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HomeMy WebLinkAboutA002 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 A002 Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 11/26/19 Foundation Release Tuesday, October 5, 2021, BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J WrenWall M4 -4" CMU, NO SKIN Wall M8 -8" CMU, NO SKIN M4 M8 3 3/4"7 3/4"3 3/4" 7 3/4" Concrete masonry wall. Refer to the S-Series drawings for reinforcing and grouting requiremtns. Refer to the floor plan and Life Safety Sheets for the required Hour Rating. Grouting is required if fire rating is over 1 hour. Concrete masonry wall. Refer to the S-Series drawings for reinforcing and grouting requiremtns. Refer to the floor plan and Life Safety Sheets for the required Hour Rating. Grouting is required if fire rating is over 1 hour. Up to 4 hrs Up to 4 hrs IBC Table 721.1 (2) Item 3-1.1 or 3-1.4 IBC Table 721.1 (2) Item 3-1.1 or 3-1.4 --- --- 3 3/4" 7 3/4" Wall S1.5A-1 5/8 MTL STD;GYP,1 SIDE Wall S3.5A-3 5/8 MTL STD;GYP,1 SIDE S1.5A S3.5A 2 1/4"4 1/4"2 1/4" 4 1/4" 1-5/8" metal stud fur wall; 5/8" gyp. bd. at one side; 22 gauge mtl. stud minimum @16" oc; space 1" from adjacent wall typically. 3-5/8" 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 1/4" 4 1/4" WALL TYPE LEGEND Wall Composite Wall C10 -10" CONC;NO SKIN Wall C12 -12" CONC;NO SKIN Wall C14 -14" CONC;NO SKIN Wall C8 -8" CONC;NO SKIN Type C10 C12 C14 C8 2D Plan 10"1'1'-2"8"2D Cross Section 10" 1' 1'-2" 8" Wall Type Description Cast-in-place reinforced concrete wall. Refer to the S- Series drawings for details. Refer to the floor plan and Life Safety Sheets for the required Hour Rating Cast-in-place reinforced concrete wall. Refer to the S- Series drawings for details. Refer to the floor plan and Life Safety Sheets for the required Hour Rating Cast-in-place reinforced concrete wall. Refer to the S- Series drawings for details. Refer to the floor plan and Life Safety Sheets for the required Hour Rating Cast-in-place reinforced concrete wall. Refer to the S- Series drawings for details. Refer to the floor plan and Life Safety Sheets for the required Hour Rating. Fire Rating Up to 4 hrs Up to 4 hrs Up to 4 hrs Up to 4 hrs UL Listing IBC Table 721.1 (2) Item 4-1.1 IBC Table 721.1 (2) Item 4-1.1 IBC Table 721.1 (2) Item 4-1.1 IBC Table 721.1 (2) Item 4-1.1 STC Rating --- --- --- Thickness 10" 1' 1'-2" 8" Wall S3.5Ai-3 5/8 MTL STD;GYP,1 SIDE+INSULATION S3.5Ai 4 1/4"4 1/4" 3-5/8" metal stud fur wall; 5/8" gyp. bd. at one side; 22 gauge mtl. stud minimum @16" oc; space 1" from adjacent wall typically. Batt insulations required. See drawing notes for insulation type. ----------4 1/4" Wall S3.5B-35/8 MTL STD;GYP,2 SIDES Wall S3.5Bi-3 5/8 MTL STD;GYP,2 SIDES+INSULATION S3.5B S3.5Bi 4 3/4"4 3/4"4 3/4" 4 3/4" 3-5/8" metal stud wall (maybe stud load bearing); 5/8" gyp. bd. at both sidea; 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. Wood panel sheathing cannot be used for buildings of non-combustuble construction, see life safety report. 3-5/8" metal stud wall (maybe stud load bearing); 5/8" gyp. bd. at both sidea; 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. Wood panel sheathing can not be used for buildings of non-combustuble construction, see life safety report. Batt insulations required. See drawing notes for insulation type. --- 1 hr ---- U423 or U425 --- 49 4 3/4" 4 3/4" Wall S3.5Ci-3 5/8 MTL STD;(2)GYP,2 SIDES+INSULATION S3.5Ci 6"6" 3-5/8" 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. 2 hr U423 or U425 55 6"