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Home My WebLink About41 E Live Oak Ave - 2022 - INTERIOR/ EXTERIOR TI FOR LAW OFFICE. NEW RESTROOMS, OFFICE AREAS, STAIRCASE AND ELEVATOR. (Rev 1)Seal of Approval Seal of Approval Seal of Approval WH L I F E S A F E T Y L E G E N D 1HR FIRE SEPARATION WALL 2HR FIRE SEPARATION WALL EXIT PATH EXIT DISCHARGE FIRE DEPT CONNECTION ACCESSIBLE PATH FIRE EXTINGUISHER CABINET PER IBC SEC 906.2 AND NFPA 10. INSTALL IN ACCORDANCE WITH IBC SEC. 906.9 FE RM NO.ROOM AREA OCCUPANCY OCC. FACTOR 101 LOBBY 1,732 SF BUSINESS 150 TOTAL OCC. 3,868 SF / 150 = 26 O C C U P A N T L O A D 30 30 TOTAL MEN TOTAL WOMEN 102 OFFICE 103 OFFICE 201 OPEN OFFICE 202 TOP AGENT OFFICE 1,669 SF 203 TOP AGENT OFFICE 204 TOP AGENT OFFICE 108 SF 110 SF 110 SF 205 COPY AREA 65 SF 206 PRINCIPAL OFFICE 107 SF 207 BREAK ROOM 229 SF 211 ACCOUNT. OFFICE 105 SF 212 ACCOUNT. OFFICE 132 SF 505 SF 320 SF 60TOTAL BUSINESS 50 1,669 SF / 50 = 34 104 OFFICE 345 SF REQUIRED MALE P L U M B I N G F I X T U R E S 1107, 2902.1 2902.2 EXCEPTION 1 WATER CLOSET PROVIDED 1 PER 125 = 1 2 FEMALE 1 PER 65 = 1 2 11B 2 2 1 PER 200 = 1 2 1 PER 200 = 1 2 2 2 BATHTUBS/SHOWERS 0 0 DRINKING FOUNTAINS 1 PER 500 = 1 1 11B 1 1 OTHER 1 SERVICE SINK 1 SERVICE SINK MALE LAVATORIES FEMALE 11B REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED OFFICE 102 ELEVATOR ELEV. MECH. (E) ELEC. & SERVER SERVER RESTROOM #1 OFFICE 104 LOBBY 101 OFFICE 103 EXIT SEPARATION = 78' - 0 1/2" > 1/3 DIAGONAL OVERAL DIAGONAL = 91' - 3 1/2"COMMON PATH = 60' -3"40" EGRESS WIDTH TR A V E L D I S T A N C E = 1 0 9 ' - 2" TR A V E L D I S T A N C E = 9 7 ' - 5" 72" EGRESS WIDTH40" EGRESS WIDTH DE A D E N D 23 ' - 9 1 / 2 " JANITOR ELEVATOR WOMEN'S MEN'S ACCT OFFICE 211MGR OFFICE 212 PRIN. OFFICE 206 COPY AREA 205 TOP AGT OFFICE 203 TOP AGT OFFICE 202 BREAK ROOM 207 OPEN OFFICE 201 TOP AGT OFFICE 204 COMMON PATH = 20' -6" CL E A R 4' - 6 3 / 8 " DEAD END 32' - 11" TRAVEL DISTANCE = 92' -10" TR A V E L D I S T A N C E = 7 4 ' - 4" C O D E D A T A BUILDING HEIGHT:ALLOWED = 60' -0" ACTUAL = 33' -0"± ... OK! NUMBER OF STORIES:ALLOWED = 3 STORY ACTUAL = 2 STORY... OK! OCCUPANCY:GROUP B -BUSINESS CONSTRUCTION:TYPE VB ALLOWABLE AREA:ALLOWED = 27,000 SF FRONTAGE INCREASE = 0.42 Aa = At + NS x lf = 27,000 + 9,000 X 0.42 = 30,780 SF ACTUAL = 7,792 SF... OK! CHAPTER 3 USE AND OCCUPANCY CHAPTER 5 BUILDING HEIGHTS AND AREAS (TYPE VB, SPRINKLERED) TABLE 504.3 TABLE 504.4 TABLE 506.2 & 506.3.3 BUILDING AREA (TYPE VB, SPRINKLERED, SM)506 CHAPTER 6 TYPES OF CONSTRUCTION TYPE TABLE 601 -TYPE VB PRIMARY STRUCTURAL FRAME 0 HOUR BEARING WALLS EXTERIOR INTERIOR 0 HOUR 0 HOUR NONBEARING WALLS AND PARTITIONS -EXTERIOR N/A NONBEARING WALLS AND PARTITIONS -INTERIOR ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HOUR CHAPTER 9 FIRE PROTECTION SYSTEMS FIRE SPRINKLER YES N/A CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES 713.4 FIRE-RESISTANCE RATING (SHAFT ENCLOSURES < 3 STORIES = 1 HOUR (U419) CHAPTER 10 MEANS OF EGRESS 1006 MEANS OF EGRESS ILLUIMINATION YES 1005.3.1 EGRESS WIDTH AT STAIRS 0.2 X 60 = 12" < 40" PROPOSED 1005.3.2 EGRESS WIDTH AT DOORS 0.15 X 60 = 9" < 112" PROPOSED 1030.8 COMMON PATH OF TRAVEL T1016.2 EXIT ACCESS TRAVEL DISTANCE 75' MAX > 60' -3" PROPOSED 300' MAX > 109' -2" PROPOSED 1018.4 DEAD ENDS 50' MAX > 32' -11" PROPOSED 508.4.2 DESIGNED AREAS: RATIO CHECK: 2ND STORY: B = 3,896 SF 1ST STORY: B = 3,896 SF 2ND STORY: 3,896 / 27,000 < 1... OK! 1ST STORY: 3,896 / 27,000 < 1... OK! 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A0.1 CODE ANALYSIS 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT 1/8" = 1'-0"1 1ST FLOOR CODE PLAN 1/8" = 1'-0"2 2ND FLOOR CODE PLAN No. Description Date 1 BUILDING COMMENTS 03/07/2023 2 BUILDING COMMENTS 04/01/2023 3 BUILDING COMMENTS 05/22/2023 4 CLIENT REVISION 10/03/2023 4 4 4 4 4 Seal of Approval Seal of Approval Seal of Approval URINAL ELEVATION 1' - 5 " M A X 1' - 5 " M A X 9" M I N C L E A R ACCESSIBLE URINAL NOTES: THE ACCESSIBLE URINAL IS WALL HUNG. 1. INSTALL URINAL SO THAT A CLEAR FLOOR SPACE A MINIMUM OF 30” WIDE AND 48” DEEP IS PROVIDED FOR A FORWARD WHEELCHAIR APPROACH IN FRONT OF THE URINAL. 2. FLUSH CONTROLS SHALL BE MOUNTED NO MORE THAN 44 INCHES A.F.F. AND SHALL BE OPERABLE WITH ONE HAND, WITHOUT TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. URINAL PLAN CLEAR FLOOR SPACE, SEE NOTE 1 4' - 0 " 2' - 6" CL EQ EQ CL R . 9" M I N . 44 " M A X . T O T O P O F C O N T R O L 1' - 1 1/2" MIN AUTOMATIC SENSOR FLUSH VALVE (17" - 18") 1' - 5 1/2" TO T O P O F S E A T 17 " - 1 9 " CONTROL VALVE (SEE NOTE 3). MUST NOT INTERFERE WITH GRAB BAR CLEARANCE. TOILET-REAR WALL VIEW TOILET-SIDE WALL VIEW 42" GRAB BAR 3B 3C CL 48" GRAB BAR TOILET CLEARANCE REQUIREMENTS-PLAN VIEW CL BO T T O M O F D I S P . 19 " T O (7" - 9") 8" CL 2A ENSURE THERE ARE NO OBSTRUCTIONS IN CLEAR AREA ABOVE AND BELOW GRAB BARS 4' - 1 1 " (17" - 18") 1' - 5 1/2" DOOR MAY SWING INTO HATCHED AREA ONLY 4' - 0 " C L E A R I N F R O N T O F T O I L E T 1 1 / 2 " C L R . (24" MIN) 2' - 5" (12" MIN) 1' - 1" 3' - 6" (36" MIN) 2' - 1 0 1 / 2 " A . F . F . T O T O P O F B A R (12" MAX) 10" 4' - 0" (42" MIN) 2' - 4" (24" MIN) BE L O W B A R 1 1 / 2 " C L R . AB O V E B A R 1' - 0 " C L R . 4' - 10" (54" MIN) 5' - 0" ACCESSIBLE TOILET ELEVATION NOTES: 1. DIMENSIONS THAT ARE NOT MARKED MINIMUM (MIN) OR MAXIMUM (MAX) ARE ABSOLUTE. 2. INSTALL THE TOILET SO THAT ITS CENTERLINE IS 17.5" FROM THE FINISHED FACE OF THE ADJACENT SIDE WALL. THE WATER CLOSET MUST BE INSTALLED SO THAT IT IS CONTINUOUSLY PARALLEL TO THE ADJACENT SIDE WALL. 3. INSTALL CONTROL VALVE ON THE OPEN SIDE OF THE TOILET AT A MAXIMUM 44" ABOVE THE FINISH FLOOR. OPERATING FORCE REQUIRED TO OPERATE TOILET CANNOT EXCEED 5LBS. NOTES: HOT WATER AND DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. IN RESIDENTIAL DWELLING UNITS, CABINETRY SHALL BE PERMITTED UNDER LAVATORIES PROVIDED THAT ALL OF THE FOLLOWING CONDITIONS ARE MET: A. THE CABINETRY CAN BE REMOVED WITHOUT THE USE OF SPECIALIZED KNOWLEDGE OR SPECIALIZED TOOLS AND WITHOUT REMOVAL OR REPLACEMENT OF THE FIXTURE. B. THE FINISH FLOOR EXTENDS UNDER THE CABINETRY, AND C. THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. ELEVATION PLAN 30" x 48" MIN. CLEAR SPACE CENTERED ON LAVATORY; DESIGNED FOR FORWARD OR PARALLEL APPROACH MI N . 9" 25" MAX. 17" MIN. MIN. 8" 27 " M I N . A . F . F . 29 " M I N . A . F . F . 34 " M A X . A . F . F . 60" CLEAR WHEN U-SHAPED KITCHEN 40" CLEAR BETWEEN FACES OF CABINETS, FIXTURES OR APPLIANCES AT PASS THROUGH; AT S I N K 30 " M I N . C O U N T E R T O P WO R K S P A C E 30 " M I N . C O U N T E R T O P CABINET, COUNTERTOP OR APPLIANCE WHERE OCCURS AT U-SHAPED KITCHEN 30" x 48" CLEAR SPACE AT ALL FIXTURES & APPLIANCES ALIGNED W/ CENTERLINE OF FIXTURE OR APPLIANCE; DESIGNED FOR FORWARD OR PARALLEL APPROACH, U.N.O. REF. NOTES: CABINETS BELOW SINK AND WORKSPACE WITHIN DWELLING UNIT SHALL BE REMOVABLE AND FINISH FLOORING SHALL EXTEND BELOW. WORK SURFACE SHALL BE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 26" MIN. MAX. 12" MI N . 6" 32 " M A X . 38 " M I N . GRAB BAR BLOCKING 40" MIN. MI N . 6" 32 " M A X . 38 " M I N . OR P A R T I T I O N 17 " M I N . , 1 8 " M A X . F . O . F . FR O M A G R A B B A R W A L L 36 " M I N . F O R L A V A T O R I E S , C A B I N E T S , W I N G W A L L S , OR P R I V A C Y W A L L S L O C A T E D A D J A C E N T T O F I X T U R E 48 " M I N . 36" MIN. 24" MAX.NOTES: WHERE WATER CLOSETS ARE NOT PLACED ADJACENT TO A SIDE WALL, PROVIDE FOR INSTALLATION OF FLOOR- MOUNTED, FOLDAWAY OR SIMILAR ALTERNATIVE GRAB BARS. (SEC. 1134A.7.2) IN LOCATIONS WHERE WATER CLOSETS ARE ADJACENT TO NON-GRAB BAR WALLS, VANITIES, LAVATORIES OR BATHTUBS, THE CENTERLINE OF THE FIXTURE SHALL BE A MINIMUM OF 18 INCHES FROM THE OBSTACLE. (SEC. 1134A.7.1) WATER CLOSET CONTROLS SHALL BE MOUNTED NO MORE THAN 44 INCHES ABOVE THE FLOOR. THE FORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. (SEC. 1134A.7.4) ELEVATIONS PLAN NOTES: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. (SEC.1115B.3.2 - 2) SEE DETAILS FOR ADDITIONAL FIXTURE REQUIREMENTS. THIS DETAIL IS INTENDED TO ILLUSTRATE ACCESSIBILITY CLEARANCE REQUIREMENTS. SEE ENLARGED PLANS FOR PROJECT SPECIFIC INFORMATION.30"X48" CLEAR SPACE FLUSH CONTROL ON WIDE SIDE 30"X48" CLEAR SPACE 60" MIN. CLEAR 60" MIN. 48 " M I N . C L E A R 1 2" M A X. ELEVATION 19 " M A X . 14 " M I N . 19 " M A X . 17 " M I N . TO P O F B A R 33 " M I N . - 3 6 " M A X . FLUSH CONTROL ON OPEN SIDE NOTES: SEE DETAILS THIS SHEET FOR ADDITIONAL CLEARANCE REQUIREMENTS. MAX. 12" 54" MIN. 24" MIN. 9" MAX. 7" MIN. 60 " M I N . 42" MIN. 12 " M I N . 24 " M I N . TOILET PAPER DISPENSER PLAN UN I T S 15 " M I N . I N DW E L L I N G 59" FLOOR MOUNTED 56" MIN. WALL HUNG 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A0.5 TYPICAL ACCESSIBILITY DETAILS 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT 3/4" = 1'-0"5 ACCESSIBLE URINAL DETAIL 3/4" = 1'-0"6 ACCESSIBLE TOILET - FLOOR MOUNT 1/2" = 1'-0"4 RESTROOM LAVATORY (CBC 11A&11B) 1/4" = 1'-0"7 KITCHEN (CBC 11B) 1/2" = 1'-0"1 RESTROOM RES. WATER CLOSET (CBC 11A) 1/2" = 1'-0"2 RESTROOM SINGLE OCC. (CBC 11A&11B) 1/2" = 1'-0"3 RESTROOM WATER CLOSET (CBC 11A&11B) No. Description Date 1 BUILDING COMMENTS 03/07/2023 Seal of Approval Storage 203 2 1 / 2 " 1/ 2 " 6" 1/2"1/2" 6 3/4" ROOM NUMBER COPY AREA ROOM NUMBER: 1" HIGH TYPEFACE PER ARCHITECT SIGN PANEL BRAILLE (GRADE 2) SEE 11B-703 ROOM NAME COPY: .75" HIGH TYPEFACE PER ARCHITECT ROOM NAME COPY AREA 3/ 8 " - 1 / 2 " 1/ 2 " MI N . 3/ 8 " NOTES: SIGNS SHALL MEET REQUIREMENTS IN SEC. 1143A FOR 11A AND SEC. 11B-703 FOR 11B. VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM ABOVE THE FINISH FLOOR. MATERIAL/COLORS OF PANEL AND COPY PER ARCHITECT. AREA OF REFUGE 48 " M I N . 60 " M A X . 45° 18" MIN. 18 " M I N . CLEAR SPACE CENTERED ON TACTILE CHARACTERS HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND LOCATION OF TACTILE SIGNS AT DOORS ## (CBC 11A & 11B) BLUE BACKGROUND, EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595B. WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY 6" 6" (CBC 11B-703.7) SEE 2/A7.02 FOR TACTILE CHARACTERS SEE 4/A7.02 FOR BRAILLE TEXT 3/ 8 " - 1 / 2 " 5 / 8 " , T Y P . 