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)ocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91 A IDE '391 D55
<br />TOE -NAIL MIN 2x4 N( SYP 1` 1.
<br />BETWEENTRUS` "OP Cl!
<br />(3) 10d COMMONS
<br />F STEN2x6NO,2SYP-
<br />GONAL BRACE TO
<br />BLOCKING w (6)
<br />10d COMMONS
<br />2x6 NO.2 SYP DIAGONAL BRAG
<br />--
<br />SEE PLAN
<br />• UP TO 8FT SINGLE 2x6 ONLY
<br />• UP TO 20 FT, 2x6 W/ 2x6 F-BRACE
<br />FASTEN 2x6 NO 2 SYP
<br />7-BRACE" TO DIAGONAL BRACE
<br />W/ 10d COMMONS (g Y 0 C,
<br />3t P;.',I L I DGES
<br />JI )F (-,ABLE
<br />;S IDGI'WISE
<br />0t AT'10SE)
<br />I DECK —
<br />FASTEN ROOF DECK TO
<br />FRAMING @ 3"O.C. ON EDGE,
<br />6" O.C. IN FIELD WITH 8d
<br />RINGSHANKS
<br />PROVIDE PANEL
<br />EDGE BLOCKING FOR
<br />NON -DROPPED GABLE
<br />2x4 SYP OUTRIGGER @ 24" O.C.
<br />CLIP TO GABLE TOP CHORD WITH
<br />(1) H 2.5T w/ (10) 8d x 1 -'12"
<br />2x4 NO.2 SYP BLOCKING BETWEEN
<br />OUTILOOKERS. FASTEN EACH
<br />BLOCK TO ROOF DECK WITH 8d
<br />COMMON (9 3" 0 C.
<br />GABLE TRUSS
<br />MOISTURE BARRIER
<br />BY OTHERS
<br />8'-0" OR AS SHOWN ON PLAN
<br />IF,, !GAM10 BRACE CONNECTOR
<br />/I DIAGONAL BRACE TO CMU
<br />BRIER BETWEEN MASONRY
<br />Nt .JMBER BY OTHERS
<br />63 GABLE N, E 3RACING DETAIL (W/ HGAM1 0)
<br />P� O.C.
<br />2 1, L( I b CLIPS MAY BE OMITTED FROM
<br />RI N )p TAIL FOR NON -DROPPED GABLE
<br />js�: ERHANGS.
<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 W1
<br />META20 @ 48" O.C. VV/ MIN (7) 10d x 1-/,"
<br />(NOTE: IF META20 IS IMPROPERLY
<br />INSTALLED, ATTACH TRUSS TO BOND
<br />BEAM \A// HTSM20 OR MSTAM36)
<br />I I im
<br />BOND BEAM
<br />REINFORCEMENT
<br />LU
<br />(SEE WALL SECTION)
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<br />:.-,UND BEAM
<br />LU
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<br />LINTEL REINFORCEMENT
<br />8 F -1 - *—DEPTH OF LINTEL ASSEMBLY "d"
<br />R!
<br />LINTEL ASSEMBLY
<br />#5 BOTTOM BAR TO EXTEND
<br />NO LESS THAN 1" BEYOND
<br />A'-.
<br />t INTEL SEE PLAN.
<br />BEARING AT EACH END
<br />GROUT FILLED LINTEL ASSEMBLY
<br />8" PRECAST LINTEL. SEE PLAN.
<br />8F-#
<br />8F-1-#
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<br />:C1
<br />OJT
<br />Ll_
<br />T ION?
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<br />)W BOND
<br />L L
<br />ILLED OR
<br />8U8
<br />M
<br />iE Fit ED
<br />W SEE PLAN.
