HomeMy WebLinkAboutTrussesIndianapolis Design Center352 South County Road 300 EDanville, IN 46122317-745-9984These placement plans have been prepared with the specifications of TrussJoist products based on project information provided. This service is solely intendedfor product application assurance; and, is not intended to circumvent the needfor a design professional as determined by the building codes. The designerof record and/or builder/framer is responsible to assure these drawings arecompatible with the overall project. These documents are not intended to replacethe building plan (which should be used to determine bearing placement).Please insure measurements of the foundation match those provided at the timeof design. Builder is responsible to place load bearing members in load path.Architectural Drawings Prepared By: Structural Drawings Prepared By: 84 Lumber FranklinKevin BeherSigma BuildersCaress Res.Rev.aBy DateDW 2/9/21Comments Added beams supporting girders, cased opening beam, bsmt window beam Drawn By: DW Checked By: Date:CM 02/09/20212100142a
Sheet
1 of 2
Main Floor System
Not to Scale
Confirm this layout with the builder and designer of record. Make
sure all discrepencies are corrected before ordering floor system.
All Dimensions are Approximate and Must Be Field Verified.
LEVEL NOTES
Current Date: 2/9/2021
File Name: caress_2100142a.jvl
Level Name: First FLoor System
Building Code - Design Methodology: IBC 2006
Members with Design Overridden:
TJ-Pro Rating (Weighted Average): 47
Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 40, joist = FJ109(i14438)
Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 67, joist = FJ107(i14335)
FLOOR
Floor Container: FC4
Use/Occupancy: ResidentialLivingAreas
Floor Area Loading is: 40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load
Operator Added Additional Loads
Maximum Allowed Deflection: L/480 Live Load & L/240 Total Load
TJ-Pro Rating Information:
Weighted Average: 47
Directly Applied Ceiling: None
Decking Attachment: Glue and Nail
Decking Material: 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF
Perpendicular Partition: No
Strapping at max 8' o.c.: None
Blocking at max 8' o.c.: No
Poured Flooring: No
Framing Connector Summary
PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff
H1 1 Simpson HB4.75/14 Designed 16- 16d 6- 16d 10- 16d - - No No Yes
H2 1 Simpson ITS1.81/14 Designed 2- 10dx1.5 4- 10dx1.5 2- 10dx1.5 - - No No No
H3 46 Simpson ITS2.06/14 Designed 2- 10dx1.5 4- 10dx1.5 2- Strong-Grip - - No No No
H4 24 Simpson IUS2.06/14 Designed 12- 10dx1.5 - 2- Strong-Grip - - No No No
H5 1 Simpson MIT4.28/14 Designed 4- 10dx1.5 4- 10dx1.5 2- 10dx1.5 - - No No No
H6 1 Simpson HB3.56/14 Designed 16- 16d 6- 16d 10- 16d - - No No No
H9 2 Simpson HUCQ1.81/11-SDS Designed 10- SDS25134 - 4- SDS25134 - - No No No
Products
PlotID Length Product Plies Net Qty
FJ101 44' 0" 14" TJI 210 joist 1 4
FJ102 42' 0" 14" TJI 210 joist 1 5
FJ103 20' 0" 14" TJI 210 joist 1 22
FJ104 18' 0" 14" TJI 210 joist 1 17
FJ105 14' 0" 14" TJI 210 joist 1 8
FJ106 12' 0" 14" TJI 210 joist 1 2
FJ107 8' 0" 14" TJI 210 joist 1 9
FJ108 4' 0" 14" TJI 210 joist 2 2
FJ110 22' 0" 14" TJI 360 joist 2 2
