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HomeMy WebLinkAboutB15-0026_S-600_1438367880.pdfDBL TOP PLATE LEDGER 12GA x3 1/2" STRAP W/ (4) 16d EA SIDE OF NOTCH TO EA PL STUD CL HOLE W/3 W/8 MEMBER MAX DIA OF HOLE BEAM, JOIST & RAFTER NOTCHING NOT PERMITTED SILL PLATE 1. HOLES SHALL BE DRILLED 2. PRE-DRILL CORNERS OF NOTCHES CL HOLE NOTES: CL HOLE (CLR) 6" MIN W 7" 7" MAX 8" W W/5 W/2 MAX 10" . 3" MAX W W/3 7" 5" TO5" TO 7" MAX 8" W W/3 MAX 8" W 6" MIN CLR JOIST, RAFTER, BEAM , LEDGER DBL TOP PL, SILL PL, STUD 9" MAX 5" MIN . 9" MAX 5" MIN . END OF SILL PL . END OF SILL PL ALL ANCHS CENTERED IN WALL, Ø PER , USE CIP ANCH PER 12/S-600 OR SIMPSON TITEN HD S-600 12 S-600 12 4'-0" MIN LAP TOP PL SPLICE . . STUDS 16d @9" OC STAGGERED EA SIDE OF TOP PL SPLICE (2) 16d (2) 16d TOP PLS CORNER & INTERSECTION DTL 2 CORNER & INTERSECTION DTL 1 EN EN EN EN EN EN ADDNL STUDS AS REQD AT HOLD DOWN LOCS, TYP NOTES: 1. ALL WALL CORNERS & INTERSECTIONS MAY BE CONSTRUCTED PER DTL 1 UNLESS NOTED OTHERWISE IN EN EN S-600 12 HORIZONTAL DIAPHRAGM SCHEDULE MARK SHEATHING MATERIAL BLOCKED EDGES FASTENER TYPE & SPACING 5/8" THICK 20/40 APA- RATED PLYWOOD NO NO 3/4" THICK STURD-I-FLOOR APA-RATED SHEATHING NOTES: 1. ALL ROOF DIAPHRAMS ARE TYPE WS1, UNO. 2. ALL FLOOR DIAPHRAGSM ARE TYPE WS2, UNO. 3. ALL DECK DIAPHRAGMS ARE TYPE WS3, UNO. 4. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/8". 5. FOR SHEATHING OVER DECKING, SEE 4/S-601 FOR ADDITIONAL RQMTS. 6. PROVIDE BOUNDARY NAILING (TYPE 4 ABOVE) INTO ALL SUPPORTING BEAMS, WALLS, JOIST BLOCKING, AND RIM BOARDS UNO. WS1 WS2 1 10d @ 6" OC 2 10d @ 12" OC 3 10d @ 6" OC 4 10d @ 6" OC 1 10d @ 6" OC 2 10d @ 12" OC 3 NA 4 10d @ 6" OC 2 1 PANEL EDGE NAILING AT SUPPORTED EDGES 2 FIELD NAILING 3 PANEL EDGE NAILING AT BLOCKED EDGES 4 BOUNDARY NAILING BEAM OR WALL DIAPHRAGM EDGE TRUSSES, RAFTERS OR JOISTS 2x FLAT BLOCKING AT UNSUPPORTED SHEATHING EDGES (WHERE REQD ~ SEE SCHEDULE) 1 3 4 7/16" THICK 16/32 APA- RATED PLYWOOD OVER DECKING NO WS3 1 8d @ 6" OC 2 8d @ 12" OC 3 NA 4 8d @ 6" OC 6 FOR KING STUD RQMTS ~ RE: 7 FOR TRIMMER RQMTS ~ RE: 4 WALL CORNER 1 FOR TYP WALL STUD & SHEATHING RQMTS ~ RE: 3 MAINTAIN TYPICAL STUD SIZE & SPACING ABOVE & BELOW OPENINGS S-600 16 S-600 16 ~ RE: PLAN FOR LOCATIONS SHEAR WALL S-602 7 S-600 17 