2500 S Redhill Ave #100 and #110 - Plan

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18 362S125 SECTION: (MIL) 4 PSF LATERAL SUPPORT OF COMPRESSION FLANGE UNSUPPORTED JOIST SPACING (IN.) O.C. JOIST SPACING (IN.) O.C. 12'-8" 12" 16" 24" 10'-0"11'-7" 9'-3" 12" 16" 24" 7'-7" 8'-7" MID-SPAN 27 362S125 15'-0" 12'-4"13'-11" 10'-8" 8'-10" 9'-10" 30 362S125 15'-6" 12'-10"14'-4" 11'-0" 9'-1" 10'-2" 33 362S125 16'-2" 13'-3"14'-10" 11'-5" 9'-5" 10'-7" 43 362S125 17'-9" 14'-8"16'-5" 12'-8" 10'-5" 11'-8" 27 362S137 17'-2" 14'-3"15'-11" 12'-0" 10'-0" 11'-2" 33 362S137 18'-4" 15'-2"16'-11" 12'-11" 10'-8" 11'-11" 43 362S137 20'-0" 16'-7"18'-6" 14'-3" 11'-8" 13'-2" 33 362S162 20'-10" 16'-6"18'-11" 14'-8" 12'-2" 13'-7" 43 362S162 22'-8" 18'-0"20'-7" 16'-2" 13'-4" 14'-11" 27 400S125 15'-5" 12'-9"14'-3" 10'-11" 9'-1" 10'-1" 30 400S125 16'-0" 13'-2"14'-9" 11'-4" 9'-4" 10'-5" 33 400S125 16'-7" 13'-8"15'-3" 11'-9" 9'-8" 10'-10" 43 400S125 18'-3" 15'-0"16'-10" 13'-0" 10'-8" 12'-0" 27 400S137 17'-7" 14'-8"16'-4" 12'-4" 10'-3" 11'-5" 33 400S137 18'-9" 15'-7"17'-4" 13'-3" 10'-11" 12'-3" 43 400S137 20'-7" 17'-0"19'-0" 14'-7" 12'-0" 13'-6" 33 400S162 21'-5" 17'-9"19'-10" 15'-0" 12'-6" 13'-11" 43 400S162 23'-4" 19'-4"21'-7" 16'-7" 13'-8" 15'-3" 27 600S125 17'-11" 14'-9"16'-6" 12'-5" 10'-4" 11'-6" 33 43 30 600S125 600S125 600S125 18'-5" 15'-3"17'-1" 12'-9" 10'-8" 11'-10" 18'-11" 15'-10"17'-7" 13'-2" 11'-0" 12'-3" 20'-6" 17'-0"19'-0" 14'-6" 11'-11" 13'-4" 33 600S137 21'-5" 17'-10"19'-10" 14'-11" 12'-5" 13'-9" 43 600S137 23'-1" 19'-3"21'-5" 16'-3" 13'-5" 15'-0" 33 600S162 24'-5" 20'-5"22'-8" 16'-11" 14'-1" 15'-8" 43 600S162 26'-4" 21'-11"24'-4" 18'-5" 15'-3" 17'-0" CEILING SPAN TABLE NOTES: 1. VALUES ARE FOR SINGLE SPANS. 2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI YIELD STRENGTH STEEL. 3. FOR FULLY BRACED CEILINGS, USE MID-SPAN BRACED VALUES. 4. END BEARING LENGTH = 1" MINIMUM. (EXAMPLE: 6" = 600 X 1/100 INCHES) ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 INCHES. FOR ALL "T" SECTIONS MEMBER DEPTH IS THE INSIDE DIMENSION. MEMBER DEPTH:FLANGE WIDTH: (EXAMPLE: 1 5/8" = 1.625" ~ 162 X 1/100 INCHES) ALL FLANGE WIDTHS ARE TAKEN IN 1/100 INCHES. STYLE: (EXAMPLE: STUD OR JOIST SECTION = S ) THE FOUR ALPHA CHARACTERS UTILIZED BY THE DESIGNATOR SYSTEM ARE: (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 IN.) MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS.S = STUD OR JOIST, T = TRACK, U = CHANNEL, F = FURRING NOTE: ALL JOIST INFORMATION IS BASED ON STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) ICC ESR-3064P - MATERIAL THICKNESS: 600 S 162 54 IN D I C A T E S T H A T W E B S T I F F E N E R S A R E R E Q U I R E D A T E N D S SUSPENDED CEILING GRID LIGHT FIXTURE (LESS THAN 56 LBS.) LATERAL FORCE BRACING MEMBERS MUST BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZ. FORCES. BRACING WIRES MUST BE ATTACHED TO THE GRIDAND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOADS, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. PROVIDE MINIMUM OF 2 SCREWS AT OPPOSIT CORNERS OF SUPPORT WIRES, OR SCREW ON T-BAR SAFETY CLIPS AT SIDES OR ENDS. TWO (2) NO. 12 GAUGE WIRES MUST BE SECURED FROM LIGHT & MECHANICAL FIXTURES AT OPPOSING CORNERS ALONG THE FIXTURE'S DIAGONAL. WIRES MAY BE SLACK. WHEN HEAVY-DUTY CEILING SYSTEMS ARE USED, SUPPLEMENTAL HANGERS ARE NOT REQUIRED IF A 48" MODULAR HANGER PATTERN IS FOLLOWED. HEAVY-DUTY CEILING SYSTEMS ACOUSTICAL CEILING TILE. WITH WALL ANGLE. 2 1/2" METAL STUD. TYPE "X" GYPSUM BOARD TAPED AND FINISH SMOOTH FOR GLOSS PAINT FINISH.SE E R E F L E C T E D C E I L I N G P L A N WALL OR SOFFIT CLOSURE ANGLE MOLDING 7800 ACOUSTICAL PANEL SUSPENDED CEILING GRID TIGHT SCREW SEISMIC CLIP SYSTEM ANCHOR TO WALL OR SOFFIT BY #6 SCREWS AT 24" O.C. PERIMETER HANGER WIRE AT ALL MAIN RUNNERS AND CROSS TEES "ATTACHED WALL" ARMSTRONG BERC2 ICC ESR-1308 "ATTACHED WALL" USG ASM7 ICC ESR-1222 OR HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED "ATTACHED WALL" CHICAGO METALIC ICC ESR-2631 OR 8" MAX. 8" MAX. 7/8" WALL OR SOFFIT CLOSURE ANGLE MOLDING 7800 WHERE WALL REMAINS UNATTACHED TO CLOSURE ANGLE, 3/4" CLEARANCE TO BE MAINTAINED ACOUSTICAL PANEL SUSPENDED CEILING GRID LOOSE SCREW 8" MAX. "UNATTACHED WALL" ARMSTRONG BERC2 ICC ESR-1308 SEISMIC CLIP SYSTEM ANCHOR TO WALL OR SOFFIT BY #6 SCREWS AT 24" O.C.PERIMETER HANGER WIRE AT ALL MAIN RUNNERS AND CROSS TEES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED 7/8" 3/4" 8" MAX. 3/4" "UNATTACHED WALL" USG ASM7 ICC ESR-1222 "UNATTACHED WALL" CHICAGO METALIC ICC ESR-2631 OR OR ARMSTRONG SEISMIC JOINT CLIP WORK WITH ARMSTRONG 15/16" AND 9/16" GRID SYSTEMS. (PRELUDE, SUPRAFINE AND SILHOUETTE MAIN BEAM: SJMR CROSS TEE: SJCG SILHOUETTE AND INTERLUDE CROSS TEE: SJCSI ICC ESR-1308 OR USG ACM7 ICC ESR-1222 OR CHICAGO METALIC SST ICC ESR-2631 HORIZONTAL SEISMIC SLOT VERTICAL POSITIONING STAMP (ARMSTRONG "SJCG" SHOWN) SEISMIC JOINT CLIP TWO PIECE UNIT W/ SLOTS SUSPENDED CEILING SPRINKLER HEAD, SEE FIRE PROTECTION DRAWINGS NOTE: PROVIDE 2 INCHES OVER SIZED TRIM RINGS FOR SPRINKLERS (AND OTHER PENETRATIONS) TO ALLOW FOR AT LEAST 1" OF MOVEMENT IN ALL DIRECTIONS. MIN. 2" MI N . 