|
OocuSign Envelope ID: 80F120FA-2DA7-4870-B30E-7E2284B2F2DD
<br />i
<br />MOISTURE BARRIER -
<br />BY OTHERS • '
<br />I
<br />r --
<br />TYPICAL PC
<br />(THI 14
<br />I Pc"l
<br />TOE -NAIL MIN 2x4 NO 2 SYP HI )(_
<br />BETWEEN TRUSS TOI' Cllr)RE
<br />(3) 1'. COMMc:,NS I H E'
<br />FASTEN 2x6 NO 2 SYP - -
<br />DIAGONAL BRACE TO
<br />BLOCKING, wl (6
<br />10d COMMONS
<br />2x6 NO.2 SYP DIAGONAL BRACE
<br />SEE PLAN
<br />• UP TO 8FT SINGLE _ x6 ONLY
<br />• UP TO 20 FT. 2x6 W/ 2x6 T-BRACE
<br />FASTEN 2x6 N(. :' SYP -
<br />"T-BRACE"TO DIAGONAL 1,RAC E
<br />w/ 10d COMMONS C: O C.
<br />8'-1" ABOVE
<br />F.F.E.
<br />ROOF DECK
<br />IzZ.r
<br />ROOF TRUSS
<br />TOP OF Ilk
<br />OR RAFTER
<br />GARAGE DOOR 1-7
<br />'-
<br />6-1" ABOVE
<br />!PL CONNECTION PER
<br />F.F.E.
<br />YF WALL SECTION
<br />I.
<br />SUB FASCIA
<br />- :.:
<br />4'-9" ABOVE__
<br />9
<br />4.
<br />o
<br />MOISTURE BARRIER
<br />BY OTHERS
<br />2'-9"ABOVE
<br />MASONRY LINTEL
<br />F.F.E. _
<br />PER PLAN
<br />i
<br />�EATHING DETAIL
<br />RIOT ,VALL
<br />�T, t COVERED
<br />CD ( I IERWISE)
<br />.,rr'J1
<br />J4 C
<br />)S:- EL
<br />(;, FL
<br />%01
<br />E
<br />S, '.
<br />HGAM10 BRACE CONNECTOR
<br />F
<br />UM DIAGONAL BRACE TO CMU
<br />RE
<br />-�RRIER BETWEEN MASONRY— -- -
<br />, N-1
<br />, UMBER BY OTHERS
<br />GAB
<br />E
<br />N� LE
<br />BRACING DETAIL (W/ HGAM10)
<br />—
<br />-
<br />-
<br />(B3r_
<br />v 1, MAX
<br />IS
<br />) C
<br />- 2) 1Ti
<br />4
<br />IN
<br />CLIPS MAY BE OMITTED FROM
<br />( ✓EF
<br />T(
<br />)E TAIL FOR NON -DROPPED GABLE
<br />1;2U5
<br />11
<br />1 :
<br />OVERHANGS.
<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 />A
<br />(LOF OPENING
<br />2x6x12 I
<br />CENTEF
<br />-1
<br />48' DIA. ANCHOI
<br />2x4 PT TOP �.,.,.
<br />2x6 PT BUCK EACH SIDE OF OPENING
<br />PROVIDE (5) 48' DIA. J-BOLT OR LARGE
<br />DIAMETER SCREW ANCHOR w/ 5 %"
<br />EMBEDMENT AT EACH DOOR BRACKET,
<br />EACH SIDE OF DOOR. PROVIDE 1 '/2' x 116'
<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. - —7
<br />GARAGE DOOR JAMB DETAIL
<br />#5 CONT. --� PER PLAN LINTEL
<br />(1) #5 BAR AT CORNER
<br />W/ MIN. 25" LAP
<br />#5 CONT.
<br />IN
<br />v
<br />a
<br />LO
<br />N
<br />z
<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 />SEE PLAN
<br />I I I
<br />I I I
<br />I I I
<br />I
<br />I I I
<br />I I I
<br />I I I
<br />I I
<br />I I I
<br />I I I
<br />I I I
<br />I I I
<br />I � I
<br />I I
<br />I
<br />I
<br />I
<br />I I I
<br />I — r
<br />I I I
<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 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.