<br />8U8
<br />PRE -CAST LINTEL OPTIONS
<br />ROOF DECK
<br />ROOFTRUSS
<br />OR RAFTER
<br />SUB FASCIA
<br />MOISTURE BARRIER
<br />BY OTHERS
<br />MASONRY LINTEL
<br />PER PLAN
<br />TYPICAL PORCH SHEATHING DETAIL
<br />AT MASONRY EXTERIOR WALL
<br />(THIS DETAIL IS REQUIRED AT ALL COVERED
<br />PORCHES UNLESS NOTED OTHERWISE)
<br />8'-1" ABOVE
<br />F.F.E.
<br />TOP OF
<br />GARAGE DOOR
<br />6'-1" ABOVE
<br />F.F.E. OL
<br />4'-9" ABOVE
<br />FF.E
<br />2'-9" ABOVE
<br />2x6x 12 PT -
<br />CENTER BUCK
<br />( OF OP T ING
<br />DIA. ANCHOR I/
<br />2x4 FIT TOP BUCK--/
<br />2x6 FIT BUCK EACH SIDE OF OP INING
<br />PROVIDE (5) �," DIA. J-BOLT OR LARGE
<br />DIAMETER SCREW ANCHOR W/ 5 1/2"
<br />EMBEDMENT AT EACH DOOR BRACKET,
<br />EACH SIDE OF DOOR. PROVIDE 1 %" X �16"
<br />0'-9" ABOVE
<br />THICK WASHER wl 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 />#5 CONT.
<br />(1) #5 BAR AT CORNER
<br />W/ MIN. 25" LAP
<br />#5 CONT.
<br />7
<br />PRE -CAST LINTEL
<br />PER PLAN
<br />_j
<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 />E
<br />0
<br />0
<br />C)
<br />1) [)i4.G(_)N,/AL PIER (10) TRl..iSSE S AP LIB D TO
<br />PP'\DSITF, SIDE OF �%PjEBS. DIAGC'ji'1IP,;_ BRACE APPLI'LED AT
<br />> 0
<br />0
<br />I F . R
<br />1-0 NO LESS THAN �*_�,� TP,LlSSE&
<br />!N
<br />N
<br />CD 0
<br />c:
<br />A PEX
<br />I
<br />I! CONTINUOUS LATERAL RFSTRA!;N._T
<br />-C
<br />00 Cry
<br />QUANTITY AND LOCA-Ir
<br />DN
<br />114- t�
<br />'DEFINED BY TRUSS SHOPDRAWING.
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<br />Cr) 1,00
<br />Adva
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<br />APPLIED TO EITHER 11FLA"'iERALRESTRAINT MUST BE I U_ AIIIIIII& Apwaho It-
<br />JF
<br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE,
<br />DO SO WV OVI-IRLAPPING LU
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<br />true design studlos
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<br />C) 4-
<br />9000 REGENCY SQUARE BLVD.
<br />< SUITE 100, JACKSONVILLE, FL32211
<br />TRUSSES NEEDING BRACING
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<br />CD
<br />4_1
<br />1 ATERAL BRACING LILI
<br />1 ALL RESTRAINT LUMBER SHO'J\JN BE 2x4 NO 3 SPFOR BETTER (LINO, cn
<br />2. SHOULD A SCENARIO ARISE THAT 1-%oES NOT REcEMBI E THOSE INDICATED ABOVE, IMMEDIATELY . � I a)
<br />CONTACT THE ENGINEER OF RECC'RU FOR APPROPRIATE U)
<br />BRACING DETAILS 11HOMN (D
<br />3. BRACING LUMBER -SHALL INT 1 HE VVEBS OF THE SRACED T RUSS AT LOCATIONS INDICATED AS
<br />IN I-: F! 1 N i B RACi !G ON 7 tHil- 1 NE.); V: D:_,lAL 1_R U SS FAC FAi LS PRODUCED BY THE 'FRUSS ENGINEER
<br />> 1& 6%, g 1gow", 'gq "I"'a
<br />4 A!.,,. ARE 131 x3': LONG (UNO'j,�` m A` 120 12
<br />AfiS 5---0. jm-l"A
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<br />W, \1 111&410\� A, 1 10 6404 "1"
<br />13 DE _D PER E'CS 1-1-13, 2007. ILL!
