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Page 1 of 1
7D 16520JPO
SECOND FLOOR DECK
VALLEY HOME IMPROVEMENT
MARK'S ADDITION
------- Joist Materials -------
Type Qty. Product Length
------ ---- ------- ------
J1 50 IB 600 9 1/2" 16' 0"
J2 7 v v 12' 0"
G1 2 2.0 RigidLam LVL 1-3/4 x 9-1/2 38' 0"
G2 4 v v 16' 0"
G3 2 v v 12' 0"
RXX 4 9 1/2" RIM BOARD 16' 0"
LVL RIM 2 2.0 RigidLam LVL 1-3/4 x 9-1/2 20' 0"
LVL RIM 2 2.0 RigidLam LVL 1-3/4 x 9-1/2 18' 0"
---- Connector List --
ID# Qty Model
-----------------------
H1 2 HU410
H2 2 HU410
H3 53 ITS2.56/9.5
--------------------------
KeyBeam® 4.506akmBeamEngine 4.508e1
Materials Database 1257
7D 16520JPO
Mark's Addition
2nd Floor Joist J1
2-11-11
3:04pm
1 of 1
All product names are trademarks of their respective owners Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Your Company Name Here Company Address Here Company Address Here Company Phone Number Here
Member Data
Description: A8 Member Type: Joist Application: FloorComments:Top Lateral Bracing: ContinuousBottom Lateral Bracing: ContinuousStandard Load:Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 20 PSF Deflection Criteria: L/480 live, L/240 total
Live Load: 30 PSF Deck Connection: Glued & Nailed
Filename: A8_08.kyb
1 2 14 9 0
14 9 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift1 0' 0.000" Wall 5.500" 1.750" 469# --
2 14' 0.875" Girder 3.500" N/A 469# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Dead Live1188#(141plf)281#(211plf)2 188#(141plf)281#(211plf)
Design spans14' 0.875"
Product: IB 400 9 1/2" 16.0" O.C. Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location LoadingPositive Moment 1650.'# 2800.'# 58% 7.04' Total load D+LShear 469.# 1185.# 39% 0' Total load D+LEnd Reaction 469.# 1160.# 40% 0' Total load D+L
TL Deflection 0.2712" 0.7036"L/622 7.04' Total load D+LLL Deflection 0.1627" 0.3518"L/999+ 7.04' Total load L
Control: Pos. Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160%Web stiffener and minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
KeyBeam® 4.506akmBeamEngine 4.508e1
Materials Database 1257
7D 16520JPO
Mark's Addition
2nd Floor Beam G1
2-11-11
3:05pm
1 of 2
All product names are trademarks of their respective owners Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Your Company Name Here Company Address Here Company Address Here Company Phone Number Here
Member Data
Description: G4 Member Type: Girder Application: FloorComments:Top Lateral Bracing: ContinuousBottom Lateral Bracing: ContinuousStandard Load:Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 0 PLF Deck Connection: Nailed Member Weight: 8.3 PLF
Filename: G4_08.kyb
Other Loads
Type(Description)Begin End Trib.Width DeadStart End OtherStart End Category
Replacement Uniform (PLF) 0' 0.00" 10' 11.50" 146 218 Live
Replacement Uniform (PLF) 0' 0.00" 10' 11.50" 146 219 Live
Replacement Uniform (PLF) 10' 11.50" 13' 11.50" 145 218 Live
Replacement Uniform (PLF) 13' 11.50" 16' 11.50" 145 218 Live
Replacement Uniform (PLF) 16' 11.50" 19' 9.50" 146 218 LiveReplacement Uniform (PLF) 19' 9.50" 21' 5.50" 146 218 LiveReplacement Uniform (PLF) 21' 5.50" 36' 11.50" 146 218 LiveReplacement Uniform (PLF) 21' 5.50" 36' 11.50" 146 219 LivePoint (LBS) 10' 11.50" 608 674 LivePoint (LBS) 21' 5.50" 608 675 Live
1 2 3 4 5 10 11 8 7 10 0 11 4 8 6 9 8
36 11 8
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall 5.500" 1.500" 3394# -- 2 10' 6.875" Wall 3.500" 2.523" 7903# -- 3 18' 4.875" Wall 3.500" 2.405" 6312# --
4 29' 9.375" Wall 3.500" 3.159" 8291# -- 5 36' 2.250" Wall 5.500" 1.500" 1746# -160#
Maximum Load Case ReactionsUsed for applying point loads (or line loads) to carrying members Dead Live
1 1357#2037#
2 3039#4865#3 2334#3978#4 3354#4938#5 454#1292#
Design spans
10' 6.875"7' 10.000"11' 4.500"6' 4.875"
Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 2 ply Component Member Design has Passed Design Checks.**
NOTE: Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location LoadingPositive Moment 7801.'# 13100.'# 59% 4.76' Odd Spans D+L
Negative Moment 8082.'# 13100.'# 61% 29.78' Adjacent 3 D+LShear 4084.# 6318.# 64% 29.21' Adjacent 3 D+LMax. Reaction 8291.# 10172.# 81% 29.78' Adjacent 3 D+L
TL Deflection 0.2863" 0.5286"L/443 4.76' Odd Spans D+LLL Deflection 0.1756" 0.3524"L/722 4.76' Odd Spans L
KeyBeam® 4.506akmBeamEngine 4.508e1
Materials Database 1257
7D 16520JPO
Mark's Addition
2nd Floor Beam G1
2-11-11
3:05pm
2 of 2
All product names are trademarks of their respective owners Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Your Company Name Here Company Address Here Company Address Here Company Phone Number Here