3/ 8 " , T Y P . TEXT A. EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD,"EXIT". B. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP IS IDENTIFIED BY A TACTILE EXIT SIGN THAT STATES "EXIT STAIR DOWN", "EXIT RAMP DOWN", "EXIT STAIR UP"OR "EXIT RAMP UP", AS APPROPRIATE. C. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AND EXIT ENCLOSURE OR PASSAGEWAY, THAT DOES NOT UTILIZE A STAIR OR A RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN THAT STATES "EXIT ROUTE". D. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A TACTILE SIGN THAT STATES "TO EXIT". E. SEE SECTION A ON DETAIL 1A/A7.0B FOR MOUNTING REQUIREMENTS. . . . . . .. . . . . .. . . EXIT EQ. EQ. 6" 5/ 8 " 1" 1 3 / 8 " 5/ 8 " 1 3 / 8 " 5" 1/2"MIN. NOTE: PLACE AT INTERIOR OF ALL FIRE EXIT DOORS WITH ILLUMINATED EXIT SIGNS. LOCATE TO WITHIN 12" OF DOOR LATCH JAMB. COLOR 2 COLOR 1 CONTRACTED GRADE 2 BRAILLE PER SPECIFICATIONS 5/8" HIGH, RAISED 1/32" HELVETICA STYLE, ALL CAPS 1/2" RADIUS ATTACH SIGN USING FOUR FLATHEAD, S/S TAMPER PROOF SCREWS (BRAILLE) 60 " A B O V E F L R . F I N . PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH AND SHALL CONTRAST WITH THEIR FIELD 6" M I N I M U M TEXT PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A CLEAR FLOOR SPACE OF 18" MIN. BY 18" MIN., CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. (PER CBC 11B-703.4.2) A. STANDARD TACTILE & EGRESS B. RESTROOM TEXT TEXT 4' - 1 1 " T O C E N T E R L I N E O F S I G N O N D O O R (ELEVATION VIEW) A. STANDARD TACTILE & EGRESS (PLAN VIEW) 18" MIN 18 " M I N CLEAR FLOOR SPACE CENTERED ON TACTILE CHARACTERS BEYOND THE AREA OF DOOR SWING. 45.0° CL 5' - 0 " T O T O P O F S I G N EQ EQ CL SEE MOUNTING DETAIL A 48" MINIMUM A.F.F. TO THE BASELINE OF THE LOWEST LINE OF BRAILLE AND 60" MAXIMUM A.F.F. TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER. CL 9" MIN. 9" MIN. @ OUTSWINGING DOORS ONLY WOMEN MEN UNISEX 1/4" THICK PLEXIGLAS. COLOR TO CONTRAST WITH DOOR. 1/4" THICK PLEXIGLAS TRIANGLE ON 1/4" THICK PLEXIGLAS CIRCLE. COLORS TO CONTRAST WITH DOOR AND EACH OTHER. FOR MOUNTING INFORMATION, SEE DETAIL 1' - 0" DIA.1' - 0" DIA. EDGES OF SIGNS TO BE ROUNDED, CHAMFERED OR EASED. CORNERS OF SIGNS TO HAVE A MINIMUM RADIUS OF 1/8". 1' - 0" 1' - 0"1 ' - 0 " SYMBOLS TO CONTRAST WITH BACKGROUND, TYP. INTERNATIONAL SYMBOL OF ACCESSIBILITY AT ACCESSIBLE TOILETS ONLY. SEE LIFE SAFETY PLAN FOR LOCATIONS. DOT DIAMETER: 0.059"-0.063" INTER-DOT SPACING: 0.1" VERTICAL SEPARATION BETWEEN CELLS: 0.395"-0.4" HORIZONTAL SEPARATION BETWEEN CELLS: 0.3" 0.025"-0.037" ABOVE BACKGROUND BRAILLE TO BE CONTRACTED GRADE 2 (PER CBC FIGURE 11B-703.3.1) DOTS TO BE DOMED OR ROUNDED. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. 60% HEIGHT OF LETTER "I" MIN. 110% HEIGHT OF LETTER "I" MAX. LINE SPACING: 135%-170% HEIGHT OF LETTER "I" 4x THE STROKE WIDTH OF LETTER "I" MAX. STROKE WIDTH: 15% MAX HEIGHT OF LETTER "I" CHARACTERS TO BE SELECTED FROM FONTS THAT ARE NOT ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. CHARACTERS TO BE SELECTED FROM FONTS THAT COMPLY WITH THE STANDARDS IN THE DETAIL ABOVE. CHARACTERS SHALL BE RAISED 1/32 INCH MINIMUM AND SHALL BE SANS SERIF UPPERCASE LETTERS ACCOMPANIED BY CONTRACTED BRAILLE. CHARACTER HEIGHT TO BE 5/8" MINIMUM AND 2" MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". (CBC 11B-703.2) 1/8" MIN. CHARACTER PROPORTIONS: CHARACTER SPACING: FOR BRAILLE INFORMATION, SEE AEIOU AEIOU 60% HEIGHT OF LETTER "I" MIN. 110% HEIGHT OF LETTER "I" MAX. LINE SPACING: 135%-170% HEIGHT OF LETTER "I" 35% MAX STROKE WIDTH: 10%-20% HEIGHT OF LETTER "I" CHARACTERS TO BE SELECTED FROM FONTS THAT ARE NOT ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. CHARACTERS TO BE SELECTED FROM FONTS THAT COMPLY WITH THE STANDARDS IN THE DETAIL ABOVE. CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH. CHARACTER HEIGHT TO BE MINIMUM OF 5/8" WHEN MOUNTED BETWEEN 40" & 70" A.F.F. BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". CHARACTERS, SYMBOLS, AND THEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH AND SHALL CONTRAST WITH THEIR BACKGROUND. (CBC 11B-703.5.1) 10% MIN. CHARACTER SPACING: CHARACTER PROPORTIONS: MEN NOTES: 1. SIGN PANEL AT MEN'S RESTROOM: 12 INCHES EACH SIDE X 1/4 INCH THICK; MATERIAL AND COLOR PER SPEC. 2. SIGN PANEL AT WOMEN'S RESTROOM: 12 INCH DIAMETER CIRCLE X 1/4 INCH THICK; MATERIAL AND COLOR PER SPEC. 3. SIGN PANEL AT UNISEX RESTROOM: 12 INCH DIAMETER CIRCLE X 1/4 INCH THICK WITH A 1/4 INCH THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE WITHIN THE DIAMETER; MATERIAL AND COLOR PER SPEC. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL. 4. THE SIGN PANELS SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 5. EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. 6. LETTERING: 7/8" ALL CAPS TYPEFACE TO MATCH "LUCIDA SANS" OR "GROTESK". 7. SYMBOLS: TO MATCH AIGA/US DOT STANDARD SYMBOLS. 8. LETTERING AND SYMBOLS TO BE SILK-SCREENED. COLOR PER ARCHITECT TO CONTRAST WITH SIGN PANEL. 9. THE SYMBOL SHALL BE MOUNTED AT 58 INCHES MINIMUM AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED FROM THE CENTERLINE OF THE SYMBOL. WHERE A DOOR IS PROVIDED THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH OF THE VERTICAL CENTERLINE OF THE DOOR. 10. ADDITIONAL BRAILLE SIGNAGE SHALL BE LOCATED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR LEADING TO THE RESTROOM. (SEC. 11B-703.3) SEE TACTILE ROOM IDENTIFICATION SIGN. 11. ALL ACCESSIBLE TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY." 12. SIGNS ARE NOT REQUIRED FOR FACILITIES WITHIN DWELLING UNIT OR GUESTROOM. 13. SUBMIT SHOP DRAWINGS OR SAMPLES FOR ARCHITECT'S APPROVAL. 2 1 / 2 " 5" 6" WOMEN 5" 2 1 / 2 " 6" (CBC 11A & 11B) 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A0.6 TYPICAL ACCESSIBILITY DETAILS 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT 6" = 1'-0"12 TACTILE ROOM ID SIGN 3/8" = 1'-0"1 SIGNAGE TACTILE CHARCTERS 3" = 1'-0"2 INTERNATIONAL SYMBOL OF ACCESSIBILITY 3" = 1'-0"5 EXIT SIGNAGE 1" = 1'-0"4 EXIT SIGNAGE 3" = 1'-0"3 PICTOGRAM 1/2" = 1'-0"6 SIGNAGE MOUNTING 1 1/2" = 1'-0"7 CBC ACCESSIBLE TOILET ROOM SIGNAGE 12" = 1'-0"8 TACTILE SIGNAGE BRAILLE 12" = 1'-0"9 TACTILE SIGNAGE CHARACTERS 12" = 1'-0"10 NON-TACTILE SIGNAGE CHARACTERS 1 1/2" = 1'-0"11 SIGNAGE TOILT & BATHING FACILITY No. Description Date 1 BUILDING COMMENTS 03/07/2023 Seal of Approval Seal of Approval Seal of Approval Seal of Approval 5/8" GYPSUM WALL BOARD 2 X 4 WOOD STUD FRAMING INTERIOR INTERIOR NOTE: PROVIDE SOUND BATT INSULATION AT BATHROOM WALLS ONLY 5/8" GYPSUM WALL BOARD 2 X 6 WOOD STUD FRAMING INTERIOR INTERIOR NOTE: PROVIDE SOUND BATT INSULATION AT BATHROOM WALLS ONLY 5/8" GYPSUM WALL BOARD (E) 2 X 6 METAL STUD FRAMING FILLED WITH R BATT INSULATION STRUCTURAL SHEATHING. RE: STRUCT. CERAMIC TILE PER MANUFACTURER EXTERIOR INTERIOR 2X4 WOOD STUD FRAMING 1" R-6 RIGID INSULATION PER T24 1/2" MORTAR SETTING BED (2) LAYERS OF WEATHER BARRIER (TAPE ALL JOINTS PER MANUF.) 5/8" GYPSUM WALL BOARD (E) 2X6 METAL STUD FRAMING FILLED WITH R BATT INSULATION (2) LAYERS OF WEATHER BARRIER OVER (TAPE ALL JOINTS PER MANUF.) EXTERIOR INTERIOR 2X4 WOOD STUD FRAMING 1" R-6 RIGID INSULATION PER T24 STRUCTURAL SHEATHING. RE: STRUCT. 7/8" STUCCO OVER METAL LATH 2X6 METAL STUD FRAMING STRUCTURAL SHEATHING. RE: STRUCT. (2) LAYERS OF WEATHER BARRIER OVER (TAPE ALL JOINTS PER MANUF.) EXTERIOR INTERIOR ROOF MEMBRANE TO MATCH EXISTING 7/8" STUCCO OVER METAL LATH 5/8" TYPE X GYPSUM WALL BOARD 2 X 6 WOOD STUD FRAMING INTERIOR INTERIOR UL U305 FIBERGLASS ACCOUSTIC INSULATION 2 X 6 METAL STUD FRAMING EXTERIOR INTERIOR ROOF MEMBRANE TO MATCH EXISTING STRUCTURAL SHEATHING. RE: STRUCT. CERAMIC TILE PER MANUFACTURER 1/2" MORTAR SETTING BED (2) LAYERS OF WEATHER BARRIER (TAPE ALL JOINTS PER MANUF.) ALUMINUM FRAME PER MANUF. 1/2" TEMPERED GLASS INTERIOR INTERIOR NOTE: INSTALL PER MANUFACTURER 5/8" TYPE X GYPSUM WALL BOARD 2 X 4 WOOD STUD FRAMING EXTERIOR INTERIOR BATT INSULATION. RE: T24 EXISTING EXTERIOR WALL (2) LAYERS OF 5/8" TYPE X GYPSUM WALL BOARD 2 X 4 WOOD STUD FRAMING EXTERIOR INTERIOR BATT INSULATION. RE: T24 EXISTING EXTERIOR WALL UL U419 5/8" TYPE X GYPSUM WALL BOARD 5/8" GYPSUM WALL BOARD 2 X 4 WOOD STUD FRAMING INTERIOR INTERIOR UL U305 ALUMINUM FRAME PER MANUF. 1/2" TEMPERED GLASS INTERIOR INTERIOR NOTE: 1-HR RATED. INSTALL PER MANUFACTURER 5/8" GYPSUM CEILING BOARD EXISTING FLOOR FRAMING. RE: STRUCTURAL EXISTING FLOOR SHEATHING RE: STRUCTURAL FLOOR FINISH 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A0.10 ASSEMBLIES 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT 1" = 1'-0" IW1 INTERIOR 4" WD STD NR 41" = 1'-0" IW2 INTERIOR 6" WD STD NR 6 1" = 1'-0" EW1 EXTERIOR WALL -CERAMIC TILE NR 61" = 1'-0" EW2 EXTERIOR WALL -STUCCO NR 61" = 1'-0" EW3 EXTERIOR WALL -STUCCO PARAPET NR 6 1" = 1'-0" IW3 INTERIOR 6" WD STD -1HR 1 6 1" = 1'-0" EW4 EXTERIOR WALL -CERAMIC TILE PARAPET NR 6 1" = 1'-0" IW4 INTERIOR ALUM GLASS PARTITION NR 1/2 1" = 1'-0" IW5 INTERIOR WALL -FURRING NR 4 No. Description Date 1 BUILDING COMMENTS 03/07/2023 2 BUILDING COMMENTS 04/01/2023 3 BUILDING COMMENTS 05/22/2023 1" = 1'-0" IW6 INTERIOR WALL -FURRING NR 41" = 1'-0" IW7 INTERIOR 4" WD STD -1HR 1 41" = 1'-0" IW8 INTERIOR ALUM GLASS PARTITION -1HR 1 1/2 1 2 3 4 5 6 7 8 9 10 11 12 1" = 1'-0" N/A EXISTING FLOOR/CEILING NR - 3 Seal of Approval DN DN DN S I T E P L A N L E G E N D BIKE RACK ACCESSIBLE CURB RAMP BR FIRE HYDRANT F.H. FIRE LANE SIGN LOCATION TO BE COORDINATED WITH COMMERCE CITY TRAFFIC ENGINEER (SEE DETAILS) T TRANSFORMER FIRE RISER ROOMF.R. LOCATION OF ELECTRICAL METERSELEC. SS STOP SIGN CONDENSER LOCATION OF ELECTRICAL METERSGAS TURN ARROW EXIST. TRANSFORMER EXIST. ELECTRICAL BOXEX.EB EXIST. FIRE HYDRANTEX. FH EXIST. LIGHT POLE TO REMAIN LIGHT FIXTURE (AA)AA LIGHT FIXTURE (FF)FF LIGHT FIXTUREGG EX.T ADA ACCESSIBLE ROUTES SITE CURB ROAD CENTERLINE BUILDING OUTLINE SITE EASEMENT FENCE PROPERTY LINE RETAINING WALL SANITARY SEWER PIPE SETBACK STORM SEWER LINE UTILITY S 7 9°0 0 '3 0"W 170 .97' N89°04'45"E 192.00' LO U I S E A V E S0 0 ° 5 5 ' 2 5 " E 1 8 4 . 