FJ109 22' 0" 14" TJI 360 joist 1 16
FJ111 20' 0" 14" TJI 360 joist 2 2
BM101 20' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2
BM102 18' 0" 1 3/4" x 14" 2.0E Microllam LVL 1 1
BM103 14' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 4
BM104 12' 0" 1 3/4" x 14" 2.0E Microllam LVL 3 3
BM105 10' 0" 1 3/4" x 14" 2.0E Microllam LVL 1 1
BM106 12' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2
Pt101 12' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 1
Ca101 16' 0" 1 1/8" x 14" TJ Rim Board 1 14
Accessories
PlotID Length Product Plies Net Qty
11 1/4" 7/8" x 2 5/16" Web Stiffeners 1 4
23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 71
Blocking
PlotID Length Product Plies Net Qty
Bk101 2' 0" 14" TJI 210 joist 1 15
14" TJI Joists
16" O.C. Spacing
psl post base plate
PlotID Length Product Plies Net Qty
- 3749506 1
CS
E1 B1
B1
B4
B1
B4
A3
A3
A3
A3
A3
A3
CS
BM102BM103CS
BM103
CS
CSBM105
CS
CS
VO1
VO2
VO3
BBO217
PBO1
PBO2
PBO3
FJ102FJ105FJ102FJ102FJ102FJ102FJ101FJ101FJ101FJ101FJ103FJ105FJ103FJ105FJ103FJ105FJ105FJ103FJ105FJ103FJ105FJ103FJ105FJ103FJ104FJ103FJ104FJ103FJ104FJ103FJ104FJ103FJ104FJ103FJ104FJ103FJ104FJ103FJ104FJ107FJ103FJ104FJ107FJ103FJ104FJ107FJ103FJ104FJ107FJ103FJ104FJ107FJ103FJ104FJ107FJ103FJ104FJ107FJ103FJ104FJ107FJ103FJ104FJ107FJ109FJ109FJ109FJ109FJ109FJ109FJ109FJ109FJ109FJ109FJ109FJ109FJ110FJ109FJ109FJ109Ca101Ca101 Ca101Ca101 Ca101 Ca101Ca101
Ca101
Ca101
Ca101
Ca101
Bk101
Bk101H4 H4H4H4 H4H4H4 H4 H4 FJ104Bk101
FJ106Bk101FJ1061' 4" 8"8"
1' 5" BM104Ca101
H9 H9
1' 2 3/8"FJ111FJ10811 1/4"1' 8 3/4"
1' 8 3/4"
1' 6 1/4"1' 1 3/4" FJ1091' 3" H4 H3 H3 H3 H3 H4 H3 H3 H4 H3H2H4 H3 H4 H3H4 H3H4 H3 H3H4 H3H4 H3H3H3H4 H3 H4 H3H4 H3 H3 H4 H3 H4 H3 H3 H4 H3 BM101Ca101 H5 Pt101
H3H3H3H3H3H3H1H6H3H3H3H3H3H3H3H3H3H3H3H3H3H3H3H3BM106
Estimated plumbing
drop, field verify.
Make wall bearing.
Make wall bearing.
PSL post cannot fit inside wall for beam bearing.
05/03/21
Indianapolis Design Center352 South County Road 300 EDanville, IN 46122317-745-9984These placement plans have been prepared with the specifications of TrussJoist products based on project information provided. This service is solely intendedfor product application assurance; and, is not intended to circumvent the needfor a design professional as determined by the building codes. The designerof record and/or builder/framer is responsible to assure these drawings arecompatible with the overall project. These documents are not intended to replacethe building plan (which should be used to determine bearing placement).Please insure measurements of the foundation match those provided at the timeof design. Builder is responsible to place load bearing members in load path.Architectural Drawings Prepared By: Structural Drawings Prepared By: 84 Lumber FranklinKevin BeherSigma BuildersCaress Res.Rev.aBy DateDW 2/9/21Comments Added beams supporting girders, cased opening beam, bsmt window beam Drawn By: DW Checked By: Date:CM 02/09/20212100142a
Sheet
2 of 2
Main Floor System
Not to Scale
Confirm this layout with the builder and designer of record. Make
sure all discrepencies are corrected before ordering floor system.
All Dimensions are Approximate and Must Be Field Verified.
