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HomeMy WebLinkAboutA003 Master Wall LegendProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateWREN BUILDINGCarmel, IN 46032750 Veteran's WayPEDCOR DESIGN GROUP LLC Master Wall Legend THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2021 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 11/26/2019 A003 Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 10/5/21 ADLS ISSUE #2 ARCH ONLY Tuesday, October 5, 2021, BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J WrenWALL TYPE LEGEND Wall Composite Type 2D Plan 2D Cross Section Wall Type Description Fire Rating UL Listing STC Rating Thickness Wall S3.5Di-3 5/8 MTL STD; 5/8" G.B., 5/8" EXT. SHEATHING+INSULATION S3.5Di 5"5" 3-5/8" metal stud load bearing wall; 5/8" gyp. bd. at both sides, glass mat at exterior side; 20 gauge mtl. stud minimum @16" oc. Refer to S-Series drawings and delagated design shop drawings for required stud sizing, spacing, gauge and diagram requirements. Batt insulations required. See drawing notes for insulation type. 1 hr U425 49 5" Wall S3.5E-3 5/8" MTL STD,5/8" EXT. SHEATHING 1 SIDE Wall S3.5E-3 5/8" MTL STD,5/8" EXT. SHEATHING 1 SIDE Wall S3.5Ei-3 5/8" MTL STD, INSULATION, 5/8" EXT. SHEATHING 1 SIDE Wall S3.5Hi 2HR-1.5 CH STD;GYP,1 SIDE, LINER 1 SIDE+INSULATION S3.5E S3.5Ei S3.5Ei S3.5Hi 4 1/4"4 1/4"4 1/4"3 3/4"4 1/4" 4 1/4" 4 1/4" 3 3/4" 3-5/8" metal stud wall; 5/8" exterior glass mat gyp. bd. at one side; 20 gauge mtl. stud minimum @16" oc; space 1" from adjacent wall typically, unless detailed otherwise. 3-5/8" metal stud wall; 5/8" exterior glass mat gyp. bd. at one side; 20 gauge mtl. stud minimum @16" oc; space 1" from adjacent wall typically, unless detailed otherwise. Batt insulations required. See drawing notes for insulation type. 3-5/8" metal stud wall; 5/8" exterior glass mat gyp. bd. at one side; 20 gauge mtl. stud minimum @16" oc; space 1" from adjacent wall typically, unless detailed otherwise. Batt insulations required. See drawing notes for insulation type. Shaft liner wall, non-load bearing, 2-1/2" deep I or C-T or C-H metal studs at 24" oc, gauge as required for wall height, 1" gypsum liner panel at inside face of shaft, 2 layers 5/8" gyp. bd.. Use glass mat when exposed to weather during construction. Batt insulations required. See drawing notes for insulation type. 1 hr 1 hr 2 hrs U425 U425 U417 45 49 49 49 4 1/4" 4 1/4" 4 1/4" 3 3/4" Wall S5Hi-2HR-3 CH STD;GYP,1 SIDE, LINER 1 SIDE 6+INSULATION Wall S6A-2x6 + 5/8" G.B. ONE SIDE S5Hi S6A 5 1/4"6 3/4"5 1/4" 6 3/4" Shaft liner wall, non-load bearing, 5" deep I or C-T or C-H metal studs at 24" oc, gauge as required for wall height, 1" gypsum liner panel at inside face of shaft, 2 layers 5/8" gyp. bd.. Use glass mat when exposed to weather during construction. Batt insulations required. See drawing notes for insulation type. 6" metal stud fur wall; 5/8" gyp. bd. at one side; 22 gauge mtl. stud minimum @16" oc; space 1" from adjacent wall typically. 2 hrs --- U417 ---- 49 --- 5 1/4" 6 3/4" Wall S6B-6 MTL STD;GYP,2 SIDES Wall S6Bi-6 MTL STD;GYP,2 SIDES+INSULATION Wall S6Ci-6 MTL STD; (2)GYP,2 SIDES+INSULATION Wall S6D-6 MTL STD; 5/8" G.B., 5/8" EXT. SHEATHING S6B S6Bi S6Ci S6D 7 1/4"7 1/4"8 1/2"7 1/4"7 1/4" 7 1/4" 8 1/2" 7 1/4" 6" metal stud load bearing wall; 5/8" gyp. bd. at both sides; 20 gauge mtl. stud minimum @16" oc. Refer to S- Series drawings and delegated design shop drawings for required stud sizing, spacing, gauge and diagram requirements. Batt insulations required. See drawing notes for insulation type. 6" metal stud load bearing wall; 5/8" gyp. bd. at both sides; 20 gauge mtl. stud minimum @16" oc. Refer to S- Series drawings and delegated design shop drawings for required stud sizing, spacing, gauge and diagram requirements. Batt insulations required. See drawing notes for insulation type. 6" metal stud load bearing wall; 2 layers 5/8" gyp. bd. at both sides; 20 gauge mtl. stud minimum @16" oc. Refer to S-Series drawings and delegated design shop drawings for required stud sizing, spacing, gauge and diagram requirements. Wood panel sheathing cannot be used for buildings of non-combustuble construction, see life safety report. Batt insulations required. See drawing notes for insulation type. 6" metal stud load bearing wall; 5/8" gyp. bd. at both sides, glass mat at exterior side; 20 gauge mtl. stud minimum @16" oc. Refer to S-Series drawings and delagated design shop drawings for required stud sizing, spacing, gauge and diagram requirements. 1 hr 1 hr 2 hr 1 hr U425 U425 U423 or U425 U425 49 49 55 45 7 1/4" 7 1/4" 8 1/2" 7 1/4" Wall S6Di-6 MTL STD; 5/8" G.B., 5/8" EXT. SHEATHING+INSULATION S6Di 7 1/4"7 1/4" 6" metal stud load bearing wall; 5/8" gyp. bd. at both sides, glass mat at exterior side; 20 gauge mtl. stud minimum @16" oc. Refer to S-Series drawings and delagated design shop drawings for required stud sizing, spacing, gauge and diagram requirements. Batt insulations required. See drawing notes for insulation type. 1 hr U425 49 7 1/4"