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car 2.43 LIC.: t
DRAWLNG NUMBER
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i /4,�f/ .- 7 /aA'% ,,,, ,e/ o,(:' /r...4 wwg 7 '
FASCIA
} 3/8V
MM.)
1.125 "0.D.� BOLT
.065'
.CALL
103 7`5 "0. D.
5
WALL --
3/ " O
TERU
BOLT.
3/
STAR
LOXIN
ANCHOR
FASCIA
A- COL.
#8 LMS.
@ 6 "cc.
CORNER DETAIL
* 10" VAX. OVERHANG
TYPICAL.
PROJ. ROOF BM.
7'- 4" TYPE I
8' - 11" TYPE II
10'- 5" TYPE III
�
1w, p pn 1..2324 .090" �? 12 "
EI' l T L .090" .125"
`' 1 .052" `D .052" ,- i_.052“
A- � f . — • 1 9 0 "1 J1 ,_.€ .125"
F. 1.501 1.1.50"
,0e0" FOLDED
PLATE CHELBACK
AI.:. COLLliRS. -�
#8 sMs.
7c #8 sus. @ EA. BEAM
ROOF PANEL
AND BEAM
1
I
0
x �
ROOF
0
' PATIO
I
� � LI
l
7 ,_ 0 „
5'- 8"
5' 0"
TYPE 'I' TYPE 'II: TYPE'➢I'
ROOF BEAMS
HEADER
__,e
#'11;c: BOLTS/Nurr HEADER
EA. PANEL
THRU BOLT
.C62 "x1" LONG FLATS
-CENTERED OVER INTERIOR
COLUMNS
L
r 8 "x ,7-7-77,-
" G T ,F T a. " CONC. SLAB W/6 "x6 "#10 MESH.
� I/ #5 CROSS SECTION
CONT.
ANCHORS
/5/16 DIAMOND
FANNER DRIVE
NAILS @ 10 "CC.
OR
1 /4 "0 LAG SCRS.
IN WOOD C 12"
CC. IN 2 "(NOM)
MIN.THICKNES
HINGE MATERIAL. 1
MIN.FENETFATION.
TLEE COL.
ISOMETRIC VIEW
ROOF SPAN AND COLUMN SPACING SCHEDULE
PATIO
475"
`. 50" 2.0" 0 is5( 2. 1 459"
�7" •75 �,
.19" 1
5'
89_ 5, _ 8
5 ,_ 0 1' 5 ,_ 0 "
< l { Y
4. �
TYPICAL PANEL .025"
(L E T •'A'
SIDE V NCR
VALANCE 7
4-
10"
4.25"
SCROLL COLS.
2 -1 "SQ. TUBES .064"
WALL.
DET. 'A'
•575!..,-
.025 "BANELS INSERT
CROSS SECT. OVER ROOF
#8 SMS. @ 12" C.C.
( -ROOF PANEL
1 1 H.312"
C.� - .050 "TYP
. +j • o62" —'- .
TYP. p
1 "t"'1
HEADER MOUNTING
HINGE
ROOF BEAM
CORNER DETAIL
.31 "0
TYP.
GENERAL 1jOTES
DIMENSIONS ARE MAX. LESSER DIMENSIONS MAY BE USED.
DESIGN CRITERIA
DATE
NO
ISSU
DESIGN LOAD
TEST LOAD
ALUMINUM ALLOY OF COMPONENTS;
ROOF PANELS 3003-H14
HEADER 606 - T5
FASCIA BEAN 6065 -
TRAILER HINGE 6063 -T5
SIDE VALENCE 6o63_T5
ROOF BEAMS 6063 -
COLUMNS,TUBES 6C63-.T5
BOLTS 2024 -T4
SCREWS, STAINLESS STEEL OR 2024 -T4
THE NU -VUE 'SEBRING' PATIO AWNING WAS DESIGNED
AND TESTED IN ACCORDANCE WITH THE METROPOLITAN DADE
COUNTY BUILDING AND ZONING DEPARTMENT POLICY FOR
PLANT PRODUCED PREFABRICATED RIGID AWNINGS, CANOPIES
AND CANOPY SHUTTERS, DATED OCT. 10,1960, BASED ON
THE SOUTH FLORIDA BUILDING CODE.
