HomeMy WebLinkAboutM004.0 24" OC SPACINGHatch Legend
2' STEP CLG
B-LAY1B-A1(10) HUS26
(15) HUS26 B-A4B-B1
B-C1
B-C2
B-E1
B-M2
B-M7B-M6B-M5B-M4B-M3B-J1
B-J2
B-CJ1B-V1
B-V2
B-V3
B-V4
B-V5
B-V9
B-V10
B-V11
B-V12
B-V13 B-V14B-V15 B-V16 B-V17 B-P1B-P12X4 LEDGER
(10) B-A2 (5) B-A3
(6) B-B2(6) B-M1(2) B-E2(3) B-J3(15) B-P2
3 PLY
2 PLY
2 PLY
1-04-0013-09-00 5-00-006-04-00 6-08-08 12-03-08 61-04-0086-08-006-02-00 8-11-00 71-07-0086-08-0012-00-00 18-04-08 8-08-08 10-08-00 6-02-00 4-10-00
61-00-00
20-07-00
9-09-08
9-09-08 20-07-00
61-00-00
37-03-082-00-00B-G1 B-G3B-D6(6) HUS26 B-D3
B-D1
B-F1 B-V6B-V7B-V8(5) B-G2
(2) B-D2 (2) B-D2 (2) B-D2(7) B-D4Truss Connector Total List
ManufProduct Qty
USP HUS26 31 IMPORTANT
THIS DRAWINGIS FOR FIELD PLACEMENT OF INDIVIDUAL
COMPONENTS ONLY,AND DOES NOT CONSTITUTE AN
ENGINEERED DOCUMENT.
NOTE
PROPER BEARINGANDBEARINGDESIGN INCLUDING
ANCHORAGE, ISTHERESPONSIBILITY OF THE BUILDING
DESIGNER, ARCHITECT AND /OR BUILDINGENGINEER. REFER
TO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS,MINIMUM
REQUIRED BEARINGSIZE, UPLIFT, AND ADDITIONAL LOADS.
84 COMPONENTS DOES NOT ASSUME RESPONSIBILITY IN
THESE AREAS OF CONCERN.
BRACING
ERECTION,TEMPORARY,AND PERMANENT BRACINGIS THE
RESPONSIBILITY OFTHE CONTRACTOR AND / OR BUILDING
DESIGNER. REFER TOINDIVIDUAL TRUSS DESIGNS FOR
ADDITIONAL BRACINGREQUIREMENTS. REFER TO BCSI-B1
SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTS
ASSOCIATION COMMENTARY,AND RECOMMENDATIONS FOR
HANDLING,INSTALLING&BRACINGMETAL PLATE CONNECTED
WOOD TRUSSES. www.sbcindustry.com
INSTALLATION
DO NOT CUT, DRILL, OR ALTER TRUSSES. ANYQUESTIONS
CALL 84 COMPONENTS. PROPER INSTALLATION,AND
HANDLINGOF COMPONENTS IS THE RESPONSIBILITY OF THE
ERECTINGCONTRACTOR. 84 COMPONENTS MUST BE
NOTIFIED OF ANY PROBLEMS,AND AFFORDED THE
OPPORTUNITY TO REVIEW,AND MAKE NECESSARY
CORRECTIONS, ORNO BACKCHARGES WILL BE ACCEPTED
ORAPPROVED.
WARNING
WARNINGS, AND INSTRUCTIONS FORERECTION
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
OFPROPERTY, AND / ORLIFE.
RoofArea:
Overhang Length:
Eave Length:
HipLength:
Valley Length:
Ridge Length:
SHEETNUMBER:
R1.1
RoofTruss
Placement Plan
SCALE: NTS
Job#: 23740
PO#:
Date: 3/12/2021
Drawn By: DS
Designed By: DS
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: IRC 2012
Wind Speed: 115 mph
On-Center Spacing: 24" U.N.O.
5800.8 SF
244.23 LF
376.61 LF
17.22 LF
243.08 LF
249.38 LF
ROOF DATA
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.TG180BLOTB6926 CHERRY CREEK BLVDCARMEL ,INROOF TRUSS PLACEMENTPLAN237401850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916
10/13/21