1 " . SUSPENDED 5/8" GYP. BOARD CEILING USE WATER RESISTANT GYP. BD. IN RESTROOMS OR WET AREAS. 1 1/2" CHANNELS AT 4'-0" O.C. WHERE CEILING IS GREATER THAN 8'-0" IN WIDTH, PROVIDE 1 1/2" COLD ROLLED STEEL "C" CHANNELS PERPENDICULAR TO RUNNERS. 7/8" HAT TRACK FURRING. #8 HANGER WIRE TYP. TO UNDERSIDE OF STRUCTURE ABOVE. SE E R E F . C E I L I N G P L A N FO R C E I L I N G H E I G H T S STEEL DECK TOP TRACK WITH POWER-DRIVEN FASTENERS AT 16"O.C. MAX. ICC-ESR-1752 3-5/8" METAL STUDS @ 24" MAX O.C. WITH TOP AND BOTTOM TRACKS. MIN 12" WIDE OVER 2 FLUTE SPAN 14 GA. GSM CONTINUOUS ENCLOSURE SECURED TO DECK WITH POWER- DRIVEN FASTENERS ICC-ESR-1752 WALL PERPENDICULAR TO FLUTES WALL PARALLEL TO FLUTES THE FOLLOWING SPANS ARE BASED UPON STUDS HAVING A 1-5/8" LEG WITH A 3/8" RETURN. DOUBLE STUDS ARE CONNECTED TOGETHER IN THE SHAPE OF A , WITH ONE #6 SHEET METAL SCREW AT 16" O.C.. ATTACH THE METAL STUD TO THE T-BAR MAIN RUNNER WITH TWO #8 SCREWS. SEE DETAILS FOR ATTACHMENT TO STRUCTURE ABOVE. DBL 1-5/8 X 20 GA STEEL STUDS 3-5/8" X 20 GA. STUDS- SCREWED W/ 7/16" 9 GA. FRAMING SCREWS @ 24" O.C. STAGGERED- SANDWICH MAIN RUNNER BACK. & ATTACH W (3) 7/16" FRAMING SCREWS. PRE-MANUFACTURED STRUTS MAY ONLY BE USED IF ENGINEERING IS APPROVED BY THE BUILDING DEPARTMENT. GC TO SUBMIT FOR APPROVAL. METAL STUDS: MANUFACTURED STRUTS: MAIN RUNNER 2" MAX 1-5/8 X 20 GA. MAIN RUNNER TO 15'-0" TO 15'-0" TO 12'-0" SUSPENDED CEILING SYSTEM, SEE REFLECTED CEILING PLAN FOR SPECIFICATIONS. ICC ESR-2631 LARR #24299 (CHICAGO METALLIC), OR ICC ESR-1222 LARR #25764 (USG INTERIORS), OR ICC ESR-1308 LARR #25032 (WORTHINGTON ARMSTRONG VENTURE) CIRCLE INDICATES REQUIRED LOCATION OF COMPRESSION STRUTS. SEE BELOW. 20GA. MTL. STD COMPRESSION STRUT @ EA. SET OF BRACING WIRES W/(2) #8 SHEET MTL. SCREWS TO THE GRID, SPAN PER TABLE ABOVE. SUSPENDED CEILING SYSTEM. SEE CEILING PLAN. (2) STUD ORIENTATION 12GA. BRACING W/4 TIGHT TURNS IN 1 1/2" EACH END. SPLAY WIRE BRACING IN CLUSTERS OF FOUR WIRES ATTACHED TO MAIN RUNNER WITHIN 2" OF A CROSS TEE SECTION. CROSS RUNNER LATERAL FORCE BRACING: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. LATERAL FORCE BRACING