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)ocuSign Envelope ID: C1150073-72E1-4C6A-B7BF-94DA94F55BB3
<br />2x
<br />J"
<br />TO
<br />\
<br />2x4 SPF (MIN) BLOCKING
<br />BETWEEN EACH TRUSS.
<br />TRUSSFASTENTO
<br />BEAM w/ 10d
<br />@ 4" O.C.
<br />BE
<br />T
<br />_
<br />UPLIFT
<br />CONNECTION PER
<br />TYP WALL
<br />38" OR THICKER CDX
<br />OR OSB FASTENED TO
<br />\
<br />\
<br />TRUSSES,RAFTERS
<br />OR BLOCKING W/8d
<br />COMMONS @ 3"
<br />_ PORCH BEAM
<br />EDGE, 12" FIELD.
<br />— —
<br />PORCH BEAM TO POST:
<br />(1) MSTA24
<br />POST TO SLAB:
<br />ABU POST BASE ANCHOR
<br />OR DTT2Z
<br />SHEATHING DETAIL
<br />(UNLESS NOEDO ERWI )
<br />T ALL COVERED PORCHES
<br />E.
<br />TRUSSES PARALLEL TO WALL:
<br />4 SPF (MIN) NAILER FASTENED
<br />DBL TOP PLT W/ 10d @ 3" O.C.
<br />PERPENDICULAR TO WALL:
<br />2x4 SPF (MIN) BLOCKING
<br />EACH TRUSS. FASTEN
<br />O DBL TOP PLT W10d @ 4" O.C. �1`
<br />SEE TYP
<br />WALL
<br />TYPICAL PORCH
<br />THIS DETAIL IS REQUIRED A
<br />UNLESS NOTED
<br />8'-1"ABOVE
<br />__ -_
<br />F.F.E.
<br />TOP OF OIL
<br />GARAGE DOOR
<br />6'-1" ABOVE
<br />F.F.E.
<br />1" DIA. ANCHOi
<br />4'-9" ABOVE
<br />F.F.E.
<br />2'-9" ABOVE
<br />F.F.E.
<br />n
<br />4 OF OPENING
<br />2x6x12 I
<br />CENTEi
<br />2x4 PT TOP UullrN
<br />2x6 PT BUCK EACH SIDE OF OPENING
<br />PROVIDE (5) 48" DIA. J-BOLT OR LARGE
<br />/ DIAMETER SCREW ANCHOR w/ 5 '/T'
<br />EMBEDMENT AT EACH DOOR BRACKET,
<br />EACH SIDE OF DOOR. PROVIDE 1 '/2' x �16"
<br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR.
<br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.)
<br />TOP OF
<br />CURB
<br />F.F.E.
<br />GARAGE DOOR JAMB DETAIL
<br />BOND BEAM
<br />REINFORCEMENT
<br />J _ __ (SEE WALL SECTION)
<br />o _
<br />w - FILL SOLID TO BOND BEAM
<br />W
<br />w
<br />U) r
<br />8 F - #— DEPTH OF LINTEL
<br />ASSEMBLY "d"
<br />GROUT FILLED LINTEL ASSEMBLY
<br />8" PRECAST LINTEL. SEE PLAN.
<br />•
<br />BOND BEAM
<br />REINFORCEMENT
<br />(SEE WALL SECTION)
<br />COURSING BELOW BOND
<br />BEAM MAY BE FILLED OR
<br />i � f UNFILLED
<br />sus
<br />LINTEL MAY BE FILLED
<br />OR UNFILLED
<br />8" PRECAST LINTEL. SEE PLAN.
<br />8U8
<br />BOND BEAM
<br />REINFORCEMENT
<br />uJ _ (SEE WALL SECTION)
<br />LI
<br />uJ FILL SOLID TO BOND BEAM
<br />U
<br />W
<br />LU
<br />LINTEL REINFORCEMENT
<br />~o
<br />� o a
<br />8 F -1 - #—DEPTH OF LINTEL ASSEMBLY "d"
<br />#5 BOTTOM BAR TO EXTEND
<br />NO LESS THAN 1" BEYOND
<br />BEARING AT EACH END
<br />GROUT FILLED LINTEL ASSEMBLY
<br />8" PRECAST LINTEL. SEE PLAN.
<br />8F-1-#
<br />TYPICAL PRE -CAST LINTEL OPTIONS
<br />%
<br />ri I(
<br />' ..'! 4T
<br />K/Ii, i. M1 "vN'G!.L: 'f (` N(...i=`_:`.
