. SIDE; RUN 12" MIN. UPLEG ABOVE JAMB SAF JAMB SAF JAMB SAF - COMPLETELY COVER R.O. JAMB - EXTEND TO 1" ABOVE BOTTOM OF NOF SILL BIBB AND 11" BEYOND R.O. HEAD - RUN 4" MIN. SIDELEG STOREFRONT CASING BEAD INSTALL J- METAL CASING BEAD (3-1/2" LEG) AT HEAD, JAMBS, AND SILL - MAINTAIN MIN. 3/8" SEALANT JOINT BETWEEN CASING BEAD AND STORFRONT JAMB SAF INSTALL JAMB SAF O/ CASING BEAD LEG - ALIGN BOTTOM WITH BASE JAMB SAF AND EXTEND TO 1" BELOW TOP OF HEAD SAF - RUN 9" MIN. SIDELEG INSTALL CONTINUOUS BACKER ROD & SEALANT AT SEALANT GAP SEALANT INSTALL 4" CEMCO #12 SOFFIT DRIP FLASHING O/ EDGE OF HEAD SAF - RUN DRIP 1" PAST OPENING AT EA. SIDE OF JAMB - RUN FLANGE 6" PAST DRIP ON EACH SIDE GSM DRIP FLASHING INSTALL 12" WIDE SAF O/ GSM HEAD DRIP FLANGE - RUN 1" PAST EDGE OF BASE HEAD SAF ON EACH SIDE HEAD DRIP SAF INSTALL WRB SILL NOF SILL END DAMS INSTALL PROTECTION SHEET NOF OVER SILL - RUN 6" MIN. DOWNLEG HEAD SAF INSTALL HEAD SAF O/ CASING BEAD - EXTEND 1" PAST JAMB SAF EA. SIDE AND 12" ABOVE OPENING "A" PIECE INSTALL TLS LABS GS 108A PIECE AT HEAD CORNERS SET IN MOISTOP SEALANT PER MANUF. RECOMMENDATIONS INSTALL 8" WIDE SAF END DAMS - EXTEND TO ENTIRE LENGTH OF HEAD - SPLIT AND EXTEND ONTO FACE OF WALL 4" MIN. SHEATHING MAY OCCUR 3-COAT STUCCO SYSTEM O/ METAL LATH O/ WRB STUD WALL INTERIOR FINISH SL APPLIED FOAM TRIM SEE EXT. ELEVATIONS
1 : 2 BOND BREAKER AT STUCCO TO DRIP FLASHING
5 - WRB O/ SAF/ O/ GSM SOFFIT DRIP ALUM. STOREFRONT SYSTEM - SEE WINDOW FLASHING DETAIL WEATHER RESISTIVE BARRIER INTERIOR FINISH 3-COAT STUCCO SYSTEM O/ METAL LATH O/ WRB APPLIED FOAM TRIM SEE EXT. ELEVATIONS ALUM. STOREFRONT SYSTEM - SEE WINDOW FLASHING DETAIL 5 - WRB O/ SAF O/ CASING BEAD O/ SAF (J-METAL: 3 1/2" LEG W/ 1" LIP) WRB O/ SAF O/ CASING BEAD O/ SAF - (J-METAL: 3 1/2" LEG W/ 1" LIP) UTILIZE TLS LABS 'A' PIECE AT R.O. SILL/SLOPE TRANSITION TO CREATE END DAM - FASTEN, FOLD/TUCK AS REQUIRED TO ACCOMMODATE SHELF SLOPE, AND SET IN MOISTOP SEALANT PER MANUF. RECOMMENDATIONS - WEATHER BOARD LAP ALL FLASHING PIECES 3-COAT STUCCO SYSTEM O/ METAL LATH O/ WRB STUD WALL INTERIOR FINISH APPLIED FOAM TRIM SEE EXT. ELEVATIONS 5 - ALUM. STOREFRONT SYSTEM - SEE WINDOW FLASHING DETAIL WRB O/ NOF O/ J-METAL CASING BEAD O/ SAF (J-METAL: 3 1/2" LEG W/ 1" LIP) WRB BIBB BOND BREAKER SHEET O/ NOF AND SAF WEATHER BOARD LAP WRB WITH BASE LAYER NOF DBL. 1X SHIM DBL. 1X SHIM DBL. 1X SHIM SL
MIN.
3 : 12 EXTERIOR FACE BACKER ROD & SEALANT INNER SEAL BACKER ROD & SEALANT AT INNER SEAL - MOISTOP SEALANT; AT EXTERIOR FACE - GE SILPRUF 2000 OR DOW CORNING 795 WITH COMPATIBLE OPEN CELL BACKER ROD - 3/8" MIN. SEALANT JOINT WIDTH INSTALL STOREFRONT SYSTEM AND INNER BACKER ROD & SEALANT PER MANUF. RECOMMENDATIONS - MAINTAIN MIN. 3/8" SEALANT JOINT EXTERIOR FACE BACKER ROD & SEALANT INNER SEAL BACKER ROD & SEALANT EXTERIOR FACE BACKER ROD & SEALANT INNER SEAL BACKER ROD & SEALANT BACK DAM - TLS VINYL CORNER SET IN CONT. BEAD OF SEALANT W/ END JOINTS SEALED FIREBLOCK PER CODE FIREBLOCK PER CODE FIREBLOCK PER CODE STOREFRONT DETAILS (RECESSED CONDITIONS) AD-82 MAX. 24" RECESSED SF WINDOW HEAD 1 MAX. 24" RECESS SF WINDOW JAMB (STUCCO)
2 5 NOTES
4 MAX. 24" RECESS SF WINDOW SILL (STUCCO)
3 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL STOREFRONT FLASHING - MAX 24" RECESSED CONDITION  City Council 23 – 23012/6/2022  Clerk of the Council Office
www.santa-ana.org/clerk-of-the-council
Item # 24
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
December 6, 2022
TOPIC: Assembly Bill 361
AGENDA TITLE:

Teleconferencing for Meetings of City Council and All Boards, Committees, and Commissions Pursuant to the Provisions of Assembly Bill 361

RECOMMENDED ACTION
Adopt a resolution to consider continuing the use of teleconferencing for City Council, board, committee, and commission meetings pursuant to the provisions of Assembly Bill 361 for the next 30 days.

DISCUSSION
On March 17, 2020, Governor Gavin Newsom issued Executive Order N-29-20, suspending certain provisions of the Brown Act to allow legislative bodies to conduct their meetings completely telephonically or by other electronic means. City Council meetings have been conducted by Zoom, with councilmembers and staff joining from remote locations when necessary.

The suspension of certain provisions of the Brown Act was further extended by Governor Newsom on June 11, 2021 by the issuance of Executive Order N-08-21, which continued to allow completely virtual City Council (and other legislative body) meetings. This order stayed in effect until September 30, 2021.

In response, AB 361 was signed into effect by Governor Newsom on September 16, 2021. It amends the Brown Act to allow legislative bodies to meet virtually, provided there is a state of emergency, and either (1) state or local officials have imposed or recommended measures to promote social distancing, or (2) the legislative body determines by majority vote that meeting in person would present imminent risks to the health and safety of attendees.

The City of Santa Ana’s current practices with respect to live public comment via Zoom already satisfy all of the new requirements in AB 361. Additionally, the individual legislative bodies can make their own findings for the AB 361 teleconferencing City Council 24 – 1 12/6/2022
Assembly Bill 361
December 6, 2022

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Santa Ana City CouncilDecember 6, 2022

Santa Ana City Council
December 6, 2022