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HomeMy WebLinkAboutB15-0469_S1.3_1452118080.pdfTYPICAL DETAIL SHEET NOTES 1. It is the contractor's responsibility to understand the typical details on this sheet and apply them as needed on the project. 2. Typical details on this sheet are generally not referenced from any other drawing on the project. 3. Typical details on this sheet MAY be referenced on plans or details to clarify or identify a particular condition. The presence of such a reference does not alter the obligation of the contractor to apply the detail(s) as needed even if they are not referenced. 4" 4" 8" 1 1/2" 1 1/2" 4" 8" 1 1/2" 1 1/2" 4" 8" 1 1/2" 1 1/2" 4TH PART TYP (3) PART COL STAGGERED 16d COMMON WIRE NAILS @4"OC, ALT SIDES (3) PART COL STAGGERED 16d COMMON WIRE NAILS @4"OC, ALT SIDES (4, OR 5) PART COL 4TH PART - STAGGERED 16d COMMON WIRE NAILS @4"OC 4TH PART TYP (3) PART COL (2) PART COL TYPICAL STUDS, RE: PLAN FOR SPACING ATTACH SHEATHING W/ FIELD NAILING OR SCREWS (3), (4), OR (5) PART STUD PACK PLYWOOD, OSB OR GYPSUM WALL SHEATHING NAILS OR SCREWS AT 8"OC MAX AT BOUNDARY AND MIDDLE LAMINATIONS AT (5) PLY STUD PACK NAILS OR SCREWS @8"OC MAX AT BOUNDARY LAMINATIONS OF STUD PACK TYPICAL WALL SHEATHING TO STUD PACK ATTACHMENT NAIL W/ (8) 16d ON EACH SIDE OF EACH BREAK IN TOP PLATE, STAGGER TO AVOID SPLITTING CENTER LOWER SPLICE OVER STUD TOP VIEW ELEVATION NOTES: 1. NAILING APPLIES AT SPLICE OF BOTH UPPER AND LOWER TOP PLATES. 2. ALLOWABLE TENSION ACROSS SPLICE IS 3610 LB FOR DFL. 3. ALLOWABLE TENSION ACROSS SPLICE IS 3124 LB FOR HF/SPF. 4. TYPICAL NAILING AWAY FROM SPLICE IS 16d@16"OC. 5. 4'-0" MINIMUM SPACING BETWEEN SPLICES. 6. CODE REFERENCE: IBC 2015, TABLE 2304.10.1 & 2308.5.3.2 SPAN DIMENSIONED LUMBER DOUGLAS-FIR LSL ALTERNATES LVL ALTERNATES GLULAM ALTERNATES 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" (3) 2x6 (3) 2x6 (3) 2x8 (3) 2x10 (3) 2x12 N/A N/A N/A (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (3) 1 3/4"x5 1/2" (2) 1 3/4"x7 1/4" (2) 1 3/4"x9 1/2" (2) 1 3/4"x9 1/2" (3) 1 3/4"x9 1/2" (2) 1 3/4"x11 7/8" (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (2) 1 3/4"x7 1/4" (3) 1 3/4"x7 1/4" (2) 1 3/4"x9 1/2" (3) 1 3/4"x9 1/2" (3) 1 3/4"x9 1/2" 3 1/2"x6" 3 1/2"x6" 3 1/2"x6" 3 1/2"x7 1/2" 3 1/2"x7 1/2" 3 1/2"x9" 3 1/2"x9 1/2" 3 1/2"x 10 1/2" SPAN DIMENSIONED LUMBER DOUGLAS-FIR LSL ALTERNATES LVL ALTERNATES GLULAM ALTERNATES 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" (2) 2x4 (3) 2x4 (2) 2x6 (3) 2x6 (2) 2x8 (3) 2x8 (3) 2x10 (3) 2x10 (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (3) 1 3/4"x5 1/2" (2) 1 3/4"x7 1/4" (3) 1 3/4"x7 1/4" (2) 1 3/4"x9 1/2" (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (3) 1 3/4"x5 1/2" (2) 1 3/4"x7 1/4" (2) 1 3/4"x7 1/4" (3) 1 3/4"x7 1/4" 3 1/2"x6" 3 1/2"x6" 3 1/2"x6" 3 1/2"x6" 3 1/2"x6" 3 1/2"x7 1/2" 3 1/2"x7 1/2" 3 1/2"x7 1/2" 2x10d 2x10d 2x10d 2x10d 2x10d 2x10d 2x10d 2x10d 4x10d 4x10d 4x10d 6x10d 6x10d 6x10d 8x10d 8x10d HEADER CONNECTION HEADER CONNECTION 1 1 1 1 1 1 1 1 NO OF BEARING STUDS EACH END 1 NO OF BEARING STUDS EACH END 1 1 2 2 2 2 3 HEADERS IN LOAD BEARING WALLS RECOMMENDED HEADERS IN INTERIOR NON-LOAD BEARING WALLS ELEVATION (BEARING STUDS) EACH SIDE, RE: SCHEDULE HEADER HEADER CONNECTION, RE: SCHEDULE NOTES: 1. THIS SCHEDULE APPLIES TO HEADERS WHICH ARE NOT EXPLICITLY CALLED OUT ON PLAN WITH SPANS OF 10'-0" OR LESS 2. HEADERS IN LOAD BEARING WALLS DESIGNED FOR 1000 PLF DEAD + LIVE LOAD. 3. HEADERS IN NON-LOAD BEARING WALLS DESIGNED FOR 400 PLF DEAD + LIVE LOAD. 4. DIMENSIONED LUMBER HEADERS TO BE DOUGLAS-FIR No2. 