HomeMy WebLinkAboutTYPICAL CORNERSET SPECIFICATION * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
38, Typical Cornerset Specifications LEDGER CONNECTIONS BY BUILDER. C:
13' 25' �� (UNLESS NOTED OTHERWISE)
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* NOTE: ALL CEILING DROPS BELOW BEAM ARE IW.& �
80
Attach KingJack w/(3) BY BUILDER. UNLESS NOTED OTHERWISE _ � o 0 o °
Attach End Jacks 0.131"O ToeNails @ Attach Corner Jacks w/(2) 6 ( ) Q u) F ..
w/ (4) 0.131"0 ToeNails @ TC TC & BC .131"0 ToeNails @ TC & BC °' �' 2 _ � E 4
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW o z
w M a a a a ►� U U U U U U U U ti M & (3) 0.131 0 ToeNails @ BC (typ.) � � 0 -0 >1 E � °,
ti ti ti ti ti ti ti ti ti ti ti ti ti _ TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING °
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-� DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL w2, ° '°
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Q STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE
\ i E U Q 0 0 0 C
�c/ J 1 0 (� INDIVIDUA GRAVITYANDI UPLIFT LOADS INGS FOR � a) z, 2 v o
TRUSS o � i= .° � � L ° °
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FOR BRACING & ERECTION DETAILS REFER TO BCSI-03
7� AND/OR ENGINEER OF RECORD. [ o > Q
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z 41 All
7 REPRESENTS THE LEFT
J OF EACH TRUSS DRAWING E Q b 0
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J3P � Typ. Corner Jack Placement 1' 10-15/16" 2'0" 2'0" 1'1-1/16" � � .o � `° � �
N 8 CLG.
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( NOTE: REFER TO SIMPSON CONNECTOR o O EL - 2 E :�0
B15 8' CLG. CATALOG FOR INSTALLATION DETAILS ) � 2 o �,._
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B 12 2'7-5/8" 9'4" CLG. 2' G LUS46 P - - - �( - - - L o E
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HBB HANGER BY BUILDER BBB BEAM BY BUILDER L o � ; .
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LSTA12 @ TC & BC NOTE: LSTA STRAP o a) Q ° °,
INDICATED TO BE USED IN m m Q;P> .0 E 0 ._ °
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B101z z LSTA12 @ TC CONCORDANCE W ITH L o .� ID
m Zb LSTA12 @ BC CORNERSET DETAIL. ° o
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LOADING ROOF FLOOR WIND LOAD v-, E cO 2 f
B09 Q LIVE LOAD 20 0 ASCE 7-16 Do ° 0 o
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21 00 o = .L IT
B08 ~U DEAD LOAD 10 0 160 B g' Q w
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2' 13'8-3 " 2' > p LIVE LOAD* 0 0 Residential - CAT 11 m co L Q
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B08O v DEAD LOAD 7 0 Closed o o .�' E � ."
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2' o TOTAL LOAD 37 0 FBC 7th Ed. 2020 Res. 0 o ° o
8 CLG.
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B081z I/ 1/
z DURATION FACTOR 1.25 0 TPI 2014 � .� P a �,.�'
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z z2 In REV DATE BY REMARKS °
REMOVED WOOD FRAME WALLS o a) .� L E °
AT ENTRY-
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B08 m � Q ; � o '
It is understood that above [] APPROVED C o -0 o
2' conditions have been reviewed &00
B08 are acceptable for the fabrication ❑ APPROVED AS NOTED " L a,
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at trusses, elevations,pitches, a) C: a) � ° - _ ° E
g g ❑ REVISE AND RESUBMIT u .'•' o
2, overhangs, fascias,ceilin � w w Q o Q
elevations/ itches, bearing L � = E _ -
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BQ$ conditions & all detail pertaining ❑ REJECTED L ° i 0 ° o
10'4" G 2' back charges will be accepted a) N O
to this truss placement plan. No �, a o
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B08 without previous written approval DATE Q 2
from an A-1 Roof Trusses o ° o $ `°
2' representative. - o o 75 o REVIEWED BY
PLAN DATE ARCH: --/--/---- STRUCT: --/--/---- �' �, ID Q) ° 0'
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B07 2'3-1/2" 1,3„ a, � _ -- � � "T
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BO7 CUSTOMER RENAR HOMES U S � f nz
94 CLG. _
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' WOOD FRAMED WALLS AT ENTRY REMOVED TO MAKE 'B' ° � � ' ° E
ELEVATION CONGRUENT WITH OTHER ELEVATIONS OF THE JOB NAME BERMUDA1674ELEVB o o � o � m
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B05 = BERMUDA MODEL , AND FOR CONVENIENCE OF FRAMERS . OPTIONS) GARAGE RIGHT o � � C
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No., 9 * Fort Pierce, FL 34946 w a o
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118 64 20 -. o' . �� �.. ••�,= = Tel. 772-409-1010 IL = � � o �
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