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FILE NAME: SCALE: DRAWN BY: CHECKED BY: DATE: REVISED: REVISED: REVISED:TRI-STATE FOREST PRODUCTS 6740 GUION ROAD INDIANAPOLIS, IN 46268 1-800-256-8152 FULL LINE DISTRIBUTER OF ENGINEERED
WOOD PRODUCTS RESIDENTIAL I-JOIST COMMERCIAL I-JOIST IJC BEAMS LVL BEAMS GLU-LAM BEAMS GARAGE HEADERS RIM BOARD + NAIL-LAM COLUMNS USP CONNECTORS SHEET: OF: MEMBERS REPRESENTED ON EWP
LAYOUT HAVE BEEN SIZED AND PLACED ACCORDING TO THE SUPPLIED PLANS AND SPECIFICATIONS USING NORMAL LOADS, MATERIALS AND APPLICATIONS. LOAD PATH DEVELOPMENT FOLLOWS COMMON WALLS ON ARCHITECTURAL
SHEETS FOR LOAD DEVELOPMENT. MEMBERS ARE SELECTED BY USING IB & IP-EWP SPAN TABLES AND OR BY USING KEYMARK SIZING SOFTWARE. CHANGES OR MODIFICATIONS TO THESE PLANS WILL INVALIDATE THIS
LAYOUT AND WARRANTIES. ADDITIONAL REINFORCEMENT MAY BE REQUIRED TO MEET SPECIAL OR LOCAL REQUIREMENTS. REFER TO PROJECT ARCHITECT AND ENGINEER. This drawing is based on the original
construction drawings and specifications and assumes that the structure has been designed in accordance with local building code requirements. This framing layout is intended to serve
as an engineered wood product placement plan only. All dimensions and details should be verified by the project designer and general contractor prior to construction, to ensure no discrepencies
exist with actual site conditions. 1/4" = 1'-0" NAME 1 TRI-STATE FOREST PRODUCTS Face Mount Hangers Top Mount Hangers Wood Beams By Others Steel Beam By Others GluLam Beam (cambered)
Laminated Veneer Lumber (LVL) I-Joist Compatible Beam (IJC) Change in I-Joist Series and/or Spacing I-Joist Symbol Description Line Schedule E-Z Rim 31093JD-IN J.DRIPPS 9/1/10 2CHISHOLM
LUMBER LOT#64 ASBURY PARK J10 J1 J6 J8 J9 J7 J8 J7 J3 J4 J3 J2 J1 J4 J5 J5 J11 B1-2 ply. B3 B3 B2-2 ply. J10 J11 J11 J11 J11 J11 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 JB1 JB1 JB1 Type
Tag Description Width (in.) Depth (in.) Grade Plies Qty Pieces Length (ft.) Total (ft.) IBI-Joist J1 IB400 2 1/2 11 7/8 na 1 11 11 46 506 J2 IB400 2 1/2 11 7/8 na 1 3 3 40 120 J3 IB400
2 1/2 11 7/8 na 1 6 6 38 228 J4 IB400 2 1/2 11 7/8 na 1 5 5 36 180 J5 IB400 2 1/2 11 7/8 na 1 3 3 34 102 J6 IB400 2 1/2 11 7/8 na 1 1 1 18 18 J7 IB400 2 1/2 11 7/8 na 1 5 5 16 80 J8
IB400 2 1/2 11 7/8 na 1 9 9 12 108 J9 IB400 2 1/2 11 7/8 na 1 2 2 8 16 J10 IB400 2 1/2 11 7/8 na 1 9 9 6 54 J11 IB400 2 1/2 11 7/8 na 1 6 6 4 24 JB1 IB400 Blocking 2 1/2 11 7/8 na 1
25 25 2 50 Beams B1 LVL 1 3/4 11 7/8 2.0E 2 1 2 12 24 B2 LVL 1 3/4 11 7/8 2.0E 2 1 2 10 20 B3 LVL 1 3/4 11 7/8 2.0E 1 2 2 8 16 Rim Board R1 Rim Board 1 1/8 11 7/8 na 1 10 10 12 120 Hanger
