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DocuSign Envelope ID: FC92AECD-24F5-4BB9-BDF5- 341 ECEBB,�C'
<br />_ _ 11 l_' '" 1 1 1 III !P"N, -- --I
<br />ROOFDECK
<br />rR ROOF TRUSS
<br />OR RAFTER
<br />CONNECTION PER
<br />�'I• .AL WALL SECTION
<br />SUB FASCIA
<br />MOISTURE BARRIER
<br />BY OTHERS
<br />�-MOISTURE BARRIER
<br />1 I BY OTHERS
<br />MASONRY LINTEL
<br />PER PLAN
<br />TYPICAL P�)`- HEATHING DETAIL
<br />FF .)R WALL
<br />HI�D ALL COVERED
<br />PJR OTHERWISE)
<br />TOE -NAIL MIN 2xz NO 2 SYP BLO' - N
<br />BETWEEN TRUSS TOP CHOF
<br />(3, 'r)d COMMONS EAC•
<br />FASTEN 2x6 NO 2 SYP
<br />DIAGONAL BRACE TO
<br />BLOCKING wr( I
<br />10d COMMONS
<br />2x6 NO.2 SYP DIAGONAL BRAG— --
<br />SEE PLAN
<br />• UP TO 8FT SINGLE 2xE. ONLY
<br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE
<br />FASTEN 2x6 N -
<br />"7-BRACE" TO DIAGOW-L tiR
<br />w/ `IW COMMONS c 2
<br />NELEDGES
<br />OF GABLE
<br />EDGEWISE
<br />FLATWISE)
<br />OF DECK-\
<br />{
<br />FASTEN ROOF DECK TO
<br />FRAMING @ Y O.C. ON EDGE,
<br />6" O.C. IN FIELD WITH 8d
<br />RINGSHANKS I
<br />PROVIDE PANEL
<br />EDGE BLOCKING FOR
<br />NON -DROPPED GABLE
<br />8'-0" OR AS SHOWN ON PLAN
<br />2x4 SYP OUTRIGGER @ 24" O.C.
<br />5=�
<br />VI
<br />y
<br />CLIP TO GABLE TOP CHORD WITH
<br />(1) H2.5T w/ (10) 8d x 1-'/2"
<br />2x4 NO.2 SYP BLOCKING BETWEEN
<br />OUTLOOKERS. FASTEN EACH
<br />BLOCK TO ROOF DECK WITH 8d
<br />g
<br />COMMON @ 3" O.C.
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<br />4
<br />GABLE TRUSS
<br />jl^
<br />I /,---
<br />WALL SHEATHING PER PLAN
<br />/
<br />L OR T BRACE VERTICAL
<br />REINFORCEMENT PER
<br />TRUSS ENGINEERING
<br />-
<br />MOISTURE BARRIER SHALL BE
<br />PROVIDED BETWEEN MASONRY
<br />AND ALL UNTREATED LUMBER
<br />>11
<br />? HGAM10 BRACE CONNECTOR
<br />)M DIAGONAL BRACE TO CMU Al
<br />J
<br />'E I;ARRIER BETWEEN MASONRY ---/
<br />n -N-PT LUMBER BY OTHERS
<br />B3�GAB._E - NAC L_E -BRACING DETAIL (W/ HGAM10
<br />O C
<br />U? Ni CLIPS MAY BE OMITTED FROM
<br />V1 F )rTAIL FOR NON -DROPPED GABLE
<br />�Pl S JVERHANGS.
<br />GABLE TRUSS TO BOND BEAM W/
<br />META20 @ 48" O.C. W/ MIN (7) 10d x 1-'/"
<br />(NOTE: IF META20 IS IMPROPERLY
<br />INSTALLED, ATTACH TRUSS TO BOND
<br />BEAM W/ HTSM20 OR MSTAM36)
<br />8'-1" ABOVE
<br />F.F.E.
<br />J (LOF OPENING
<br />2x6x12 PT
<br />CENTER BUCK
<br />TOP OF
<br />GARAGE DOOR
<br />L I
<br />6' 1"ABOVE -—
<br />- — -
<br />F.F.E.--
<br />48" DIA. ANCHOR —
<br />4'4" ABOVE
<br />2x4 PT TOP BUCK - -
<br />F F.E.
<br />�- 2x6 PT BUCK EACH SIDE OF OPENING
<br />2'-9" ABOVE _
<br />F. F. E.
<br />I
<br />0'-9" ABOVE
<br />F.F.E.
<br />TOP OF
<br />CURB
<br />F.F.E.
<br />PROVIDE (5) �8" DIA. J-BOLT OR LARGE
<br />DIAMETER SCREW ANCHOR w/ 5 Y2"
<br />EMBEDMENT AT EACH DOOR BRACKET,
<br />EACH SIDE OF DOOR. PROVIDE 1 '/h" x t6"
<br />THICK WASHER w/ EACH ANCHOR.
<br />(1st BOLT TO BE 9" MAX. ABOVE CURB.)
<br />GARAGE DOOR JAMB DETAIL
<br />- PRE -CAST LINTEL
<br />#5 CONT. PER PLAN
<br />o a.
<br />J
<br />(1) #5 BAR AT CORNER
<br />W/ MIN. 25" LAP N
<br />#5 CONT.
<br />v
<br />----FILL BOTH LINTELS SOLID
<br />W/CONTINUOUS POUR
<br />v
<br />PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER,
<br />CORNER TO BE TEMPORARILY
<br />SHORED FOR MIN (7) DAYS
<br />LINTEL REINFORCING AT CORNER
<br />— VERTICAL BARS TO EXTEND TO
<br />TOP OF WALL AS SHOWN. MIN
<br />" "r"'^'NTO BOND BEAM
<br />TOP OF WALL
<br />! J J PRECAST LINTEL SEE
<br />SEE PLAN— PLAN
<br />I
<br />EXTEND REINFORCING TO
<br />-- + - END OF PIER W/ 6" BEND TO
<br />LAP WALL REINFORCING AS
<br />- - -+ SHOWN.
<br />I I
<br />MIN (2) SOLID FILLED &
<br />REINFORCED CELLS W/ NO.5
<br />VERT. BAR ADJACENT TO
<br />GARAGE DOOR OPENINGS.
<br />I ! I
<br />NO.5 VERT. BAR IN FILLED
<br />CELL AT EACH END OF PIER
<br />-
<br />I I
<br />NO. 5 DOWEL TO MATCH EACH
<br />_ SOLID FILLED & REINFORCED
<br />I
<br />CELL EXTENDING FROM FOOTING
<br />I TO LAP WALL REINFORCING
<br />W/ MIN 25" LAP UNLESS NOTED
<br />OTHERWISE ON DOWEL & LINTEL
<br />PLACEMENT PLAN. MIN 6" BEND
<br />AT BOTTOM.
<br />I
<br />CONCRETE
<br />FOUNDATION WORK
<br />TOP OF FINISH PER PLAN
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<br />9000 REGENCY SQUARE BLVD.
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<br />��_?.t//�I�G� '-��� TRUSSES
<br />SUITE100,JACKSONVILLE,FL32211
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<br />`' I P i ', ` E- OPTIONS � I-
<br />T_ F'� �r�-C,�,`w=``,;_ Q �No. Description Date W
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<br />This item has been 0 0
<br />electronically signed and W
<br />sealed by Justin M Lanier
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<br />stamp shown using a digital W ST=6
<br />signature. d
<br />CMUMETAL CONNECTOR ENGINEERINGa
<br />
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