7 0 ' △=80°00'00" R=20' L=34.53' S0 0 ° 5 5 ' 2 5 " E 1 7 7 . 9 3 ' L I V E O A K A V E (E) 2-STORY OFFICE BLDG BLDG COVERAGE: 3,896 SF BLDG SQ.FT.: 7,792 SF 78 ' - 6 3 / 4 " 50' - 8 3/4" (E) TRASH ENCLOSURE TO REMAIN (E) ACCESSIBLE RAMP & RAILING TO REMAIN (E) 14 PARKING TO REMAIN (E) CMU FENCING TO REMAIN, TYP. (E) CMU FENCING TO REMAIN, TYP. (E) CONCRETE SWALE TO REMAIN (E) ASPAHALT PAVING (E) SIDE WALK & STEPS TO REMAIN, TYP. (E) SIDE WALK (E) LANDSCAPE TO REMAIN, TYP. (E) STAIRS TO REMAIN, TYP. SETBACK 68' - 8 3/4" SETBACK 25' - 8" SET BAC K 4 8' - 4 1 /2" LOT 19 & 20 0.87 ACRE 38,101 SF LOT 65 LOT 1LOT 18 (E ) 2 H A N D I C A P P E D PA R K I N G T O R E M A I N , (E ) 1 P A R K I N G TO R E M A I N , (E ) 1 6 P A R K I N G TO R E M A I N , (E ) 9 P A R K I N G TO R E M A I N , (E ) 5 P A R K I N G TO R E M A I N , SETBACK 117' - 1 3/4" (E) TRENCH DRAIN TO REMAIN (E) CANOPY & STAIRS TO BE REMOVED (E) CANOPY TO BE REMOVED (E) DRIVETHRU ATM COVER TO BE REMOVED (3) (E) BIKE RACKS (E) TRENCH DRAIN TO REMAIN 2% 2% 2 % 2% 2% 2% ACCESSIBLE ROUTE (E) DETECTBALE WARNING TO REMAIN, TYP. NOTE: (E) SITE FEATURES OR ACCESSIBLITY COMPLIANCE NOT IN SCOPE OF WORK. CONTRACTOR TO VERIFY ACCESSIBLITY COMPLIANCE PER CBC 11B. ACCESSIBLE ROUTE FROM PROPERTY LINE ACCESSIBLE ROUTE FROM HANDICAPPED PARKING BUILDING ENTRY, TYP. 1 A0.3 1 A0.4 2 A0.4 ABLE BODIES PATH OF TRAVEL FROM PROPERTY LINE ABLE BODIES PATH OF TRAVEL FROM PROPERTY LINE ACCESSIBLE ROUTE SIGN RE: 4/A0.4 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A1.0 SITE PLAN 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT N 1" = 10'-0"1 SITE PLAN No. Description Date 1 BUILDING COMMENTS 03/07/2023 2 BUILDING COMMENTS 04/01/2023 3 BUILDING COMMENTS 05/22/2023 3 3 Seal of Approval A B C D E 2 3 412' - 2"15' - 6"15' - 6"15' - 6"2' - 1 1/2" 50' - 9 1/2" 2' - 1 1 / 2 " 18 ' - 7 1 / 2 " 18 ' - 7 " 18 ' - 7 " 18 ' - 7 " 2' - 2 " 78 ' - 8 " EXISTING DOOR TO BE REMOVED, TYP. EXISTING COLUMN TO REMAIN, TYP. EXISTING WALL TO REMAIN, TYP. EXISTING WALL TO REMAIN, TYP. A B C D E 2 3 41 EXISTING WALL TO REMAIN, TYP. EXISTING WALL TO BE REMOVED, TYP. EXISTING STAIR TO BE REMOVED, TYP. EXISTING LANDING TO BE REMOVED, TYP. 2' - 2"15' - 6"15' - 6"15' - 6"1' - 7 1/2" 50' - 3 1/2" 2' - 1 1 / 2 " 18 ' - 7 1 / 2 " 18 ' - 7 " 18 ' - 7 " 18 ' - 7 " 2' - 2 " 78 ' - 8 " EXISTING FLOOR TO BE REMOVED FOR FUTURE STAIR, TYP. EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED L E G E N D -D E M O EXISTING DOOR TO REMAIN EXISTING DOOR TO BE REMOVED 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A2.1 DEMO FLOOR PLANS 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT N 3/16" = 1'-0"1 1ST FLOOR DEMO PLAN 3/16" = 1'-0"2 2ND FLOOR DEMO PLAN N No. Description Date 1 BUILDING COMMENTS 03/07/2023 4 CLIENT REVISION 10/03/2023 4 EXISTING LIGHT FIXTURES TO BE REMOVED, TYP. EXISTING LIGHT FIXTURES TO BE REMOVED, TYP. EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED L E G E N D -D E M O EXISTING DOOR TO REMAIN EXISTING DOOR TO BE REMOVED 3/16" = 1'-0"1 1ST FLOOR REFLECTED CEILING DEMO PLAN 3/16" = 1'-0"2 2ND FLOOR REFLECTED CEILING DEMO PLAN 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A2.2 DEMO RCPS 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT No. Description Date 4 CLIENT REVISION 10/03/2023 4 WH UP UP A B C D E 2 3 41 OFFICE ELEVATORELEV. MECH. (E) ELEC. & SERVER SERVER RESTROOM #1 OFFICE LOBBY OFFICE 2' - 2"15' - 6"15' - 6"15' - 6"2' - 1 1/2" 50' - 9 1/2" 2' - 1 1 / 2 " 18 ' - 7 1 / 2 " 18 ' - 7 " 18 ' - 7 " 18 ' - 7 " 2' - 2 " 78 ' - 8 " A3.21 A3.2 2 A3.1 1 A3.1 2 1 A4.1 2 A4.1 EW2 NR 6 IW3 1 6 IW3 1 6 IW3 1 6 D8 D12 D2 D12 D3 D1 STAIR #1 EW1 NR 6 A8.1 1 HALLWAY STAIR #2 8' - 9"6' - 9" 8' - 9"6' - 9" 1' - 0 " 9' - 5 1 / 2 " IW3 1 6 8' - 4 3 / 4 " 4' - 7" IW2 NR 6 ALL WALLS TO BE IW1 UNLESS OTHERWISE TAGGED A6.1 1 A6.1 5 3 A4.1 JANITOR D5 6' - 0 " 1' - 0 " D4 IW4 NR 1/2 IW4 NR 1/2 IW4 NR 1/2 ALIGN AL I G N AL I G N 2' - 0 " 2' - 0 " IW5 NR 4 IW5 NR 4 8' - 0" 24" X 84" GURNEY CLEARANCE. RE: ACCESSIBILITY SHEETS IW5 NR 4 IW5 NR 4 IW5 NR 4 IW5 NR 4 IW5 NR 4 IW5 NR 4 IW3 1 6 IW3 1 6 REFER TO ACCESSIBILITY SHEETS FOR CBC 11B COMPLIANCE, TYP. SF3SF4 SF2 2' - 0 3/4" IW6 1 4 IW6 1 4 IW6 1 4 IW6 1 4 IW6 1 4 7 A0.10 7 A0.10 7 A0.10 7 A0.10 11 A0.10 8 A0.10 D12 D12 AL I G N D5 D12 9' - 6 " 9' - 1 " 10 ' - 6 1 / 8 " 8' - 0 7 / 8 " 1' - 6 " 13 ' - 7 " ALIGN IW1 NR 4 MOP SINK 30" X 48" CLEAR SPACE RE: ACCESSIBILTIY SHEETS WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11. F L O O R N O T E S TEMPERED GLAZING SHALL BE PROVIDED AT HAZARDOUS LOCATIONS AS IDENTIFIED IN CBC 2406.4. NOTE AND SHOW ALL REQUIRED LOCATIONS ON PLANS. HAZARDOUS LOCATIONS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. GLAZING IN ALL DOORS B. GLAZING IN ALL WINDOWS C. GLAZING WITHIN A 24-IN. ARC OF A DOOR EDGE D. PANELS OVER 9 SQ. FT. HAVING THE LOWEST EDGE LESS THAN 18 IN. ABOVE THE FINISH FLOOR AND HAVING A TOP EDGE GREATER THAN 36 IN. ABOVE THE FLOOR E. ALL GLAZING IN GUARDS AND HANDRAILS F. GLAZING 5 FT. FROM TOP OR BOTTOM OF STAIRWAYS WITH BOTTOM EDGE LESS THAN 60 IN. ABOVE WALKING SURFACE ELEVATORS SHALL COMPLY WITH THE REQUIREMENTS OF CBC CHAPTER 30 AND 11B-206.6. 1 2 4 3 PROVIDE 42-INCH-HIGH PROTECTIVE GUARDRAIL FOR DECKS, PORCHES, BALCONIES AND RAISED FLOORS, (MORE THAN 30 INCHES ABOVE GRADE OR FLOOR BELOW) AND OPEN SIDE(S) OF STAIR LANDINGS. OPENINGS BETWEEN BALUSTERS/RAILS SHALL BE LESS THAN 4 INCHES. [CBC 1015] STANDBY POWER IS REQUIRED OR FURNISHED TO OPERATE AN ELEVATOR, THE OPERATION SHALL BE IN ACCORDANCE WITH SECTION 1203 OF THE CALIFORNIA FIRE CODE AND CBC SECTIONS 3003.1.1 THROUGH 3003.1.5. A. MANUAL TRANSFER. STANDBY POWER SHALL BE MANUALLY TRANSFERABLE TO ALL ELEVATORS IN EACH BANK. B. WHERE ONLY ONE ELEVATOR IS INSTALLED, THE ELEVATOR SHALL AUTOMATICALLY TRANSFER TO STANDBY POWER WITHIN 60 SECONDS AFTER FAILURE OF NORMAL POWER. C. TEMPERATURE AND HUMIDITY CONTROL. WHERE STANDBY POWER IS CONNECTED TO ELEVATORS, THE MACHINE ROOM MACHINE SPACE, CONTROL ROOM AND CONTROL SPACE VENTILATION OR AIR CONDITIONING SYSTEM SHALL BE CONNECTED TO THE STANDBY POWER SOURCE. D. EMERGENCY HOISTWAY VENTING. WHERE STANDBY POWER IS CONNECTED TO ELEVATORS, THE EMERGENCY HOISTWAY VENTILATION SYSTEM, IF REQUIRED, SHALL BE CONNECTED TO THE STANDBY POWER SOURCE. 5 EXISTING WALL NEW WALL -NON RATED L E G E N D -N E W NEW DOOR EXISTING ROOF EXISTING DOOR NEW WALL -1HR RATED 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A2.3 FIRST FLOOR PLAN 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT 1/4" = 1'-0"1 1ST FLOOR PLAN N No. Description Date 1 BUILDING COMMENTS 03/07/2023 2 BUILDING COMMENTS 04/01/2023 3 BUILDING COMMENTS 05/22/2023 4 CLIENT REVISION 10/03/2023 4 DN DN A B C D E 2 3 41 WOMEN'S MEN'S ACCT OFFICEMGR OFFICEPRIN. OFFICE COPY AREA TOP AGT OFFICE TOP AGT OFFICE ELEVATOR BREAK ROOM OPEN OFFICE 2' - 2"15' - 6"15' - 6"15' - 6"1' - 10" 50' - 6" 2' - 2 " 18 ' - 7 " 18 ' - 7 " 18 ' - 7 " 18 ' - 7 " 2' - 2 " 78 ' - 8 " OPENING TO BELOW TOP AGT OFFICE A3.21 A3.2 2 A3.1 1 A3.1 2 1 A4.1 2 A4.1 10' - 4"10' - 8"10' - 0" 2' - 0" D6 IW2 NR 6 EW1 NR 6 IW3 1 6 IW3 1 6 D6 D6 D6 D8 D9 8' - 10"12' - 2"10' - 0" 3' - 0 " EQ EQ A8.1 2 HALLWAY STAIR #1 SF5 SF6 STAIR #2 6 A6.1 3 A6.1 IW2 NR 6 IW3 1 6 12 ' - 6 " 4' - 1 0 1 / 2 " 2' - 2 3/4" 8' - 4 3 / 4 " 9' - 0 1 / 4 " 9' - 2 " 9' - 2 " 9' - 1 0 " 10 ' - 2 " 1' - 0 " 9' - 0 " ALIGN 4' - 7" ALL WALLS TO BE IW1 UNLESS OTHERWISE TAGGED IW1 NR 4 2' - 0" AREA OF REFUGE 3 A4.1 IW3 1 6 D5 D5 11' - 4" D5 D5 D5 IW4 NR 2 IW4 NR 2 IW4 NR 2 IW4 NR 2 IW4 NR 2 3' - 4" 6" 6" 3' - 4" 3' - 4 " 6 " 6 " 3 ' - 4 " 6" 3' - 4 " 6" SF3SF4 IW5 NR 4 EW2 NR 6 EW2 NR 6 EW2 NR 6 IW3 1 6 IW3 1 6 8' - 0" 24" X 84" GURNEY CLEARANCE. RE: ACCESSIBILITY SHEETS IW5 NR 4 IW5 NR 4 IW5 NR 4 IW5 NR 4 IW5 NR 4 REFER TO ACCESSIBILITY SHEETS FOR CBC 11B COMPLIANCE, TYP. 18 " M I N 2' - 0 " A6.1 2 CL R . 4' - 6 3 / 8 " HI-LO DRINKING FOUNTAIN & CLEARANCE. RE: ACCESSIBLITY SHEETS A0.7 7 A0.10 7 A0.10 7 A0.10 7 A0.10 4 A7.3 Note #3 Note #34 A7.3 EXISTING WALL NEW WALL -NON RATED L E G E N D -N E W NEW DOOR EXISTING ROOF EXISTING DOOR NEW WALL -1HR RATED WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11. F L O O R N O T E S TEMPERED GLAZING SHALL BE PROVIDED AT HAZARDOUS LOCATIONS AS IDENTIFIED IN CBC 2406.4. NOTE AND SHOW ALL REQUIRED LOCATIONS ON PLANS. HAZARDOUS LOCATIONS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. GLAZING IN ALL DOORS B. GLAZING IN ALL WINDOWS C. GLAZING WITHIN A 24-IN. ARC OF A DOOR EDGE D. PANELS OVER 9 SQ. FT. HAVING THE LOWEST EDGE LESS THAN 18 IN. ABOVE THE FINISH FLOOR AND HAVING A TOP EDGE GREATER THAN 36 IN. ABOVE THE FLOOR E. ALL GLAZING IN GUARDS AND HANDRAILS F. GLAZING 5 FT. FROM TOP OR BOTTOM OF STAIRWAYS WITH BOTTOM EDGE LESS THAN 60 IN. ABOVE WALKING SURFACE ELEVATORS SHALL COMPLY WITH THE REQUIREMENTS OF CBC CHAPTER 30 AND 11B-206.6. 1 2 4 3 PROVIDE 42-INCH-HIGH PROTECTIVE GUARDRAIL FOR DECKS, PORCHES, BALCONIES AND RAISED FLOORS, (MORE THAN 30 INCHES ABOVE GRADE OR FLOOR BELOW) AND OPEN SIDE(S) OF STAIR LANDINGS. OPENINGS BETWEEN BALUSTERS/RAILS SHALL BE LESS THAN 4 INCHES. [CBC 1015] STANDBY POWER IS REQUIRED OR FURNISHED TO OPERATE AN ELEVATOR, THE OPERATION SHALL BE IN ACCORDANCE WITH SECTION 1203 OF THE CALIFORNIA FIRE CODE AND CBC SECTIONS 3003.1.1 THROUGH 3003.1.5. A. MANUAL TRANSFER. STANDBY POWER SHALL BE MANUALLY TRANSFERABLE TO ALL ELEVATORS IN EACH BANK. B. WHERE ONLY ONE ELEVATOR IS INSTALLED, THE ELEVATOR SHALL AUTOMATICALLY TRANSFER TO STANDBY POWER WITHIN 60 SECONDS AFTER FAILURE OF NORMAL POWER. C. TEMPERATURE AND HUMIDITY CONTROL. WHERE STANDBY POWER IS CONNECTED TO ELEVATORS, THE MACHINE ROOM MACHINE SPACE, CONTROL ROOM AND CONTROL SPACE VENTILATION OR AIR CONDITIONING SYSTEM SHALL BE CONNECTED TO THE STANDBY POWER SOURCE. D. EMERGENCY HOISTWAY VENTING. WHERE STANDBY POWER IS CONNECTED TO ELEVATORS, THE EMERGENCY HOISTWAY VENTILATION SYSTEM, IF REQUIRED, SHALL BE CONNECTED TO THE STANDBY POWER SOURCE. 