H1 Face Mount -THF25112 15 H2 THF-17112 1 CHISHOLM LUMBER Materials List -FIRST FLOOR SYSTEM DWG # 31093JD-IN STEEL BEAM BY OTHERS ALLOWABLE HOLE CHART RECTANGULAR AND SQUARE HOLES SHOULD
BE NO LONGER THAN 3/4x DIA. OF THE ALLOWABLE HOLE GIVEN IN THE CHART. MINIMUM DISTANCE FROM INSIDE FACE OF SUPPORT TO THE CENTER OF THE HOLE. SEE CHART BELOW. 2x DIA. OF THE LARGER HOLE
REQUIRED. SEE NOTE 5. IMPORTANT NOTE: IBI-JOIST TOP AND BOTTOM FLANGES (2X3) OR (2X4) MUST NEVER BE CUT, NOTCHED OR OTHERWISE DAMAGED. Minimum Distance From Face of all Joist Supports
to Center of Hole -Simple or Multiple Span Joist Depth Series 2" 3" 4" 5" 6" 7" 8" 9" 10" 11" 12" IB-400 1'-0" 2'-0" 3'-0" 4'-0" 5'-0" IB-600 2'-0" 3'-0" 4'-0" 5'-0" 6'-6" IB-400 0'-6"
0'-6" 1'-6" 2'-6" 3'-6" 4'-6" 6'-0" IB-600 0'-6" 1'-6" 3'-0" 4'-0" 6'-6" 8'-0" 9'-0" IB-800 2'-0" 3'-6" 4'-6" 6'-0" 7'-0" 8'-6" 10'-0" IB-900 2'-0" 3'-6" 4'-6" 6'-0" 7'-0" 8'-6" 10'-0"
IB-400 0'-6" 1'-0" 2'-0" 3'-0" 4'0" 4'-6" 5'-6" 6'-6" 8'-0" IB-600 0'-6" 1'-0" 1'-0" 1'-6" 3'-0" 4'-6" 6'-0" 7'-6" 9'-0" IB-800 0-6" 2'-0" 3'-0" 4'-6" 5'-6" 7'-0" 8'-6" 10'-10" 11'-6"
IB-900 0-6" 2'-0" 3'-0" 4'-6" 5'-6" 7'-0" 8'-6" 10'-10" 11'-6" IB-400 0-6" 0-6" 1'-0" 1'-0" 2'-0" 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 9'-0" IB-600 0-6" 0-6" 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 5'-0"
6'-6" 8'-6" 10'-6" IB-800 0-6" 0-6" 1'-0" 2'-0" 3'-6" 4'-0" 6'-6" 8'-0" 10'-0" 11'-6" 13'-6" IB-900 0-6" 0-6" 1'-0" 2'-0" 3'-6" 4'-0" 6'-6" 8'-0" 10'-0" 11'-6" 13'-6" 1. Round Hole Diameters
see diagram for rectangular holes, 2. Table above may be used for IBI-Joist spacings of 24" on center or less. 3. Distances in this chart are based on uniformly loaded joists that meet
the span requirements of the IB Design Manual 4. 1 1/2" dia. holes may be cut anywhere in the web so long as they are not grouped closer than 2x their diameter. See note 5. 5. A group
of round holes at approximately the same location shall be permitted if they meet the requirements for a single round hole around them. 9 1/2" 11 7/8" 14" 16" JOIST HANGER 1J SEE MANUFACTURERS
LITERATURE FOR MULTIPLE LVL CONNECTIONS. LVL OR GLULAM BEAM 1B APPROVED RIM BOARD VERTICAL LOAD TRANSFER = 2750 PLF MAXIMUM FOR ONE 8D NAIL AT TOP AND BOTTOM FLANGE ATTACH RIM BOARD
TO TOP PLATE USING 8D BOX TOENAILS @6" O.C. TO AVOID SPLITTING FLANGE, START NAILS AT LEAST 1-1/2" FROM END OF I-JOIST. NAILS MAY BE DRIVEN AT AN ANGLE TO ONE 8D FACE AVOID SPLITTING
OF BEARING PLATE. NAIL AT EACH SIDE AT BEARING 1" THICKNESS & 4000 PLF MAXIMUM FOR 1-1/8" THICKNESS. 1G I-JOIST BLOCKING REQUIRED OVER ALL INTERIOR SUPPORTS. 8D NAILS AT 6" O.C. I-JOIST
BLOCKING PANEL VERTICAL LOAD TRANSFER = 2000 PLF MAXIMUM RIM BOARD BLOCKING VERTICAL LOAD TRANSFER = 2750 PLF MAXIMUM I-JOIST ATTACHMENT PER DETAIL 1B LOAD BEARING WALL ABOVE SHALL ALIGN
