2500 S Redhill Ave #100 and #110 - Plan

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5/8" MOISTURE RESISTANT BOARD OVER METAL STUDS, SEE METAL STUD TABLE FOR SPACING BRACE TO STRUCTURE, ALTERNATE SIDES. USE METAL STUDS @ 4'-0" O.C , MATCH WALL STUD SIZE & GAUGE (3-5/8" 20 GA. MIN) BEND WEB & FASTEN TO TOP TRACK . MAX. LENGTH OF BRACE 25'-0" 45 ° WALL TAG MODIFIERS: B3 = 3-5/8" METAL STUDS B4 = 4" METAL STUDS B6 = 6" METAL STUDS B8 = 8" METAL STUDS ACOUSTICAL INSULATION FLOOR LINE ACOUSTICAL SEALANT LARR # 25889 TOP TRACK SECURED TO WALL BRACE W/ (2) #8 SHEET METAL SCREWS LARR # 25889 5/8" GYPSUM BOARD OVER METAL CEILING JOISTS, SEE METAL JOIST TABLE FOR SPACING PLUMBING WALL 1 / 2 " BOTTOM TRACK FASTENED TO FLOOR @ 16" O.C. MAX. WALL BASE WHERE OCCURS, SEE FINISH PLANS INSULATION WHERE OCCURS, SEE FLOOR PLANS 5/8" GYPSUM BOARD EACH SIDE OVER METAL STUDS, SEE METAL STUD TABLE FOR SPACING BOTTOM TRACK FASTENED TO FLOOR @ 16" O.C. MAX. FLOOR LINE ACOUSTICAL SEALANT CEILING TYPE AND HEIGHT PER CEILING PLAN TOP TRACK SECURED TO WALL BRACE w/ (2) #8 SHEET METAL SCREWS BRACE TO STRUCTURE, ALTERNATE SIDES. USE METAL STUDS @ 4'-0" O.C , MATCH WALL STUD SIZE & GAUGE (3-5/8" 20 GA. MIN) BEND WEB & FASTEN TO TOP TRACK . MAX. LENGTH OF BRACE 25'-0" 45° 1 / 2 " WALL TAG MODIFIERS: A2 = 2-1/2" METAL STUDS A3 = 3-5/8" METAL STUDS A4 = 4" METAL STUDS A6 = 6" METAL STUDS A8 = 8" METAL STUDS LARR # 25889 WALL TO 6" ABOVE CEILING DECK LINE WALL TYPE PATTERN WALL BASE WHERE OCCURS, SEE FINISH PLANS 6" WALL TAG MODIFIERS: F2 = 2-1/2" METAL STUDS F3 = 3-5/8" METAL STUDS F4 = 4" METAL STUDS F6 = 6" METAL STUDS F8 = 8" METAL STUDS INSULATION WHERE OCCURS, SEE FLOOR PLANS 5/8" GYPSUM BOARD EACH SIDE OVER METAL STUDS, SEE METAL STUD TABLE FOR SPACING FLOOR LINE ACOUSTICAL SEALANT LARR # 25889 DECK LINE FULL HEIGHT NON-RATED WALL I8.1 8 I8.1 13 BOTTOM TRACK FASTENED TO FLOOR @ 16" O.C. MAX. SLIPTRACK FASTENED TO DECK @ 16" O.C. MAX. SLIPTRACK ISOMETRIC WALL TYPE PATTERN WALL BASE WHERE OCCURS, SEE FINISH PLANS 2" x 2" x 14 GA. STEEL TUBE WELDED TO 3-1/2"x8"x3/8" THICK STEEL PLATE, 5'-0" O.C. - PLAN VIEW - STEEL PLATE BOLTED TO SLAB WITH (2) 5/8" DIA. HILTI KB-TZ. IMBED 3-1/8" ICC-ESR-1917 3 1 / 2 " EQ E Q 8" CORNER BEAD 1" EQ EQ 3-5/8" x 25 GA. METAL STUDS @ 16" O.C. 5/8" GYPSUM BOARD EACH SIDE BOTTOM TRACK WITH POWER- DRIVEN FASTENERS @ 16" O.C. MAX. ICC-ESR-1752 LOW WALL N. T . S . 6" CORNER BEAD 42 " H I G H - S E E F L O O R P L A N EXISTING FLOOR LINE WALL BASE WHERE OCCURS, SEE FINISH PLANS 1 / 2 " 1 1 / 2 " 1/2" SPACER, PAINT TO MATCH WALL PL-2 PLASTIC LAMINATE TOP CAP. SEE FINISH PLAN. 1-1/2" x 4" 12 GA. ANGLE CLIP, MATCH BRACE/STRUT WIDTH WITH (2) #10 SCREWS TYP. METAL DIAGONAL BRACE AS SHOWN ON WALL TYPE WOOD ROOF/FLOOR DECK PURLINS OR 2x BLOCKING ATTACHED TO DECK SUPPORTS WITH HANGERS WOOD SCREWS ICC-ESR-2236 BOTTOM TRACK WITH POWER- DRIVEN FASTENERS @ 16" O.C. MAX. ICC-ESR-1752 LARR #22668 CONCRETE FLOOR #10 SCREWS (TYP.) ACCOUSTICAL SEALANT FULL HEIGHT NON-RATED WALL 1 / 2 " WALL BASE WHERE OCCURS, SEE FINISH PLANS PURLINS OR 2x BLOCKING ATTACHED TO DECK SUPPORTS WITH HANGERS 1 / 2 " M I N . WOOD FLOOR/ ROOF DECK CEMCO SLOTTED TRACK (CST) ICC-ESR-2012 WITH WOOD SCREWS @ 16" O.C. MAX. ICC-ESR-2236 WALL TYPE NOTES: 1. INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC-ESR-1338 2. SEE LIMITING WALL HEIGHT TABLE FOR METAL STUD GAUGE AND SPACING BASED ON WALL HEIGHTS AND STUD SIZES AS NOTED ON EACH WALL TYPE. 3. MAX. STUD SPACING SHALL BE 24". 