S-600 18 14 S-600 TYP WALL CORNER OR INTERSECTION TYP HOLDOWN TYP HEADER TYP HEADER & SILL TYP SILL PL TYP TOP PL SPLICE KEYNOTE LEGEND 5 2x BLOCKING AT PANEL EDGES 2 2x TREATED SILL PLATE ~ MATCH WALL STUD WIDTH TYP STUD WALL, UNO S-600 12 S-600 16 S-600 16 1 2 3 3 4 5 6 7 7 6 5 MARK HOLDOWN TYPE 0 NO HOLD DOWN ANCHOR RQMTS MINIMUIM ATTACHMENT REMARKS HOLDOWN SCHEDULE STUD SPACING W1 2x6 DF#2 @ 12"OC SHEATHING BLOCKED EDGES EDGE NAILING STRUCTURAL WOOD WALL SCHEDULE DRIVE PINS AT STEEL BEAM 1/2" GYP BD EA FACE N 6d @ 4" OC (2) DF#2 STUDS 1 MSTC 28 W2 2x6 DF#2 @ 16"OC 1/2" ONE FACE 8d @ 6" OC STUDS & SPACING W1 - A1 HOLDOWN TYPE ~ RE: SCHED STRUCTURAL WALL NOTES: 1. ALL STRUCTURAL WOOD WALLS SHALL BE W1, UNO. 2. ALL SHEATHING TO BE APA-RATED SHEATHING. RE: GENERAL NOTES FOR ADDITIONAL INFORMATION. 3. SHEATHING NAILS SHALL BE INSTALLED A MINIMUM OF 3/8" FROM PANEL EDGES. 4. SHEATHING NAILS TO BE GALVANIZED COMMON. 5. AT PLYWOOD SHEATHING, USE 8d NAILS @ 12" OC FOR FIELD NAILING. 6. ALL PLYWOOD SHEATHING TO BE BACKED WITH 2" NOMINAL OR WIDER MEMBER. 7. PROVIDE A MINIMUM OF (2) STUDS AT EACH HOLDOWN. 8. CONNECT SHEAR PANELS DIRECTLY TO STUDS. 9. ALL WALL NAILING AT WALLS, INCLUDING HEADERS, BLOCKING, RIMBOARDS, ETC. SHALL CONFORM TO REQUIREMENTS OF NAILING SCHEDULE IN IBC 2006, TABLE 2304.9.1 UNLESS MORE STRINGENT REQUIREMENTS ARE SHOWN IN DRAWINGS. HOLDOWN NOTES: 1. INSTALL ALL HOLDOWNS AND HOLDOWN ANCHORS PER MNFR's WRITTEN INSTRUCTIONS. 2. UNLESS OTHERWISE NOTED, MINIMUM HOLDOW ATTACHMENT TO BE (2) 2x ~ MATCH WALL STUD THICKNESS. ANCHORAGE TO FDN 5/8"Ø @ 48"OC 5/8"Ø @ 48"OC FIELD NAILING PER NOTES 2x BLKG AT SHEATHING EDGES (WHERE REQUIRED PER SCHEDULE) EDGE NAILING PER SCHEDULE EDGE NAILING SHEATHING PER SCHEDULE ~ STAGGER EDGES AS SHOWN STUD SIZE & SPACING PER SCHEDULE ANCHORAGE TO FDN CONNECTION AT SILL PLATE CONNECTION AT TOP PLATE MARK 2x4 DF#2 @ 16"OC W3 SHEAR WALL KEY MARK SHEATHING STUDS A B } SHEATHING TYPE ~ RE: SCHED 1/2" ONE FACE 8d @ 4" OC C 1/2" ONE FACE 8d @ 3" OC D 1/2" ONE FACE 8d @ 2" OC E 1/2" EA FACE 8d @ 6" OC F 1/2" EA FACE G 1/2" EA FACE H 1/2" EA FACE J 8d @ 4" OC 8d @ 3" OC 8d @ 2" OC 2 MSTC 40 3 MSTC 52 4 MSTC 66 5 (2) MSTC 52 6 HDU2-SDS2.5 7 HDU4-SDS2.5 8 HDU5-SDS2.5 9 HDU8-SDS2.5 10 HDU11-SDS2.5 11 HDU14-SDS2.5 12 HDU19-SDS2.5 