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HomeMy WebLinkAboutS600 - WOOD FRAMING SCHEDULESHOLDOWN SCHEDULE HDU2-SDS2.5 MARK ANCHOR ROD DIAMETER REMARKS 5/8" DIA. BASIS OF DESIGN HOLDOWNS ARE SIMPSON STRONG TIE MODELS.1. ALL THREADED ROD TO BE ASTM F1554 GR 36 WITH NUT AND WASHER.2. INSTALL HOLDOWNS AS RECOMMENDED BY MANUFACTURER'S INSTALLATION PROCEDURES. 3. FOR FASTENING OF HOLDOWNS, FOLLOW THE HARDWARE MANUFACTURER'S REQUIREMENTS. 4. HOLDOWNS ARE ONLY TO BE WELDED TO THE EMBED PLATES IN THE CONCRETE PODUM USING THE APPROPRIATE ATS-SBC ROD-TO-STEEL-BEAM CONNECTOR FOR THE VERTICAL BOLT DIAMETER IN THE TABLE. NO ANCHORS ARE TO BE DRILLED INTO THE POST-TENSIONED CONCRETE PODIUM. 5. HDU4-SDS2.5 HDU5-SDS2.5 HDU8-SDS2.5 HDU14-SDS2.5 5/8" DIA. 5/8" DIA. 7/8" DIA. 1" DIA. 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 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architecture / Project Management: PEDCOR DESIGN GROUP LLC Project: Sheet Number: Project Number Set Issue Date Sheet Title: Sheet Issue Date Drawn By Checked By Last Revision Date: COPYRIGHT & OWNERSHIP OF DOCUMENTS Developer: Architect: By:2/3/2023 2:20:36 PMS600 WOOD FRAMING SCHEDULESTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL CheckerNOT FORCONSTRUCTION 2. SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 1. SILL PLATE AND TOP PLATE SHALL BE SYP #2. NOTES: BW6 2x6 AT 16" SPF #2 (1) - 2x6 TYP (2) - 2x6 AT GYPCRETE (2) - 2x6 BW5 2x6 AT 12" SPF #2 (1) - 2x6 TYP (2) - 2x6 AT GYPCRETE (2) - 2x6 BW4 2x6 AT 8" SPF #2 (1) - 2x6 TYP (2) - 2x6 AT GYPCRETE (2) - 2x6 BW3 2x4 AT 16" SPF #2 (1) - 2x4 TYP (2) - 2x4 AT GYPCRETE (2) - 2x4 BW2 2x4 AT 12" SPF #2 (1) - 2x4 TYP (2) - 2x4 AT GYPCRETE (2) - 2x4 BW1 2x4 AT 8" SPF #2 (1) - 2x4 TYP (2) - 2x4 AT GYPCRETE (2) - 2x4 MARK SIZE & SPACING MATERIAL BOTTOM PLATE TOP PLATE REMARKS BEARING WALL (BW) SCHEDULE 1. PROVIDE SOLID BLOCKING BETWEEN FLOORS AT WALL COLUMNS. BLOCKING TO MATCH WC. NOTES: WC13 (4) 1 1/2 x 3 1/2 TIMBERSTRAND LSL 1.3E TYPICAL SILL PLATE TYPICAL CAP PLATE WC12 (6) 1 1/2 x 3 1/2 TIMBERSTRAND LSL 1.3E TYPICAL SILL PLATE TYPICAL CAP PLATE WC11 (3) 1 1/2 x 5 1/2 TIMBERSTRAND LSL 1.55E TYPICAL SILL PLATE TYPICAL CAP PLATE WC10 (4) 1 1/2 x 5 1/2 TIMBERSTRAND LSL 1.55E TYPICAL SILL PLATE TYPICAL CAP PLATE WC7 (2) - 2x8 SPF #2 TYPICAL SILL PLATE TYPICAL CAP PLATE LONG EDGE PARALLEL TO WALL WC6 (2) - 2x4 SPF #2 TYPICAL SILL PLATE TYPICAL CAP PLATE WC5 (3) - 2x4 SPF #2 TYPICAL SILL PLATE TYPICAL CAP PLATE WC4 (4) - 2x4 SPF #2 TYPICAL SILL PLATE TYPICAL CAP PLATE WC3 (2) - 2x6 SPF #2 TYPICAL SILL PLATE TYPICAL CAP PLATE WC2 (3) - 2x6 SPF #2 TYPICAL SILL PLATE TYPICAL CAP PLATE WC1 (4) - 2x6 SPF #2 TYPICAL SILL PLATE TYPICAL CAP PLATE MARK SIZE MATERIAL POST BASE POST CAP REMARKS WALL COLUMN (WC) SCHEDULE 2. SEE "TYPICAL BEARING WALL CONSTRUCTION" DETAIL FOR JACK AND KING STUD DEFINITION. 