5 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A2.4 SECOND FLOOR PLAN 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT 1/4" = 1'-0"1 2ND FLOOR PLAN N No. Description Date 1 BUILDING COMMENTS 03/07/2023 2 BUILDING COMMENTS 04/01/2023 3 BUILDING COMMENTS 05/22/2023 3 Seal of Approval A B C D E 2 3 41 EXISTING ROOF STRUCTURE, FINISH, SLOPE & DRAINAGE TO REMAIN A3.21 A3.2 2 A3.1 1 A3.1 2 1 A4.1 2 A4.1 3 A4.1 4% 2% 4% 2% 312 312 16' - 0" 5' - 0 " 20' - 0" EW3 NR 6 EW3 NR 6 EW3 NR 6 EW4 NR 6 320 319 5' - 0 " 20' - 0"4' - 10" 1 A7 . 1 2 A7.1 2 A7.1 2A7 . 1 211211 EXISTING WALL NEW WALL -NON RATED L E G E N D -N E W NEW DOOR EXISTING ROOF EXISTING DOOR NEW WALL -1HR RATED 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A2.5 ROOF PLAN 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT 1/4" = 1'-0"1 ROOF PLAN N K E Y N O T E S 211 NEW ROOFTOP UNIT, RE: MECHANICAL 312 NEW METAL CANOPY (DRAK GREY) RE:STRUCTURAL 319 NEW ACCENT BAND (DARK GREY TO MATCH EXISTING) 320 NEW SLATE TILE WALL (WOOD COLOR) No. Description Date 1 BUILDING COMMENTS 03/07/2023 2 BUILDING COMMENTS 04/01/2023 3 BUILDING COMMENTS 05/22/2023 4 CLIENT REVISION 10/03/2023 4 WH OFFICE ELEVATORELEV. MECH. (E) ELEC. & SERVER SERVER RESTROOM #1 OFFICE LOBBY OFFICE JANITOR STAIR #2 STAIR #1 ELEVATOR WOMEN'S MEN'S ACCT OFFICEMGR OFFICEPRIN. OFFICE COPY AREA TOP AGT OFFICE TOP AGT OFFICE BREAK ROOM OPEN OFFICE TOP AGT OFFICE STAIR #2 STAIR #1 RECESSED LIGHT FIXTURE. RE: ELECT 2'X2' LIGHTING FIXTURE. RE: ELECT R C P L E G E N D WALL MOUNTED EXIT LIGHT. RE: ELECT SUSPENDED 2'x4' ACOUSTICAL CEILING TILE 2'X2' LIGHTING FIXTURE. RE: ELECT 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A2.6 REFLECTED CEILING PLANS 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT 1/4" = 1'-0"1 1ST FLOOR REFLECTED CEILING PLAN N 1/4" = 1'-0"2 2ND FLOOR REFLECTED CEILING PLAN N No. Description Date 4 CLIENT REVISION 10/03/2023 4 4 1ST FLOOR 100' -0" 2ND FLOOR113' -0" TOP OF PARAPET129' -6" A B C D E ROOF PLATE125' -0" 312 3' - 6 " 1' - 0 " 12 ' - 0 " 13 ' - 0 " 29 ' - 6 " 310 NE W EX I S T I N G 302301 3053053023122 A4.1 ROOF126' -0" 2ND FLOOR PLATE112' -0" 319 211 211 1ST FLOOR 100' -0" 2ND FLOOR 113' -0" TOP OF PARAPET 129' -6" 2 3 41 ROOF PLATE 125' -0" 3' - 6 " 1' - 0 " 12 ' - 0 " 13 ' - 0 " 29 ' - 6 " 312 302305321 1 A4.1 ROOF 126' -0" 2ND FLOOR PLATE 112' -0" SF5 SF6 SF1 D2 3 A4.1 319 317 320311316316 SF3 SF3SF4 SF4 SF2 211211 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A3.1 EXTERIOR ELEVATIONS 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT K E Y N O T E S 211 NEW ROOFTOP UNIT, RE: MECHANICAL 301 EXISTING STUCCO: RESTUCCO CRYSTAL WHITE 302 EXISTING ACCENT BAND: PAINTED DARK GREY 305 EXISTING GLAZING TO REMAIN 310 NEW STUCCO (CRYSTAL WHITE) 311 NEW CERAMIC TILE WALL (LIGHT GREY) 312 NEW METAL CANOPY (DRAK GREY) RE:STRUCTURAL 316 NEW GLAZING, CLEAR W/ LOW E COATING 317 NEW HOLLOW METAL DOOR: PAINTED LIGHT GREY TO MATCH CERAMIC TILES 319 NEW ACCENT BAND (DARK GREY TO MATCH EXISTING) 320 NEW SLATE TILE WALL (WOOD COLOR) 321 NEW STOREFRONT DOUBLE DOOR 1/4" = 1'-0"2 WEST/SIDE ELEVATION 1/4" = 1'-0"1 SOUTH/FRONT ELEVATION No. Description Date 1 BUILDING COMMENTS 03/07/2023 4 CLIENT REVISION 10/03/2023 4 4 4 4 1ST FLOOR 100' -0" 2ND FLOOR 113' -0" TOP OF PARAPET129' -6" ABCDE GROUND 96' -6" ROOF PLATE 125' -0" 33 ' - 0 " 0' - 0 " 4' - 6 " 12 ' - 0 " 13 ' - 0 " 3' - 6 " 312 NE W EX I S T I N G 310302 3052 A4.1 ROOF 126' -0" 2ND FLOOR PLATE 112' -0" 319 312211211301301 1ST FLOOR 100' -0" 2ND FLOOR 113' -0" TOP OF PARAPET129' -6" 234 1 ROOF PLATE125' -0" 13 ' - 0 " 12 ' - 0 " 1' - 0 " 3' - 6 " 29 ' - 6 " 316 310 NE W EX I S T I N G 302305312 1 A4.1 ROOF126' -0" 2ND FLOOR PLATE 112' -0" 3 A4.1 211 211 301 1/4" = 1'-0"1 EAST/SIDE ELEVATION 1/4" = 1'-0"2 NORTH/REAR ELEVATION K E Y N O T E S 211 NEW ROOFTOP UNIT, RE: MECHANICAL 301 EXISTING STUCCO: RESTUCCO CRYSTAL WHITE 302 EXISTING ACCENT BAND: PAINTED DARK GREY 305 EXISTING GLAZING TO REMAIN 310 NEW STUCCO (CRYSTAL WHITE) 312 NEW METAL CANOPY (DRAK GREY) RE:STRUCTURAL 316 NEW GLAZING, CLEAR W/ LOW E COATING 319 NEW ACCENT BAND (DARK GREY TO MATCH EXISTING) 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A3.2 EXTERIOR ELEVATIONS 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT No. Description Date 4 CLIENT REVISION 10/03/2023 4 4 4 4 1ST FLOOR 100' -0" 2ND FLOOR 113' -0" TOP OF PARAPET 129' -6" ABCDE ROOF PLATE 125' -0" 2 A4.1 ROOF 126' -0" 2ND FLOOR PLATE 112' -0" ELEVATOR RESTROOM #1LOBBY OPEN OFFICE HALLWAY IW3 1 6 IW3 1 6 EW3 NR 6 A6.1 6 A4.1 3 Sim EXISTING ROOF SLOPE TO REMAIN PROVIDE 1-HR, FIRE RESISTIVE CONSTR. W/5/8” TYPE'X GYP.BD. @ BOTH SIDES OF WALLS & 2-LAYERS OF 5/8”TYPE X GYP. BD. @ CEILINGS FOR ELEVATOR SHAFT，MACHINE ROOM. EW4 NR 6 2%2% TY P . 11 ' - 0 " STAIR #2 1ST FLOOR 100' -0" 2ND FLOOR 113' -0" TOP OF PARAPET 129' -6" 2 3 41 ROOF PLATE 125' -0" 1 A4.1 ROOF 126' -0" 2ND FLOOR PLATE 112' -0" EW3 NR 6 EW3 NR 6 IW3 1 6 IW3 1 6 OPEN OFFICE LOBBY STAIR #1A6.1 3 1ST FLOOR 100' -0" 2ND FLOOR 113' -0" TOP OF PARAPET 129' -6" E ROOF PLATE 125' -0" ROOF 126' -0" 2ND FLOOR PLATE 112' -0" OPEN OFFICE LOBBY 1/4" / 1'-0" EW4 NR 6 EW1 NR 6 D1 EXITING WALL STRCTURE & INSULATION TO REMAIN EXITING ROOF STRCTURE & INSULATION TO REMAIN EXITING FLOOR STRCTURE TO REMAIN EXITING FLOOR STRCTURE & FOUNDATION TO REMAIN NEW STOREFRONT SYSTEM. RE: A9.0 NEW STOREFRONT SYSTEM. RE: A9.0 NEW FURRING WALL BEYOND EXITING WALL STRCTURE BEYOND NEW PRE- MANUFACTURED METAL CANOPY EXITING EXPANSION JOINT TO REMAIN NEW STOREFRONT DOOR. RE: A9.0 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A4.1 BUILDING & WALL SECTIONS 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT 1/4" = 1'-0"1 BUILDING SECTION 1 1/4" = 1'-0"2 BUILDING SECTION 2 1/2" = 1'-0"3 WALL SECTION 1 No. Description Date Seal of Approval UP UP T Y P I C A L S T A I R S: S T A I R N O T E S 2" WOOD TREADS INTERIOR METAL RISERS 4"x12" WOOD STRINGERS (RE: STRUCT) PROVIDE PROTECTIVE SEAL AT FOOT OF STAIR AT CONCRETE G E N E R A L H A N D R A I L: 1 1/2" TO 2" IN DIAMETER LOCATED 34" TO 38" FROM STAIR NOSING TO TOP OF GUARDRAIL AND TO FULL LENGTH OF STAIRS G E N E RA L S T A I R: MINIMUM RISE -4" MAXIMUM RISE -7" MINIMUM TREAD -11" TREADS AND RISERS ARE NOT TO VARY MORE THAN 3/8" IN ENTIRE RUN OF STAIRS MINIMUM NOSING -3/4" MAXIMUM NOSING -1 1/4" MINIMUM STAIR WIDTH -36" MINIMUM STAIR LANDING -NOT LESS THAN STAIR WIDTH E 21 STAIR #1 3 A6.1 LANDING 4' - 3" 12 TREADS @ 11" EA 10' - 1" LANDING 5' - 3 1/8" LANDING 4' - 3" 9 TREADS @ 11" EA 9' - 2" TY P . 4' - 3 " C L R 0' - 5 " TY P . 4' - 3 " C L R 1' - 11" 1' - 0" A 3 STAIR #2 6 A6.1 LA N D I N G 4' - 4 " 12 T R E A D S @ 1 1 " E A 10 ' - 0 " 11 T R E A D S @ 1 1 " E A 9' - 2 " LA N D I N G 4' - 3 " TYP. 4' - 3" CLR 0' - 2" TYP. 4' - 3" CLR 1' - 1 1 " 1' - 0 " E 21 3 A6.1 STAIR #1 LANDING 4' - 3" 12 TREADS @ 11" EA 10' - 1" LANDING 5' - 3 1/8" LANDING 4' - 3" 9 TREADS @ 11" EA 9' - 2" TY P . 4' - 3 " C L R 0' - 5 " TY P . 4' - 3 " C L R A 3 6 A6.1 STAIR #2 LA N D I N G 4' - 4 " 12 T R E A D S @ 1 1 " E A 10 ' - 0 " 11 T R E A D S @ 1 1 " E A 9' - 2 " LA N D I N G 4' - 3 " TYP. 4' - 3" CLR 0' - 2" TYP. 4' - 3" CLR 1' - 1 1 " 1' - 0 " 1ST FLOOR 100' -0" 2ND FLOOR 113' -0" 2 1 2ND FLOOR PLATE 112' -0" 13 E Q R I S E R S 10 E Q R I S E R S TY P . RE : A 7 . 3 80 " TEMPERED GLASS RAILING W/ IRON HANDRAIL PER CBC 11B, TYP. 27 " M A X 1ST FLOOR 100' -0" 2ND FLOOR 113' -0" A 2ND FLOOR PLATE 112' -0" 12 E Q R I S E R S 11 E Q R I S E R S 80 " 27 " M A X TEMPERED GLASS RAILING W/ IRON HANDRAIL PER CBC 11B, TYP. TY P . RE : A 7 . 3 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A6.1 STAIR PLANS & SECTIONS 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT 1/4" = 1'-0"1 STAIR #1 - 1ST FLOOR PLAN 1/4" = 1'-0"5 STAIR #2 - FLOOR PLAN 1/4" = 1'-0"2 STAIR #1 - 2ND FLOOR PLAN 1/4" = 1'-0"4 STAIR #2 - 2ND FLOOR PLAN 1/4" = 1'-0"3 STAIR #1 - SECTION 1/4" = 1'-0"6 STAIR #2 - SECTION No. Description Date 1 BUILDING COMMENTS 03/07/2023 Seal of Approval 3 A7.1 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date GENERAL DETAILS 22-038 No.Description Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 Revisions 2 1 CD/ PERMIT 1 1/2" = 1'-0" Specified PVC Single- Ply Roofing 2" Pre-finished Metal Coping with Hemmed Edges and concealed fastener clips. Tapered Rigid Insulation, Sloped to Drain Self-Healing, Self-Adhered Water-Resistant Barrier Cap. Lap 6" min. over Plaster Water-Resistant Barrier. No Penetration in Top Face. 8" Specified Stucco System 2" M i n . Stucco J-Casing w/ Weep Holes Specified Stucco System STUCCO PARAPET Specified PVC Single- Ply Roofing 2" Pre-finished Metal Coping with Hemmed Edges and concealed fastener clips. Tapered Rigid Insulation, Sloped to Drain Self-Healing, Self-Adhered Water-Resistant Barrier Cap. Lap 6" min. over Plaster Water-Resistant Barrier. No Penetration in Top Face. 8" Specified Ceramic Tile 2" M i n . Stucco J-Casing w/ Weep Holes Specified Stucco System CERAMIC TILE PARAPET 1 1/2" = 1'-0" Floor finish - See unit plans for material finishes (not a part of fire-rated assembly) Annular Space Filler meeting the requirements of ASTM E814, or UL 263 5/8" Type X gypsum wallboard applied at right angles to wood I- joists 24" max o/c with 1-1/4" Type W or S drywall screws at 24" o/c Annular space 1/8" Max Steel, Ferrous or Copper Conduit, Pipe, Vent, or Concrete/ Masonry item Annular space 1/8" Max Wood I-joists - See structural plans Ceiling provides one-hour fire-resistance protection for I-joists 1/8" thick maximum approved resilient material: Fire barrier CP 25WB + Caulk Manufactured by 3M, or equal - typ. TYPICAL PIPE PENETRATION IN RATED FLOOR-CEILING 3" = 1'-0" Roof Deck. See Structural for Framing See Plumbing Engineer's Drawings for Drain Specification & Connection to Storm Drain Systems Seal all Annular Spaces Roofing Membrane Main Roof Drain Lap Roofing Membrane into Drain Clamp Collar & Seal Watertight Overflow Drain Provide Under- Deck Clamp & all required Deck Reinforcing 3" = 1'-0"ROOF DRAIN & OVERFLOW 5 4 Notes: Contractor Shall Coordinate All Anchor Sizing With Isolator And Equipment Manufacturers In Compliance With California Building Codes. Steel Spring Vibration Isolator With Integral Seismic Restraint. Galv. Plate Lag (Stainless) to Equip. Frame EA. Corner Counter Flashing 2x SHPD P.T.D.F. Around Perimeter W/Simpson A35 EA. Corner Cant Strip 58" CD-X Plywood 22 Gage Level Galvanized Iron Cap. Flashing TYP. Continue Roofing Up To Counter Flashing. Fin. Roof See Equipment Schedule Carriage Bolts Platform Anchor Bolts RE: Structural Detail 2-Layers 58" Gypsum Board. Fill Remaining Void With 4 LB. Density Acoustical Fill (Batts). 