<br />iI CONCRETE
<br />FOUNDATION WORK
<br />_ PER PLAN
<br />/X/
<br />I I I
<br />I I I
<br />I I I
<br />I I
<br />I I I
<br />—I— — —---- — --— — — --- --
<br />I I I
<br />I I I \ \
<br />GARAGE SHEAR PIER
<br />(1) DIAI_�ONAL
<br />BRACE PER 11O'i TRUSSES APr U�D TO i
<br />i OPPOSITE SIDE OF WEBS DIAGONAL BRACE APPLIED AT
<br />APPROXIMATE 45 ANGLE: TO NO LESS THAN (3) TRUSSES
<br />I II !I
<br />;NTINUOUS LATERAL RESTRAINT
<br />(CLRi. QUANTITYAND LOCATION
<br />DEFINED BY TRUSS SHOP DRAWIN(
<br />li li II I
<br />�I
<br />APP:_IED?O EITHER i; IF LA-ERAL RCS'FRA!NT MUST
<br />SIDE OF'aVEB S M.ADF. OF MORE: THAN ONE PIE
<br />DO So WITH OVERLAPPING
<br />BRACTS LIK.L THIS (TYP
<br />�F,.�
<br />j li j'� E_VER'o' JIiERLi Ii '
<br />o
<br />co
<br />I >
<br />N I I V
<br />O
<br />I N O
<br />� APEX z
<br />1100
<br />C O
<br />�. T. I N
<br />1
<br />6E �
<br />CN
<br />I co Z:z
<br />I I L-
<br />t S
<br />IILd d
<br />true design studios
<br />z
<br />0
<br />U 9000 REGENCY SQUARE BLVD.
<br />LATERAL BRACING - MULTIPLE TRUSSES ¢ SUITE 100, JACKSONVILLE, FL 32211 vi
<br />r O
<br />A: L RI , , H >.i.':1 L U M b I R K)WN SHA; . BE_ 2x4 N0 3 SPF �_7F; BE � TER T (UNO). �
<br />O
<br />Si IU•.." h A A ' i° NARIO RI`:L TH,> CO' NOT n, `,EMBLE TI iOSI- INDICATED ABOVE, IMMEDIATELY O �
<br />CON' i P", f I t IC LNGINLER k.* RE;-ORL; I )R r1PPHOPRIATE. BRACING DETAILS. w C
<br />3 SP-.�_:':NC; 1. UMF•I_FIt= R S}IALL i!i"fERSF CT ' 1VF8,: OF THE BRACED TRUSS AT LOCATIONS INDICATED AS L_ CY
<br />_
<br />NI ( )lia BRA(_ ING ON THC INDiVIDUAI �R1)SS DETAILS PRODUCED BY THE TRUSS ENGINEER. � N
<br />4. A! r=A STENE hS SHOWN FARE 1�1 x '' I CiNG ;UNcl) � 016HOMON N
<br />5 Ul �,IC��dFI" f"F R BCS1-Fi' :": ;l. Q
<br />> AwkAs
<br />I
<br />00
<br />MAX
<br />1 R,LISSI='3 NEEDING BRACING
<br />-GRACE FASTENED TO
<br />k Wl 10d AT 6" O C
<br />- 1.-HRACE FASTENED 10
<br />VjI_b W/ 10i A T C3" O C•
<br />":;'(G F3R/,CF f ASTENED i ::)
<br />,IF- ;71 BRAG_-) ARE
<br />RL-QUIREU_ APPLY (1,
<br />MAX T' ' E-i,CII FkIE: OF VVEB.
