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NOTE: <br />1. LATERAL BRACING REQUIRED ONLY AT WALLS WITH A SINGLE SIDE FINISH, WALLS WITH NO <br />FINISH, OR WHERE INDICATED ON THE PLANS. <br />2. NOTCHING OR CUTTING OF COLD-ROLLED CHANNEL IS NOT PERMITTED FOR ANY <br />CONDITION <br />WHERE BRACING TERMINATES @ BUILT <br />UP JAMB, EXTEND CRC INTO PUNCH <br />OUT <br />1 1/2"x2"x16 GA. CLIP ANGLE @ EA. <br />STUD - ANGLE TO BE 1/4" LESS THAN <br />STUD WIDTH W/ (2) #8 SMS, EA. LEG, <br />TYP. <br />LATERAL BRACING: CONT. 1-1/2" <br />16 GA. COLD ROLLED CHANNEL <br />(CRC) @ 48" O.C. MAX <br />LATERAL BRACING SPLICE: 12" <br />LONG CRC INVERTED OVER <br />CENTER OF SPLICE W/ (3) #8 SMS <br />EA. SIDE OF SPLICE <br />METAL STUD 16" O.C. PER <br />PARTITION TYPE, TYP. <br />MAX. 1/4" <br />WHERE OPENINGS <br />INTERRUPT 16 GA <br />BACKING STUDS, <br />TREAT SILL AS <br />LINTEL PER <br />SEAL ALL <br />OPENINGS AROUND <br />DUCT <br />PENTRATIONS <br />THRU RATED <br />PARTITIONS <br />LATERAL BRACING <br />WHERE REQUIRED <br />BACKING PLATE, <br />TYP <br />DUCT OPENING <br />DOOR OPENING <br />SERVICE <br />BOX <br />OPENING <br />WINDOW OPENING <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />D <br /> <br />C <br />E <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />6" <br />NOTES: <br />1. MANY TYPICAL PARTITION <br />FRAMING CONDITIONS ARE SHOWN IN <br />COMPOSITE FORM, BUT NOT ALL. <br />FULL HEIGHT WALL BRACED WALL <br />CEILING LINE <br />PROVIDE WALL <br />BRACE AT ALL JAMB <br />CONDITIONS, TYP. <br />WALL BRACE @ 48" <br />O.C., TYP. <br />EXTEND GYP. BD. <br />ABOVE CEILING <br />LINE <br />09 <br />A5-02 <br />14 <br />A5-02 <br />TYPE 'X' <br />GYP. <br />BD. <br />TYP. <br />11 <br />A5-02 <br />07 <br />A5-02 <br />06 <br />A5-02 <br />PROVIDE 16 GA. <br />STUDS AT <br />BACKING <br />LOCATIONS, TYP. <br />11 <br />A5-02 <br />11 <br />A5-02 <br />CEMCO 16 GA. UNPUNCHED KING STUD WITH <br />3" WIDE FLANGE AND 7/8" STIFFENING LIP - <br />WIDTH TO MATCH WALL TYPE (ICC ESR-3016) <br />DOOR FRAME FLOOR ANCHOR WITH (2) 0.157 <br />DIA. HILTI X-U SHOTPINS WITH 1" EMBED <br />(ESR-2269) <br />ALTERNATE FLOOR ANCHOR: (2) 1/4" DIA. <br />HILTI KH-EZ SCREWS WITH 1-5/8" EMBED <br />(ESR-3027) <br />DOOR FRAME JAMB ANCHOR - PROVIDE (1) <br />ANCHOR FOR EVERY 2'-0" OF JAMB LENGTH - <br />ANCHOR WITH (2) #10 SMS <br />WELDED HOLLOW METAL FRAME - SEE DOOR <br />SCHEDULE <br />(2) #10 SMS EACH SIDE <br />1/2" MINIMUM PER NFPA 80 <br />CONT. METAL TRACK <br />ANCHOR WITH (2) 0.157 DIA. HILTI X-U <br />SHOTPINS WITH 1" EMBED (ESR-2269) - <br />MAINTAIN MIN. EDGE DISTANCES <br />LWC OVER SLAB ON GRADE <br />2" <br />4" <br />MA <br />X <br />I <br />M <br />U <br />M <br /> <br />O <br />F <br /> <br />1 <br />2 <br />" <br />3" <br />3" <br />(4) #10 SMS EACH SIDE OF SPLICE <br />CENTERLINE OF TOP TRACK SPLICE <br />(6) #10 SMS <br />1" <br />1" <br />1" <br />CUT BRACE FLANGE AND BEND WEB <br />NESTED TRACK OF SAME THICKNESS FOR SPLICING <br />ALTERNATE BRACES IF POSSIBLE <br />METAL STUD 16" O.C. PER <br />PARTITION TYPE, TYP. <br />#10 SMS EA SIDE @ EA. STUD <br />CONT. TOP TRACK <br />362S162-43 METAL STUD BRACE 48" <br />O.C. SPACING AND AT ALL JAMB <br />STUDS AND TRACK SPLICES <br />9'-0" <br /> <br />MAX S <br />P <br />A <br />N <br />1" <br />08 <br />A5-02 <br />FOR TOP <br />CONNECTION SEE <br />DETAIL: <br />CRIPPLE STUD - ATTACH <br />TO JAMB WITH (3) #10 SMS <br />UNPUNCHED TRACK - SIZE AND <br />GAUGE TO MATCH WALL STUD <br />CEMCO 16 GA. UNPUNCHED KING <br />STUD WITH 3" WIDE FLANGE AND 7/8" <br />STIFFENING LIP - WIDTH TO MATCH <br />WALL TYPE (ICC ESR-3016) <br />CONT. METAL TRACK <br />PROVIDE 0.157 DIA HILTI X-U <br />SHOTPIN WITH 1" EMBED @ EACH <br />JAMB STUD, TYP. <br />CRIPPLE STUDS - ANCHOR TO TRACK <br />WITH #10 SMS EACH FACE, TOP AND <br />BOTTOM <br />(2) #10 SMS EA SIDE <br />PRO-X SILL PER SCHEDULE <br />(ICC ESR-1765) <br />3"x16 GA. UNPUNCHED KING STUD, <br />TYP. <br />PRO-X CLIP -ATTACH TO <br />JAMB WITH (4) #10 SMS <br />(2) #10 SMS TO PRO-X <br />CLIP <br />(2) #10 SMS EACH SIDE <br />TO PRO-X CLIP <br />PRO-X HEADER PER SCHEDULE <br />(ICC ESR-1765) <br />3"x16 GA. UNPUNCHED KING STUD, <br />TYP. <br />PRO-X CLIP -ATTACH TO JAMB <br />WITH (4) #10 SMS FOR 3-5/8" AND <br />4" STUDS. PROVIDE (6) #10 SMS <br />FOR 6" AND 8" STUDS <br />(2) #10 SMS TO PRO-X CLIP <br />(2) #10 SMS EACH SIDE <br />TO PRO-X CLIP <br />PRO-X HEADER AND INSERT <br />PER SCHEDULE (ICC ESR-1765) <br />3"x16 GA. UNPUNCHED KING <br />STUD, TYP. <br />PRO-X CLIP -ATTACH TO JAMB <br />WITH (4) #10 SMS FOR 3-5/8" AND <br />4" STUDS. PROVIDE (6) #10 SMS <br />FOR 6" AND 8" STUDS <br />(2) #10 SMS TO PRO-X CLIP <br />(2) #10 SMS EACH SIDE <br />TO PRO-X CLIP <br />HEADER WITH INSERT TO JAMB <br />HEADER WITHOUT INSERT TO JAMB <br />SILL TO JAMB <br />#10 SMS @ 8" O.C. TO CONNECT <br />INSERT TO HEADER <br />STYLE: 'X' <br />STYLE: 'XT' <br />STYLE: 'XTC' <br />STYLE: 'CLIP' <br />NOTES: <br />• MAX WALL HEIGHT FOR THIS SYSTEM IS 16'-0" <br />• HEADERS HEIGHTS TO BE 7'-2" OR GREATER <br />• USE 54 MIL. MATERIAL THICKNESS FOR HEADERS -SILLS TO MATCH WALL STUD GAUGE. <br />• USE CHART ABOVE TO SELECT HEADER SIZE BASED ON WALL STUD WIDTHS AND OPENING SPAN. <br />• FOR WINDOWS AND OVERHEAD HVAC OPENING USE SAME MEMBER SELECTION AS DOORS. <br />• PRO-X HEADER SYSTEM BY BRADY CONSTRUCTION INNOVATIONS INC. CONFORMS TO ICC ESR-1765 <br />• ALL PRO-X CLIPS ARE 54 MIL. <br />• MAXIMUM GAP BETWEEN END OF PRO-X HEADER AND JAMB TO BE 3/8" EACH SIDE. <br />• ALL FASTENERS CAN