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SCALE <br />NTS3 TYPICAL JOIST CEILING FRAMING (GYP. BD.) <br />A <br />B B <br />A <br />DETAIL 'A'DETAIL 'B' <br />CEILING JOIST FRAMING PLAN <br />DETAIL 'C'BALLOONED FRAMED WALL CONDITION <br />SCALE <br />NTS7 TYP. GP. BD. CEILING FRAMING TO FULL HT. STEEL STUD WALL <br />SCALE <br />NTS9 TYPICAL CEILING JOIST STUD SCHEDULE <br />DETAIL 'B'DETAIL 'A'DETAIL 'C' <br />SCALE <br />NTS1 TYP. GP. BD. CLNG FRAMING ((E) FULL HT WOOD STD WALL) <br />DETAIL 'A'DETAIL 'C' <br />SCALE <br />NTS4 TYPICAL NON-BEARING METAL STUD WALL SCALE <br />NTS <br />TYPICAL METAL STUD SCHEDULE INTERIOR <br />6 SCALE <br />NTS <br />WALL BACKING TYPE "2" <br />END <br />CONDITION <br />INTERMEDIATE <br />CONDITION <br />SPLICE <br />CONDITION <br />NOTES: <br />1.WHEN INSTALLING FIXTURES OR CABINETRY, PROVIDE STEEL SLEEVES AT ALL FASTENERS. <br />2.EXTEND BACKING ONE STUD BAY BEYOND BEYOND EDGE OF CABINET OR EQUIPMENT. <br />3.COORDINATE WITH TENANT ON LOCATIONS AND QUANTITY. <br />FOR LOADS UP TO 100 LBS. OF SHEAR <br />FIELD CONFIRM MAX LOAD TO STUD WALL <br />SCALE <br />NTS8 SCALE <br />NTS10 <br />SCALE <br />NTS16SCALE <br />NTS <br />TYPICAL INTERIOR HEADER DETAIL @ DEMISING/PARTITION WALLS <br />MULTIPLE JAMB STUD SUPPORT DETAIL <br />SCALE <br />NTS WALL BACKING TYPE "1" <br />END CONDITION <br />INTERMEDIATE <br />CONDITION <br />SPLICE <br />CONDITION <br />NOTES: <br />1.WHEN INSTALLING FIXTURES OR CABINETRY, PROVIDE STEEL SLEEVES AT ALL FASTENERS. <br />2.EXTEND BACKING ONE STUD BAY BEYOND BEYOND EDGE OF CABINET OR EQUIPMENT. <br />3.COORDINATE WITH TENANT ON LOCATIONS AND QUANTITY. <br />FOR LOADS UP TO 400 LBS. OF SHEAR <br />FIELD CONFIRM MAX LOAD TO STUD WALL <br />2 <br />5 <br />DETAIL '8A'DETAIL '12'MAX STUD <br />HEIGHT <br />SCALE <br />NTS12 TYP. FULL HT. STUD WALL PERPENDICULAR / PARALLEL TO SUBPURLINS <br />SCALE <br />NTS14 <br />DUCT <br />SCALE <br />NTS 1 HR. RATED CORRIDOR11 <br />DOOR HEAD DETAIL <br />DOOR JAMB DETAIL <br />DOOR JAMB DETAILS <br />INSTALL ALL COMPONENTS PER HILTI <br />FIRESTOP SYSTEM NO. BW-S-0001 <br />1 HR. RATED ASSEMBLIES15SCALE <br />NTS <br />SCALE <br />NTS17 <br />1-HR. RATED CEILING ASSEMBLY PER CBC 708.4 EXCEPTION 3 <br />NOT USED INFILL AT OPENINGS MTL STUD TO (E) GLULAM BEAM13 <br />NOTES: <br />1.SEE DETAIL 12/A.6.0 AND 13/A.6.0 FOR TOP OF WALL CONNECTION. SELECT FOR CONDITION. <br />TOP OF WALL FRAMING CONNECTION PER 12/A.6.0 <br />CEILING FRAMING CONNECTION PER 7-A/A.6.0 <br />NATIONAL GYPSUM DETAIL CR-102 <br />SHEET NUMBER: <br />REVISIONS <br />DETAILS <br />PREPARED BY: <br />OWNER: <br />PROJECT: <br />STAMP:JOB NUMBER: <br />XXXXX <br />DATE: <br />00.00.00 <br />SHEET NAME: <br />CONSULTANT: <br />DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN <br />CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC. <br />dba RAND KRUSE AND MAY NO BE DUPLICATED, USED OR <br />DISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dba <br />RAND KRUSE. <br />A FOR PERMIT <br />SANTA ANA VENTURES, INC. <br />121 E. NEWPORT CIRCLE <br />SANTA ANA, CA 9205 <br />A6.0 <br />3419 Via Lido, Ste. 225 <br />Newport Beach, CA 92663 <br />949.500.9416 www.intrepid-group.net <br />N E W F L O W E R <br />R O O M <br />1 2 1 N E W P O R T C I R C L E <br />S A N T A A N A , C A 9 2 0 5 <br />B PCC-1 <br />B <br />1821 E Newport Cir <br />12/23/2024