4. MINIMUM FASTENER SIZE SHALL BE #6 - 1-1/4" SCREWS. 5. MAXIMUM FASTENER SPACING SHALL BE 12" FIELD AND 8" AT EDGES. 6. ALL WALL STUDS TO BE 3-5/8", U.O.N. 7. ALL RESTROOM WALL STUDS TO BE 6" AND FULLY INSULATED, U.O.N. DESIGN BUILD METAL STUD: 1. STEEL STUDS AND RUNNERS: MINIMUM BASE-METAL THICKNESS: a. 25 GAGE UNLESS INDICATED OTHERWISE ON DRAWINGS OR BELOW: 1) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES, TYPICAL LOCATIONS: WITHSTAND LATERAL LOADING (AIR PRESSURE) OF 5 PSF WITH DEFLECTION LIMIT NOT MORE THAN L/240 OF PARTITION HEIGHT. 2) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES AT LOCATIONS WITH CERAMIC TILE OR OTHER HARD SURFACE FINISHES: WITHSTAND TYPICAL LATERAL LOADING (AIR PRESSURE) WITH DEFLECTION LIMIT NOT MORETHAN L/360 OF PARTITION HEIGHT, MINIMUM 20 GAGE STUDS AT 16" ON CENTER 3) WHERE WALL MOUNTED EQUIPMENT, WOODWORK, AND CASEWORK ITEMS ARE INDICATED OR ELSEWHERE AS SHOWN ON DRAWINGS, PROVIDE MINIMUM 16 GAGE STUDS. 4) AT PARTITIONS SCHEDULED TO RECEIVE TILE BACKING PANELS OR CERAMIC TILE FINISH, PROVIDE MINIMUM 22 GAGE STUDS. 5) AT JAMBS OF OPENINGS PROVIDE TWO MINIMUM 20 GAGE STUDS. 6) CEILINGS: AT CEILINGS USING MOLD-MILDEW RESISTANT GYPSUM, FRAMING TO BE 16 INCHES O.C. FOR 5/8" GYPSUM. 7) REFER TO DIVISION 5 FOR COLD FORMED STUD FRAMING WHICH IS EXPOSED TO WIND LOADS AND FOR STUDS CARRYING HEAVY VERTICAL LOADS (STONE TILE THICKER THAN 3/4 INCH, ETC) b. WHERE PARTITION HEIGHTS EXCEED STUD MANUFACTURER'S RECOMMENDED SPANS, PROVIDE STRUCTURAL CALCULATIONS. 10'-6"250S125-18 12" (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF L/240 9'-7"16" 24"8'-3" INTERIOR NON-STRUCTURAL NON-COMPOSITE: (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF L/240 250S125-18 250S125-18 12" 16" 24" 250S125-33 13'-2" 12'-0" 10'-6" 250S125-33 250S125-33 11'-5" 13'-0" 14'-4" 24" 16" 12"250S125-43 250S125-43 250S125-43 362S125-18 9'-11" 12'-2" 14'-0"12" 16" 24" 362S125-18 362S125-18 362S125-33 12" 16" 24" 17'-7" 16'-0" 14'-0" 362S125-33 362S125-33 362S125-43 15'-3" 17'-5" 19'-2"12" 16" 24" 362S125-43 362S125-43 362S125-54 (50 KSI)12" 16" 24"16'-3" 18'-7" 20'-6" 362S125-54 (50 KSI) 362S125-54 (50 KSI) 12" 16" 24"16'-5" 18'-10" 20'-9"400S125-43 362S125-68 (50 KSI)12" 16" 24"17'-5" 19'-11" 21'-11" 362S125-68 (50 KSI) 362S125-68 (50 KSI) 400S125-18 12" 16" 24"10'-5" 12'-10" 14'-9" 400S125-18 400S125-18 400S125-33 12" 16" 24"15'-1" 17'-3" 19'-0" 400S125-33 400S125-33 400S125-43 400S125-43 12" 16" 24"17'-7" 20'-2" 22'-2"400S125-54 (50 KSI) 400S125-54 (50 KSI) 400S125-54 (50 KSI) 12" 16" 24"18'-10" 21'-6" 23'-8"400S125-68 (50 KSI) 400S125-68 (50 KSI) 400S125-68 (50 KSI) 12" 