VERTICALLY WITH THE WALL BELOW. OTHER CONDITIONS SUCH AS OFFSET WALLS ARE NOT COVERED BY THIS DETAIL. FOR 1" THICKNESS AND 4000 PLF MAXIMUM FOR 1-1/8" THICKNESS 9AAPPROVED RIM BOARD,
OR WOOD STRUCTURAL PANEL NOTE: PROTECT IBI JOISTS FROM WEATHER. 3-1/2" MIN. BEARING REQUIRED CANTILEVER EXTENSION SUPPORTING UNIFORM FLOOR LOADS ONLY ATTACH IBI-JOISTS TO PLATE AT ALL
SUPPORTS PER DETAIL 1b IBI-JOIST, OR APPROVED RIM BOARD L/4 OR 4" MAXIMUM WHERE L IS JOIST SPAN CAUTION: CANTILEVERS FORMED THIS WAY MUST BE CAREFULL, DETAILED TO PREVENT MOISTURE INTRUSION
INTO THE STRUCTURE AND POTENTIAL DECAY OF UN-TREATED I-JOIST EXTENSIONS. 19.2" o.c. START
FILE NAME: SCALE: DRAWN BY: CHECKED BY: DATE: REVISED: REVISED: REVISED:TRI-STATE FOREST PRODUCTS 6740 GUION ROAD INDIANAPOLIS, IN 46268 1-800-256-8152 FULL LINE DISTRIBUTER OF ENGINEERED
WOOD PRODUCTS RESIDENTIAL I-JOIST COMMERCIAL I-JOIST IJC BEAMS LVL BEAMS GLU-LAM BEAMS GARAGE HEADERS RIM BOARD + NAIL-LAM COLUMNS USP CONNECTORS SHEET: OF: MEMBERS REPRESENTED ON EWP
LAYOUT HAVE BEEN SIZED AND PLACED ACCORDING TO THE SUPPLIED PLANS AND SPECIFICATIONS USING NORMAL LOADS, MATERIALS AND APPLICATIONS. LOAD PATH DEVELOPMENT FOLLOWS COMMON WALLS ON ARCHITECTURAL
SHEETS FOR LOAD DEVELOPMENT. MEMBERS ARE SELECTED BY USING IB & IP-EWP SPAN TABLES AND OR BY USING KEYMARK SIZING SOFTWARE. CHANGES OR MODIFICATIONS TO THESE PLANS WILL INVALIDATE THIS
LAYOUT AND WARRANTIES. ADDITIONAL REINFORCEMENT MAY BE REQUIRED TO MEET SPECIAL OR LOCAL REQUIREMENTS. REFER TO PROJECT ARCHITECT AND ENGINEER. This drawing is based on the original
construction drawings and specifications and assumes that the structure has been designed in accordance with local building code requirements. This framing layout is intended to serve
as an engineered wood product placement plan only. All dimensions and details should be verified by the project designer and general contractor prior to construction, to ensure no discrepencies
exist with actual site conditions. 1/4" = 1'-0" NAME 2 TRI-STATE FOREST PRODUCTS Face Mount Hangers Top Mount Hangers Wood Beams By Others Steel Beam By Others GluLam Beam (cambered)
Laminated Veneer Lumber (LVL) I-Joist Compatible Beam (IJC) Change in I-Joist Series and/or Spacing I-Joist Symbol Description Line Schedule E-Z Rim J.DRIPPS 2 J1 J2 DJ1-2 ply. J2J1
J3 J3 J3 J3 J3 R1 B1-2 ply. Type Tag Description Width (in.) Depth (in.) Grade Plies Qty Pieces Length (ft.) Total (ft.) IBI-Joist J1 IB400 2 1/2 11 7/8 na 1 10 10 18 180 J2 IB400 2
1/2 11 7/8 na 1 2 2 16 32 J3 IB400 2 1/2 11 7/8 na 1 8 8 4 32 DJ1 IB400 2 1/2 11 7/8 na 2 1 2 18 36 Beams B1 LVL 1 3/4 11 7/8 2.0E 2 1 2 22 44 Rim Board R1 Rim Board 1 1/8 11 7/8 na