BE INSTALL IN EITHER DIRECTION (I.E. CLIP TO JAMB OR JAMB TO CLIP) <br />• SCREWS SHALL BE #10 SMS WITH SUFFICIENT LENGTH TO ENSURE PENETRATION INTO STEEL STUD BY <br />AT LEAST 3 FULL DIAMETER THREADS <br />HEADER / SILL SCHEDULE FOR WALLS (NON-RATED AND 1-HOUR) <br />I = 1.0, L/240 LATERAL LOADS MIN. 5 PSF PER 2016 CBC 1607.14 or 1607A.14 <br />STUD SIZE <br />MODEL TYPE <br />ALLOW. SPAN <br />MODEL <br />UP TO 4'-6"4'-7" TO 6'-6" <br />ALLOW. SPAN <br />MODEL <br />6'-7" TO 8'-6" <br />ALLOW. SPAN <br />MODEL <br />8'-7" TO 10'-6" <br />ALLOW. SPAN <br />MODEL <br />10'-7" TO 12'-0" <br />ALLOW. SPAN <br />MODEL <br />3-5/8" = 362 <br />4" = 400 <br />6" = 600 <br />8" = 800 <br />362X425-33 <br />400X425-33 <br />600X425-33 <br />800X425-33 <br />362X425-54 <br />400X425-54 <br />600X425-43 <br />800X425-43 <br />362X425-68 <br />400X425-68 <br />600X425-54 <br />800X425-54 <br />362XTC425-54 <br />400XTC425-54 <br />600X425-68 <br />800X425-68 <br />362XTC425-68 <br />400XTC425-68 <br />600XTC425-54 <br />800XTC425-54 <br />(E) FULL HEIGHT WALL (E) BRACED WALL <br />PROVIDE (N) WALL BRACE AT <br />ALL JAMB CONDITIONS, TYP. <br />(E) WALL BRACE <br />07 <br />A5-02 <br />(N) DOOR OPENING <br />14 <br />A5-02 <br />11 <br />A5-02 <br />(E) METAL STUD <br />FRAMING <br />(E) STRUCTURE <br />(E) GYP. BD. FINISH <br />LINE OF (E) CEILING <br />SUPPORT (E) FRAMING UNTIL <br />(N) HEADER IS INSTALLED <br />(N) HEADER <br />(E) HEADER <br />(E) CONT. METAL TRACK <br />(E) CONT. METAL TRACK <br />(E) GYP. BD. FINISH <br />(N) GYP. BD. FINISH TO <br />MATCH THICKNESS OF (E) <br />(E) METAL STUD <br />FRAMING <br />(N) METAL STUD FRAMING @ <br />16" O.C. TO MATCH WIDTH OF <br />(E) METAL STUD FRAMING <br />(N) METAL TRACK TO MATCH <br />THICKNESS OF (E) - ATTACH <br />TO STRUCT. W/ 0.157" DIA. <br />HILTI X-U SHOTPINS @ 24" <br />O.C. AND 6" FROM ENDS <br />(N) METAL TRACK TO MATCH <br />THICKNESS OF (E) - ATTACH <br />TO (E) HEADER WITH (2) #10 <br />SMS @ 12" O.C. <br />CUT BACK (E) GYP. BD. TO <br />CENTERLINE OF (E) KING <br />STUD AND RE-FASTEN <br />EDGE <br />ATTACH (N) STUD TO (E) <br />WITH (2) #10 SMS @ 16" O.C. <br />REMOVE AND RE- <br />INSTALL GYP. BD. FINISH <br />AS NECESSARY TO <br />INSTALL NEW FRAMING <br />MEMBERS <br />NOTE: <br />1. MAY BE USED FOR ATTACHMENT OF CABINETS OR EQUIPMENT DISTRIBUTING 80# OR LESS TO EACH <br />STUD, OR GRAB BARS LOADS OF 250# APPLIED IN ANY DIRECTION. <br />2. NOTCHING OR CUTTING OF BACKING PLATE IS NOT PERMITTED EXCEPT AS SHOWN <br />3. EXTEND BACKING ONE STUD BAY BEYOND END OF CABINET OR EQUIPMENT <br />METAL STUD 16" O.C. PER <br />PARTITION TYPE, TYP. <br />(3) #10 SMS @ EACH END OF <br />BACKING TRACK @ EACH STUD <br />(3) #10 SMS @ EACH STUD <br />CUT TOOP AND BOTTOM FLANGES OF <br />TRACK AT