Y Y Y Y Y Y Y Y 5/8"Ø @ 24"OC 5/8"Ø @ 24"OC 5/8"Ø @ 24"OC 5/8"Ø @ 24"OC 5/8"Ø @ 16"OC 5/8"Ø @ 12"OC 3/4"Ø @ 12"OC 16d @ 6" OC SIMPSON LS50 @ 24" OC SIMPSON LS50 @ 24" OC SIMPSON LS50 @ 16" OC SIMPSON LS50 @ 16" OC SIMPSON LS50 @ 16" OC SIMPSON LS50 @ 16" OC SIMPSON LS50 @ 12" OC SIMPSON HGA10 @ 12" OC SIMPSON LS50 @ 12" OC 16d @ 6" OC 16d @ 6" OC 16d @ 3" OC 16d @ 2" OC 16d @ 2" OC (2) ROWS 16d @ 3" OC (2) ROWS 16d @ 2" OC (2) ROWS 16d @ 2" OC 0.177Ø @ 6" OC 0.177Ø @ 6" OC (2) ROWS 0.177Ø @ 6" OC (2) ROWS 0.177Ø @ 4" OC (2) ROWS 0.177Ø @ 4" OC (2) ROWS 0.177Ø @ 4" OC (2) ROWS 0.177Ø @ 4" OC (2) ROWS 0.177Ø @ 3" OC (2) ROWS 0.177Ø @ 3" OC 5/8"Ø 5/8"Ø 5/8"Ø 7/8"Ø 1"Ø 1"Ø 1"Ø (2) DF#2 STUDS (2) DF#2 STUDS (2) DF#2 STUDS (3) DF#2 STUDS (2) DF#2 STUDS (2) DF#2 STUDS (2) DF#2 STUDS (3) DF#2 STUDS (3) DF#2 STUDS (3) DF#2 STUDS (3) DF#2 STUDS 2x8 DF#2 @ 16"OC W4 KING(S) TRIMMER(S) HEADER, SEE: SCHEDULE FOR SIZE PLATES TO MATCH STUD SIZE & GRADE HEADER MEMBERS PER SCHEDULE TYPE A HEADER PLATE TO MATCH STUD SIZE & GRADE HEADER MEMBERS PER SCHEDULE PLYWOOD SPACERS TYPE B HEADER JACK STUD SILL WOOD HEADER SCHEDULE MARK SIZE # KING STUDS # TRIMMER STUDS REMARKS H1 (3) 2x6 H2 (3) 2x8 H3 (3) 2x10 H4 (3) 2x12 H5 (3) 1 3/4 x 5 1/2 LVL H6 H7 H8 H9 (3) 1 3/4 x 7 1/4 LVL (3) 1 3/4 x 9 1/4 LVL (3) 1 3/4 x 11 7/8 LVL (2) 2x6 HEADER KEY H2 - 22 HEADER MARK H10 (3) 1 3/4 x 14 LVL NOTES: 1. HEADERS WITH 2 MEMBERS SHALL BE BUILT PER TYPE A REQUIREMENTS (EXCEPT AT 2x4 WALL). 2. HEADERS WITH 3 MEMBERS SHALL BE BUILT PER TYPE B REQUIREMENTS. SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2013 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE PERMIT 6/14/13 PROGRESS SET 10/27/14 PERMIT SET 02/03/15 2/5/2015 10:04:21 PM C:\Proj\12.0362-Fleeger-RS14_seanm.rvt S-600 Fleeger Residence TYPICAL WOOD FRAMING DETAILS 2950 Booth Creek Drive, Vail, CO SJM SJM PD 12.0362.S.01 12.0362.S.01 09/20/2013 NO SCALE 13 TYP WOOD HOLE & NOTCH RQMTS NO SCALE 18 TYP WOOD SILL PLATE AT FND NO SCALE 17 TYP WOOD TOP PLATE SPLICE NO SCALE 14 TYP WOOD WALL CORNER & INTERSECTION NO SCALE 20 TYP WOOD HORIZONTAL DIAPHRAGM SCHEDULE (TEMPLATE) NO SCALE 10 TYP WOOD STRUCTURAL WALL ELEVATION NO SCALE 12 TYP WOOD STRUCTURAL WALL & HOLDOWN SCHEDULES NO SCALE 16 TYP WOOD WALL HEADER 2/3/2015 07/31/15