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Sheet No. <br />Project <br />Agency Plan Check / Permit No. <br />Petersen Design Project No. <br />Consultant <br />5082.1 <br />652 East Dyer Road <br />Santa Ana, CA 92705 <br />DYER WAREHOUSE <br />Staging & Set-Up Space <br />Tenant Improvements <br />Sheet Title <br />Revision / Submittal History <br />Scale <br />Status <br />. <br />architecture + planning <br />Agency Approval <br />Petersen Design Architects, Inc. <br />333 El Camino Real #201, Tustin, CA 92780 <br />M: 714.904.6720 E: mike@mpdarch.com <br />www.mpdarch.com <br />Architect's Stamp <br />10/31/25 Plan Check Submittal <br />. <br />01/06/26 BLDG P/C Corrections <br />AS NOTED <br />A-8.1 <br />ARCHITECTURAL <br />DETAILS: <br />Partitions & Framing <br />GENERAL FRAMING NOTES <br />1.OFFSET FRAMING AND GYP BD AROUND STRUCTURAL MEMBERS AND OTHER OBSTRUCTIONS TO <br />MAINTAIN ACOUSTIC, SMOKE, AND FIRE RESISTIVE RATINGS. <br />2.REFER TO FLOOR PLAN GENERAL NOTES FOR LOCATIONS OF MOISTURE RESISTANT AND GLASS <br />MAT GYPSUM BOARD <br />3.INSTALL BLOCKING IN PARTITIONS FOR CASEWORK, EQUIPMENT, AND ACCESSORIES AS REQUIRED. <br />4.SEAL ALL MECHANICAL, ELECTRICAL, AND LOW VOLTAGE PENETRATIONS IN FIRE AND SMOKE <br />RATED ASSEMBLIES. <br />5.TOP TRACKS, UNLESS NOTED OTHERWISE, SHALL MATCH THE STUD GAUGE OF THE STUDS BUT <br />MUST BE AT LEAST 20 GAUGE MINIMUM. PROVIDE 18 GAUGE TRACK WHERE EXPANSION ANCHORS <br />ARE USED. <br />6.ALL BATT INSULATION SHOWN ON THIS SHEET SHALL BE R13 MIN. TO MEET ACOUSTIC <br />REQUIREMENTS <br />7.POST-INSTALLED ANCHORS INCLUDE: EXPANSION ANCHORS, SCREW ANCHORS, AND <br />POWER-ACTUATED FASTENERS. POWER-ACTUATED FASTENERS (PAF), POWDER DRIVEN <br />FASTENERS (PDF), POWER DRIVEN PINS (PDP) AND SHOT PINS ALL REPRESENT THE SAME DEVICE <br />AND WILL HEREAFTER BE REFERED TO AS POWER ACTUATED FASTENERS (PAF) <br />8. EXPANSION ANCHORS (IF USED) SHALL HAVE SPECIAL INSPECTION AND TESTING IN <br />ACCORDANCE WITH THE 2022 CBC SECTIONS 1705A.3 & 1910A.5 <br />9. PROVIDE THE FOLLOWING METAL STUD BRIDGING 4'-0" O.C. VERTICALLY AT STUD WALLS THAT <br />DO NOT HAVE GYP. BOARD ON BOTH SIDES. BRIDGING SHALL BE 1-1/2" x 1-1/2" x 16GA CLIP <br />ANGLES 1/2" LESS THAN STUD DEPTH. ATTACH WITH (2) SMS TO STUD AND (2) SMS TO CRC. <br />10. CONCEALED BRACES REQUIRE HEAVIER GAUGE STUDS. THE STEEL SUPPORT IS BRACED <br />BETWEEN TWO STUDS. <br />11. PENETRATIONS INTO OR THROUGH INTERIOR EXIT STAIRWAYS AND RAMPS ARE PROHIBITED <br />EXCEPT FOR EQUIPMENT AND DUCTWORK NECESSARY FORINDEPENDENT VENTILATION OR <br />PRESSURIZATION, SPRINKLER PIPING, STANDPIPES, ELECTRICAL RACEWAY FOR FIRE <br />DEPARTMENT COMMUNICATION SYSTEMS, AND ELECTRICAL RACEWAY SERVING