HomeMy WebLinkAboutM002.0Truss Connector Total List
Manuf Product Qty
HUS26 24
JL24 7
USP JL24IF-TZ 1
JUS24 8
USP One RT4 67
Two RT4 1
ATTIC
ACCESS
CGE01
CT01 BGE01
BGR01
FGE01
DGR01
EGE01
FGR01
AGE03
AGE01
DGR02
AGE02
AT06
AT09
AGE04
V11
V8
V6
V4
V2 V9
V11
V8
V6
V11
V8
V6
V10
V7
V5
V3
V1
V
JL24IF-TZ
Two RT4
BT01(2)
ET01(4)
AT01(2) AT02(3) AT05(3) AT08(2)
DT01(9)
AT04(4) AT03(4) AT07(5)
HUS26
JL24 HUS26
HUS26 JUS24
JL24
HUS26HUS26 JUS24
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-06-00
1-04-08
1-06-00
2-00-00
2-00-00
3-00
1-02-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
20-07-00 9-09-08
4-10-00 8-10-15 71-07-01
1-04-00
1-06-00
2-00-00
2-00-00
1-09-00
4-10-00 6-02-00 10-08-00 8-08-08
1-04-00
30-04-08
86-08-00
8-11-08
15-01-08
5-08-00
19-02-00
14-07-08
34-03-08
IMPORTANT
THIS DRAWING IS FOR FIELD PLACEMENT OF INDIVIDUAL
COMPONENTS ONLY, AND DOES NOT CONSTITUTE AN
ENGINEERED DOCUMENT.
NOTE
PROPER BEARING AND BEARING DESIGN INCLUDING
ANCHORAGE, IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER, ARCHITECT AND / OR BUILDING ENGINEER. REFER
TO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUM
REQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS.
84 COMPONENTS DOES NOT ASSUME RESPONSIBILITY IN
THESE AREAS OF CONCERN.
BRACING
ERECTION, TEMPORARY, AND PERMANENT BRACING IS THE
RESPONSIBILITY OF THE CONTRACTOR AND / OR BUILDING
DESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNS FOR
ADDITIONAL BRACING REQUIREMENTS. REFER TO BCSI-B1
SUMMARY SHEET. THE STRUCTURAL BUILDING COMPONENTS
ASSOCIATION COMMENTARY, AND RECOMMENDATIONS FOR
HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED
WOOD TRUSSES. www.sbcindustry.com
INSTALLATION
DO NOT CUT, DRILL, OR ALTER TRUSSES. ANY QUESTIONS
CALL 84 COMPONENTS. PROPER INSTALLATION, AND
HANDLING OF COMPONENTS IS THE RESPONSIBILITY OF THE
ERECTING CONTRACTOR. 84 COMPONENTS MUST BE
NOTIFIED OF ANY PROBLEMS, AND AFFORDED THE
OPPORTUNITY TO REVIEW, AND MAKE NECESSARY
CORRECTIONS, OR NO BACK CHARGES WILL BE ACCEPTED
OR APPROVED.
WARNING
WARNINGS, AND INSTRUCTIONS FOR ERECTION
OF COMPONENTS ARE INCLUDED IN THE DELIVERY PACKAGE.
KEEP TH IS INFORMATION ON THE JOB SITE. THESE
DOCUMENTS WILL ALSO BE NEEDED FOR JOB SITE
INSPECTION. MISUSE AND IMPROPER INSTALLATION OF
COMPONENTS MAY RESULT IN FAILURE, BODILY INJURY, LOSS
OF PROPERTY, AND / OR LIFE.
Roof Area:
Overhang Length:
Eave Length:
Hip Length:
Valley Length:
Ridge Length:
SHEET NUMBER:
R1.1
Roof Truss
Placement Plan
SCALE: NTS
Job#: 1802947RA
PO#:
Date: 11/20/2018
Drawn By:
Designed By:
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.
2833 SF
181 LF
246 LF
0 LF
144 LF
132.19 LF
ROOF DATA
THIS LAYOUT IS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.
TG59 A/B
Pyatt Builders
59, The Grove at Legacy
Carmel, IN
ROOF TRUSS PLACEMENT PLAN
1802947RA
1850 N Graham Road
Franklin, Indiana 46131
Office:(317) 346-4274
Fax: (317) 346-0916
PLAN DATE: 11/14/18_SHEET-2
12/26/18
Adam Schriner