Control: Max. Reaction DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table
KeyBeam® 4.506akmBeamEngine 4.508e1
Materials Database 1257
7D 16520JPO
Mark's Addition
2nd Floor Beam G2
2-11-11
3:05pm
1 of 1
All product names are trademarks of their respective owners Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Your Company Name Here Company Address Here Company Address Here Company Phone Number Here
Member Data
Description: G3 Member Type: Girder Application: FloorComments:Top Lateral Bracing: ContinuousBottom Lateral Bracing: ContinuousStandard Load:Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 0 PLF Deck Connection: Nailed Member Weight: 8.3 PLF
Filename: G3_08.kyb
Other Loads
Type(Description)Begin End Trib.Width DeadStart End OtherStart End Category
Replacement Uniform (PLF) 0' 0.00" 3' 6.75" 4 7 Live
Replacement Uniform (PLF) 0' 0.00" 14' 9.00" 13 20 Live
Replacement Uniform (PLF) 3' 6.75" 14' 9.00" 13 20 Live
Point (LBS) 3' 6.75" 661 881 Live
1 2 14 9 0
14 9 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift1 0' 0.000" Girder N/A N/A 1647# --
2 14' 0.875" Wall 5.500" 1.500" 877# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Dead Live1728#919#2 396#481#
Design spans14' 0.875"
Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 2 ply
Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location LoadingPositive Moment 5104.'# 13100.'# 38% 3.27' Total load D+L
Shear 1605.# 6318.# 25% 0.01' Total load D+LMax. Reaction 877.# 14438.# 6% 14.07' Total load D+LTL Deflection 0.3292" 0.7036"L/512 6.33' Total load D+L
LL Deflection 0.1830" 0.4691"L/922 6.33' Total load L
Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternativesMinimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
KeyBeam® 4.506akmBeamEngine 4.508e1
Materials Database 1257
7D 16520JPO
Mark's Addition
2nd Floor Beam G3
2-11-11
3:06pm
1 of 1
All product names are trademarks of their respective owners Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Your Company Name Here Company Address Here Company Address Here Company Phone Number Here
Member Data
Description: G1 Member Type: Girder Application: FloorComments:Top Lateral Bracing: ContinuousBottom Lateral Bracing: ContinuousStandard Load:Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 0 PLF Deck Connection: Nailed Member Weight: 8.3 PLF
Filename: G1_08.kyb
Other Loads
Type(Description)Begin End Trib.Width DeadStart End OtherStart End Category
Replacement Uniform (PLF) 0' 0.00" 10' 9.50" 112 168 Live
1 2 10 9 8
10 9 8
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Girder N/A N/A 1470# -- 2 10' 2.500" Girder N/A N/A 1470# --
Maximum Load Case ReactionsUsed for applying point loads (or line loads) to carrying members Dead Live
1 613#857#2 613#857#
Design spans10' 2.500"
Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 2 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 3751.'# 13100.'# 28% 5.1' Total load D+LShear 1242.# 6318.# 19% 9.7' Total load D+LTL Deflection 0.1407" 0.5104"L/870 5.1' Total load D+L
LL Deflection 0.0820" 0.3403"L/999+ 5.1' Total load L
Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternativesMinimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
KeyBeam® 4.506akmBeamEngine 4.508e1
Materials Database 1257
7D 16520JPO
Mark's Addition
LVL Rim / Header
2-11-11
3:55pm
1 of 1
All product names are trademarks of their respective owners Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Member Data
Description:Member Type: Beam Application: FloorTop Lateral Bracing: ContinuousBottom Lateral Bracing: NoneStandard Load:Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 4.2 PLF
Filename: KYB1
Other Loads
Type(Description)Begin End Trib.Width DeadStart End OtherStart End Category
Replacement Uniform (PSF) 0' 0.00" 3' 6.00" 8' 0.00" 20 30 Live
Additional Uniform (PLF) 0' 0.00" 3' 6.00" 80 0 Live
Additional Uniform (PSF) 0' 0.00" 3' 6.00" 15' 0.00" 20 50 Snow
1 2 3 6 0
3 6 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall N/A 1.798" 2359# --
2 3' 7.750" Wall N/A 1.798" 2359# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Dead Live Snow1992#438#1367#2 992#438#1367#
Design spans3' 7.750"
Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 1 ply Component Member Design has Passed Design Checks.** Minimum 1.80" bearing required at bearing # 1
Minimum 1.80" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location LoadingPositive Moment 2150.'# 7532.'# 28% 1.82' Total load D+S
Shear 1335.# 3633.# 36% 0.01' Total load D+STL Deflection 0.0206" 0.1823"L/999+ 1.82' Total load D+SLL Deflection 0.0119" 0.1215"L/999+ 1.82' Total load S
Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160%