IT SHALL BE DETERMINED THAT THE EXISTING STRUCTURE
CAN SAFELY SUPPORT THE LOADS IMPOSED BY THE AWNING.
NU— VUE INDUSTRIES , INC.
1053 E.29 ST.
HIALEAH
CARR SMITH 8i ASSOCIATES
3920 N.W. 2? TH. SERE ET, MIAMI, FLORIDA
C O N S U L T I N G EN G I N E E R S
DATE 5- 65 jDRA *N G.TIDESIGN C. S.ICHECK H .W.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AT SITE BEFORE PROCEEDING WITH WORK
.062 "TYP.
SIDE
VALANCE
(JAN_ D , LOJT-
DATE REVISION
FLORIDA
FILE NO.
6364
SEBRING PATIO AWNING
30 P.S.F.
6o P.S.F.
SHEET NO.
r--- .090 " *" X2 7 �• -
co,
• ..052" 'o .052" .:
FASCIA
C
3/
� ,e 'r1RU
.12f'1 0.D. BOLT
WALL
1.375"O.D.
.065'
WALL
3/
TERU
BOLT.
3/ 0\
STAR '
LOXIN
ANCHOR
CORNER DETAIL
FASCIA
COL.
#8 SMS.
@ 6 "CC.
10" A.4X. OVERHANG
TYPICAL.
PROD. ROOF BM
7'- 4" TYPE I
8 11 "_ TYPE II
10 5"_j TYPE III
TYPE 'I' TYPE '11' TYPE '111'
ROOF BEAMS
1.5
.Oeo" FOLDED
PLATE CANELBACK
COLLIcLS. -�
#8 SMS. 0 EA. BEAM --
ROOF PANEL.
AND BEAM
— -
ROOF
0
N
7'- 0"
5'- 8"
5'- 0"
2-0 1 2 LT3 /BUTS HEADER
EA. PANEL
- -3/6 9 0 THRU BOLT
HEADER
.C62 9 x1" LONG PLATE
-CENTERED OVER INTERIOR
COLUMNS
r 8 "x R "CON \ " -- 4" CONC. SLAB W/6 "x6 "#10 MESH.
" k5 CROSS SECTION
CONT.
.125" s �e-�
052 90" " '34 L ..50" 2.0" r 0 `Q; 2.0" �' "
' r
2 ..` s�.�
.27" t75 ", .25" i 1 ._447
€ .125" _L 1
.19" 1Q" H
TUBE COL.
ISOMETRIC VIEW
ROOF SPAN AND COLUMN SPACING SCHEDULE
71_ 0"
5' - 8"
5 ,_ 0 "
o- x-375"
ANCHORS
/5/16 DIAMO ?ND
HAN:MER DRIVE
NAILS @ 10 "CC.
OR
1 /4 "0 LAO SCRS.
IN WOOD C 12"
CC. IN 2 "(NOM)
MIN.THICKNE$S
HINGE MATERIAL. 1
MIN.PENETRATION.
7'- 0"
5'- 8"
5 ,_ 0 "
TYPICAL PANEL .025"
( DET.'A'
SIDE V •NCE
VALANCE 7
SCROLL COLS.
2 -1 "SQ. TUBES .064"
WALL.
DET. 'A'
.5751%4 .1
.025 "BANELS , INSERT
CROSS SECT. OVER ROOF
#8 SMS. 0 12" C.C. ( BEAM
ROOF PANEL
_
.050 "T'YP.
co
• .312 "0
.iI IYP. TYP) " T
CORNER DETAIL
HEADER MOUNTING
HINGE
GENERAL IQOTES
DIMENSIONS ARE MAX. LESSER DIMENSIONS MAY BE USED.