5. LVL = LAMINATED VENEER LUMBER: Fb = 2600 PSI, E = 2000 KSI 6. LSL = LAMINATED STRAND LUMBER: Fb = 2250 PSI, E = 1500 KSI 7. GLULAM GRADE IS 24F-V4 DF 8. LIVE LOAD DEFLECTION CRITERIA IS L/360 9. HEADERS SUPPORTING POINT LOADS FROM BEAMS OR COLUMNS SHOULD NOT BE SIZED FROM THIS TABLE. NOTIFY STRUCTURAL ENGINEER. 10. RE: ARCH FOR LOCATIONS OF NON-LOAD BEARING WALLS. HEIGHT = 12'-0" (MAX) SPAN KING (WIND) STUDS EACH SIDE. MINIMUM NUMBER OF KING STUDS EACH SIDE IS EQUAL TO HALF THE NUMBER OF STUDS INTERRUPTED BY HEADER PLUS ONE, (2) MIN 10 2" TYP (2) ROWS OF 16d@12"OC OR (3) ROWS OF 10d@12"OC, TYP (2) 1 3/4" LVL OR (2) 1 1/2" 2x w = 545 PLF (3) 1 3/4" LVL OR (3) 1 1/2" 2x w = 405 PLF (2) ROWS 1/2"F BOLTS @16"OC (2) ROWS 1/4"Fx6" WOOD SCREWS @16"OC, EACH SIDE (4) 1 3/4" LVL OR (4) 1 1/2" 2x w = 505 PLF (4) 1 3/4" LVL OR (4) 1 1/2" 2x w = 680 PLF 2" TYP 2" TYP 2" TYP NOTES: 1. ALL MULTIPLE WOOD MEMBERS MUST BE FASTENED TOGETHER TO ACT AS A SINGLE UNIT. 2. LAMINATIONS SHALL BE CONTINUOUSLY GLUED WITH EXTERIOR GLUE. 3. LAMINATIONS SHALL BE DRY (LESS THAN 16% MOISTURE CONTENT) WHEN GLUED. DO NOT SPLICE LAMINATIONS 4. WHERE FASTENERS TO BE INSTALLED ON BOTH SIDES, STAGGER BY 1/2 THE REQUIRED CONNECTOR SPACING. 5. PSL MATERIAL OF EQUAL CROSS-SECTIONAL DIMENSIONS MAY BE SUBSTITUTED FOR BUILT- UP LVL BEAMS. 6. 7" WIDE BEAMS SHOULD BE SIDE-LOADED ONLY WHEN LOADS ARE APPLIED TO BOTH SIDES OF THE MEMBERS (TO MINIMIZE ROTATION). 7. w = MAXIMUM UNIFORM LOAD APPLIED TO EITHER OUTSIDE MEMBER. (2) ROWS OF 16d@12"OC OR (3) ROWS OF 10d@12"OC, EACH SIDE, TYP D 3xD MIN EQ EQ 2" MIN D/3 MAX D 3xD MIN D/10 MAX D/5 MAX NEATLY BORED HOLE D/3 MAX D 6" MAX (12) 16d D/2 MAX D (6) 16d 16" MAX 1 1/2" x 16GA STRAP EACH PLATE EACH SIDE OF NOTCH 1 1/4" x 12GA STRAP EACH PLATE A. SECTION - HOLES IN WOOD STUDS B. PLAN - NOTCHES IN WOOD PLATES NOT IN SHEAR WALLS C. PLAN - NOTCHES IN WOOD PLATES AT SHEAR WALLS D. SECTION -NOTCHES AND HOLES IN WOOD JOISTS AND RAFTERS (NOTCHES NOT PERMITTED IN STUDS) (APPLIES TO DIMENSIONAL LUMBER ONLY. FOR MANUFACTURED LUMBER OR WOOD I-JOIST RE: MANUFACTURER OR CONTACT ENGINEER) H6 H5 H4 H3 H2 H1 SIMPSON HANGER FOR TJI OR OTHER JOIST SUPPORTING MEMBER TOP FLANGE SUPPORTED MEMBER SUPPORTING MEMBER SUPPORTED MEMBER BEARING CAPACITY UPLIFT CAPACITY REMARKS FASTENERS MEMBERS ALLOWABLE LOADS JOIST & BEAM HANGER SCHEDULE MARK MGU5.50-SDS (24) SDS 0.25x2.5 -- (16) SDS 0.25x2.5 VARIES (3) 14" LVL 9450 7260 -- NOTES: 1. SUBSTITUTION OF HANGER MANUFACTURER AND/OR HANGER TYPE ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. ITS3.56/14 (2) 10d (4) 10d (2) 10dx1.5 VARIES (2) 14" LVL 1550 105 -- HU2.1/9 (14) 16d -- (6) 10dx1.5 VARIES VARIES 1770 915 WEB STIFFENER REQ'D LUS410 (8) 10d -- (6) 10d (3) 14" LVL (2) 11 7/8" LVL 1470 1485 -- IUS1.81/11.88 (8) 10d -- (2) 10dx1.5 (2) 11 7/8" LVL 11 7/8" LVL 1185 365 -- HGUS410 (46) 10d -- (16) 10d PACKED OUT WF (2) 12" LVL 7755 3490 -- 1. 