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Last modified
6/6/2025 1:17:31 PM
Creation date
6/6/2025 1:16:57 PM
Metadata
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Template:
Plan
Permit Number
20184269
30147911
40139623
101121206
Full Address
600 S Harbor Blvd
Rectangle
ID:
1
Creator:
Import Agent
Created:
6/6/2025 1:17 PM
Modified:
6/6/2025 9:40 AM
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<br /> <br />p <br />e <br />r <br />m <br />i <br />t <br /> <br />i <br />s <br />s <br />u <br />a <br />n <br />c <br />e <br />. <br />Di <br />s <br />c <br />r <br />e <br />p <br />e <br />n <br />c <br />i <br />e <br />s <br /> <br />m <br />u <br />s <br />t <br /> <br />b <br />e <br /> <br />b <br />r <br />o <br />u <br />g <br />h <br />t <br /> <br />t <br />o <br /> <br />t <br />h <br />e <br /> <br />a <br />t <br />t <br />e <br />n <br />t <br />i <br />o <br />n <br /> <br />o <br />f <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />e <br />r <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />t <br />o <br /> <br />c <br />o <br />n <br />s <br />t <br />r <br />u <br />c <br />t <br />i <br />o <br />n <br /> AL <br />L <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />S <br />U <br />B <br />J <br />E <br />C <br />T <br /> <br />T <br />O <br /> <br />J <br />O <br />B <br /> <br />S <br />I <br />T <br />E <br /> <br />V <br />E <br />R <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />. <br />c ALL RIGHTS RESERVED <br />DR <br />. <br /> <br />Y <br />U <br />N <br />60 <br />0 <br /> <br />S <br />. <br /> <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />1/4"= 1' <br />CALIFORNIA COUNCIL FOR INTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION <br />CERTIFIED INTERIOR DESIGNER <br />E X P I R E S 9 -9 -2 5 C I D # 6 3 4 5 <br />ERIK JORDAN <br />COMMERCIAL <br />N.T.S.4SOFFIT DETAIL <br />N.T.S.9INTERNATIONAL SYMB ACCESSIBILITY <br />N.T.S.3CEILING TO WALL CONNECTION <br />A. <br />F <br />. <br />F <br />. <br />8' <br />- <br />9 <br />' <br />SC <br />H <br />E <br />D <br />. <br />PE <br />R <br />VARIES <br />SUSPENDED <br />ACOUSTICAL CEILING <br />TILE <br /> GA. STEEL TRACK <br />ATTACHED TO STUDS W/ 2-#8 <br />TRUSS HEAD SCREWS EA. STUD. <br />5 <br />8" TYPE X GYP BOARD <br /> GA. STEEL STUDS @ <br />NO MORE THAN SPAN <br />@ 16" O.C. ATTATCHED <br />WITH 1/2" PAN HEAD <br />S.M.S. SCREWS ON EACH <br />SIDE <br />L-240 LIMIT 10#TL SSMA# <br />3625125-18 CEMCO# <br />3-5/8" GA. STEEL STUD(CEMCO ICBO# 3403-P) <br />3" <br /> <br />M <br />I <br />N <br />. <br />45°OPTION <br />#1OPTION <br />#2 <br />A.F.F. <br />7'-8' <br />A.F.F. <br />7'-6" MIN-10' <br />3.5" STEEL STUD ATTACHED TO STRUCTURE ABOVE WITH <br />1-5/8" TRUSS HD. SCREWS EACH STUD. <br />USING OPTION 1 0R 2 AS APPLICABLE PER CONDITIONS. <br />SEE THIS DETAIL FOR OPTIONS <br />5 <br />8" TYPE X DRYWALL <br />TYP. <br />ROPE LIGHT <br />1.5" TRUSS HD. <br />SCREW. #8 INTO <br />EA. <br />JOIST/TRUSS <br />1 2" TEC SCREW. <br />2 EACH STUD AT TRACK <br />1 2" TEC SCREW TYP. <br />OPTIONAL LIGHT <br />TROUGH <br />3.5" CROSS BRACES <br />AT 48" O.C. <br />BLUE PROFILE <br />ON WHITE <br />BACKGROUND <br />INTERNATIONAL <br />ACCESSIBILITY SYMBOL <br />THIS DIAGRAM ILLUSTRATES THE <br />SPECIFIC REQUIREMENTS OF <br />THESE REGULATIONS AND IS <br />INTENDED ONLY AS AN AID FOR <br />BUILDING DESIGN AND CONST. <br />WHITE PROFILE <br />ON BLUE <br />BACKGROUND <br />(a) DISPLAY PROPORTIONS <br />N.T.S.6COUNTER AT SOFFIT <br />N.T.S.7ACCESSIBLE COUNTER <br />N.T.S.5POCKET DOOR <br />SUPPORT <br />AS NEEDED <br />3'-0" <br />2'-5" <br />2'-4" <br />DOOR STOP SET TO PROVIDE MIN. CLR. <br />DIM. "X" <br />ADA COMPLIANT HANDLE <br />x=2" <br />32" min <br />16" <br />VARIE <br />S <br />WALL ANGLE <br />BASE MOLDING <br />TO BE DETERMINED <br />WALL BOARD <br />5/8" GYPSUM <br />RECEPTION COUNTER <br />HANGER WIRE-ATTACHED TO <br />STRUCTURE ABOVE <br />ACOUSTICAL TILE <br />2'X 2' LAY-IN <br />VERIFY" <br />28"-34" <br />24" <br />5" <br />2" <br />42" <br />VERIFY <br />RECESSED CAN LIGHTING <br />7' <br /> <br />V <br />E <br />R <br />I <br />F <br />Y <br />3 5/8" GA. METAL STUD <br /> O.C. PER WESTERN METAL <br />STUD CO. TABLE NO 8 - <br />ICC ESR 2620, OR 3064P, 4943P <br />OR EQUAL .LARR 24923L <br />2' MAX SPACING OF STUDS <br />CONCRETE ATTACHMENT <br />3/8"Ø EXP. ANCHOR BOLT x <br />2.25", 2 TYP. L.A.R.R. #2748 <br />RAMSET "DYNABOLT" #HN-1222 <br />MIN. EMBEDMENT 1 7/8". <br />2"x2" MIN. 14 GA. MIN SQUARE STEEL TUBE <br />14 GA MIN. STEEL PLATE WELDED TO TUBE <br />3 <br />8"X2.5" WOOD LAG SCREW <br />FOR WOOD ATTACHMENT <br />N.T.S.8POST - LOW WALL <br />SLIDING DOOR SHALL HAVE NO TRACK ON BOTTOM AT OPENING <br />DOOR SHALL HAVE A "U SHAPED HANDLE" <br />DOOR SHALL NOT REQUIRE MORE THAN 5# OF FORCE TO OPEN OR CLOSE <br />4'-0" MAX. <br />SAWCUT EXIST'G SLAB FOR <br />NEW UTILITY LINE & REPLACE <br />N.T.S.1SLAB REPAIR <br />1.HAMMER IN #4 REBAR @ 2' O.C. ALTERNATING DIRECTIONS - MIN. 6" EMBEDMENT <br />2.#4 REBAR <br />3.EXISTING EARTH <br />4.BACKFILL OF EXISTING EARTH (AS ALLOWED) OR NEW SAND. (INSTALLER TO VERIFY WHICH IS <br />REQUIRED) <br />5.REPAIR EXISTING MOISTURE BARRIER AS APPLICABLE, LIKE FOR LIKE MATERIALS <br />6.EXISTING SLAB TO REMAIN (MATCH THICKNESS WITH REPAIR) <br />7.NO DEPUTY INSPECTION REQUIRED <br />1 <br />23 <br />4 <br />5 <br />6 <br />25 <br />2420 <br />20 <br />16 <br />20 <br />+ <br />FRAMING-DIRECTION <br />MAY VARY <br />11 <br />' <br /> <br />M <br />A <br />X <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />42 <br />" <br />+- <br />SUSPENDED <br />T-BAR CLG. <br />VERIFY HEIGHT <br />TEKS screw ESR-1976 <br />GRABBER screws ER-5280 <br />5/8" TYPE X GYP. BD. <br />BOTH SIDES <br />STUD - 362VS125-15 (EQ 25 GA) ICC ESR-2620, or LARR 26019 <br />ALLOWABLE HEIGHTS (L-120) 10'-0"@ 24" O.C. OR 11'-5"@ 16" O.C. <br />STUD - 362VS125-18 (EQ 25 GA.) ICC ESR 2620, LARR 26019 <br />ALLOWABLE HEIGHTS (L-120) 9'-8"@ 24" O.C. OR 13'-1"@ 16" O.C. <br />STUD FOR BRACE @ 48" O.C. - 362VS125-20 (EQ 20 GA.) ICC ESR <br />2620, LARR 26019 ALLOWABLE HEIGHTS (L-120) 17'-4"@ 24" O.C. <br />OR 19'-10"@ 16" O.C. <br />TRACK FOR 25 GA. 362VT125-15 ICC ESR 2620, LARR 26019 <br />ATTACHMENT OF TRACK TO FLOOR <br />0.145Ø x1 1/4" EMB. SHOT PIN @24" O.C. (ESR 1663) OR EQUAL. <br />OR #8 TRUSS HD. SCREW W/ MIN. 1.5" PENETRATION TO WOOD <br />SHEATHING AS OCCURS-24" o.c. per ASTM C 754-09 <br />ATTACH WITH 3) #8 TRUSS HEAD SCREWS, WITH MIN. 1" <br />EMBEDMENT <br />SPREADER BLOCK, BETWEEN TRUSSES SHALL BE POSITIVELY <br />ATTACHED USING SIMPSON PS/PSQ STRAP, OR SIMILAR COIL <br />STAP, AS CONDITIONS DICTATE. ATTACH WITH 2 #8 SMS EA. SIDE <br />FRAMER SHALL ENSURE WALL STUD HEIGHTS AND CEILING <br />FRAMING ARE NOT IN CONFLICT WITH HVAC DUCT TRUNK LINES. <br />HVAC INSTALLER CONTACT INFORMATION LISTED ON M1 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />1 <br />4 5 <br />6 <br />6 <br />9' <br />- <br />7 <br />" <br /> <br />M <br />A <br />X <br />@ <br />2 <br />4 <br />" <br /> <br />O <br />. <br />C <br />. <br />7 <br />7 <br />N.T.S.2WALL SECTION <br />ICC ESR 2620 <br />ASTM A653/A653M <br />Clark Dietrich LARR 26019 <br />3" <br />M <br />I <br />N <br />3 <br />8 <br />8 <br />4 <br />- <br />4 <br />- <br />600 S Harbor Blvd <br />3/17/2025
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