<br />INWD2US LATERAL RESTRAINT WEB
<br />U)
<br />6" MAXI6'
<br />BRACE SUBSTITUTE
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<br />B Mt l`vr,,.,3 ER SPECIFIED ALTERNATE BRACING
<br />z0
<br />CLR TOR L SCAB
<br />LLj
<br />2x4 ROW 2x4 (1)2x4
<br />(D
<br />2x4 ROWS 2x6 (2)2x4*
<br />RAC' E F A S T 4E: D- Tr
<br />LU
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<br />2xPj �X44
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<br />2x8 1 ROW 2X6 (1)2x8 0-)
<br />2x8 2 ROWS 1 2x6 (2)2x r-
<br />FASTENED T(7) L0 L-BRA"-,-
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<br />fVEi `VV/10dAT6"1)
<br />0
<br />SINGLE TRUSS BRACING O co
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<br />1 iNlDiVIDIUAL ivA/EB BRACING MAY BF . USFr U) UJ
<br />WHEIN CO.NTINI IOUS LATERAL
<br />CAB BRACE FASTENED 1-0 _ FM
<br />RESTR'.'1!`--Fr (CLR1) IS SPEC'FIED ON A TRUSS DESIGN BUT AN
<br />S
<br />ALTERf EBB BRACIiNG IS (DESIRED. w
<br />NET - B V\.// 10 d A T C.' O.0
<br />I DIVID_ALVB GRACING AY CONSIST OT-BRC i NG, L-BRACING, I OR
<br />zNMAC
<br />2)BRACES ARE
<br />LL
<br />RFQI_1IRF: APPLY (i) BRACF. SCAB BRACING. REFER TO CHART AND DE-,.r-k;'LFOR MORE INFORMATION. LU
<br />ERIAL T ,,PF SIZE, SPECIES, AND iNDIVI[)(_;A1._'LJVEB BRACING MAI 0 BE SAI
<br />VIX '6" 10,1\X TO EACH FACE B
<br />46"MA>t �6' M
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<br />VERTICAL BARS TO EXTEND TO z
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<br />PRECAST LINTEL SEE LL
<br />PLAN LOT 003-02-A
<br />SEE PLAN <
<br />EXTEND REINFORCING TO C)
<br />END OF PIER W/ 6'! BEND TO z
<br />LAP VAJALL REINFORCING AS
<br />0 PROJECT NO:
<br />MIN (2) SOLID FILLED &
<br />0
<br />2020.001721
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<br />REINFORCED CELLS W/ NO.5
<br />VERT. BAR ADJACENT TO z DRAWN:
<br />GARAGE DOOR OPENINGS. C) KG
<br />LLJ
<br />CHKD:
<br />N10.5 VERT. BAR IN FILLED
<br />EAF
<br />CELL AT EACH END OF PIER x
<br />LL1 LLI
<br />a_
<br />NO 5 DOWEL TO MATCH EACH < <
<br />SOLID FILLED & REINFORCED x C)
<br />CELL EXTENDING FROM FOOTING < co
<br />� \N LA U).
<br />TO LAP WALL REINFORCING %
<br />V%I/ MIN 25" LAP UNLESS NOTED E AJ(D
<br />OTHERWISE ON DOWEL & LINTEL ,3 z
<br />10
<br />0
<br />PLACEMENT PLAN. MIN 6" BEND 6
<br />w 8c&%Ad by:
<br />AT BOTTOM.
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<br />0
<br />CONCRETE
<br />STATE OF 1J
<br />FOUNDATION WORK LLI c/)
<br />TO" OF FINISH
<br />LPER PLAN
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<br />ORSIAB < z
<br />A
<br />V) fill
<br />02-25-2020
<br />LLI
<br />0 REVISIONS: LCIOLI
<br />ILL
<br />< No. Description Date
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<br />14"" rjA U 10I,11 P TAL CONNECTOR ENGINEERING
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