4x4 @ Equip. Anchor PT. Lag Screw Shall Anchor Into C.L. of 4x4 Roof, Reference Architectural And Structural Details. 8" M I N . TYPICAL ROOF MOUNTED EQUIPMENT PAD 1 BUILDING COMMENTS 03/07/2023 2 BUILDING COMMENTS 04/14/2023 3 BUILDING COMMENTS 05/22/2023 4 CLIENT REVISIONS 10/03/2023 12/23/2022 N.T.S 4 Seal of Approval 3' - 0 " A . F . F . T O T O P O F R A I L MIN. 1'-0"EQUAL TO 'X' MIN. 11" AB O V E N O S E O F E A C H T R E A D TO P O F H A N D R A I L 3 ' - 0 " HANDRAIL NOTES: HANDRAIL MAY RETURN INTO WALL, POST, OR MAY BE CONTINUOUS. SEE PLANS FOR LAYOUT OF HANDRAIL AND HANDRAIL RETURNS AT RAMPS AND STAIRS. OUTSIDE DIAMETER OF HANDRAILS TO BE 1-1/2", TYPICAL. HANDRAILS TO BE 1-1/2" AWAY FROM FACE OF WALL, WHERE OCCURS. MINIMUM 1'-0" OF LEVEL STRAIGHT HANDRAIL EXTENSION BEFORE RETURN TO SUPPORT POST OR WALL MINIMUM 1'-0" OF LEVEL STRAIGHT HANDRAIL EXTENSION BEFORE RETURN TO SUPPORT POST OR WALL 'X' = THE DEPTH OF 1 STAIR TREAD 'X' = THE DEPTH OF 1 STAIR TREAD HANDRAIL WILL CONTINUE SLOPED PAST LAST STAIR RISER A MINIMUM OF 'X' INCHES (@ BOTTOM OF STAIRS) HANDRAIL WILL CONTINUE SLOPED PAST LAST STAIR RISER A MINIMUM OF 'X' INCHES (@ BOTTOM OF STAIRS) DASHED LINES REPRESENT TOP OF STAIR CONDITIONS; TYP DASHED LINES REPRESENT TOP OF STAIR CONDITIONS; TYP NOSE OF TREADNOSE OF TREAD STAIR TREAD (BOTTOM OF STAIRS) STAIR TREAD (BOTTOM OF STAIRS) STAIR RISER (BOTTOM OF STAIRS) STAIR RISER (BOTTOM OF STAIRS) STAIR RISER (TOP OF STAIRS)STAIR RISER (TOP OF STAIRS) STAIR TREAD (TOP OF STAIRS)STAIR TREAD (TOP OF STAIRS) TOP OF HANDRAIL AT 36" ABOVE STAIR LANDING MEASURED VERTICALLY. TOP OF HANDRAIL AT 36" ABOVE STAIR LANDING MEASURED VERTICALLY. SLOPE OF HANDRAIL TO MATCH SLOPE OF STAIRS; TYP. SLOPE OF HANDRAIL TO MATCH SLOPE OF STAIRS; TYP. 2' - 2 " 10 " 3' - 0 " A . F . F . T O T O P O F R A I L RAMP 2' - 2 " 10 " 3' - 0 " A . F . F . T O T O P O F R A I L EQUAL TO 'X''X'1'-0" AB O V E N O S E O F E A C H T R E A D TO P O F H A N D R A I L 3 ' - 0 " HANDRAIL MAY RETURN INTO WALL, POST, OR MAY BE CONTINUOUS. SEE PLANS FOR LAYOUT OF HANDRAIL AND HANDRAIL RETURNS AT RAMPS AND STAIRS. OUTSIDE DIAMETER OF HANDRAILS TO BE 1-1/2", TYPICAL. WHEEL GUIDE TO BE LOCATED AT RAMPS AND LANDINGS WHERE A DROP OFF OF MORE THAN 4" OCCURS. HANDRAIL NOTES: MIN. 1'-0" 3" MINIMUM 1'-0" OF LEVEL STRAIGHT RUN BEFORE RETURN TO SUPPORT POST OR WALL MINIMUM 1'-0" OF LEVEL STRAIGHT RUN BEFORE RETURN TO SUPPORT POST OR WALL SLOPE OF HANDRAIL TO MATCH SLOPE OF RAMP SLOPE OF HANDRAIL TO MATCH SLOPE OF RAMP SMOOTH RETURN TO WALL OR POST SMOOTH RETURN TO WALL OR POST 2" STEEL WHEEL GUIDE AT ALL RAMP HANDRAILS. CENTERED @ 3" ABOVE RAMP SURFACE 2" STEEL WHEEL GUIDE AT ALL RAMP HANDRAILS. CENTERED @ 3" ABOVE RAMP SURFACE MINIMUM 1'-0" OF LEVEL STRAIGHT HANDRAIL EXTENSION BEFORE RETURN TO SUPPORT POST OR WALL MINIMUM 1'-0" OF LEVEL STRAIGHT HANDRAIL EXTENSION BEFORE RETURN TO SUPPORT POST OR WALL 'X' = THE DEPTH OF 1 STAIR TREAD 'X' = THE DEPTH OF 1 STAIR TREAD SLOPE OF HANDRAIL TO MATCH SLOPE OF STAIRS; TYP. SLOPE OF HANDRAIL TO MATCH SLOPE OF STAIRS; TYP. HANDRAIL WILL CONTINUE SLOPED PAST LAST STAIR RISER A MINIMUM OF 'X' INCHES (@ BOTTOM OF STAIRS) HANDRAIL WILL CONTINUE SLOPED PAST LAST STAIR RISER A MINIMUM OF 'X' INCHES (@ BOTTOM OF STAIRS) DASHED LINES REPRESENT TOP OF STAIR CONDITIONS; TYP DASHED LINES REPRESENT TOP OF STAIR CONDITIONS; TYP NOSE OF TREADNOSE OF TREAD STAIR TREAD (BOTTOM OF STAIRS) STAIR TREAD (BOTTOM OF STAIRS) STAIR RISER (BOTTOM OF STAIRS) STAIR RISER (BOTTOM OF STAIRS) STAIR RISER (TOP OF STAIRS)STAIR RISER (TOP OF STAIRS) STAIR TREAD (TOP OF STAIRS)STAIR TREAD (TOP OF STAIRS) TO P O F H A N D R A I L 3 6 " 12" MIN EQUAL TO 'X''X' AB O V E N O S E O F E A C H T R E A D TO P O F H A N D R A I L 3 6 " 12" MIN TO P O F H A N D R A I L 3 6 " AS OCCURS - SEE PLANS AND SECTIONS A A 1 1/2". 1 3/4". EQ EQ 1'-0 1/4" 1 1 / 2 " 1 3 / 4 " TOP OR BOTTOM OF RAMP HANDRAIL RETURNS TO WALL 12" MIN STRAIGHT RUN PRIOR TO RETURN TOP OF RAMP HANDRAIL RETURNS TO WALL 12" MIN STRAIGHT RUN PRIOR TO RETURN 1'- 0 1 / 2 " 1 1 / 2 " 1 3 / 4 " HAND RAIL RETURN AT STRAIGHT WALLS - PLAN VIEW HAND RAIL RETURN AT CORNER WALLS -PLAN VIEW SECTION A-A CONDITION AT WOOD WALL 1 1/2".1 3/4". SECTION A-A CONDITION AT METAL STUD WALL 'X' = THE DEPTH OF 1 STAIR TREAD HANDRAIL WILL CONTINUE SLOPED PAST LAST STAIR RISER A MINIMUM OF 'X' INCHES (@ BOTTOM OF STAIRS) DASHED LINES REPRESENT TOP OF STAIR CONDITIONS; TYP MINIMUM 1'-0" OF LEVEL STRAIGHT HANDRAIL EXTENSION BEFORE RETURN TO SUPPORT POST OR WALL STAIR TREAD (BOTTOM OF STAIRS) STAIR TREAD (BOTTOM OF STAIRS) NOSE OF TREADNOSE OF TREAD STAIR RISER (BOTTOM OF STAIRS) STAIR RISER (BOTTOM OF STAIRS) 1 3 / 4 " . 2X6 WOOD BLOCKING AT EACH MOUNTING POINT 2X6 WOOD BLOCKING AT EACH MOUNTING POINT 1 3 / 4 " . EQ EQ WALL TYPE PER PLANWALL TYPE PER PLAN WALL TYPE PER PLAN NOTE: HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. STEEL ANGLE OR TUBE PER GUARDRAIL TYPE GLASS GUARDRAIL STEEL ANGLE OR TUBE PER GUARDRAIL TYPE STEEL ANGLE OR TUBE PER GUARDRAIL TYPE 1-1/2" DAI. HANDRAIL 1/4" METAL NOSING, FINISH TO MATCH STRINGER PRE-CAST CONC. TREAD STRINGER PER STRUCT. VISUAL STRIPING TO BE be a minimum of 2 inches wide to a maximum of 4 inches wide placed parallel to, and not more than 1 inch (25 mm) 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 material that is at least as slip resistant as the other treads of the stair. A painted stripe shall be acceptable. Grooves shall not be used to satisfy this requirement. VISUAL STRIPING N.T.S. NOTE: STAIRWAY HANDDRAILS SHOULD NOT PROJECT MORE THAN 3-1/2" INTO THE REQUIRED WIDTH 34 " - 38 " T O N O S E O F T R E A D 1X BLOCKING OVER 2X BLOCKING 1X BLOCKING OVER 2X BLOCKING (2) 3/8" DIA. 3" LAG BOLTS(2) 3/8" DIA. 3" LAG BOLTS 1/2" S.S. TUBE 3" DIA. X 1/4" STL. PLATE (2) 3/8" DIA. 3" LAG BOLTS 1X BLOCKING OVER 2X BLOCKING MIN 1 1/2" 1 1 / 2 " M I N . (2) 3/8" DIA. 3" LAG BOLTS(2) 3/8" DIA. 3" LAG BOLTS FINISHED STAIR TREAD OR FLOOR SURFACE 3' - 7 " 6" (3 4 " M I N T O 3 8 " M A X ) 3' - 1 " T O T O P 1 1/2"1 3/4" 1 1/2" 1”x 2”TUBE STEEL POSTS @ 5’O.C. MAX 1 1 / 2 " M I N 1-1/2" HANDRAIL STL. 'C' CHANNEL PER STRUCTURAL NOTE: 1. ALL WELDS TO BE CONTINUOUS AND GROUND SMOOTH 1/2" THICK GALVANIZED IRON PLATE STEEL, SPACE APPROX. 24" O.C. GAP1 3/4" GLASS GUARDRAIL 3/4" = 1'-0"6 STAIR HANDRAIL EXTENSION DETAIL 3/4" = 1'-0"7 RAMP & STAIR HANDRAIL RETURN, TYPICAL 3/4" = 1'-0"2 HANDRAILS AT STAIRS, TYPICAL1 1" = 1'-0"1 TYPICAL HANDRAIL RETURN AT STEEL STAIR LANDING 6" = 1'-0"5 HANDRAIL DETAIL AT WALL (WD STUD) 1 1/2" = 1'-0"4 GUARD W/ HANDRAIL SECT. 1 1/2" = 1'-0"3 GUARD W/ HANDRAIL ELEV. 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A7.3 HANDRAIL & GUARDRAIL DETAILS 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT No. Description Date 1 BUILDING COMMENTS 03/07/2023 Seal of Approval 1/4" / 12" BACKER ROD & SEALANT GLAZING SYSTEM ISOLATION JOINT #10 X 11/4"PHSMS SCREWS @ 6" O.C.OR PER MFR. DOOR PER SCHEDULE ALUMINUM THRESHOLD SET IN SEALANT BED @ INTERIOR/EXTERIOR CONDITION ALUMINUM STOREFRONT SLAB WHERE OCCURS PER STRUCTURAL / CIVIL FLOOR FINISH PER INTERIOR FINISH SCHEDULE COMPRESSIBLE EXPANSION STRIP WITH SEALANT AND BACKER ROD INTERIOREXTERIOR SECTION VIEW 1/ 2 " M A X . 1/ 4 " M A X . STOREFRONT SYSTEM STOREFRONT SYSTEM NOTE: 1. PROVIDE FIRE-RATED FRAMES AS SCHEDULED. REFER TO DOOR & STOREFRONT SCHEDULE. 2. PROVIDE PAINTABLE SEALANT BETWEEN DOOR FRAME, AND PARTITION WHERE GAPS, HOLES, VOIDS, ETC. OCCUR UPON/AFTER INSTALLATION OF DOOR FRAME, TYP. WALL TYPE PER PLANWALL TYPE PER PLAN WOOD STUD PER PLAN BACKER ROD & SEALANT GLAZING SYSTEM #10 X 11/4"PHSMS SCREWS @ 6" O.C.OR PER MFR. NOTE: 1. PROVIDE FIRE-RATED FRAMES AS SCHEDULED. REFER TO DOOR & STOREFRONT SCHEDULE. 2. PROVIDE PAINTABLE SEALANT BETWEEN DOOR FRAME, AND PARTITION WHERE GAPS, HOLES, VOIDS, ETC. OCCUR UPON/AFTER INSTALLATION OF DOOR FRAME, TYP. WALL TYPE PER PLANWALL TYPE PER PLAN WOOD STUD PER PLAN BACKER ROD & SEALANT GLAZING SYSTEM #10 X 11/4"PHSMS SCREWS @ 6" O.C.OR PER MFR. BACKER ROD & SEALANT GLAZING SYSTEM FLOOR PER PLAN #10 X 11/4"PHSMS SCREWS @ 6" O.C.OR PER MFR. STOREFRONT SYSTEM BACKER ROD & SEALANT WRAP BUILDING PAPER AROUND OPENING EXISTING EXTERIOR WALL RE: FLOOR PLAN SHIM AS NEEDED #10 X 11/4"PHSMS SCREWS @ 6" O.C.OR PER MFR. STOREFRONT SYSTEM BACKER ROD & SEALANT WRAP BUILDING PAPER AROUND OPENING EXISTING EXTERIOR WALL RE: FLOOR PLAN SHIM AS NEEDED #10 X 11/4"PHSMS SCREWS @ 6" O.C.OR PER MFR. STOREFRONT VERTICAL MULLION STOREFRONT HORIZONTAL MULLION BEYOND STOREFRONT SYSTEM BACKER ROD & SEALANT WRAP BUILDING PAPER AROUND OPENING EXISTING EXTERIOR WALL RE: FLOOR PLAN #10 X 11/4"PHSMS SCREWS @ 6" O.C.OR PER MFR. 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A7.4 GLAZING & STOREFRONT DETAILS 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT 6" = 1'-0"1 STOREFRONT SILL @ EXTERIOR SLAB 6" = 1'-0"4 STOREFRONT DOOR THRESHOLD 6" = 1'-0"5 STOREFRONT DOOR (JAMB) 6" = 1'-0"6 STOREFRONT DOOR (HEAD) 6" = 1'-0"9 STOREFRONT @ INTERIOR WOOD (HEAD) 6" = 1'-0"8 STOREFRONT @ INTERIOR WOOD (JAMB) 6" = 1'-0"7 STOREFRONT @ INTERIOR FLOOR (SILL) No. Description Date 1 BUILDING COMMENTS 03/07/2023 2 BUILDING COMMENTS 04/01/2023 3 BUILDING COMMENTS 05/22/2023 6" = 1'-0"2 STOREFRONT HEAD @ STUCCO 6" = 1'-0"3 STOREFRONT DOOR HEAD @ STUCCO 6" = 1'-0"12 STOREFRONT MULLION (VERT. & HORIZ.) 6" = 1'-0"13 STOREFRONT JAMB @ STUCCO 3 3 3 3 3 3 3 Seal of Approval ROOF SLOPE PER ROOF PLAN EXISTING ROOF BACKER ROD & SEALANT TOP PLATE RESILIENT CHANNEL AS NEEDED 5/8" TYPE X GYPSUM BOARD ROOF SLOPE PER ROOF PLAN EXISTING ROOF FIRE CAULKING TOP PLATE RESILIENT CHANNEL AS NEEDED 5/8" TYPE X GYPSUM BOARD, TYP. SHAFT LINER BOARD: GOLD BOND® XP® FIRE-SHIELD® GYPSUM BOARD OR APPROVED EQUAL 5/8" TYPE X GYPSUM BOARD, TYP. FIRE CAULKING, TYP. INTERIOR FLOOR RIM JOIST RESILIENT CHANNEL AS NEEDED 5/8" TYPE X GYPSUM BOARD FLOOR BEAM RE: STR. STEEL COLUM BEYOND RE: STR. STEEL COLUM BEYOND RE: STR. EXTERIOR INTERIOR EXISTING WALL. RE: PLANS & ASSEMBLIES BEAM. RE: STRUCTURAL SHAFT LINER BOARD: GOLD BOND® XP® FIRE-SHIELD® GYPSUM BOARD OR APPROVED EQUAL 5/8" TYPE X GYPSUM BOARD, TYP. INTERIOR FLOOR BEAM. RE: STRUCTURAL RESILIENT CHANNEL AS NEEDED 5/8" TYPE X GYPSUM BOARD FLOOR BEAM RE: STR. STEEL COLUM BEYOND RE: STR. STEEL COLUM BEYOND RE: STR. ELEVATOR SHAFT FIRE CAULKING, TYP. 