1. PROVIDE SOLID BLOCKING BETWEEN FLOORS AT JAMB STUDS. BLOCKING TO MATCH JAMB STUDS. NOTES: H11 (3) 2x12 SYP #2 1 JACK / 2 KING 1 JACK / 2 KING 1 JACK / 2 KING 1 JACK / 2 KING SPF #2 H10 (1) 5 1/4x16 PSL SYP #2 4 JACK / 2 KING SPF #2 H9 (2) 1 3/4x9 1/4 LVL SYP #2 4 JACK / 1 KING 3 JACK / 1 KING 3 JACK / 1 KING 3 JACK / 1 KING SPF #2 H8 (2) 1 3/4x9 1/4 LVL SYP #2 4 JACK / 1 KING 3 JACK / 1 KING 3 JACK / 1 KING 1 JACK / 1 KING SPF #2 H7 (3) 2x10 SYP #2 3 JACK / 1 KING 3 JACK / 1 KING 1 JACK / 1 KING 1 JACK / 1 KING SPF #2 H6 (3) 2x8 SYP #2 2 JACK / 1 KING 1 JACK / 1 KING 1 JACK / 1 KING 1 JACK / 1 KING SPF #2 H5 (3) 2x10 SYP #2 2 JACK / 1 KING 1 JACK / 1 KING 1 JACK / 1 KING 1 JACK / 1 KING SPF #2 H4 (3) 2x12 SYP #2 3 JACK / 1 KING 3 JACK / 1 KING 2 JACK / 1 KING 1 JACK / 1 KING SPF #2 H3 (3) 2x10 SYP #2 1 JACK / 1 KING 1 JACK / 1 KING 1 JACK / 1 KING 1 JACK / 1 KING SPF #2 H2 (3) 2x8 SYP #2 1 JACK / 1 KING 1 JACK / 1 KING 1 JACK / 1 KING 1 JACK / 1 KING SPF #2 H1 (2) 2x8 SYP #2 1 JACK / 1 KING 1 JACK / 1 KING 1 JACK / 1 KING 1 JACK / 1 KING SPF #2 SUPPORTING THREE FLOORS AND ROOF SUPPORTING TWO FLOORS AND ROOF SUPPORTING ONE FLOOR AND ROOF SUPPORTING ROOF MARK HEADER SIZE HEADER MATERIAL JAMB STUDS JAMB STUD MATERIAL HEADER (H) SCHEDULE 7. ALL FASTENERS INTO POST-TENSIONED CONCRETE PODIUM SLAB MUST HAVE A MAXIMUM EMBEDMENT DEPTH OF 1". LSL6 INDICATES 1 1/2 x 5 1/2 TIMBERSTRAND LSL 1.3E 6.LSL4 INDICATES 1 1/2 x 3 1/2 TIMBERSTRAND LSL 1.3E 5.WHERE EDGES OF WOOD STRUCTURAL PANELS ARE NOT SUPPORTED, PROVIDE 2x BLOCKING WITH SHEATHING ATTACHED WITH SPECIFIED EDGE NAILING. 4.WOOD STRUCTURAL PANELS MAY BE APPLIED HORIZONTALLY OR VERTICALLY. 3.NAIL CHORD STUDS TOGETHER WITH THE SAME NAIL SPACING AS FOR THE SHEATHING. 2.ALL SHEATHING SHALL BE RATED AS APA RATED SHEATHING EXP 1, TYPICAL UNLESS NOTED OTHERWISE. 1.ALL NAILS ARE COMMON NAILS UNLESS NOTED OTHERWISE. FOR FASTENING OF HARDWARE, FOLLOW THE HARDWARE MANUFACTURER'S REQUIREMENTS, TYPICAL. 6" 15/32" 8d AT 6" 8d AT 12" (3) 2X6 10d AT 4" HDU2-SDS2.5 5TH 4" 15/32" 8d AT 6" 8d AT 12" (3) 2X4 10d AT 4" HDU2-SDS2.5 6" 15/32" 8d AT 6" 8d AT 12" (3) 2X6 10d AT 4" HDU2-SDS2.5 4TH 4" 15/32" 8d AT 6" 8d AT 12" (3) 2X4 10d AT 4" HDU2-SDS2.5 6" 15/32" 8d AT 6" 8d AT 12" (4) 2X6 10d AT 4" HDU2-SDS2.5 3RD 4" 15/32" 8d AT 6" 8d AT 12" (3) LSL4 10d AT 4" HDU2-SDS2.5 6" 15/32" 8d AT 4" 8d AT 12" (4) 2X6 SIMPSON STRONG-TIE PDPAWL-250 @ 3" HDU2-SDS2.5 F 2ND 4" 15/32" 8d AT 4" 8d AT 12" (6) LSL4 SIMPSON STRONG-TIE PDPAWL-250 @ 3" HDU2-SDS2.5 6" 15/32" 8d AT 6" 8d AT 12" (3) 2X6 10d AT 