MEMBERS MUST BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZ. FORCES. BRACING WIRES MUST BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOADS, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. ATTACHED UNATTACHED UN A T T A C H E D AT T A C H E D 2-1/2" X 20 GA TO 13'-6" DBL 2-1/2" X 20 GA CEILING SYSTEMS ARE TO BE ATTACHED ONLY AT 2 ADJACENT WALLS OR SOFFITS 12GA. VERTICAL HANGER WIRE @ 4'-0" O.C. EACH WAY (4' O.C. AT MAIN RUNNER) MINIMUM 3 TIGHT TURNS IN 1-1/2" BOTH ENDS TYPICAL THE FOLLOWING INSTALLATION DETAILS ARE TO BE CONSIDERED TO BE COMPLYING WITH THE ABOVE REQUIREMENTS. NOTES: 1. WHERE THE ROOF SYSTEM IS COMPOSED OF WOOD BEAMS, PURLINS, AND SUB-PURLINS, THE 2 X 4 SUB-PURLINS ARE NOT TO BE CONSIDERED AS STRUCTURAL MEMBERS SUPPORTING THE ROOF. 2. CEILING SUSPENSION SYSTEM SHALL COMPLY WITH 808 AND 2506.2.1. COMPONENTS SHALL BE ASTM "HEAVY DUTY" CLASS. 3. THE COMPRESSION STRUT SHALL BE VERTICAL, AND SHALL NOT HANG MORE THAN 1 IN 6 OUT-OF- PLUMB. ACOUSTICAL CEILING SUSPENSION SYSTEM LATERAL FORCE BRACING AND SUSPENSION LIGHT FIXTURE FIRE SPRINKLER 6' - 0 " MA X . 1 2 ' - 0 " OC T Y P . 12'-0" OC TYP. * SEISMIC JOINT IF REQ'D. PER PLAN * = 45 DEGREES* ** I8.2 6 I8.2 4 12 I8.2 11 I8.2 I8.2 3 SUSPENDED ACOUSTICAL CEILING, SEE RCP BRACE TO STRUCTURE, PER WALL TYPE 45 °INSULATION WHERE OCCURS, SEE RCP SCRIBE WALL BOARD TO CEILING GRID AND TRIM NEAT AND TRUE WALL TO UNDERSIDE OF CEILING DECK LINE 5/8" GYPSUM BOARD OVER METAL CEILING JOISTS, SEE METAL JOIST TABLE FOR SPACING LARR # 25889 CEILING WALL ANGLE SUSPENDED ACOUSTICAL CEILING, SEE RCP MI N . 6" SUSPENDED ACOUSTICAL CEILING GYPSUM BOARD CEILING 2 1/2" METAL STUD. TYPE "X" GYPSUM BOARD TAPED AND FINISH SMOOTH FOR GLOSS PAINT FINISH. SUSPENDED GRID AND ACOUSTIC TILE PER PLAN. PROVIDE 18" GA. DIAGONAL BRACING@ 4'-0" O.C. ATTACHED WITH (3) #10 SMS , TYP. METAL STUD CEILING JOISTS, TYP. SEE ALLOWABLE SPAN TABLE THIS SHEET.SE E R C P 1 ' - 0 " OVERHANG +/-1'-6" 5/8" THICK GYP. BOARD CEILING, PAINTED PER PLAN. +/ - 6 " +/ - 6 " ACOUSTICAL CEILING TILE WITH WALL ANGLE RUN GYP. BD. TO UNDERSIDE OF DECK AND FINISH AS REQUIRED. TYPE "X" GYPSUM BOARD TAPED AND FINISH SMOOTH FOR GLOSS PAINT FINISH 2' - 0 " SEE PLAN 1'-6" SE E P L A N 6" 45°METAL STUD BRACING @ 24" O.C. METAL STUD BRACING @ 24" O.C. WHERE CEILING TO DECK EXCEEDS WIDTH OF SOFFIT METAL DEFLECTION TRACK. GAUGE TO MATCH GAUGE OF WALL STUD. FASTEN TO DECK WITH POWER- DRIVEN