HomeMy WebLinkAboutM002.0ATTIC
ACCESS
Truss Connector Total List
Manuf Product Qty
HUS26 5
JL24 29
USP JL26IF-TZ 1
JUS24 17
USP LSSH15-TZ 1
One RT4 100
One RT5 3
One RT7A 1
SNP3 2
ATTIC
ACCESS
ATTIC
ACCESS
LG2
20-07-00 9-09-08
4-10-00 8-10-15 71-07-01
1-04-00
4-10-00 6-02-00 10-08-00 8-08-08
1-04-00
30-04-08
86-08-00
LG1
LG
GGE01
DGE02 GT01
DGE01
GGE02
GGR01
EGE01
EGR01
BGR01
AGE01
AGE01
AM02
AM05
HGE01
AM04
CGR01
AH03
AH02
AH01
J02
J
BKNGR01
V15
V10
V5
V2
V14
V9
V4
V1
V
V16
V11
V6
V17
V13
V12
V8
V7
V3
One RT5 One RT5
JL24
JUS24
LSSH15-TZ
JUS24
JUS24
JUS24
JUS24
SNP3
JL24
JL26IF-TZ
SNP3
One RT5 One RT7A
DT01(3) DT02(6) DT01(7)
GT02(5)
ET01(3)
AT03(5) AT02(2) AT01(2) AT02(6)
AM03(6)
HT01(2)
AM01(2)
J01(3)
JUS24
HUS26
JL24
JL24 JUS24
JL24
JL24
BT01(5)
2-00-00
2-00-00
2-00-00
1-06-00
1-07-08
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
1-03-00
2-00-00
2-00-00
2-00-00
1-04-08
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
1-06-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-05-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-10-08
3-00
9-09-08 20-07-00
6-08-08 12-07-00 61-00-08
1-04-00
3-08-00
1-04-00
3-00
18-04-08 12-00-00
30-04-08
86-08-00
6-00-00
7-06-00
1-02-00
79-02-00
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#: 1802947RB
PO#:
Date: 11/20/2018
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.
6083 SF
304 LF
389 LF
17 LF
262 LF
260.25 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
Pyatt Builders
59, The Grove at Legacy
Carmel, IN
ROOF TRUSS PLACEMENT PLAN
1802947RB
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