LEVEL NOTES
Current Date: 2/9/2021
File Name: caress_2100142a.jvl
Level Name: Second Floor System
Building Code - Design Methodology: IBC 2006
Members with Design Overridden:
TJ-Pro Rating (Weighted Average): 46
Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 30, joist = FJ201(i14580)
Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 68, joist = FJ204(i14538)
FLOOR
Floor Container: FC3
Use/Occupancy: ResidentialLivingAreas
Floor Area Loading is: 40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load
Operator Added Additional Loads
Maximum Allowed Deflection: L/480 Live Load & L/240 Total Load
TJ-Pro Rating Information:
Weighted Average: 46
Directly Applied Ceiling: None
Decking Attachment: Glue and Nail
Decking Material: 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF
Perpendicular Partition: No
Strapping at max 8' o.c.: None
Blocking at max 8' o.c.: No
Poured Flooring: No
Framing Connector Summary
PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff
H1 1 Simpson HHUS410 Designed 30- 10d - 10- 10d - - No No No
H3 3 Simpson HUS1.81/10 Designed 30- 10dx1.5 - 10- 10d - - No No No
H4 40 Simpson IUS2.06/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes
H7 9 Simpson IUS2.37/14 Designed 12- 10dx1.5 - 2- Strong-Grip - - No No No
Products
PlotID Length Product Plies Net Qty
FJ201 22' 0" 14" TJI 210 joist 1 5
FJ202 18' 0" 14" TJI 210 joist 1 10
FJ203 14' 0" 14" TJI 210 joist 1 7
FJ204 8' 0" 14" TJI 210 joist 1 9
FJ206 24' 0" 14" TJI 360 joist 2 2
FJ205 24' 0" 14" TJI 360 joist 1 6
FJ207 22' 0" 14" TJI 360 joist 1 6
BM201 26' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2
BM202 24' 0" 1 3/4" x 14" 2.0E Microllam LVL 1 1
BM203 20' 0" 1 3/4" x 14" 2.0E Microllam LVL 3 6
BM204 14' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2
BM205 10' 0" 1 3/4" x 14" 2.0E Microllam LVL 1 1
BM207 6' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2
BM206 6' 0" 1 3/4" x 14" 2.0E Microllam LVL 1 1
BM208 10' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 4
BM209 8' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2
Ca201 16' 0" 1 1/8" x 14" TJ Rim Board 1 7
Accessories
PlotID Length Product Plies Net Qty
11 1/4" 3/4" x 2 5/16" Web Stiffeners 1 80
23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 30
Blocking
PlotID Length Product Plies Net Qty
Bk201 2' 0" 14" TJI 210 joist 1 7
14" TJi Joists
16" O.C. Spacing
E1
A3
A3
A3
PB1
PB1
BM206
BM203
BM201BM207 BM202BM205
BM203 FJ207FJ207FJ207FJ201FJ201FJ207FJ207FJ207FJ201FJ203FJ203FJ203FJ203FJ203FJ203FJ203FJ205FJ205FJ205FJ205FJ205FJ205FJ206FJ204FJ204FJ204FJ204FJ204FJ204FJ204FJ204Ca201Ca201 Ca201Ca201Ca201
Ca201
Ca201
Bk201Ca201 CS
VO4
VO5
VO6
VO7
FJ201FJ201FJ204girdergirdergirdergirderCa201 girderBM204 FJ202FJ202FJ202FJ202FJ202FJ202FJ202FJ202Ca201 FJ202FJ2021' 2 5/8"
9 3/8"
1' 4"
8"
8" 1' 4" 8"
CSH4H4 H4 H4H4 H4H4H4 H4H4 H4 H4H4H3 H3H4
H4H3 H4H4PBO6
H7H4 H4H4 H4H7H4 H4H4H4H4H1H7H4H4H4H7 H7H7 H7H7H7BM208 BM209
H4H4H4H4H4H4H4H4H4H4 H4BM2082' 0"4 1/4" bearing required, verify prior to
construction.
An additional 8 PSF area dead load has been
added to account for tile load on this floor.
Individual joists spaced at 19.2" o.c. or less may
be shifted 3"
from o.c. spacing to avoid hanger
interference/plumbing drops.