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A7.5 FLOOR/ROOF/WALL INTERSECTION DETAILS 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT No. Description Date 2 BUILDING COMMENTS 04/01/2023 3 BUILDING COMMENTS 05/22/2023 3" = 1'-0"2 0-HR WALL @ ROOF 3" = 1'-0"1 1-HR WALL @ ROOF 3" = 1'-0"3 1-HR EXT. WALL @ FLOOR 3" = 1'-0"4 1-HR ELEVATOR WALL @ FLOOR 3 Seal of Approval A 2 3 WOMEN'S MEN'S CL R . 3' - 0 " 10' - 8"10' - 0" D6D6 CLR. 5' - 0" MIN. IW1 NR 4 IW1 NR 4 2' - 0" 2' - 0" 12 ' - 6 " HALLWAY D11 D10 D10 HANDSINK, TYP. URINAL, TYP. TY P . 17 " - 1 8 " REFER TO A0.2 THRU A0.9 FOR ACCESSIBILITY COMPLIANCE, TYP. MIRORR, TYP. IW2 NR 6 18 " M I N TY P . 17 " - 1 8 " 18 " M I N C 3 RESTROOM #1 D12 17"-18" IW3 1 6 IW2 NR 6 IW1 NR 4 IW2 NR 6 IW1 NR 4 2' - 0 " 8' - 1 1 / 2 " 8' - 6" HANDSINKWALL MOUNT TOILET MIRROR REFER TO A0.2 THRU A0.9 FOR ACCESSIBILITY COMPLIANCE, TYP. 18" MIN 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A8.1 ENLARGED PLANS 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT 1/2" = 1'-0"2 RESTROOM #2 ENLARGED PLAN 1/2" = 1'-0"1 RESTROOM #1 ENLARGED PLAN No. Description Date 1 BUILDING COMMENTS 03/07/2023 Seal of Approval SHINGLE LAP THE WEATHER -RESISTIVE BARRIER INTO THE ROUGH OPENING AS ILLUSTRATED IN WINDOW DETAILS W I N D O W I N S T A L L A T I O N N O T E S INSTALL A SELF-ADHERED FLASHING INTO THE ROUGH OPENING AT THE SILL AND UP THE JAMBS 6 INCHES TO FORM END DAMS, AND TURN UP THE BACKSIDE OF THE FLASHING TO FORM A BACKDAM (SELF ADHERED PAN FLASHING). ENSURE THE BACKDAM IS FULLY SEALED TO PREVENT AIR INFILTRATION BETWEEN THE SELF-ADHERED PAN FLASHING AND THE WINDOW SILL. INSTALL TWO STAGGERED, DISCONTINUOUS SEALANT BEADS IN THE SILL PAN. INSTALL FINNED WINDOW ASSEMBLY PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL A SHEET METAL HEAD FLASHING OVER SELF-ADHERED FLASHING AT WINDOW HEAD AND SHINGLE LAP THE WEATHER-RESISTIVE BARRIER OVER THE SHEET METAL HEAD FLASHING AND WEEP MECHANISM. APPLY SELF-ADHERED FLASHING OVER THE JAMB AND HEAD MAIL FINS IN A SHINGLE LAP MANNER. PROVIDE PERIMETER AIR SEAL AT THE FULL PERIMETER OF THE WINDOW ASSEMBLE AT THE INTERIOR. THE AIR SEAL CAN BE ACCOMPLISHED WITH CLOSED CELL SPRAY FOAM OR A BACKER ROD AND SEALANT JOINT. FIXED WINDOW: U-FACTOR 0.36 MAX SHGC 0.25 MAX VT 0.42 MIN WWR 40% MAX OPERABLE WINDOW: U-FACTOR 0.46 MAX SHGC 0.22 MAX VT 0.32 MIN WWR 40% MAX STOREFRONT: U-FACTOR 0.41 MAX SHGC 0.26 MAX VT 0.46 MIN WWR 40% MAX EXTERIOR DOOR:U-FACTOR 0.70 MAX (CLIMATE ZONE 9) D O O R A N D W I N D O W G E N E R A L N O T E S ALL PRODUCTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND WARRANTIES. NOTIFY ARCHITECT OF ANY DISCREPANCIES. ALL MATERIALS AND FINISHES SHALL BE REVIEWED AND APPROVED BY OWNER. PROVIDE ACCESSIBLE HARDWARE AT ACCESSIBLE DOORS AS APPLICABLE ALL NEW EXTERIOR DOORS AND WINDOWS TO PROVIDE U-FACTOR TESTED AS A FACTORY UNIT WITH A VERIFICATION LABEL ALL NEW EXTERIOR DOORS AND WINDOWS TO PROVIDE SHGC TESTED AS A FACTORY UNIT WITH A VERIFICATION LABEL 1 2 3 4 5 6 INSTALL WATERTIGHT PAN FLASHING, SET IN SEALANT BED, WITH BACK AND SIDE DAMS AT SWING DOOR THRESHOLDS E X T E R I O R D O O R I N S T A L L A T I O N N O T E S SET SWING DOOR ASSEMBLY AND THRESHOLD INTO THE SILL PAN FLASHING OVER TWO STAGGERED, DISCONTINUOUS SEALANT BEADS. ENSURE THAT THE BACK DAM IS SEALED TO PREVENT AIR INFILTRATION BETWEEN THE PAN FLASHING AND THE FENESTRATION. INSTALL SELF-ADHERED FLASHING ONTO THE ADJACENT WEATHER- RESISTIVE BARRIER AT THE DOOR JAMBS, LAP THE FLASHING INTO THE ROUGH OPENING AND SHINGLE LAP THE FLASHING INTO THE SHEET METAL PAN FLASHING OVER THE END DAMS. AT DOOR THRESHOLDS, UTILIZE A HALF SADDLE THRESHOLD THAT WILL ALLOW FOR PROPER CONFIGURATION OF THE PAN FLASHING BACKDAM. DEPENDING UPON THE THICKNESS OF THE FLOOR MATERIAL ADJACENT TO THE PAN FLASHING BACKDAM, TRANSITION STRIPS CAN BE UTILIZED AT THE BACKSIDE OF THE PAN FLASHING, AS REQUIRED, TO AVOID VERTICAL OFFSETS GREATER THAN 1/2 INCH AT TYPE B UNITS. AT DOOR HEADS, SHINGLE LAP THE SELF-ADHERED FLASHING ONTO THE SWING DOOR FRAME HEAD, INSTALL SHEET METAL FLASHING AND WEEP MECHANISM (WHERE APPLICABLE) OVER THE SELF-ADHERED FLASHING, AND SHINGLE LAP THE WEATHER-RESISTIVE BARRIER OVER THE SHEET METAL FLASHING / WEEP MECHANISM. PROVIDE A PERIMETER AIR SEAL AT THE FULL PERIMETER OF THE WINDOW ASSEMBLY AT THE INTERIOR. THE AIR SEAL CAN BE ACCOMPLISHED WITH CLOSED CELL SPRAY FOAM OR A BACKER ROD AND SEALANT JOINT. PROVIDE FILLET SEAL WITH BOND BREAKER TAPE AT THE DOOR JAMB TO TRIM INTERFACE. 1 2 3 4 5 6 7 1 2 3 4 5 6 7 SF1 D1 T T 2" 3' - 8 " 2" 8' - 0 " 12 ' - 0 " 2" 5' - 8" 2" 6' - 0" SF2 T 2" 6' - 8" 2" 7' - 0" 2" 11 ' - 8 " 2" 12 ' - 0 " T SF3 2" 11 ' - 8 " 2" 12 ' - 0 " 2" 5' - 8" 2" 6' - 0" TT SF4 2" 11 ' - 8 " 2" 12 ' - 0 " 2" 2' - 8" 2" 3' - 0" SF5 T 2" 3' - 8" 2" 4' - 0" 2" 11 ' - 8 " 2" 12 ' - 0 " SF6 T 2" 5' - 8" 2" 6' - 0" 2" 11 ' - 8 " 2" 12 ' - 0 " B HOLLOW METAL SINGLE DOOR WIDTH HE I G H T A STOREFRONT OFFICE PARTITION SINGLE DOOR T = TEMPERED GLASS T WIDTH HE I G H T AA STOREFRONT OFFICE PARTITION DOUBLE DOOR T = TEMPERED GLASS T WIDTH HE I G H T T C SOLID CORE SINGLE DOOR WIDTH HE I G H T E ELEVATOR DOOR HE I G H T WIDTH FINISHED FLOOR CC SOLID CORE DOUBLE DOOR HE I G H T WIDTH ENTRANCE LOCKSET HW1: EXTERIOR GLASS ENTRANCE DOUBLE DOORS (3) FULL MORTISE HINGE AT EA. DOOR CLOSER DOOR STOP SILENCER PUSH AND PULL BAR PERIMETER WEATHER SEAL DOOR BOTTOM SWEEP H W 2 : EXTRIOR UTILITY DOOR H A R D W A R E S E T S THRESHOLD ASTRAGAL ENTRANCE LOCKSET (3) FULL MORTISE HINGE AT EA. DOOR DOOR STOP SILENCER PERIMETER WEATHER SEAL THRESHOLD H W 3 : INTRIOR DOOR ENTRANCE LOCKSET (3) FULL MORTISE HINGE AT EA. DOOR DOOR STOP SILENCER THRESHOLD 3016 E Colorado Blvd., Suite 5223 Pasadena, CA 91107 626.900.2552 architects.crown@gmail.com Project number Date Sheet No. Use of Architect's Drawings Drawings, specifications, and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Visual contact with these documents constitute prima facie acceptance of these conditions. Do not scale drawings. Contractor shall verify and be responsible for all dimensions and conditions on the site. Any discrepancies to be reported immediately to Architect & Owner prior to installation of work. © 2022 Crown Architects, Inc. Architect of Record Revisions A9.0 DOOR SCHEDULES 22-038 12/23/2022 LI V E O A K O F F I C E R E M O D E L 41 E L I V E O A K A V E , A R C A D I A , C A 9 1 0 0 6 CD/PERMIT DOOR SCHEDULE DOOR NO. DOOR TYPE DOOR SIZE DOOR MATERIAL DOOR FRAME FIRE RATING HARDWAR E COMMENTSWIDTH HEIGHT MATERIAL FINISH FRAME MATERIAL FRAME FINISH D1 AA 5' - 8" 8' - 0" GLASS N/A ALUMINUM STAIN NR HW1 EXTERIOR STOREFRONT DOUBLE DOOR D2 B 3' - 0" 7' - 0" HOLLOW METAL PAINT HOLLOW METAL PAINT NR HW2 EXTERIOR HOLLOW METAL SINGLE DOOR D3 A 3' - 6" 8' - 0" GLASS N/A ALUMINUM STAIN NR HW1 EXTERIOR STOREFRONT SNGLE DOOR D4 AA 6' - 0" 6' - 11" GLASS N/A ALUMINUM STAIN NR HW3 INTERIOR OFFICE PARTITION DOUBLE DOOR D5 A 3' - 0" 10' - 10" GLASS N/A ALUMINUM STAIN NR HW3 INTERIOR OFFICE PARTITION SINGLE DOOR D6 C 3' - 0" 6' - 8" SOLID CORE STAIN ALUMINUM STAIN 1 HOUR HW3 INTERIOR SINGLE DOOR D8 E 3' - 6" 7' - 6" PER MANUF.PAINT PER MANUF. PAINT 1 HOUR PER MANF. ELEVATOR DOOR PER MANUFACTURER D9 CC 6' - 0" 7' - 0" GLASS N/A ALUMINUM STAIN NR HW3 INTERIOR DOUBLE DOOR D10 C 3' - 0" 6' - 8" SOLID PLASTIC PER MANF.N/A N/A NR PER MANF. RESTROOM PARTITION DOOR PER MANUFACTURER D11 C 2' - 8" 6' - 8" SOLID PLASTIC PER MANF.N/A N/A NR PER MANF. RESTROOM PARTITION DOOR PER MANUFACTURER D12 C 3' - 0" 6' - 8" SOLID CORE STAIN ALUMINUM STAIN NR HW3 INTERIOR OFFICE SINGLE DOOR FINISH FLOOR No. Description Date 1 BUILDING COMMENTS 03/07/2023 3 BUILDING COMMENTS 05/22/2023 T = TEMPERED GLASS 3 Seal of Approval OFFICE INTERIOR REMODEL 41 E LIVE OAK AVE., ARCADIA, CA 91006 RONGYAO LEI 02-25-2023C90470 · · PR E P A R E D B Y : LI V E O A K O F F I C E R E M O D E L PR O J E C T : SH E E T T I T L E : RL E N G I N E E R I N G P: 4 1 5 - 8 8 7 - 8 6 9 1 E: R O N G . R L E N G R @ G M A I L . C O M REVISIONS BY DATE: DRAWN: JOB #: SHEET: 11/20/2023 R.L. 22-1039 SCALE:PER PLAN PCC #1 RL1 CLIENT REV RL2 PCC #2 RL3 SN-1 GE N E R A L N O T E S SPECIAL INSPECTION MASONRY CONSTRUCTION SOILS INSPECTION CONCRETE CONSTRUCTION STEEL CONSTRUCTIONWOOD FRAMING SPECIAL INSPECTION (CONTINUED) COLD-FORMED STEEL FRAMING FOR SFRS ONLY SPECIAL INSPECTION (CONTINUED) NONDESTRUCTIVE TESTING OF STRUCTURAL STEEL FOR THE SEISMIC FORCE-RESISTING SYSTEMS OF STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY B, C, D, E OR F (PER AISC 341-16, SECTION J.6). OTHER COMPONENTS SPECIAL INSPECTION (CONTINUED) SPECIAL INSPECTION (CONTINUED) PR E P A R E D B Y : LI V E O A K O F F I C E R E M O D E L PR O J E C T : SH E E T T I T L E : RL E N G I N E E R I N G P: 4 1 5 - 8 8 7 - 8 6 9 1 E: R O N G . R L E N G R @ G M A I L . C O M REVISIONS BY DATE: DRAWN: JOB #: SHEET: 11/20/2023 R.L. 22-1039 SCALE:PER PLAN PCC #1 RL1 CLIENT REV RL2 PCC #2 RL3 SN-2 SP E C I A L I N S P E C T I O N WH UP UP 2 3 41 OFFICE ELEVATORELEV. MECH. (E) ELEC. & SERVER SERVER RESTROOM #1 OFFICE LOBBY OFFICE STAIR #1 HALLWAY STAIR #2 JANITOR MOP SINK A B C D E NOTE: 1.CONTRACTOR SHALL PROVIDE ADEQUATE SHORING PRIOR TO DEMOLISH OF ANY STRUCTURAL ELEMENTS. 