EACH STUD, TYP. <br />MIN. 600T150-54 UNPUNCHED BACKING <br />TRACK. <br />EXTEND BACKING <br />TO NEXT STUD <br />ST <br />U <br />D <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br /> <br />I <br />N <br />D <br />E <br />X <br />E <br />D <br />10 <br />" <br /> <br />M <br />I <br />N <br />. <br />LWC OVER SLAB ON GRADE <br />SECURE MTL. STUD TO TRACK W/ <br />#10 S.M.S., TYP. <br />CONT. METAL TRACK TO MATCH STUD <br />GAUGE AND SIZE W/ 0.157 DIA HILTI X-U <br />SHOTPINS WITH 1" EMBED @ 8" O.C. <br />(ICC ESR-2269) <br />METAL STUD 16" O.C. <br />5/8" GYP. BD. <br />FOR WALL WITH CASEWORK ON <br />ONE OR BOTH SIDES USE 3/8" DIA. <br />HILTI KB TZ 2 WITH 2" EMBED @ 24" <br />O.C. (ICC ESR-4266) <br />THERMAL OR BATT INSULATION WHERE <br />OCCURS -SEE PARTITION TYPES <br />AT RATED WALLS PROVIDE FIRE <br />SEALANT PER UL JOINT ASSEMBLY <br />BW-S-0001 <br />CONT. ACOUSTIC SEALANT <br />PER PLANS <br />PARTITION TYPE <br />6" X 16 GA. METAL <br />STUD EACH SIDE <br />PARTITION WALL <br />STUD @ 16" O.C. <br />(2) ROWS OF #10 SMS @ 4" O.C. <br />TOP AND BOTTOM, <br />STAGGERED <br />#10 SMS EACH SIDE @ 16 O.C. <br />#10 SMS EACH SIDE <br />@ EACH STUD <br />B. HEAD AT OPENING 4'-0" TO 10'-0" MAX. <br />PARTITTION WALL <br />STUD @ 16" O.C. <br />20 GA. UNPUNCHED TRACK <br />#10 SMS EACH SIDE <br />@ EACH STUD <br />16GA UNPUNCHED <br />STUD TRACK <br />16GA HEADER STUD <br />#10 SMS EA. <br />SIDE @ 16" O.C. <br />A. HEAD AT OPENING 4'-0" MAX. <br />TRACK WHERE OCCURS <br />16GA UNPUNCHED TRACK <br />PARTITION TYPE <br />SEE PLAN FOR <br />16GA UNPUNCHED TRACK <br />PARTITION TYPE <br />SEE PLAN FOR <br />(2) ROWS OF #10 SMS @ 4" O.C. <br />STAGGERED <br />#10 S.M.S. TYP. <br />BOXED HEADER <br />SEE OPTION A ON DETAIL <br />CUT STUD FLANGE & BEND WEB TO FORM <br />1 1/4" RETURN AT BOTTOM OF HEADER <br />CRIPPLE WALL STUD <br />CUT TRACK FLANGE & BEND WEB TO <br />FORM 1 1/4" RETURN AT TOP OF HEADER. <br />FASTEN (2) #10 SMS, TYP. <br />SE <br />E <br /> <br />N <br />O <br />T <br />E <br /> <br />1 <br />"H <br />E <br />A <br />D <br />E <br />R <br /> <br />Z <br />O <br />N <br />E <br />" <br />NOTE 1: NO STUD PUNCHES OR HOLES SHALL OCCUR WITHIN 10" ABOVE OR <br />BELOW THE HEADER OR SILL OR INSIDE THE HEADER OR SILL ZONE. <br />JAMB STUD PER <br />DETAIL <br />#10 S.M.S. TYP. <br />BOXED HEADER <br />SEE OPTION B ON DETAIL <br />CUT TRACK FLANGE & BEND WEB TO FORM <br />1 1/4" RETURN AT BOTTOM OF HEADER <br />CRIPPLE WALL STUD <br />CUT TRACK FLANGE & BEND WEB TO <br />FORM 1 1/4" RETURN AT TOP OF HEADER. <br />FASTEN (2) #10 SMS, TYP. <br />SE <br />E <br /> <br />N <br />O <br />T <br />E <br /> <br />1 <br />"H <br />E <br />A <br />D <br />E <br />R <br /> <br />Z <br />O <br />N <br />E <br />" <br />(3) #10 <br />S.M.S. EACH <br />SIDE OF <br />HEADER <br />WEB. <br />JAMB STUD PER DETAIL <br />15 <br />A5-02 <br />15 <br />A5-02 <br />14 <br />A5-02 <br />14 <br />A5-02 <br />CONT. RUNNER TRACK <br />SECURE TO MTL. <br />STUD W/ #10 S.M.S. <br />SECURE TOP TRACK TO NEW <br />2X4 W/ (2) #12 FHWS, 16" O.C. <br />(E) STRUCTURE, <br />PERPENDICULAR, @ 16" O.C.2x4 W/ (2) #12 x 1-1/2" FHWS <br />EA END TO (E) FLOOR JOIST <br />OR TJI @ 16" O.C. <br />1-HR RATED PARTITION <br />PER UL U465 <br />4X14 (E) STRUCTURE <br />CONT. RUNNER TRACK <br />SECURE TO MTL. <br />STUD W/ #10 S.M.S. <br />SECURE TOP TRACK TO (E) TJI <br />OR NEW 2X4 W/ (2) #12 FHWS, <br />16" O.C. <br />(E) TJI, PARALLEL, @ 16" <br />O.C. <br />2x4 W/ (2) #12 x 1-1/2" <br />FHWS EA END TO (E) <br />FLOOR JOIST OR TJI @ <br />16" O.C. <br />(E) TJI, PERPENDICULAR, @ <br />16" O.C. <br />NOTE: <br />COAT ALL COMBUSTIBLE MATERIAL WITHIN THE PLENUM SPACE WITH <br />FLAME STOP IM INTUMESCENT PAINT TO COMPLY WITH CMC 602.2 <br />4" X 18 GA. MTL. <br />STUD BRACE AT 4'-0" <br />O.C. MAX., CUT <br />FLANGE AND BEND <br />WEB <br />CONT. RUNNER TRACK <br />SECURE TO MTL. <br />STUD W/ #10 S.M.S. <br />SECURE BRACE TO TOP <br />TRACK W/ (2) #10 S.M.S. <br />ALT. POSITION <br />SECURE 4" x 18 GA. MTL STUD BRACE <br />TO 2x4 W/ (2) #12x2" FHWS, OR 16 GA. <br />L3x3x1'-8" LONG W/ (3) #10 SMS. <br />(E) TJI, PERPENDICULAR, @ <br />16" O.C. <br />BRACE TO <br />ANGLE ATTACHMENT <br />OPTION <br />(3) #10 SMS. <br />SEE PARTITION TYPES FOR INSULATION REQUIREMENTS <br />5/8" LEAD LINED GYPSUM BOARD - LEAD <br />SHIELDING PER PLAN AND PHYSICISTS <br />RECOMMENDATIONS <br />PROVIDE SHEET LEAD SHIELDING TO <br />MATCH THICKNESS OF ADJACENT WALLS <br />ELECTRICAL DEVICE BOX AND FACEPLATE <br />2X <br /> <br />T <br />H <br />E <br /> <br />D <br />E <br />P <br />T <br />H <br />2X <br /> <br />T <br />H <br />E <br /> <br />D <br />E <br />P <br />T <br />H <br />DE <br />P <br />T <br />H <br />SECTION DETAIL AT LEAD SHIELDED DEVICE BOX <br />PLAN DETAIL AT LEAD SHIELDED DEVICE BOX <br />2X DEPTH2X DEPTH <br />SEE PARTITION TYPES FOR <br />INSULATION REQUIREMENTS <br />5/8" LEAD LINED GYPSUM BOARD - LEAD <br />SHIELDING PER PLAN AND PHYSICISTS <br />RECOMMENDATIONS <br />PROVIDE SHEET LEAD SHIELDING <br />TO MATCH THICKNESS OF <br />ADJACENT WALLS <br />ELECTRICAL DEVICE BOX AND <br />FACEPLATE <br />DEPTH <br />R <br />No. <br />F <br />LICENSE <br />STATE <br />D <br />O <br />A RCHITECT <br />C AL IFORNIA <br />STEPHE WHITE <br />RENEWAL <br />DATE <br />C-34829 <br />N <br />08/31/25 <br />SHEET TITLE <br />PROJECT <br />FACILITY <br />FAC NO: BLDG NO:FLOOR LEV:SECTION: <br />KP PROJ. NO. <br />MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii <br />555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA <br />ARCHITECT <br />CONSULTANT <br />ARCHITECT SEAL CONSULTANT SEAL <br />KAISER FOUNDATION HOSPITALS <br />NATIONAL FACILITIES SERVICES <br />1800 HARRISON STREET OAKLAND, <br />CALIFORNIA 94612 <br />ISSUE / REVISION LOG <br />NO. ISSUED DATE <br />0 <br />5' <br />50 <br />' <br />GR <br />A <br />P <br />H <br />I <br />C <br /> <br />S <br />C <br />A <br />L <br />E <br />S <br />: <br />1/ <br />1 <br />6 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />0 <br />25 <br />' <br />1/ <br />8 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />5' <br />0 <br />12 <br />' <br />1/ <br />4 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />1' <br />0 <br />6' <br />1/ <br />2 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />1' <br />0 <br />2' <br />1- <br />1 <br />/ <br />2 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />0 <br />1' <br />3" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />IF <br /> <br />T <br />H <br />I <br />S <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />I <br />S <br /> <br />N <br />O <br />T <br /> <br />30 <br />" <br />x <br />4 <br />2 <br />" <br />, <br /> <br />I <br />T <br /> <br />I <br />S <br /> <br />A <br /> <br />R <br />E <br />D <br />U <br />C <br />E <br />D <br /> <br />PR <br />I <br />N <br />T <br /> <br />- <br /> <br />S <br />C <br />A <br />L <br />E <br /> <br />AC <br />C <br />O <br />R <br />D <br />I <br />N <br />G <br />L <br />Y <br />AGENCY APPLICATION NUMBER <br />AGENCY APPROVAL STAMP <br />THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS <br />NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. <br />HZ PROJ. NO. <br />Phone 310.820.4600 | Fax 310.207.4215 <br />www.huitt-zollars.com <br />C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt <br />5/20/2024 10:22:49 AM <br />SOCC 2023 R RAD SAN 1ST FLOOR <br />GEN RAD REPLACEMENT (5284) <br />A5-02 <br />DETAILS - TYPICAL FRAMING <br />CA361 1 - - <br />CAP028060R314412.44 <br />SANTA ANA MEDICAL OFFICES <br />1900 E. 4TH ST. <br />SANTA ANA, CA 92701 <br />NTSTYPICAL LATERAL BRACING 09 1/2" = 1'-0"TYPICAL FRAMING ELEVATION 01 <br />NTSTYPICAL DOOR JAMB - AXON 14 <br />3" = 1'-0"WALL BRACE BASE ANCHORAGE 07 <br />NTSTYPICAL WINDOW SILL 06 <br />NTSTYPICAL HEADER FRAMING 11 <br />1/2" = 1'-0"TYPICAL (E) FRAMING ELEVATION 13 <br />NTSTYPICAL BACKING DETAILS 10 3" = 1'-0"TYPICAL WALL BASE ANCHORAGE 02 <br />3" = 1'-0"ALT. HEADER FRAMING 15 <br />1 1/2" = 1'-0"ALT. HEADER FRAMING @ JAMB 16 <br />3" = 1'-0"TYPICAL WALL TOP ANCHORAGE 03 <br />3" = 1'-0"TOP OF WALL ATTACHMENT (PERP. TO JOIST)043" = 1'-0"WALL BRACE TOP ANCHORAGE 08 <br />3" = 1'-0"DEVICE BOX @ LEAD LINED WALLS 18 <br />CITY SUBMITTAL 04/19/2024 <br />BID SET 05/20/2024 <br />1900 E 4th St - <br />1011190678/9/2024