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:)ocuSign Envelope ID: EOE90863-803A-4F90-B6AC-F-EE4B'�,
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<br />MOISTURE BARRIER
<br />BY OTHERS
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<br />SEE PN
<br />• UP TO 8FT SINGLE 2xN!
<br />• UP TO 20 FT, 2x6 VV! 2x6 T_ RR
<br />FASTEN ? <,3 INk-,
<br />7-BRACE" TO DIAGONAL R
<br />w/ 10d COMMONS
<br />ROOF DECK
<br />ROOF TRUSS
<br />OR RAFTER
<br />0 N N
<br />SUB FASCIA
<br />?E BARRIER
<br />RS
<br />Y LINTEL
<br />PER PLAN
<br />R. WALL
<br />'11. COVERED
<br />HERWISE)
<br />ES
<br />iGI:,.,'VISE FASTEN ROOF DECK TO
<br />FRAMING @ 3" 0 C. ON EDGE,
<br />6" O.C. IN FIELD WITH 8d
<br />RINGSHANKS
<br />F 41 -C K \ I --i
<br />PROVIDE PANEL
<br />EDGE BLOCKING FOR
<br />NON -DROPPED GABLE
<br />OR AS SHOWN ON PLAN
<br />---- — -- ----- -
<br />CAM 10 BRACE CONNECTOR
<br />:'DIAGONAL BRACE TO CMU
<br />RIER BETWEEN MASONRY
<br />4_1
<br />VIBER BY OTHERS
<br />L.- BRACING DETAIL (WI HGAM10)O -
<br />CLIPS MAY BE OMITTED FROM
<br />"ETAIL FOR NON -DROPPED GABLE
<br />�_)/ERHANGS.
<br />2x4 SYP OUTRIGGER @ 24" O.0
<br />CLIP TO GABLE TOP CHORD WITH
<br />T (1) H2. 5, wl (10) 8d x 1
<br />2x4 NO.2 SYP BLOCKING BETWEEN
<br />OUTLOOKERS. FASTEN EACH
<br />BLOCK TO ROOF DECK WITH 8d
<br />COMMON @ 3" O.C.
<br />GABLE TRUSS
<br />WALL SHEATHING PER PLAN
<br />L OR T BRACE VERTICAL
<br />REINFORCEMENT PER
<br />TRUSS ENGINEERING
<br />IMOISTURE BARRIER S1 IALL BE
<br />PROVIDED BETWEEN MASONRY
<br />AND ALL UNTREATED LUMBER
<br />GABLE TRUSS TO BONE) BEAM VIP
<br />META20 @ 48" O.0 W1 MIN (7) 1 -..-)d x 1
<br />(NOTE: IF META20 IS IMPROPEPLY
<br />INSTALLED, ATTACH TRUSS TO B',-.)ND
<br />BEAM W/ HTSM20 OR MSTAM36)
<br />TOP OF WALL
<br />TOP OF FINISH
<br />FLOOR SLAB
<br />8'-l"ABOVE
<br />F.F.E.
<br />1
<br />TOP OF
<br />GARAGE DOOR
<br />6-VABOVE
<br />F.F.E.
<br />4'-9"ABOVE
<br />ABOVE
<br />F.F-E.
<br />Ill n. `.1 m
<br />F.F.E.
<br />TOP OF
<br />CURB
<br />F.F.E.
<br />#5 CONT.
<br />(1) #5 BAR AT CORNER
<br />W/ MIN. 25" LAP
<br />#5CONT
<br />rLOF OPENING
<br />/XOX I Z
<br />CENTEI
<br />DIA. ANCHOI
<br />OvA PT TOP
<br />2x6 PT BUCK EACH SIDE OF OPENING
<br />PROVIDE (5) fie" DIA. J-BOLT OR LARGE
<br />DIAMETER SCREW ANCHOR w/5/2"
<br />EMBEDMENT AT EACH DOOR BRACKET,
<br />EACH SIDE OF DOOR. PROVIDE 1 W' x,4,,"
<br />THICK WASHER w/ EACH ANCHOR.
<br />{1st BOLT TO BE 9" MAX. ABOVE CURB.)
<br />CL
<br />in
<br />:E
<br />PRE -CAST LINTEL
<br />PER PLAN
<br />FILL BOTH LINTELS SOLID
<br />\A// CONTINUOUS POUR
<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 />6" BEND INTO BOND BEAM
<br />PRECAST LINTEL SEE
<br />PLAN
<br />EXTEND REINFORCING TO
<br />END OF PIER W/ 6" BEND TO
<br />LAP WALL REINFORCING AS
<br />SHOWN.
<br />MIN (2) SOLID FILLED &
<br />REINFORCED CELLS W1 NO.5
<br />VERT. BAR ADJACENT TO
<br />GARAGE DOOR OPENINGS.
<br />NO.5 VERT. BAR IN FILLED
<br />CELL AT EACH END OF PIER
<br />NO, 5 DOWEL TO MATCH EACH
<br />SOLID FILLED & REINFORCED
<br />CELL EXTENDING FROM FOOTING
<br />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 />- ---------- -------- -
<br />CONCRETE
<br />FOUNDATION WORK
<br />PER PLAN
<br />--------------- - --- - - -- - ---- - - ---------- --
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