2. CONTRACTOR SHALL IDENTIFY AND REPLACE ALL DEFECTED OR DAMAGED EXISTING STRUCTURAL ELEMENTS, SUCH AS JOIST, BEAMS, STUDS, CONNECTION HARDWARE, ETC. 3. THE PROPOSED PLANS ARE BASED ON BEST INFORMATION CURRENTLY AVAILABLE WHEN THE DRAWINGS ARE PREPARED. NO WARRANTY IS IMPLIED AS TO ACCURACY OF THE EXISTING CONDITIONS INDICATED ON DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURAL MEMBERS IN FIELD AND IDENTIFY ANY DISCREPANCIES BETWEEN AS-BUILT STRUCTURE AND PROPOSED DESIGN PRIOR TO OR DURING THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ENGINEER OR ARCHITECT IN WRITING IMMEDIATELY IF THERE'S ANY MAJOR DISCREPANCIES THAT IS DETRIMENTAL TO THE JOB. PR E P A R E D B Y : LI V E O A K O F F I C E R E M O D E L PR O J E C T : SH E E T T I T L E : RL E N G I N E E R I N G P: 4 1 5 - 8 8 7 - 8 6 9 1 E: R O N G . R L E N G R @ G M A I L . C O M REVISIONS BY DATE: DRAWN: JOB #: SHEET: 11/20/2023 R.L. 22-1039 SCALE:PER PLAN PCC #1 RL1 CLIENT REV RL2 PCC #2 RL3 S-1 FO U N D A T I O N P L A N WH UP UP 2 3 41 OFFICE ELEVATORELEV. MECH. (E) ELEC. & SERVER SERVER RESTROOM #1 OFFICE LOBBY OFFICE STAIR #1 HALLWAY STAIR #2 JANITOR MOP SINK A B C D E NOTE: 1.CONTRACTOR SHALL PROVIDE ADEQUATE SHORING PRIOR TO DEMOLISH OF ANY STRUCTURAL ELEMENTS. 2. CONTRACTOR SHALL IDENTIFY AND REPLACE ALL DEFECTED OR DAMAGED EXISTING STRUCTURAL ELEMENTS, SUCH AS JOIST, BEAMS, STUDS, CONNECTION HARDWARE, ETC. 3. THE PROPOSED PLANS ARE BASED ON BEST INFORMATION CURRENTLY AVAILABLE WHEN THE DRAWINGS ARE PREPARED. NO WARRANTY IS IMPLIED AS TO ACCURACY OF THE EXISTING CONDITIONS INDICATED ON DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURAL MEMBERS IN FIELD AND IDENTIFY ANY DISCREPANCIES BETWEEN AS-BUILT STRUCTURE AND PROPOSED DESIGN PRIOR TO OR DURING THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ENGINEER OR ARCHITECT IN WRITING IMMEDIATELY IF THERE'S ANY MAJOR DISCREPANCIES THAT IS DETRIMENTAL TO THE JOB. PR E P A R E D B Y : LI V E O A K O F F I C E R E M O D E L PR O J E C T : SH E E T T I T L E : RL E N G I N E E R I N G P: 4 1 5 - 8 8 7 - 8 6 9 1 E: R O N G . R L E N G R @ G M A I L . C O M REVISIONS BY DATE: DRAWN: JOB #: SHEET: 11/20/2023 R.L. 22-1039 SCALE:PER PLAN PCC #1 RL1 CLIENT REV RL2 PCC #2 RL3 S-2 2N D F L O O R F R A M I N G P L A N DN DN A B C D E 2 3 41 WOMEN'S MEN'S ACCT OFFICEMGR OFFICEPRIN. OFFICE COPY AREA TOP AGT OFFICE TOP AGT OFFICE ELEVATOR BREAK ROOM OPEN OFFICE TOP AGT OFFICE HALLWAY STAIR #1 STAIR #2 NOTE: 1.CONTRACTOR SHALL PROVIDE ADEQUATE SHORING PRIOR TO DEMOLISH OF ANY STRUCTURAL ELEMENTS. 2. CONTRACTOR SHALL IDENTIFY AND REPLACE ALL DEFECTED OR DAMAGED EXISTING STRUCTURAL ELEMENTS, SUCH AS JOIST, BEAMS, STUDS, CONNECTION HARDWARE, ETC. 3. THE PROPOSED PLANS ARE BASED ON BEST INFORMATION CURRENTLY AVAILABLE WHEN THE DRAWINGS ARE PREPARED. NO WARRANTY IS IMPLIED AS TO ACCURACY OF THE EXISTING CONDITIONS INDICATED ON DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURAL MEMBERS IN FIELD AND IDENTIFY ANY DISCREPANCIES BETWEEN AS-BUILT STRUCTURE AND PROPOSED DESIGN PRIOR TO OR DURING THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ENGINEER OR ARCHITECT IN WRITING IMMEDIATELY IF THERE'S ANY MAJOR DISCREPANCIES THAT IS DETRIMENTAL TO THE JOB. PR E P A R E D B Y : LI V E O A K O F F I C E R E M O D E L PR O J E C T : SH E E T T I T L E : RL E N G I N E E R I N G P: 4 1 5 - 8 8 7 - 8 6 9 1 E: R O N G . R L E N G R @ G M A I L . C O M REVISIONS BY DATE: DRAWN: JOB #: SHEET: 11/20/2023 R.L. 22-1039 SCALE:PER PLAN PCC #1 RL1 CLIENT REV RL2 PCC #2 RL3 S-3 RO O F F R A M I N G P L A N PR E P A R E D B Y : LI V E O A K O F F I C E R E M O D E L PR O J E C T : SH E E T T I T L E : RL E N G I N E E R I N G P: 4 1 5 - 8 8 7 - 8 6 9 1 E: R O N G . R L E N G R @ G M A I L . C O M REVISIONS BY DATE: DRAWN: JOB #: SHEET: 11/20/2023 R.L. 22-1039 SCALE:PER PLAN PCC #1 RL1 CLIENT REV RL2 PCC #2 RL3 SD-1 ST R U C T U R A L D E T A I L S PR E P A R E D B Y : LI V E O A K O F F I C E R E M O D E L PR O J E C T : SH E E T T I T L E : RL E N G I N E E R I N G P: 4 1 5 - 8 8 7 - 8 6 9 1 E: R O N G . R L E N G R @ G M A I L . C O M REVISIONS BY DATE: DRAWN: JOB #: SHEET: 11/20/2023 R.L. 22-1039 SCALE:PER PLAN PCC #1 RL1 CLIENT REV RL2 PCC #2 RL3 SD-1.1 ST R U C T U R A L D E T A I L S PR E P A R E D B Y : LI V E O A K O F F I C E R E M O D E L PR O J E C T : SH E E T T I T L E : RL E N G I N E E R I N G P: 4 1 5 - 8 8 7 - 8 6 9 1 E: R O N G . R L E N G R @ G M A I L . C O M REVISIONS BY DATE: DRAWN: JOB #: SHEET: 11/20/2023 R.L. 22-1039 SCALE:PER PLAN PCC #1 RL1 CLIENT REV RL2 PCC #2 RL3 SD-2 ST R U C T U R A L D E T A I L S PR E P A R E D B Y : LI V E O A K O F F I C E R E M O D E L PR O J E C T : SH E E T T I T L E : RL E N G I N E E R I N G P: 4 1 5 - 8 8 7 - 8 6 9 1 E: R O N G . R L E N G R @ G M A I L . C O M REVISIONS BY DATE: DRAWN: JOB #: SHEET: 11/20/2023 R.L. 22-1039 SCALE:PER PLAN PCC #1 RL1 CLIENT REV RL2 PCC #2 RL3 SD-3 ST R U C T U R A L D E T A I L S PR E P A R E D B Y : LI V E O A K O F F I C E R E M O D E L PR O J E C T : SH E E T T I T L E : RL E N G I N E E R I N G P: 4 1 5 - 8 8 7 - 8 6 9 1 E: R O N G . R L E N G R @ G M A I L . C O M REVISIONS BY DATE: DRAWN: JOB #: SHEET: 11/20/2023 R.L. 22-1039 SCALE:PER PLAN PCC #1 RL1 CLIENT REV RL2 PCC #2 RL3 SD-4 ST R U C T U R A L D E T A I L S ROOF TOP EQUIPMENT ROOF TOP EQUIPMENT PR E P A R E D B Y : LI V E O A K O F F I C E R E M O D E L PR O J E C T : SH E E T T I T L E : RL E N G I N E E R I N G P: 4 1 5 - 8 8 7 - 8 6 9 1 E: R O N G . R L E N G R @ G M A I L . C O M REVISIONS BY DATE: DRAWN: JOB #: SHEET: 11/20/2023 R.L. 22-1039 SCALE:PER PLAN PCC #1 RL1 CLIENT REV RL2 PCC #2 RL3 SD-5 ST R U C T U R A L D E T A I L S DN DN DN S79°00'30"W 1 7 0 . 9 7 ' N89°04'45"E 192.00' LO U I S E A V E S0 0 ° 5 5 ' 2 5 " E 1 8 4 . 7 0 ' S0 0 ° 5 5 ' 2 5 " E 1 7 7 . 9 3 ' LIVE OAK A V E (E) 2-STORY OFFICE BLDGBLDG COVERAGE:3,896 SF BLDG SQ.FT.:7,792 SF (E) TRASH ENCLOSURETO REMAIN (E) ADA RAMP TO REMAIN (E) 14 PARKINGTO REMAIN (E) CMU FENCINGTO REMAIN, TYP. (E) CMU FENCINGTO REMAIN, TYP. (E) ASPAHALT PAVING (E) SIDE WALK &STEPS TO REMAIN,TYP. (E) SIDE WALK (E) LANDSCAPE TOREMAIN, TYP. (E) STAIRS TOREMAIN, TYP. 4 8 ' - 4 1 / 2 " S E T B A C K LOT 19 & 20 0.87 ACRE 38,101 SF LOT 65 LOT 1LOT 18 (E ) 2 H A N D I C A P P E D PA R K I N G T O R E M A I N , (E ) 1 P A R K I N G TO R E M A I N , (E ) 1 6 P A R K I N G TO R E M A I N , (E ) 9 P A R K I N G TO R E M A I N , (E ) 5 P A R K I N G TO R E M A I N , 117'-1 3/4" SETBACK (E) TRENCH DRAINTO REMAIN (E) CANOPY & STAIRS TO BE REMOVED (3) BIKE RACKS 2% 2% 2% 2% 2% 2% M-1 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 / 12 / 2 0 2 2 1 GENERAL NOTE: DESCRIPTION MECHANICAL EQUIPMENT SCHEDULE ME C H A N I C A L S Y M B O L S , LE G E N D , N O T E S , & S C H E D U L E S ROOFTOP HEAT PUMP/ELECTRIC COOLING PACKAGE UNIT SCHEDULE ELECTRICAL: 120/1/60 PANASONIC WHISPER FV-10NLF1 120 CFM @ 3/8" S.P. MOTOR HP: 0.15 932 RPM, SONES: 0.7 4" DUCT JOB SITE SITE PLAN N.T.S. GM DESIGN SERVICE INC. CO R R E C T I O N O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 12 - 3 - 2 0 2 3 2 1 1 2 CO R R E C T I O N 1- 9 - 2 0 2 4 1ST FLOOR PLAN SCALE: 3/16"=1'-0" 2ND FLOOR PLAN SCALE: 3/16"=1'-0" DN M-2 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 /1 2 / 2 0 2 2 1 2 GM DESIGN SERVICE INC. ME C H A N I C A L F L O O R P L A N O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 Provided =4 x 500 = 2000 CFM EXHAUST REQ. FOR WHOLE TENANT/BUILDING VENTILATION REQ. CFM =7128 SF x 0.15 = 1069 CFM 2000 CFM > 1069 CFM ROOF PLAN SCALE: 3/16"=1'-0" R10 ' - 0 " R1 0 ' - 0 " M-3 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 /1 2 / 2 0 2 2 1 2 GM DESIGN SERVICE INC. ME C H A N I C A L R 0 0 F P L A N O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 M-4 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 /1 2 / 2 0 2 2 1 2 GM DESIGN SERVICE INC. ME C H A N I C A L D E T I A L S O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 M-5 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 /1 2 / 2 0 2 2 1 2 GM DESIGN SERVICE INC. ME C H A N I C A L E N E R G Y F O R M S O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 M-6 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 /1 2 / 2 0 2 2 1 2 GM DESIGN SERVICE INC. ME C H A N I C A L E N E R G Y F O R M S O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 CAROL LI STANTEC CONSULTING SERVICES, INC. 801S FIGUEROA ST. LOS ANGELES CA 90017 (626)362 0648 CAROL LI 12 / 7 / 2023 M-7 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 /1 2 / 2 0 2 2 1 2 GM DESIGN SERVICE INC. ME C H A N I C A L E N E R G Y F O R M S O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 M-8 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 /1 2 / 2 0 2 2 1 2 GM DESIGN SERVICE INC. ME C H A N I C A L E N E R G Y F O R M S O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 DN DN DN S79°00'30"W 1 7 0 . 9 7 ' N89°04'45"E 192.00' LO U I S E A V E S00 ° 5 5 ' 2 5 " E 1 8 4 . 7 0 ' S0 0 ° 5 5 ' 2 5 " E 1 7 7 . 9 3 ' LIVE OAK A V E (E) 2-STORY OFFICE BLDG BLDG COVERAGE:3,896 SFBLDG SQ.FT.:7,792 SF (E) TRASH ENCLOSURE TO REMAIN (E) ADA RAMPTO REMAIN (E) 14 PARKING TO REMAIN (E) CMU FENCING TO REMAIN, TYP. (E) CMU FENCINGTO REMAIN, TYP. (E) CONCRETESWALE TO REMAIN (E) ASPAHALT PAVING (E) SIDE WALK &STEPS TO REMAIN,TYP. (E) SIDE WALK (E) LANDSCAPE TOREMAIN, TYP. (E) STAIRS TOREMAIN, TYP. 4 8 ' - 4 1 / 2 " S E T B A C K LOT 19 & 20 0.87 ACRE 38,101 SF LOT 65 LOT 1LOT 18 (E ) 2 H A N D I C A P P E D PA R K I N G T O R E M A I N , (E ) 1 P A R K I N G TO R E M A I N , (E ) 1 6 P A R K I N G TO R E M A I N , (E ) 9 P A R K I N G TO R E M A I N , (E ) 5 P A R K I N G TO R E M A I N , 117'-1 3/4" SETBACK (E) TRENCH DRAIN TO REMAIN (E) CANOPY & STAIRS TO BE REMOVED (E) CANOPY TO BE REMOVED (3) BIKE RACKS (E) TRENCH DRAINTO REMAIN 2% 2% 2% 2% 2% 2% LEGEND & ABBREVIATIONS LEGEND & ABBREVIATIONS DOMESTIC WATER CALCULATION DOMESTIC WATER PIPING SIZING DRAWING INDEX FIXTURE CONNECTION SCHEDULE (BRANCH SIZES) GENERAL NOTES GENERAL NOTES NOTES P-1 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 / 12 / 2 0 2 2 - 1 PL U M B I N G S Y M B O L S , L E G E N D , N O T E S , & S C H E D U L E S FIXTURE UNIT - SITE PLAN N.T.S. N GM DESIGN SERVICE INC. MISC. EQUIPMENT SCHEDULE O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 DN P-2 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 / 12 / 2 0 2 2 - - 21 FL O O R P L A N ( H O T & C O L D W A T E R ) 1ST FLOOR PLAN 3/16" = 1'-0" (HOT & COLD WATER) N GM DESIGN SERVICE INC. O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 2ND FLOOR PLAN 3/16" = 1'-0" (HOT & COLD WATER) N DN P-3 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 / 12 / 2 0 2 2 - - 21 GM DESIGN SERVICE INC. NOTE:THE ACCESSIBLE WATER CLOSTT WILL 2ND FLOOR PLAN 3/16" = 1'-0" (WASTE & VENT) PROVIDE AN OPEN ELONGATED SEAT. FL O O R P L A N ( W A S T E & V E N T ) O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 N1ST FLOOR PLAN 3/16" = 1'-0" (WASTE & VENT) N VENT THRU ROOF/ PIPE THRU ROOF PL U M B I N G D E T A I L S P-4 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 / 12 / 2 0 2 2 - - 21 GM DESIGN SERVICE INC. O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 EXIST'G GROUND 2P 400A M 120/240V, 400A, 1Ø, 3W A (E) (E) EXIST'G "MS" SINGLE LINE DIAGRAM 200A SCOPE OF WORK B (E) (E) 200A EXIST'G GROUND 3P 200A M 120/208, 200A, 3Ø, 4W C (E) (E) EXIST'G "MS" SINGLE LINE DIAGRAM 200A DN DN DN S79°00'30"W 17 0 . 