4" HDU4-SDS2.5 5TH 4" - - 8d AT 12" - - - 6" 15/32" 8d AT 4" 8d AT 12" (3) 2X6 2 ROWS OF 10d AT 5"HDU8-SDS2.5 4TH 4" - - 8d AT 12" - - - 6" 15/32" 8d AT 2" 8d AT 12" (3) 2X6 2 ROWS OF 10d AT 4"HDU8-SDS2.5 3RD 4" - - 8d AT 12" - - - 6" 15/32" 8d AT 2" 8d AT 12" (3) 2X6 SIMPSON STRONG-TIE PDPAWL-250 @ 2" HDU8-SDS2.5 E 2ND 4" - - 8d AT 12" - - - 6" 15/32" 8d AT 4" 8d AT 12" (3) 2X6 2 ROWS OF 10d AT 5"HDU8-SDS2.5 5TH 4" 15/32" - 8d AT 12" - - - 6" 15/32" 8d AT 3" 8d AT 12" (3) 2X6 2 ROWS OF 10d AT 4"HDU8-SDS2.5 4TH 4" 15/32" - 8d AT 12" - - - 6" 15/32" 8d AT 2" 8d AT 12" (3) 2X6 2 ROWS OF 10d AT 3"HDU8-SDS2.5 3RD 4" 15/32" - 8d AT 12" - - - 6" 15/32" 8d AT 2" 8d AT 12" (4) 2X6 SIMPSON STRONG-TIE PDPAWL-250 @ 2" HDU11-SDS2.5 D 2ND 4" 15/32" - 8d AT 12" - - - 6" 15/32" 8d AT 6" 8d AT 12" (3) 2X6 10d AT 4" HDU4-SDS2.5 5TH 4" 15/32" 8d AT 6" 8d AT 12" (3) 2X4 10d AT 4" HDU4-SDS2.5 6" 15/32" 8d AT 4" 8d AT 12" (3) 2X6 2 ROWS OF 10d AT 5"HDU4-SDS2.5 4TH 4" 15/32" 8d AT 4" 8d AT 12" (3) LSL4 2 ROWS OF 10d AT 5" HDU4-SDS2.5 6" 15/32" 8d AT 4" 8d AT 12" (4) 2X6 2 ROWS OF 10d AT 5"HDU8-SDS2.5 3RD 4" 15/32" 8d AT 4" 8d AT 12" (6) LSL4 2 ROWS OF 10d AT 5" HDU8-SDS2.5 6" 15/32" 8d AT 3" 8d AT 12" (4) 2X6 SIMPSON STRONG-TIE PDPAWL-250 @ 3" HDU11-SDS2.5 C 2ND 4" 15/32" 8d AT 3" 8d AT 12" (9) LSL4 SIMPSON STRONG-TIE PDPAWL-250 @ 3" HDU11-SDS2.5 6" 15/32" 8d AT 6" 8d AT 12" (3) 2X6 10d AT 4" HDU4-SDS2.5 5TH 4" 15/32" 8d AT 6" 8d AT 12" (3) 2X4 10d AT 4" HDU4-SDS2.5 6" 15/32" 8d AT 6" 8d AT 12" (4) 2X6 2 ROWS OF 10d AT 5"HDU8-SDS2.5 4TH 4" 15/32" 8d AT 6" 8d AT 12" (6) LSL4 2 ROWS OF 10d AT 5" HDU8-SDS2.5 6" 15/32" 8d AT 4" 8d AT 12" (4) 2X6 2 ROWS OF 10d AT 5"HDU11-SDS2.5 3RD 4" 15/32" 8d AT 4" 8d AT 12" (6) LSL4 2 ROWS OF 10d AT 5" HDU11-SDS2.5 6" 15/32" 8d AT 3" 8d AT 12" (4) LSL6 SIMPSON STRONG-TIE PDPAWL-250 @ 2" HDU14-SDS2.5 B 2ND 4" 15/32" 8d AT 3" 8d AT 12" (9) LSL4 SIMPSON STRONG-TIE PDPAWL-250 @ 2" HDU14-SDS2.5 6" 15/32" 8d AT 4" 8d AT 12" (3) 2X6 2 ROWS OF 10d AT 5"HDU8-SDS2.5 5TH 4" 15/32" 8d AT 4" 8d AT 12" (3) 2X4 2 ROWS OF 10d AT 5" HDU8-SDS2.5 6" 15/32" 8d AT 3" 8d AT 12" (3) 2X6 2 ROWS OF 10d AT 4"HDU11-SDS2.5 4TH 4" 15/32" 8d AT 3" 8d AT 12" (6) LSL4 2 ROWS OF 10d AT 4" HDU11-SDS2.5 6" 15/32" 8d AT 2" 8d AT 12" (4) 2X6 2 ROWS OF 10d AT 3"HDU14-SDS2.5 3RD 4" 15/32" 8d AT 2" 8d AT 12" (6) LSL4 2 ROWS OF 10d AT 3" HDU14-SDS2.5 6" 15/32" 10d AT 2" 8d AT 12" (4) LSL6 SIMPSON STRONG-TIE PDPAWL-250 @ 2" HDU14-SDS2.5 A 2ND 4" 15/32" 10d AT 2" 8d AT 12" (9) LSL4 SIMPSON STRONG-TIE PDPAWL-250 @ 2" HDU14-SDS2.5 EDGES FIELD MARK LEVEL STUD WALL SHEATHING NAILS CHORD STUDS BOTTOM PLATE ATTACHMENT HOLD DOWN ANCHORS SHEAR WALL SCHEDULE Revision ID Transmittal Set Date Transmittal Set Name