THE <br />INTERIOR EXIT STAIRWAY OR RAMP. (CBC 1023.5) <br />SLIP TRACK SCHEDULE <br />VERTICAL SLOT REQUIRED DEFLECTION:SLIP TRACK:* <br />GAP BETWEEN <br />TOP OF STUD <br />AND TRACK: <br />GAP BETWEEN TOP OF <br />GYP BD AND BOTTOM <br />OF METAL DECK: <br />1" (2" OF MOVEMENT: <br />1" UP, 1" DOWN) <br />3" CLARKDIETRICH <br />MAXTRACK SLT** <br />1"1" <br />* OR SIMILAR PRODUCT BY OTHER MANUFACTURERS IF APPROVED BY ARCHITECT. CONTRACTOR'S OPTION: <br />PROVIDE A DEEP LEG TRACK THAT ALLOWS THE DEFLECTION SHOWN ON THIS TABLE AND COMPLIES WITH <br />THE UL DETAIL SHOWN. <br />** PLACE SCREWS IN THE MIDDLE OF THE SLOT TO ALLOW UP AND DOWN MOVEMENT. <br />03 NON-RATED FULL HEIGHT PARTITION <br />SCALE: 3" = 1'-0" <br />ACOUSTICAL INSULATION <br />(DO NOT PLACE OVER LIGHT FIXTURES) <br />3-5/8" x 16 GA. METAL STUD AT 16" O.C. <br />1 - #10 SHEET METAL SCREW EACH <br />SIDE AT EACH STUD <br />WALL DESIGNATION - SEE PLAN: <br />LINE OF FINISH CEILING <br />1 - #8 SHEET METAL SCREW EACH <br />SIDE AT EACH STUD <br />FLOOR <br />CEILING <br />A <br />B <br />(E) FLOOR ASSEMBLY - <br />VERIFY IN FIELD <br />6" <br /> <br />M <br />I <br />N <br />. <br />(N <br />T <br />S <br />) <br />16 GA. x CONTINUOUS UNPUNCHED BOTTOM <br />TRACK WITH 1/2" X 3-1/4" EMBED CONC SCREW <br />AT 32" O.C. AND 1" FROM ENDS AND OPENINGS <br />ICC ESR-2620 <br />23 FURRING CONDITIONS <br />NO SCALE <br />CONT. TOP TRACK <br />24" OC FURRING STUDS W/ <br />R-13 BATT INSULATIONIN STUD CAVITY <br />CONT. 25 GA BOTTOM TRACK W/ <br />#10 WOOD SCREWS W/ WASHERS W/ 1" <br />EMBEDMENT AT 32" OC <br />FLOOR <br />CEILING <br />PER PLAN <br />CONT. 25 GA TOP TRACK W/ <br />#10 WOOD SCREWS W/ WASHERS W/ 1" <br />EMBEDMENT AT 32" OC INTO WD. PANEL <br />WALL FURRING AT EXTERIOR WINDOW <br />24" OC FURRING STUDS W/ <br />R-13 BATT INSULATIONIN STUD CAVITY <br />CONT. 25 GA BOTTOM TRACK W/ <br />#10 WOOD SCREWS W/ WASHERS W/ 1" <br />EMBEDMENT AT 32" OC <br />FLOOR <br />CONT. TOP TRACK <br />RETURN GYP. FINISH INTO <br />(E) ALUM. FRAME SILL & JAMB <br />CORNER BEAD, TYP. <br />CONT. TOP TRACK <br />CONT. 25 GA TOP TRACK W/ <br />#10 WOOD SCREWS W/ WASHERS W/ 1" <br />EMBEDMENT AT 32" OC INTO WD. PANEL <br />RETURN GYP. FINISH INTO <br />(E) ALUM. FRAME SILL & JAMB <br />CORNER BEAD, TYP. <br />HEADER AT OPENING <br />CEILING <br />PER PLAN <br />FURRED WALL AT WINDOW SILL WALL FURRING AT OPENING <br />02 FULL-HEIGHT DEMISING WALL <br />NO SCALE <br />NON LOAD-BEARING METAL STUD FRAMING <br /> SSMA OR EQUAL AS PER I.C.C. #ESR - 3064P <br />NON LOAD-BEARING METAL STUD C-SECTIONS AND TRACKS <br /> SSMA OR EQUAL AS PER I.C.C. #ESR - 3064P <br />(EXAMPLE: 6" = 600 X 1/100 INCHES) <br />ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 