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e ID: OE2D1B58-E1C9-4409-A90C-7658lA434E89
<br />U( F 1, 1,PER
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<br />MOISTURE BARRIER TYPICAL PORCi
<br />BY OTHERS CEIt_ING BOARS I -
<br />PLAN SEE_- TABI
<br />SHEET ST-1 iPC
<br />CEIHNG BOARS
<br />TYPICAL PORCH SHEA HiN(:j' DETAIL
<br />AT MASONRY EX 4i
<br />(THIS DETAil- IS REQUIRI A ki f)
<br />PORCHES UNLESS N( f
<br />WITHIN
<br />-RE'
<br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING
<br />BETWEEN TRUSS TOP CHORD`)
<br />(3) 10d COMMONS EACH I ND
<br />FASTEN 2x6 NO.2 SYP
<br />DIAGONAL BRACE TO
<br />BLOCKING w/ (6)
<br />10d COMMONS
<br />2x6 NO.2 SYP DIAGONAL BRA
<br />SEE PL,
<br />• UP TO 8FT SINGLE 2x6 ON
<br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRA(
<br />FASTEN 2x6 NO.2 SYP
<br />"T-BRACE" TO DIAGONAL BRACE
<br />w/ 10d COMMONS @ 3" O.C.
<br />ROOF DECK
<br />ROOF TRUSS
<br />OR RAFTER
<br />SUB FASCIA
<br />MOISTURE BARRIER
<br />BY OTHERS
<br />MASONRY LINTEL
<br />PER PLAN
<br />FASTEN ROOF DECK TO
<br />FRAMING @ 3" O.C. ON EDGE,
<br />6" O.C. IN FIELD WITH 8d
<br />RINGSHANKS I
<br />PROVIDE PANEL -
<br />E ;E BLOCKING FOR
<br />N. 1d-DROPPED GABLE
<br />h
<br />I
<br />14
<br />Sfi )W'N ON PLAN
<br />/1
<br />FASTEN (1) SIMPS0r, ONNECTOR
<br />R ACE TO CMU
<br />MU; 1 MASONRY
<br />AND NOr; CRS
<br />B3 GABLE-ANGL - -R,-=CiNG-DETAIL (W/ HGAM10)
<br />1) Mr'�X r� USS SPAC' NG
<br />21 OUTLi:JKERS BL(-CKi' -sL EMITTED FROM
<br />OVEFiiANG PORTION )N )ROPPED GABLE
<br />TRUSSES W12" OR LE
<br />2x4 SYP OUTRIGGER @ 24" O.C.
<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 />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 />MOISTURE BARRIER SHALL BE
<br />PROVIDED BETWEEN MASONRY
<br />AND ALL UNTREATED LUMBER
<br />- GABLE TRUSS TO BOND BEAM W/
<br />META20 @ 48" O.C. W/ MIN (7) 10d x 1-'/2"
<br />(NOTE: IF META20 IS IMPROPERLY
<br />INSTALLED, ATTACH TRUSS TO BOND
<br />BEAM W/ HTSM20 OR MSTAM36)
<br />TOP OF WALL
<br />8'-l" ABOVE
<br />OIL
<br />F.F.E.
<br />I
<br />TOP OF
<br />GARAGE DOOR Y \
<br />6'-l" ABOVE
<br />F.F.E. --
<br />_\
<br />4'-9" ABOVE
<br />--Ilk.
<br />F.F.E.
<br />'
<br />2'-9" ABOVE
<br />i
<br />F.F.E
<br />0'-9" ABOVE
<br />F. F. E.
<br />TOP OF
<br />CURB
<br />F.F.E.
<br />q_OF OPENING
<br />2x6xl2 I
<br />CENTEI
<br />46" DIA. ANCHOI
<br />2x4 PT TOP ,..
<br />2x6 PT BUCK EACH SIDE OF OPENING
<br />- PROVIDE (5) 46" 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 '/2" x �16"
<br />THICK WASHER w/ EACH ANCHOR.
<br />(1st BOLT TO BE 9" MAX. ABOVE CURB.)
<br />GARAGE DOOR JAMB DETAIL
<br />#5 CONT.
<br />(1) #5 BAR AT CORNER
<br />W/ MIN. 25" LAP
<br />#5 CONT.
<br />a
<br />J
<br />in
<br />N
<br />Z
<br />PRE -CAST LINTEL
<br />PER PLAN
<br />FILL BOTH LINTELS SOLID
<br />W/ 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 />I
<br />--
<br />t-- -------------}------ —
<br />I I I S
<br />I I
<br />I I '
<br />I I
<br />I I I
<br />I I I
<br />I I
<br />I I I
<br />I I I
<br />PRECAST LINTEL SEE
<br />SEE PLAN - rt— PLAN
<br />I I
<br />EXTEND REINFORCING TO
<br />I
<br />END OF PIER W/ 6" BEND TO
<br />LAP WALL REINFORCING AS
<br />I I I
<br />SHOWN.
<br />MIN (2) SOLID FILLED &
<br />REINFORCED CELLS W/ 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 />I I
<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 />II III I I
<br />I II I
<br />CONCRETE
<br />FOUNDATION WORK
<br />TOP OF FINISH PER PLAN
<br />FLOOR SLAB
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<br />7` I
<br />I I
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<br />/ --- T
<br />GARAGE SHEAR PIER
<br />- (1) DIAGONAL BEAU_ Pr
<br />/
<br />OPPOSITE SIDE OF VVEB�
<br />APPROXIMATE 45 ANGLE NO LESS
<br />CON
<br />CL;, n Y r
<br />,'
<br />-j6" MAX
<br />J6" MAX
<br />'6
<br />j6" MAX
<br />�6" MAX
<br />6"
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<br />i i!AI' j' T`2!,,SSES
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<br />SUITE 100,JACKSONVILLE, F 3 1
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<br />NEEDING'.' �' IN', ON :!'E !NDIVI' ,,; Al_ RAJ.,., DE_ A;'.S ?., 'U r. K `Rt t`_ ENGINEER.
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<br />f.�_',.�Er'E BRACING;
<br />_ SCAB Ji (A
<br />r.: (2)2x4*
<br />WEB V14 ,� , � �> ,, ix` (1 2x6 � W
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<br />IN i'JiI-.UAL LJ R. 1•ll,� IMAY r•t_ USED WHEN CONTINUOUS LATERAL >=
<br />FEU i RAiNT i( --Pr C IFIED N ?IRE SS DESIGN BUT AN
<br />SC`B BR F"N -I'Cl .4L ERNATIV'E'`�F� �L: '1�7i101) I 'SIRED. O U/
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<br />St_ E 1IVALI_ SECTION) O PE on the date and/or time stampIll-
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