FASTENERS @ 24" O.C. AT COMPOSITE DECK OPEN CEILING AREA EXTERIOR CONCRETE WALL SUSPENDED ACOUSTICAL CEILING, SEE RCP EXTERIOR WINDOW SYSTEM POWER DRIVEN ANCHOR AT STUD SE E R E F . C E I L I N G P L A N FO R C E I L I N G H E I G H T S SHEET METAL. GAUGE TO BE CONFIRMED BY CONTRACTOR TO PREVENT DEFLECTION AND OIL CANNING. FINISH TO BE APPROVED BY BUILDING OWNER. METAL STUD. TYPE "X" GYPSUM BOARD TAPED AND FINISH SMOOTH FOR PAINT FINISH. ACOUSTICAL CEILING TILE. WITH WALL ANGLE. OPEN TO STRUCTURE 39 1 1 S o r r e n t o V a l l e y B l v d , S u i t e # 1 2 0 Sa n D i e g o , C A , 9 2 1 2 1 P 8 5 8 . 6 3 8 . 7 2 7 7 JOB NO.: DRAWN BY.: PA/PM: SHEET TH E S E D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F W A R E M A L C O M B A N D S H A L L N O T B E U S E D O N A N Y O T H E R W O R K E X C E PT B Y A G R E E M E N T W I T H W A R E M A L C O M B . W R I T T E N D I M E N S I O N S S H A L L T A K E P R E C E D E N C E O V E R S C A L E D D I M E N S I O N S A N D S H A L L B E V E R I F I E D O N T HE J O B S I T E . A N Y D I S C R E P A N C Y S H A L L B E B R O U G H T T O T H E N O T I C E O F W A R E M A L C O M B P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT C: \ U s e r s \ c b u e n d i a \ O n e D r i v e - W a r e M a l c o m b \ D e s k t o p \ D o c u m e n t s \ 6 0 5 7 - A R C H _ c b u e n d i a U 3 X M V . r v t 2/ 3 / 2 0 2 3 4 : 4 5 : 3 8 P M K. BURGER CB / JG SDG22-6057-00 DE T A I L S I8.2 CO R T I C A S A N T A A N A SU I T E S 1 0 0 & 1 1 0 25 0 0 R E D H I L L A V E N U E SA N T A A N A , C A 9 2 7 0 5 N.T.S. 2ALLOWABLE CEILING SPANS-L/240 N.T.S. 4 LIGHT FIXTURE@SUSPENDED CLNG. SCALE: 3" = 1'-0" 13CEILING TRANSITION SCALE: 3" = 1'-0" 12ATTACHED CLOSURE ANGLE SCALE: 3" = 1'-0" 11UNATTACHED CLOSURE ANGLE N.T.S. 3SEISMIC JOINT CLIP SCALE: 3" = 1'-0" 6SPRINKLER CEILING PENETRATION SCALE: 3" = 1'-0" 15SUSPENDED GYP. BOARD CEILING SCALE: 3" = 1'-0" 16TOP OF WALL AT CEILINGS SCALE: 12" = 1'-0" 10SUSPENDED CEILING SCALE: 1 1/2" = 1'-0" 19CEILING TRANSITION TO WALL SCALE: 3" = 1'-0" 14 CEILING TRANSITION SCALE: 1 1/2" = 1'-0"17 CONF. ROOM - TRANSITION BETWEEN DRYWALL & TBAR CEILINGS SCALE: 1" = 1'-0"18SOFFIT @ RECEPTION AREA SCALE: 1 1/2" = 1'-0" 5SOFFIT AT PERIMETER WALL DA T E RE M A R K S 20 2 2 - 1 2 - 2 0 PL A N C H E C K S UB M I T T A L SCALE: 3" = 1'-0" 20CEILING HEADER TRANSITION 2500 S Redhill Ave #100 and #110 - 101113828-29 and 20178695 04/20/23