INCHES. <br />FOR ALL "T" SECTIONS MEMBER DEPTH IS THE <br />INSIDE DIMENSION. <br />MEMBER DEPTH: <br />FLANGE WIDTH: <br />(EXAMPLE: 1 5/8" = 1.625" ~ 162 X 1/100 <br />INCHES) ALL FLANGE WIDTHS ARE TAKEN IN <br />1/100 INCHES. <br />STYLE: <br />(EXAMPLE: STUD OR JOIST SECTION = S ) <br />THE FOUR ALPHA CHARACTERS UTILIZED BY THE <br />DESIGNATOR SYSTEM ARE: <br />(EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 IN.) MATERIAL <br />THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. <br />MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE <br />DESIGN THICKNESS. <br />MIL THICKNESS: <br />S = STUD OR JOIST <br />T = TRACK <br />U = CHANNEL <br />F = FURRING <br />600 S 162-54 <br />NOTES <br />1. PROVIDE KICKERS FOR NON-FULL HEIGHT CONDITIONS OR WHERE NOTED OTHERWISE. SEE WALL SCHEDULE FOR MORE <br />INFORMATION. <br />1.1. KICKER LENGTH SHALL BE 8'-0" MAX. <br />2. ALLOWABLE COMPOSITE LIMITING HEIGHTS ARE CALCULATED USING ICC-ES AC86-2012 <br />3. VALUES REPRESENTED ON THE CHART ARE DESIGNED TO RESIST 5 PSF OF OUT-OF-PLANE LOAD AND L/240 <br />4. PROVIDE BRIDGING @ MID-HEIGHT OR A MAX. OF 8'-0" O.C. WHERE GYPSUM BOARD IS NOT APPLIED TO BOTH SURFACES. <br />5. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD INSTALLED IN THE VERTICAL <br />ORIENTATION TO BOTH SIDE OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE S DRYWALL SCREWS SPACED A <br />MAXIMUM OF 12" O.C. FOR STUDS AT 24" SPACING AND 16" O.C. FOR STUDS AT 16" AND 12" SPACING. <br />STUD SIZE <br />WALL HEIGHT LIMIT KICKER <br />WALL TYPE <br />SIZE MIL/GA 12" <br />SPACING O.C. <br />16"24"SIZE SPACING <br />250S125 18/25 14'-2" <br />(SEE NOTE 1) <br />27/22 15'-4" <br />30/20 15'-10" <br />362S125 16'-8" <br />18'-2" <br />18'-3" <br />400S125 17'-6" <br />19'-5" <br />19'-5" <br />600S125 22'-9" <br />26'-9" <br />27'-1" <br />NON-STRUCTURAL METAL STUD WALL SIZING CHART <br />362S125-3348" O.C. <br />400S125-3348" O.C. <br />600S125-3348" O.C. <br />12'-10"11'-3" <br />13'-11"12'-2" <br />14'-5"12'-7" <br />15'-2"13'-2" <br />16'-6"14'-5" <br />16'-7"14'-6" <br />15'-11"13'-8" <br />17'-8"15'-5" <br />17'-8"15'-5" <br />20'-1" <br />24'-4" <br />24'-7" <br />16'-4" <br />21'-3" <br />21'-6" <br />250S125 <br />250S125 <br />362S125 <br />362S125 <br />400S125 <br />400S125 <br />600S125 <br />600S125 <br />18/25 <br />27/22 <br />30/20 <br />18/25 <br />27/22 <br />30/20 <br />18/25 <br />27/22 <br />30/20 <br />NON-STRUCTURAL METAL STUD SIZING CHART <br />5/8" TYPE 'X' GYPSUM BOARD <br />PANELS VERTICAL OR HORIZONTAL <br />JOINTS STAGGERED <br />04 BASE OF WALL <br />SCALE: 3" = 1'-0" <br />ADDITIONAL LAYERS OF GYP <br />BD WHERE OCCURS <br />CONCRETE FLOOR <br />STOP GYP BD 1/2" ABOVE <br />FLOOR. PROVIDE SEALANT. <br />USE WHITE SMOKE/ACOUSTIC <br />SEALANT AT NON-RATED <br />PARTITIONS. USE RED FIRE <br />SEALANT AT RATED <br />PARTITIONS. <br />SECURE TRACK TO FLOOR <br />PER DETAIL 10/S-100 <br />FASTEN STUDS TO TRACK <br />WITH ONE #10 SMS AT <br />EACH SIDE OF EACH STUD <br />- <br />04 <br />- <br />18 <br />6" <br />13 BRACING TO BOTTOM OF STRUCTURE <br />SCALE: 3" = 1'-0" <br />1 <br />1 <br />03 <br />A-8.1 <br />1 <br />1 <br />EXISTING PLYWOOD SHEATHING <br />1/2" PLYWOOD STIFFENER <br />BLOCKING ON THE SIDE OF JOIST <br />WEB IF REQ'D <br />EXISTING JOIST. VERIFY IN FIELD <br />16 GA ANGLE WITH (2) 1/4" X 2" LG <br />SDS SCREW <br />2X4 FIRE TREATED BLOCKING AT <br />EA BRACING SPANNING (2) <br />JOISTS MIN. <br />WALL BRACE PER DETAIL <br />16D (0.135" X 3 1/2") @ 6" O.C., <br />STAGGERED FROM BOTH SIDE <br />362S137-33 W/(2) #8 SCREW EA <br />END <br />WALL PARALLEL TO JOIST <br />EXISTING PLYWOOD SHEATHING <br />EXISTING WOOD TJI JOIST OR <br />OPEN WEB JOIST. VERIFY IN <br />FIELD <br />1 <br />1 <br />03 <br />A-8.1 <br />(2) 1/4"X4" LAG SCREWS AT <br />EA END OF BLOCKING <br />WALL BRACE PER DETAIL <br />2X8 FLAT X 28" LONG <br />(ACROSS MIN. 2 JOISTS) <br />AT EA BRACING <br />1/4"X2" LAG SCREW <br />(2 AT EACH BRACING) <br />WALL PERPENDICULAR TO JOIST <br />18 FULL HEIGHT TOP TRACK (NON-RATED) <br />SCALE: 3" = 1'-0" <br />EXISTING PLYWOOD SHEATHING <br />20 GA CONT. DEEP SLOTTED <br />METAL SLIPTRACK <br />EXISTING WOOD TJI JOIST OR <br />OPEN WEB JOIST. VERIFY IN <br />FIELD <br />1/4" X 2" LG SDS SCREW INTO EA <br />JOIST @ 24" O.C. MAX. <br />#8 SMS EA FLANGE EA STUD <br />METAL STUD PER SCHEDULE <br />TYPE 'X' 5/8" GYP BD <br />WALL PERPENDICULAR TO JOIST <br />EXISTING PLYWOOD SHEATHING <br />1/2" PLYWOOD STIFFENER <br />BLOCKING ON THE SIDE OF JOIST <br />WEB IF REQ'D <br />EXISTING JOIST. VERIFY IN FIELD <br />1/4" X 2" LG SDS SCREW INTO <br />BLOCKING <br />@ 24" OC MAX <br />20 GA CONT. DEEP SLOTTED <br />METAL SLIPTRACK <br />1/4" X 3 1/2" LG SDS SCREW INTO <br />EA JOIST (TYP). <br />2X4 FIRE TREATED BLOCKING @ <br />24" OC <br />#8 SMS EA FLANGE EA STUD <br />METAL STUD PER SCHEDULE <br />TYPE 'X' 5/8" GYP BD <br />WALL PARALLEL TO JOIST <br />09 MECHANICAL UNIT CURB DETAIL <br />SCALE: 3" = 1'-0" <br />S-100 <br />7 <br />S-100 <br />13 <br />S-100 <br />10 <br />35 <br />' <br />- <br />0 <br />" <br /> <br />F <br />. <br />V <br />. <br />10 <br />' <br />- <br />6 <br />" <br />16 GA. x CONTINUOUS DEEP LEG TOP TRACK <br />FASTEN TO EACH SIDE OF STUD <br />WITH #8 SMS <br />(E) FLOOR OR ROOF ASSEMBLY - <br />VERIFY IN FIELD <br />2'-0" MIN. (NTS) <br />BOTH SIDES <br />600S162-43 @16" O.C. <br />- <br />18 <br />S-100 <br />13