HomeMy WebLinkAboutM002.0Truss Connector Total List
Manuf Product Qty
HUS26 6
JL24 11
USP JL24IF-TZ 2
JUS24 2
One RT3A 3
One RT4 81
One RT5 2
Connector Legend
Product
Hangers Bottom
HUS26
JL24
JL24IF-TZ
JUS24
HoldDowns Bottom
One RT3A
One RT4
One RT5
ATTIC
ACCESS
CGR1 BGR1
CGE1 BGE1
AGE2
AGE1
AT04
AT02
AT07
AT09
DGE1
V20
V19
V16
V12
V20
V17
V13
V9
V7
V4
V1
V11 V
V20
V17
V18
V15
V10
V6
V8
V5
V3
V2
V14
PBE
PBE
One RT3A One RT3A One RT5 One RT5
One RT3A
JL24IF-TZ
JL24
JL24
JL24IF-TZ
JL24
JL24
HUS26 JUS24 JL24
CT01(3)
BT01(3)
AT03(3) AT01(3) AT08(2) AT06A(2) AT06(3) AT05(3)
AM01(6)
DT01(7)
PB(20)
12-07-00 9-05-00 20-00-00
59-08-00
42-00-00
32-01-00 11-00-00 16-07-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-10-08
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
2-00-00
IMPORTANT
THIS DRAWING IS FOR FIELD PLACEMENT OF INDIVIDUAL
COMPONENTS ONLY, AND DOES NOT CONSTITUTE AN
ENGINEEREDDOCUMENT.
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#: 1803049R
PO#:
Date: 11/30/2018
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.
3210 SF
111 LF
217 LF
0 LF
103 LF
110.46 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.
TG69
Pyatt Builders
Carmel, IN
ROOF TRUSS PLACEMENT PLAN
1803049R
1850 N Graham Road
Franklin, Indiana 46131
Office:(317) 346-4274
Fax: (317) 346-0916
PLAN DATE : 11/28/2018_SHEET-2
12/26/18
Adam Schriner