<br />LU
<br />CONTINUOUS LATERAL RESTRAINT WEB �I! zz
<br />BRACE SUBSTITUTE �I Q
<br />WEB MEMBER SPECIFIED _ALTERNATE BRACINGII -_
<br />i CLR
<br />_TORE SCAB
<br />2x. 1 ROW 2x4 (1)2x4 II i-
<br />2x4 2 R0VVS 2x6 (2)2x4` Z
<br />_ _ --- --
<br />2x6 f 1 ROW 2x4 (1)2x6 w
<br />2x6 2 ROWS 2x6 i?)2xu" I; 0
<br />?xP 1 ROW 2x6 (1)2x.8 j w
<br />2xt, 2 Rows 2x6 (2)2.x6` II �
<br />O
<br />C3
<br />SINGLE TRUSS BRACING
<br />_ L \
<br />' IIVDi •;"!i:,U,�.l_',VEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO
<br />RLS1%AiN ;Ct_R1 iS SP ECIFIED ON A TRUSS DESIGN BUT AN '
<br />AL 1 i.I;:NA"FIVE WEB BRACING METHOD IS DESIRED. O
<br />!",DI•, -!DUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING. OR z W
<br />SCAP !!RACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U)
<br />3 INDIVIDUAL WER BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND w
<br />GRP-DE AS VVEB TO BE BRACED. w
<br />-T
<br />I
<br />BOND BEAM
<br />RLINFORCEMENT
<br />LU
<br />I__,
<br />(SL:I- WALL SECTION
<br />o
<br />_'
<br />; _:--
<br />- FILL SOLID TO BOND BEAM
<br />0''
<br />W
<br />W
<br />(n
<br />,
<br />I)EP 7 H OF LIivTEL
<br />!
<br />ASSEMBLY 'd"
<br />I'
<br />UN7EI_ ASSENI;i!_Y'
<br />i
<br />L— - -
<br />---;z„ F,PE,'AST UNTT:! Scar PLF.N
<br />e
<br />- DOND 13: Afvi
<br />REINFORCEMENT
<br />r"
<br />,
<br />(SEE_ WALL SECTION]
<br />C,0URSING BELOW BOND
<br />E• AM MAY SE FILLED OR
<br />' INFiLI-i 1)
<br />i
<br />q
<br />' -`--
<br />- - L11\11EL MAY CIE FILI_E_I)
<br />(_)R UNFILLED
<br />W Pr'ECAS1 L!NT-.I_ SFE PLAN
<br />8U8
<br />- Z w
<br />00 Uj ow
<br />w F—
<br />w Q
<br />w
<br />z Q O
<br />0 > Q ¢
<br />Z W w
<br />W
<br />o � J W
<br />o d■
<br />W W
<br />LL x
<br />z
<br />o z
<br />- BOND BEAM ¢
<br />REINFORCEMENT
<br />w
<br />(SEE WALL SECTION)
<br />H
<br />�i IZ z
<br />��-- FILL SOLID TO BOND BEAM O a
<br />U U_
<br />" LINTEL REINFORCEMENT J
<br />Abbott Park ¢
<br />O U
<br />i' LOT 015-02 0
<br />8 CIO
<br />F -1 - # -� DEPTH OF LINTEL ASSEMBLY "d" ¢
<br />j-- #5 BOTTOM BAR TO EXTEND U
<br />NO LESS THAN 1" BEYOND Z
<br />BEARING AT EACH END }
<br />0
<br />GROUT FILLED LINTEL ASSEMBLY PROJECT NO:
<br />- ---- O
<br />- - - --- - - 8" PRECAST LINTEL. SEE PLAN. O 2020.005372
<br />8 F -1 -# = DRAWN:
<br />~J DO
<br />w CHKD:
<br />~ EAF
<br />w
<br />Q_
<br />`�II1111111/��
<br />��- %N LAN
<br />�% J5 .....••
<br />.•'\G E N S •.'Q �i�
<br />ca i •' �. F '. i� _
<br />•.
<br />w : * N�ocluigned bye,
<br />Z _
<br />O� r
<br />w �i-,TLE LCF : �`
<br />.• ,,
<br />�i X`
<br />�,, Z
<br />Zi,,/p"N"AL �, -
<br />V% �/Ilill/l//l,
<br />0 07-02-2020
<br />H
<br />U REVISIONS:
<br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description- Date
<br />U)
<br />- U)
<br />1 O
<br />O
<br />U b
<br />w
<br />x
<br />w ST 6*
<br />Q �
<br />CMU/METAL CONNECTOR ENGINEERING
<br />
|