16" 24"17'-7" 21'-6" 24'-4"600S125-27 600S125-27 600S125-27 12" 16" 24"20'-6" 23'-9" 26'-2"600S125-33 600S125-33 600S125-33 12" 16" 24"22'-10" 26'-1" 28'-9"600S125-43 600S125-43 600S125-43 12" 16" 24"24'-5" 27'-11" 30'-9"600S125-54 (50 KSI) 600S125-54 (50 KSI) 600S125-54 (50 KSI) 12" 16" 24"26'-2" 30'-0" 33'-0"600S125-68 (50 KSI) 600S125-68 (50 KSI) 600S125-68 (50 KSI) 12" 16" 24"28'-8" 32'-9" 36'-1"800S125-43 800S125-43 800S125-43 12" 16" 24"30'-9" 35'-2" 38'-9"800S125-54 (50 KSI) 800S125-54 (50 KSI) 800S125-54 (50 KSI) 12" 16" 24"33'-4" 38'-1" 41'-11"800S125-68 (50 KSI) 800S125-68 (50 KSI) 800S125-68 (50 KSI) NOTE: ALL STUD INFORMATION IS BASED ON: STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) ICC ESR-3064P US E F O R F U R R I N G P U R P O S E S O N L Y , U . O . N . 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 (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. MATERIAL THICKNESS: S = STUD OR JOIST, T = TRACK, U = CHANNEL, F = FURRING - 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 A L L SU P P O R T P O I N T S A N D C O N C E N T R A T E D L O A D S x x x x x x x 16 GA. METAL STUD 16" O.C. @ ALL BACKING STUD TRACKS 16 GAUGE X 6" METAL FLAT STRAP W = MAX. 100 lb. PER STUD. (2) #8-1/2" SELF-DRILLING SMS FASTENERS PER STUD 400S162-54 HORIZONTAL BRACE. STRADDLE STUD BELOW AND FASTEN TO TOP TRACK WITH (4) #8 SHEET METAL SCREWS (2 EA. SIDE OF STUD) METAL STUD FRAMED WALL 3'-0" MIN.10'-0" MAX . END OF WALL PAINTED BLACK SILL BELOW NON-RATED INTERIOR WALL, PER WALL TYPES OF MULLION AND WALL FRY DRYWALL MOLDING ENCLOSURE EXTERIOR WINDOW SYSTEM BLACK NEOPRENE GASKET COMPRESSED AT LEAST 20% OR APPROVED SEALANT AT RATED PARTITIONS R-13 INSULATION WHERE OCCURS, FULL HEIGHT PARTITION AS SCHEDULED WITH 5/8" THICK GYP. BD. BOTH SIDES (FULL LENGTH X FULL HEIGHT) FLOOR LINE ACOUSTICAL SEALANT EXISTING DECK LINE I8.1 13 BOTTOM TRACK FASTENED TO FLOOR @ 16" O.C. MAX. SLIPTRACK FASTENED TO DECK @ 16" O.C. MAX. WALL BASE WHERE OCCURS, SEE FINISH PLANS I8.1 8SIM. SMALL OFFICE OPEN OFFICE SIM. PARTIAL HEIGHT PARTITION AS SCHEDULED WITH 5/8" GYP. BD. w/ PAINTED FINISH, ONE SIDE ONLY. (FULL LENGTH X FULL HEIGHT) CEILING TYPE AND HEIGHT PER CEILING PLAN NOTE:VERIFY WITH STRUCTURAL 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 5 P M KM CB/AB SDG22-6057-00 DE T A I L S I8.1 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 SCALE: 1 1/2" = 1'-0" BWALL TYPE -B- SCALE: 1 1/2" = 1'-0" AWALL TYPE -A- SCALE: 1 1/2" = 1'-0"FWALL TYPE -F- SCALE: 3" = 1'-0" LWALL TYPE -L- SCALE: 3" = 1'-0" 9WALL SWAY BRACE SCALE: 3" = 1'-0" 13WALL BASE SCALE: 3" = 1'-0" 8NON-RATED WALL HEAD SCALE: 1" = 1'-0" 6WALL TYPE NOTES SCALE: 1" = 1'-0" 7DESIGN BUILD METAL STUD SCALE: 12" = 1'-0" 12LIMITING WALL HEIGHT TABLE-L/240 SCALE: 12" = 1'-0" 15BACKING DETAIL FOR MISC. EQUIP. SCALE: 12" = 1'-0" 10HORIZONTAL WALL BRACE SCALE: 3" = 1'-0"14PARTITION AT WINDOW SCALE: 1 1/2" = 1'-0" 16DOUBLE STUD PARTITION 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 2500 S Redhill Ave #100 and #110 - 101113828-29 and 20178695 04/20/23