9 7 ' N89°04'45"E 192.00' LO U I S E A V E S00 ° 5 5 ' 2 5 " E 1 8 4 . 7 0 ' S0 0 ° 5 5 ' 2 5 " E 1 7 7 . 9 3 ' LIVE OAK A V E (E) 2-STORY OFFICE BLDG BLDG COVERAGE:3,896 SF BLDG SQ.FT.:7,792 SF (E) TRASH ENCLOSURE TO REMAIN (E) ADA RAMP TO REMAIN (E) 14 PARKING TO REMAIN (E) CMU FENCINGTO REMAIN, TYP. (E) CMU FENCINGTO REMAIN, TYP. (E) CONCRETE SWALE TO REMAIN (E) ASPAHALT PAVING (E) SIDE WALK &STEPS TO REMAIN, TYP. (E) SIDE WALK (E) LANDSCAPE TOREMAIN, TYP. (E) STAIRS TO REMAIN, TYP. 48'-4 1 / 2 " SET B A C K LOT 19 & 20 0.87 ACRE 38,101 SF LOT 65 LOT 1LOT 18 (E ) 2 H A N D I C A P P E D PA R K I N G T O R E M A I N , (E ) 1 P A R K I N G TO R E M A I N , (E ) 1 6 P A R K I N G TO R E M A I N , (E ) 9 P A R K I N G TO R E M A I N , (E ) 5 P A R K I N G TO R E M A I N , 117'-1 3/4" SETBACK (E) TRENCH DRAIN TO REMAIN (E) CANOPY & STAIRS TO BE REMOVED (E) CANOPY TO BE REMOVED (3) BIKE RACKS (E) TRENCH DRAINTO REMAIN 2% 2% 2% 2% 2% 2% E-1 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 /1 2 / 2 0 2 2 GE N E R A L N O T E S , L E G E N D , E Q U I P M E N T S C H E D U L 1 SI N G L E L I N E D I A G R A M & S I T E P L A N CO R R E C T I O N 2 O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 GM DESIGN SERVICE INC. SITE PLAN N.T.S. N 11 - 1 6 - 2 0 2 3 3 1 1 1 "A" 1st FLOOR POWER PLAN SCALE: 3/16"=1'-0" 1st FLOOR LIGHTING PLAN SCALE: 3/16"=1'-0" 1-1/4"C-3# & 1#8 GND PROVIDE SHUNT TRIP BREAKER PER ELEVATOR SUPPLIER REQUIREMENTS. 25 HP ELEVATOR 100AS100AF Sab S S ab S Sab Sab SS S S Se f g pr i m a r y d a y l i g h t zo n e se c o n d a r y d a y l i g h t zo n e Scd S S GF C I S ELEVATOR EQUIPMENT SUPPLIER PROVIDE A SWITCH, GFCI RECEPTACLE ELEVATOR PIT AS DIRECTED BY THEAND A LIGHT FIXTURE(100W) MOUNT AT INSTALL DAYLIGHT CONTROL REQUIRED T24 RECEPTACLES (TYP.) RECESS LIGHT(TYP.)EMERGENCY pr i m a r y d a y l i g h t zo n e se c o n d a r y d a y l i g h t zo n e INSTALL DAYLIGHT CONTROL REQUIRED T24 RECEPTACLES (TYP.) S ab S S "C" E-2 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 / 12 / 2 0 2 2 1S T F L O O R P O W E R P L A N A N D L I G H T I N G P L A N 1 2 O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 GM DESIGN SERVICE INC. CO R R E C T I O N 1 3 11 - 1 6 - 2 0 2 3 2nd FLOOR POWER PLAN SCALE: 3/16"=1'-0" 2nd FLOOR LIGHTING PLAN SCALE: 3/16"=1'-0" (E)"B" S S S S S S SS SS S S SS SabScd pr i m a r y d a y l i g h t zo n e se c o n d a r y d a y l i g h t zo n e S S INSTALL DAYLIGHT CONTROL REQUIRED T24 RECEPTACLES (TYP.) LIGHT (TYP.)EMERGENCY pr i m a r y d a y l i g h t zo n e se c o n d a r y d a y l i g h t zo n e INSTALL DAYLIGHT CONTROL REQUIRED T24 RECEPTACLES (TYP.) DN E-3 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 / 12 / 2 0 2 2 2N D F L O O R P O W E R P L A N A N D L I G H T I N G P L A N 1 2 O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 GM DESIGN SERVICE INC. CO R R E C T I O N 2 1 11 - 1 6 - 2 0 2 3 3 CO R R E C T I O N 1- 9 - 2 0 2 4 1.1 1.4 1.4 1.1 2.1 3.3 2.8 0.5 0.5 0.6 0.6 1.5 2.5 3.1 3.1 2.5 4.9 8.7 5.1 1.0 0.7 1.0 4.1 4.2 2.2 5.2 7.2 7.2 5.2 5.7 9.8 6.1 1.3 0.9 1.6 8.1 13.4 4.3 9.2 11.5 11.5 9.2 2.6 6.5 5.9 1.0 0.9 1.9 6.8 7.4 4.2 11.2 11.7 11.7 11.1 3.1 3.0 11.1 12.2 12.2 10.7 6.8 9.8 8.7 10.5 10.3 7.9 7.8 9.4 2.0 1.6 1.2 0.7 0.8 2.0 4.3 8.6 11.6 12.1 10.9 7.6 5.3 5.3 5.7 5.5 4.0 5.5 4.9 4.1 3.5 2.6 1.6 0.9 1.0 2.3 5.3 10.3 12.1 10.8 12.0 8.4 4.6 3.4 2.8 2.4 1.9 0.7 0.6 8.8 7.8 5.3 2.8 1.6 1.2 2.2 4.8 9.5 12.2 12.2 11.3 7.2 3.6 2.2 1.5 1.2 0.9 0.9 0.7 12.1 11.7 8.8 4.4 2.1 1.3 1.7 3.3 6.4 9.3 9.9 8.1 4.8 2.9 2.0 1.5 1.3 1.0 0.9 0.9 0.6 1.7 3.6 8.0 12.1 10.7 12.1 10.3 5.3 2.3 1.1 1.1 2.0 3.2 4.6 4.9 4.1 3.2 2.9 2.7 2.8 2.6 2.1 7.3 7.3 0.5 1.5 3.2 7.1 11.2 12.2 12.1 9.4 4.7 2.1 0.9 0.5 1.0 1.6 2.1 2.2 2.4 2.7 3.3 4.8 6.2 6.1 4.4 11.7 13.9 0.5 1.4 2.7 4.8 8.0 9.8 9.1 6.2 3.2 1.7 0.8 0.5 0.6 0.7 0.8 1.0 1.6 2.6 4.8 8.7 10.9 10.8 8.3 6.2 4.6 1.0 1.8 2.8 3.7 4.6 5.1 4.5 3.2 2.1 1.5 1.2 1.3 1.3 1.1 0.7 0.6 1.3 2.8 6.5 11.1 11.9 12.0 10.8 2.0 2.3 2.1 3.0 3.8 4.1 3.9 3.3 2.5 1.8 1.6 1.9 2.4 2.9 2.9 2.3 1.6 1.0 1.5 2.8 6.6 11.2 11.9 12.0 10.8 0.7 0.8 3.9 6.3 7.6 6.9 4.8 3.0 1.8 1.3 1.8 3.0 5.0 6.8 6.7 4.8 2.8 1.7 1.5 2.5 4.8 8.9 11.1 11.0 8.6 1.0 1.4 1.6 2.0 2.7 4.0 6.6 8.4 8.0 5.6 6.9 10.6 11.9 10.9 7.5 3.7 1.9 1.5 2.4 5.0 9.1 11.4 11.3 8.8 4.7 2.4 1.5 1.8 2.9 4.8 6.4 6.5 4.7 2.2 2.8 3.2 3.7 4.4 6.9 10.6 12.1 11.8 9.2 9.0 12.4 11.1 12.4 9.5 4.5 2.4 1.9 2.9 6.7 11.4 12.0 12.2 11.1 6.4 2.9 1.6 1.2 1.7 2.4 2.8 2.9 2.4 4.3 6.2 7.0 6.6 6.3 9.1 12.4 11.2 11.9 10.7 8.6 12.4 12.7 12.8 9.3 4.5 2.3 1.8 2.9 6.7 11.3 12.3 12.4 11.1 6.4 3.2 1.8 0.9 0.9 1.2 1.4 1.5 1.3 7.8 10.8 11.6 10.8 8.5 9.1 12.0 12.5 12.2 9.8 6.2 10.5 12.6 12.8 9.1 3.6 1.9 1.6 2.6 5.1 9.1 11.3 11.2 8.7 5.3 4.4 4.6 3.5 0.7 0.6 0.6 0.9 2.8 2.9 1.8 1.8 2.5 5.3 10.2 12.3 11.8 12.6 9.7 7.5 9.0 10.0 9.3 6.5 3.6 6.1 8.5 13.0 9.4 4.5 1.4 1.6 2.0 3.7 8.3 8.7 7.0 5.0 4.2 4.6 10.5 7.1 1.3 1.0 0.7 3.1 7.7 8.4 2.6 2.4 2.6 5.2 10.1 12.3 11.8 12.1 8.8 5.6 5.1 5.0 4.5 3.2 1.9 3.5 6.1 11.3 8.8 5.1 0.8 1.1 1.6 8.3 7.4 4.9 2.8 2.3 5.1 11.6 7.7 1.9 1.0 0.8 5.5 8.3 8.4 3.7 1.9 2.1 3.9 7.6 10.6 11.1 9.5 6.0 3.7 2.8 2.3 2.0 1.6 1.2 2.3 4.7 5.1 1.5 0.5 0.6 1.1 7.5 12.4 7.2 3.6 1.4 1.1 1.3 4.2 4.6 0.8 0.5 0.5 1.1 4.5 4.1 1.8 0.7 1.3 2.4 4.0 5.9 6.4 5.0 3.1 2.0 1.2 0.9 0.7 0.8 1.1 0.7 2.3 3.9 4.3 0.8 4.7 7.8 0.7 4.9 10.5 7.2 0.8 1.1 2.7 1.8 0.7 0.9 1.0 0.9 0.7 4.2 5.6 2.0 3.5 8.6 12.2 7.0 2.9 5.8 10.3 5.5 1.4 3.1 4.7 3.9 0.4 0.6 14.7 15.1 LUMINAIRE SCHEDULE Symbol Label Qty File Lumens LLF WattsCatalog Number Description Lamp A 5 MR24_H2006.i es 418 1.00 40 B 8 LDN6 ALO2 (1000LM) SWW1 (3500K) AR LSS 80CRI.ies 1389 1.00 12.28 MR24 H2006 MR24 COMPOSITE LAMPHEAD, SPECULAR SILVER FACETED REFLECTOR, CLEAR ACRYLIC LENS 3/8" DEEP. ONE 20-WATT 6-VOLT CLEAR T3-1/4 HALOGEN INCANDESCENT, HORIZONTAL POSITION. LDN6 ALO2 (1000LM) SWW1 (3500K) AR LSS 80CRI 6IN LDN Downlight 1000LM 3500K Clear Semi- -Specular 80CRI STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #1 Calc Zone #2 5.3 fc 14.7 fc 0.4 fc 36.8:1 13.3:1 4.0 fc 15.1 fc 0.6 fc 25.2:1 6.7:1 Calculated values include direct and interreflected components. 0.9 0.8 0.6 0.6 1.7 3.7 7.9 11.5 12.2 11.5 7.9 3.7 2.1 2.0 3.3 7.1 11.0 12.2 11.7 8.5 4.1 1.9 2.3 2.2 1.7 1.1 1.1 2.0 4.3 9.2 12.2 10.0 12.2 9.2 4.3 2.4 2.2 3.8 8.4 12.1 10.4 12.2 9.9 4.8 2.1 1.1 2.2 3.0 4.1 5.1 4.8 3.5 2.2 1.6 2.0 3.7 7.9 11.5 12.2 11.5 7.9 3.7 2.1 2.0 3.4 7.3 11.3 12.2 11.9 8.8 4.2 1.9 1.2 3.3 3.9 5.9 8.2 10.1 9.7 6.9 3.6 2.1 1.8 2.7 5.0 8.0 9.2 8.0 5.0 2.6 1.5 4.3 8.8 7.5 9.2 11.5 12.4 12.3 10.0 5.3 2.5 1.5 1.7 2.7 3.9 4.6 3.9 2.7 1.6 0.7 6.1 10.0 10.4 12.0 11.3 12.0 10.8 5.8 2.5 1.3 1.2 2.0 2.8 3.2 2.9 2.0 1.0 5.1 7.0 7.0 6.4 10.4 12.1 11.8 9.0 4.6 2.2 1.3 1.4 2.3 3.2 3.6 3.2 2.4 1.3 0.6 0.8 1.4 2.4 3.9 6.4 8.3 7.8 5.4 3.0 1.7 1.4 2.2 3.8 6.0 7.2 6.2 4.0 2.3 1.1 10.4 10.6 8.4 4.7 2.5 1.3 1.2 1.6 2.1 0.7 0.5 0.8 1.5 2.6 3.6 4.3 4.2 3.1 2.0 1.3 1.7 3.2 6.7 10.4 11.6 10.6 7.1 3.5 1.7 12.4 12.2 11.3 6.8 3.1 1.7 2.1 2.8 4.2 3.2 0.6 0.9 1.4 2.5 3.2 3.8 3.7 2.8 1.7 1.2 1.9 4.0 8.8 12.2 11.2 12.3 9.3 4.5 2.1 12.2 11.8 11.7 7.2 3.3 1.8 2.9 7.3 11.1 5.0 4.6 3.4 2.3 3.1 4.7 5.7 5.3 3.7 2.3 1.6 2.0 3.9 8.5 12.0 11.8 12.3 9.2 4.5 2.3 12.0 12.0 9.8 5.6 2.8 1.6 1.5 6.3 7.7 4.9 7.9 9.8 5.0 5.3 8.6 10.5 9.7 6.7 3.4 2.1 1.9 3.0 6.1 9.6 11.0 10.0 6.6 3.7 3.2 8.5 8.2 5.8 3.5 2.2 1.3 1.0 1.3 4.3 1.1 9.5 12.2 6.7 7.7 11.6 12.2 12.2 9.6 4.9 2.3 1.6 2.0 3.3 5.1 6.1 5.4 3.7 2.8 3.0 6.0 7.4 4.1 0.5 0.7 0.8 4.5 9.1 10.5 5.5 4.7 3.1 2.4 2.8 3.5 2.8 1.1 0.9 0.6 4.3 4.2 5.4 8.2 12.1 11.1 12.2 10.3 5.2 2.3 1.2 1.1 1.7 2.3 2.6 2.5 2.0 1.5 3.2 8.8 10.5 5.5 0.6 0.8 0.9 5.7 8.5 8.5 4.7 2.8 1.8 2.3 3.2 6.6 6.7 4.5 0.7 0.5 2.8 3.5 6.5 10.4 11.9 11.4 8.4 4.2 2.0 0.8 0.6 1.0 1.1 1.0 0.8 0.7 1.0 4.1 6.1 3.1 0.5 0.7 0.6 1.6 4.5 4.1 2.0 0.9 1.0 1.5 2.7 9.6 8.5 5.4 0.8 0.4 0.4 0.4 0.4 12.6 LUMINAIRE SCHEDULE Symbol Label Qty File Lumens LLF WattsCatalog Number Description Lamp A 3 MR24_H2006.i es 418 1.00 40 B 6 LDN6 ALO2 (1000LM) SWW1 (3500K) AR LSS 80CRI.ies 1389 1.00 12.28 MR24 H2006 MR24 COMPOSITE LAMPHEAD, SPECULAR SILVER FACETED REFLECTOR, CLEAR ACRYLIC LENS 3/8" DEEP. ONE 20-WATT 6-VOLT CLEAR T3-1/4 HALOGEN INCANDESCENT, HORIZONTAL POSITION. LDN6 ALO2 (1000LM) SWW1 (3500K) AR LSS 80CRI 6IN LDN Downlight 1000LM 3500K Clear Semi- -Specular 80CRI STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #1 5.1 fc 12.6 fc 0.4 fc 31.5:1 12.8:1 Calculated values include direct and interreflected components. 2nd FLOOR PLAN VIEW SCALE: 3/16"=1'-0" 1st FLOOR PLAN VIEW SCALE: 3/16"=1'-0" E-3.1 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 / 12 / 2 0 2 2 EM P H O T O M E T R I C P L A N 1 2 O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 GM DESIGN SERVICE INC. CO R R E C T I O N 11 - 1 6 - 2 0 2 3 LIGHTING SHUT OFF CONTROL DIAGRAM JOSEPH ZHANG GM DESIGN SERVICE INC. 7771 GARVEY AVE. #C ROSEMEAD, CA 91770 626-327-4505 JOSEPH ZHANG GM DESIGN SERVICE INC. 7771 GARVEY AVE. #C ROSEMEAD, CA 91770 626-327-4505 E16949 LIGHTING SHUT OFF CONTROL DIAGRAM E-4 Sc a l e Ch e c k e d b y De s i g n e r b y Pr o j e c t N o . Dr a w n b y SHEET NO. SH E E T T i t l e DATE: ::::: N. G . Da t e Re v i s i o n s Z. J . - 12 / 12 / 2 0 2 2 TI T L E - 2 4 F O R M S 1 2 O F F I C E B U I L D I N G 4 1 E L I V E O A K A V E AR C A D I A , C A 9 1 0 0 6 GM DESIGN SERVICE INC. CO R R E C T I O N 11 - 1 6 - 2 0 2 3