<br />UtJ,:�.'N i IT1' AND I. Uf' ,,.I:1, N
<br />� � UL-.I !NECa i3`, -i l�tli;,;;3 SHOP I �i� ��Jd'ii•J(7
<br />it APPI It �l T(1 Ei ffl.f Ii I ',iE•t:'V RE
<br />SiD( C f VJEC3S I rii: [)C OF MOP,
<br />L)osoW!,r10
<br />I �• I
<br />II li
<br />'6" MAX
<br />�6� MAX
<br />I
<br />�I
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<br />I ij!
<br />I
<br />Iil
<br />l'
<br />I
<br />MAX i
<br />j ;h'
<br />----------
<br />o A T E RAL BRACING -• MULTIPLE TRUSSES
<br />MA1/1
<br />i Lilydi( LF' Si I()VVN ; i ii .Ll Lei. '_ x4 NO SPF OR BETTER, (UNO).
<br />SI 1QULT) A S(=L ARISi_ I H/% U( —S fail:-i RESEMBLE THOSE INDICATED ABOVE; IMMEDIATELY
<br />(_:(;N"fACT I HE LNGINFER 017 REC:URD FOR APPROPRIATE BRACING DETAILS.
<br />BRACING LUMU3> P SHALL INTERSECT *THE WEBS OF THE BRACED TRUSS AT t-OCATIONS INDICATED AS
<br />NEEDING BRACING ON THE INDIVIE,U/,I_ TRl ISS DETAILS PRODUCED BY THE TRUSS ENGINEER.
<br />ALL FASTENERS SHOVJN ARE, 1; 1" r.:'," LONG (UNO).
<br />DES, IGNi_D P C R BC, SI-B3 2C07.
<br />T BRACE I A`'T' FNED TO
<br />`:JI:P, W1, 100"Cl' ;:" PLC:
<br />L f k. F?`-;`rf U.n f O
<br />'If ;�) i!PAC.LS 1,f
<br />f F0;'IIf;ED APPLY (1) BRACL
<br />Mv, I'• i'A ;Ii Fr'I F: VF `J.`LB.
<br />OF' OF FINISH
<br />FL-0— , SLAE.
<br />CONTINUOUS LATERAL RESTRAINT 1NE8
<br />II'
<br />BRACE SUBSTITUTE
<br />^J, [t
<br />P✓i;,�1BEEi 'I SPECIFIED
<br />ALTERNATE BRACING
<br />S17F CLR
<br />- — --
<br />1 TOR L
<br />-- -
<br />SCAB
<br />2x4
<br />,I 1 ROW
<br />2x4
<br />(1)2x4
<br />2 ROWS
<br />2.x6
<br />(2)2x4*
<br />-- -
<br />I ROW
<br />2x4
<br />(1)2x6
<br />ZxE
<br />2 RO'JUS
<br />2x6
<br />(2)2x4*
<br />r
<br />---I--- - -' --- -
<br />1 ROW
<br />2x6
<br />� �
<br />(1)2x8
<br />2 F:ONJS
<br />_ 2xv
<br />(2)2x6*
<br />SINGLE TRUSS BRACING
<br />INDIVIDUAL. WEB BRACING MAY Bl: USED WHEN CONTINUOUS LATERAL
<br />Pi ,TR,;!NT ;(-;LN) IS SPE CI!-iE:.D ON A TRUSS DESIGN BUT AN
<br />+, l !__tPHA71'�E 1NEB BRACIN:S ?VIE. i HOD IS DESIRED.
<br />!NDIVIP? iAL. VJElj BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR
<br />REFER TO ("HART AND DETAIL. FOR MORE INFORMATION.
<br />If;:�iViU1JAL'V'di 8 BRACING MATERIAL. TO BE SAME SIZE, SPECIES, AND
<br />AS ;^JC:B TO BE BRACED.
<br />-- -- - -- --- -- VERTICAL BARS TO EXTEND TO
<br />TOP OF WALL AS SHOWN. MIN
<br />6" BEND INTO BOND BEAM
<br />i
<br />/ I
<br />I
<br />GARAGESI�:AI^? PIER
<br />PRECAST LINTF I_ 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 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 />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.
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<br />PROJECT NO
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<br />REVISIONS:
<br />No. Description Date
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<br />CMU/METAL CONNECTOR ENGINEERING
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