1"x6" sheathing to each bearing or joist; face nail 2. 1"x8" and wider sheathing to each bearing; face nail 3. 2" subfloor to joist, girder, or blocking; blind and face nail 4. Bottom plate to joist or blocking; face nail 5. Top or bottom plate to stud; end nail 6. Stud to top or bottom plate 7. Stud to stud; face nail 8. Top plate to top plate; face nail 9. Top plate to top plate at end joints; each side of end joint, face nail (min 24" lap splice length each side of end joint) 11. Built-up header (2" to 2"); face nail 12. Ceiling joists to plate; toenail 13. Continuous header to stud; toenail 14. Ceiling joists not attached to parallel rafter, laps over partitions; face nail 15. Ceiling joists attached to parallel rafter 16. Joist at all bearings; toenail 19. 1" brace to each stud and plate; face nail 20. Built-up corner studs 21. Built-up girder and beams 22. 2" planks; face nail 23. Bridging to joist 24. Plywood Sheathing (2) 8d (3) 8d (2) 16d 16d@16" (2) 16d (4) 8d toenail or (2) 16d end nail 16d@24" 16d@16" (8) 16d 16d@16"OC each face (3) 8d (4) 8d (3) 16d RE: IBC Table 2308.7.3.1 (3) 8d (2) 8d 16d@24" OC 20d@32"OC at top and bottom and staggered (2) 20d at ends and at each splice (2) 16d at each bearing (2) 8d At shear walls - Re: typical details. Other walls - Re: general notes. Blocking between joists and rafters - To joists or rafters - Toenails each side, each end THIS DETAIL CONFORMS TO ALL IBC 2015 (AND OLDER) REQUIREMENTS TYPICAL MINIMUM NAILING REQUIREMENTS CONNECTION COMMON NAILS ALTERNATE OPTION -- -- -- (3) 3"x0.131"F (4) 3"x0.131"F toenail or (3) 3"x0.131"F end nail 3"x0.131"F @12"oc 3"x0.131"F @16"oc 3"x0.131"F @12"oc -- -- (3) 3"x0.131"F (4) 3"x0.131"F (3) 3"x0.131"F 17. Rafter or roof truss to top plate; toenail (3) 10d (4) 3"x0.131"F 18. Roof rafters to ridge valley or hip rafters, or roof rafter to 2" ridge beam (2) 16d end nail or (3) 10d toenail (3) 3"x0.131"F end nail or (4) 3"x0.131"F toenail (2) 3"x0.131"F 3"x0.131"F @12"oc 3"x0.131"F@24"OC at top and bottom and staggered (3) 3"x0.131"F at ends and at each splice Manufactured Lumber: As required by manufacturer but not less than nailing for Dimensional Lumber -- (2) 3"x0.131"F Blocking between studs, each end (2) 16d end nail or (2) 10d toenail (3) 3"x0.131"F end nail or (2) 3"x0.131"F toenail 10. Top plate laps at corners and intersections; face nail (2) 16d (12) 3"x0.131"F (3) 3"x0.131"F Dimensional Lumber: Golden ● Loveland ● Roaring Fork ● Buffalo, WY KL A, Inc. & Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 0 DATE: DRAWN BY:CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © 2015 KL&A, INC 4' 8' 2' THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBILITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. As indicated NLD B0361 TYPICAL DETAILS S-1.3 BILLINGSLEY REMODEL CONSTRUCTION DOCUMENTS DECEMBER 02, 2015 1170 PTARMAGIN RD., VAIL COLORADO DPD NTS 6 TYPICAL STUD PACK NAILING NTS 3 TYPICAL TOP PLATE SPLICE NTS 4 TYPICAL WOOD HEADER SCHEDULE NTS 5 BUILT-UP WOOD BEAM DETAIL NTS 7 TYPICAL REQUIREMENTS FOR HOLES AND NOTCHES IN WOOD MEMBERS NTS 1 HANGER SCHEDULE NTS 2 TYPICAL MINIMUM NAILING REQUIREMENTS ISSUE DATE ISSUED 12/04/2015 01/06/16