(Do not exceed 24" o.c. maximum spacing)
05/03/21
NOTE: TRAYEDCEIILINGCREATEDBY FRAMINGDOWN
FROM 14' CEILING- TRUSSES DESIGNEDWTIHFLAT BOTTOM CHORD
A01A02A03A04A05A06A07A08A09EJ01C
EJ01D
HR01EJ02EJ02EJ01A
EJ01B
EJ01DHR01 EJ02EJ02EJ01
EJ01A
EJ01A
EJ01A
EJ01A
EJ01A
EJ01A
EJ01A
EJ01A
EJ01
EJ01
EJ01
EJ01
EJ01
EJ01
F01F02HR02J01
J01EJ03HR02J01 J01EJ03
EJ03
EJ03
EJ03
E01
D04D03D02D01D01BD01BD01CD01CD01CD01CD01AD01AD01D01C01C02C03D01BG01 HR03J02
J01
J02J01EJ04HR03J02
J01J02J01
EJ04
EJ04
EJ04
EJ04
EJ04
EJ04HR03J02
J01 J02J01EJ04
HR03J02
J01
J02J01EJ04
EJ04
EJ04
EJ04
EJ04
EJ04
EJ04
HR04EJ06HR04EJ06EJ06EJ06HR07B01
B02
B03
B04
B05
B06
B07HR03J02J01J02
J01EJ04HR03J02J01
J02
J01 EJ04EJ04EJ04EJ04EJ04EJ04EJ04EJ04EJ04EJ04EJ04EJ04EJ04EJ04EJ04EJ04EJ04K01V01V02V03V04
IMPORTANT
THISDRAWINGISFORFIELD PLACEMENT OF INDIVIDUAL
COMPONENTSONLY, AND DOESNOT CONSTITUTE AN
ENGINEERED DOCUMENT.
NOTE
PROPER BEARINGANDBEARINGDESIGN INCLUDING
ANCHORAGE, ISTHERESPONSIBILITY OF THE BUILDING
DESIGNER, ARCHITECT AND /OR BUILDINGENGINEER. REFER
TO INDIVIDUAL TRUSSDESIGNSFOR REACTIONS, MINIMUM
REQUIRED BEARINGSIZE, UPLIFT, AND ADDITIONAL LOADS.
84COMPONENTSDOESNOT ASSUME RESPONSIBILITYIN
THESE AREASOF CONCERN.
BRACING
ERECTION, TEMPORARY, AND PERMANENT BRACINGISTHE
RESPONSIBILITY OFTHE CONTRACTOR AND / OR BUILDING
DESIGNER. REFER TOINDIVIDUAL TRUSSDESIGNSFOR
ADDITIONAL BRACINGREQUIREMENTS. REFERTO BCSI-B1
SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTS
ASSOCIATION COMMENTARY, AND RECOMMENDATIONSFOR
HANDLING, INSTALLING&BRACINGMETALPLATECONNECTED
WOOD TRUSSES. www.sbcindustry.com
INSTALLATION
DO NOT CUT, DRILL, OR ALTER TRUSSES. ANYQUESTIONS
CALL 84COMPONENTS. PROPER INSTALLATION, AND
HANDLINGOF COMPONENTSISTHE RESPONSIBILITY OF THE
ERECTINGCONTRACTOR. 84COMPONENTSMUST BE
NOTIFIED OF ANYPROBLEMS, AND AFFORDED THE
OPPORTUNITY TO REVIEW, AND MAKE NECESSARY
CORRECTIONS, OR NO BACK CHARGESWILL BE ACCEPTED
ORAPPROVED.
WARNING
WARNINGS, AND INSTRUCTIONSFORERECTION
OF COMPONENTSARE INCLUDED IN THE DELIVERY PACKAGE.
KEEP THISINFORMATION ON THE JOB SITE. THESE
DOCUMENTSWILLALSO BENEEDEDFORJOB SITE
INSPECTION. MISUSE AND IMPROPER INSTALLATION OF
COMPONENTSMAYRESULT IN FAILURE, BODILY INJURY, LOSS
OFPROPERTY, AND / ORLIFE.
RoofArea:
Overhang Length:
Eave Length:
HipLength:
ValleyLength:
Ridge Length:
SHEETNUMBER:
R1.1
RoofTruss
Placement Plan
SCALE: NTS
Job#: 2100143
PO#:
Date: 2/1/2021
Drawn By: BH
Designed By: BH
Checked By:
ROOF LOADS:
TCLL: 20.0 lb/ft²
TCDL: 10.0 lb/ft²
BCLL: 0.0 lb/ft²
BCDL:10.0 lb/ft²
Building Code: IRC2015
Wind Speed: 115 mph
On-Center Spacing: 24" U.N.O.
3768.59SF
352.88 LF
47.13 LF
235.93 LF
61.63 LF
37.96 LF
ROOF DATA
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.CARESS RESIDENCE,ROOF TRUSS PLACEMENTPLAN21001431850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916PRELIMINARY - NOT FOR CONSTRUCTION05/03/21