HomeMy WebLinkAboutM003.0Truss Connector Total List
Manuf Product Qty
HHCP2 1
JL24 37
JL26 1
JUS24 16
USP One RT4 80
SNP3 7
ROOF FRAMING PLAN
LG4
LG3
LG1
LG2
LG
LGA
LGB
EGE01
BGE01
BT01
DGE01
DT01
AGE01
AH01
AH02
AH03
AT02
AGR01
GR
HR
J03
J02
J03
J02
CGR02
CGR01
GGR01
AH06
AH05
AH04
GGR01
AH06
AH05
AH04
J05
J05
LGE01
KGE01
KGE02
HGE01
V
AT01(14)
BT02(2)
J01(3)
J06(2)
J04(2)
J04(2)
AM03(5)
AM02(2)
AM04(6)
AM01(7)
15-02-00 12-08-00
4-08-00 49-08-00 5-08-00
5-03-00 10-07-00
8-00-00 12-00-00
1-04-00
21-08-00
8-00-00
18-08-00 3-00-00
2-00-00
1-00-00
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
2-00-00
2-00-00
1-02-08
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
1-03-00
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 THIS 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#: 1802680
PO#:
Date: 10/24/2018
Drawn By:
Designed By:
Checked By:
ROOFLOADS:
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.
2277 SF
205 LF
110 LF
62 LF
14 LF
45.27 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.
TG33
Pyatt Builders
Carmel, IN
ROOF TRUSS PLACEMENT PLAN
1802680
1850 N Graham Road
Franklin, Indiana 46131
Office:(317) 346-4274
Fax: (317) 346-0916
11/21/18
Mike Sheeks