1 2 2 12 24 Hanger H1 Face Mount -THF25112 19 H2 Face Mount -THF25112-2 1 CHISHOLM LUMBER Materials List -SECOND FLOOR SYSTEM DWG # 31093JD-IN GIRDER TRUSS BY OTHERS 19.2" o.c. START
ATTIC TRUSSES BY OTHERS ALLOWABLE HOLE CHART RECTANGULAR AND SQUARE HOLES SHOULD BE NO LONGER THAN 3/4x DIA. OF THE ALLOWABLE HOLE GIVEN IN THE CHART. MINIMUM DISTANCE FROM INSIDE FACE
OF SUPPORT TO THE CENTER OF THE HOLE. SEE CHART BELOW. 2x DIA. OF THE LARGER HOLE REQUIRED. SEE NOTE 5. IMPORTANT NOTE: IBI-JOIST TOP AND BOTTOM FLANGES (2X3) OR (2X4) MUST NEVER BE
CUT, NOTCHED OR OTHERWISE DAMAGED. Minimum Distance From Face of all Joist Supports to Center of Hole -Simple or Multiple Span Joist Depth Series 2" 3" 4" 5" 6" 7" 8" 9" 10" 11" 12"
IB-400 1'-0" 2'-0" 3'-0" 4'-0" 5'-0" IB-600 2'-0" 3'-0" 4'-0" 5'-0" 6'-6" IB-400 0'-6" 0'-6" 1'-6" 2'-6" 3'-6" 4'-6" 6'-0" IB-600 0'-6" 1'-6" 3'-0" 4'-0" 6'-6" 8'-0" 9'-0" IB-800 2'-0"
3'-6" 4'-6" 6'-0" 7'-0" 8'-6" 10'-0" IB-900 2'-0" 3'-6" 4'-6" 6'-0" 7'-0" 8'-6" 10'-0" IB-400 0'-6" 1'-0" 2'-0" 3'-0" 4'0" 4'-6" 5'-6" 6'-6" 8'-0" IB-600 0'-6" 1'-0" 1'-0" 1'-6" 3'-0"
4'-6" 6'-0" 7'-6" 9'-0" IB-800 0-6" 2'-0" 3'-0" 4'-6" 5'-6" 7'-0" 8'-6" 10'-10" 11'-6" IB-900 0-6" 2'-0" 3'-0" 4'-6" 5'-6" 7'-0" 8'-6" 10'-10" 11'-6" IB-400 0-6" 0-6" 1'-0" 1'-0" 2'-0"
3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 9'-0" IB-600 0-6" 0-6" 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 5'-0" 6'-6" 8'-6" 10'-6" IB-800 0-6" 0-6" 1'-0" 2'-0" 3'-6" 4'-0" 6'-6" 8'-0" 10'-0" 11'-6" 13'-6"
IB-900 0-6" 0-6" 1'-0" 2'-0" 3'-6" 4'-0" 6'-6" 8'-0" 10'-0" 11'-6" 13'-6" 1. Round Hole Diameters see diagram for rectangular holes, 2. Table above may be used for IBI-Joist spacings
of 24" on center or less. 3. Distances in this chart are based on uniformly loaded joists that meet the span requirements of the IB Design Manual 4. 1 1/2" dia. holes may be cut anywhere
in the web so long as they are not grouped closer than 2x their diameter. See note 5. 5. A group of round holes at approximately the same location shall be permitted if they meet the
requirements for a single round round hole around them. 9 1/2" 11 7/8" 14" 16" JOIST HANGER 1J SEE MANUFACTURERS LITERATURE FOR MULTIPLE LVL CONNECTIONS. LVL OR GLULAM BEAM 1B APPROVED
RIM BOARD VERTICAL LOAD TRANSFER = 2750 PLF MAXIMUM FOR ONE 8D NAIL AT TOP AND BOTTOM FLANGE ATTACH RIM BOARD TO TOP PLATE USING 8D BOX TOENAILS @6" O.C. TO AVOID SPLITTING FLANGE, START
NAILS AT LEAST 1-1/2" FROM END OF I-JOIST. NAILS MAY BE DRIVEN AT AN ANGLE TO ONE 8D FACE AVOID SPLITTING OF BEARING PLATE. NAIL AT EACH SIDE AT BEARING 1" THICKNESS & 4000 PLF MAXIMUM
FOR 1-1/8" THICKNESS. 31093JD-IN 9/1/10 CHISHOLM LUMBER LOT#64 ASBURY PARK