HomeMy WebLinkAbout14294_CO_LO_CARDENAS_LOT_9024" O/C
24" O/C 24" O/C24" O/C
24" O/C
2X4 LEDGER
BY OTHER
PORCH BEAM
BY OTHER
8/12
4/12
LOCATE TRUSSES AS NEEDED
FOR PDS & CHASE
STUDTOC/LBEAM
HEEL HEIGHT @
GARAGE BASED ON 2X6
FACIA@1'-3"ABOVE
1ST FLOOR PLATE
HEEL HEIGHT @ PORCH
BASED ON 2X6 FACIA @
2"ABOVE1STFLOOR
PLATE
HEEL HEIGHT @ PORCH
BASED ON 2X6 FACIA @
2-1/2"BELOW1ST
FLOOR PLATE
HEEL HEIGHT @ 2ND
FLOOR BASED ON 2X6
FACIA@1'-1"ABOVE
2ND FLOOR PLATE
NOTE:
ALL DIMENSIONS ARE TO STUD
FRAMING. UNO
ALL DIMENSIONS MUST BE VERIFIED.
ALL TRUSSES MUST BE REVIEWD AND
VERIFIED PRIOR TO PRODUCTION.C/LPOSTTOC/LPOST
UPPER ROOF
STUD FRAMING TO C/L PDS
8/12
PORCH BEAM BY OTHER
2X4 LEDGER
BY OTHER
2-ply TRUSSES TO CARRY
LADDER FRAMING BY OTHERS
FOR ATTIC ACCESS
2-ply TRUSSES TO CARRY
LADDER FRAMING BY OTHER
FOR CHASE
5/12(2-PLY)(2-PLY)(2-PLY)(2-PLY)CL Roof Data
Roof Area: 2801.56
Overhang Length: 178.84
Eave Length: 211.71
Hip Length: 0
Valley Length: 11.7
Ridge Length: 75.75
Hatch Legend
= OVERFRAME BY OTHER LG1M2G
M3G
M1G
M1T1GV1 V2V3M2(6)M3(2)M1A(3)T1(12)
5-09-06 17-05-001-00-10 8-01-0210-01-02 11-08-04
1-04-00 10-01-022-02-00
11-08-04
1-06-08
1-03-00 8-031-03-001-05-001-03-0023-00-004-02-06 2-00
7-12
1-10-12 1-10-00
5-00-00
1-10-082-081-081-08LG2LG1T2GT3SGT3A T3A T3A T3AT3SGAT4GT5GT2(5)
T3(2) T3(9) T3(2)
22-08-08 46-07-08
10-01-02 1-00-10 8-01-021-01-00 2-00-00
1-04-00
10-01-02 1-00-108-01-022-08
1-06-08
5-04
37-05-08 1-04-001-04-0011-06-005-03-00 12-07-00 10-09-08 18-06-081X
1-03-00
4-08-10
6-06-00
11-10-00
1-02-088-00-00
4-001-02-0811-09-04 3-08 1-02-08IMPORTANT
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#: 14294
PO#:
Date: 1/21/2019
Drawn By: TS
Designed By: TS
Checked By: KC
ROOF LOADS:
TCLL: 20.0 lb/ft²
TCDL: 10.0 lb/ft²
BCLL: 0.0 lb/ft²
BCDL:10.0 lb/ft²
Building Code: IBC 2012
Wind Speed: 90 mph
On-CenterSpacing:24"U.N.O.
2801.56 SF
178.84 LF
211.71 LF
0 LF
11.7 LF
75.75 LF
ROOF DATA
THISLAYOUTISINTENDEDFORTHEPURPOSEOFTRUSSLOCATIONANDPLACEMENTONLY.REFERTOTHEBUILDINGPLANSFORACTUALBUILDING CONSTRUCTION.CARDENAS LOT 90OLD TOWN9856 BUCKLEBERRY LANEINDIANAPOLIS,IN
ROOFTRUSSPLACEMENTPLAN
142941850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax:(317) 346-091604/08/19
Mike Sheeks