DESIGN CRITERIA DESIGN LOAD
TEST LOAD
ALUMINUM ALLOY OF COMPONENTS;
ROOF PANELS 3003 -H14
HEADER 6063 -
FASCIA BEAM 6063 -T5
TRAILER HINGE 6o63 -T5
SIDE VALENCE 6o63 -T
ROOF BEAMS 6063 - T6
COLUMNS,TUBES 6C6
5-T5
BOLTS 2024-T4
SCREWS, STAINLESS STEEL OR 2024 -T4
THE NU -VUE 'SEBRING PATIO AWNING WAS DESIGNED
AND TESTED IN ACCORDANCE WITH THE METROPOLITAN DADE
COUNTY BUILDING AND ZONING DEPARTMENT POLICY FOR
PLANT PRODUCED PREFABRICATED RIGID AWNINGS, CANOPIES
AND CANOPY SHUTTERS, DATED OCT. 10,1960, BASED ON
THE SOUTH FLORIDA BUILDING CODE.
IT SHALL BE DETERMINED THAT THE EXISTING STRUCTURE
CAN SAFELY SUPPORT THE LOADS IMPOSED BY THE AWNING.
DATE
NO
" 1.25"
1•3 1" , i
I
-448 .0.62"
° S b "cc
1062" ;4_ -.125"
TYP.
FASC I A
ISSUED
BEAM
DATE
NU- VUE INDUSTRIES , INC.
1053 E.29 ST.
HIALEAH FLORIDA
CARR SMITH a ASSOCIATES
3920 N.W. 27 TH. STREET, M I A M 1, FLORIDA
C O N S U L T I N G EN G I N E RS
DATE 5 - 63fDRAWN G.'T ,DESIGN C.S.ICHECK H.W.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AT SITE BEFORE CROCEE DING W ITN WORK.
.062 "TYP.
SIDE
VALANCE
FILE N0.
REVISION
6364
SEBRING PATIO AWNING
30 P.S.F.
60 P.S.F.
SHEET N0.
SPECIES L CRADE F1AX. 0/A SPANS
IEFFECIIYE 3/15/77) 2X4 TC 2X4 HC
S 0 U 1 H E R H. P 1 H E
DENSE SEI. STR. KD 30'- 8' 31'- 4'
SELECT STR, 1(0' 29' 8' 31' 1'
11 DENSE XD 30'- 0' 31'• 4'
11 K D 27'- 8' 31'- 4'
12 Kp NBE KD 26'- ;� [�'. 0'
Ga
DENS Sf.l. STR. DRY 30'• 0' 31'- 4•
SEIECI SIR. DRY 29'- 0' 31'- 4'
11 01115E DAY 28'- 4' 31'- 4'
11 DRY • 25'- 8' 29'- 8'
12 DENSE DRY 21'- 8' 29'- 4'
12 DRY 22'- 4' 25'• 8•
D O U C L A 8 f I R - L A R C H
DENSE SEI.STR.MC -15 31'- 4' 31'- 4'
SEI, STR MC -15 30'- 0' 31'- 4'
11 DENSE MC -I5 30'- 4' 31'• 4'
12 DENSE MC -15 27'- 0' 31'- /'
11 MC -15 28'- 0' 31'- 4'
12 MC - 24'- 4' 27'- 8'
DENSE SEI, STR. DRY 30'- 8• 31'- 4'
5E1, STR DRY 29'- 8' 31'- 4'
11 DENSE DkY 28'- 8' 31'- /'
12 DENSE DRY 25'- 0' 29'- 8'
11 DRY 26'- 0' 31'- 0'
12 DRY 22'- 8' 26'- 4'
H E M- F 1 R
SR. STR. MC -15 27'- 8' 31'- 0'
11 MC-I5 24'- 4' 27'- 0'
12 MC -I5 21'- 0' 23'- 0•
SEL STR. DRY 26'- 0• 29'- 4'
11 DRY 22' 4' 25' 8'
12 DRY 19' 4' 21' 8'
Y E 8 M E M B E R S
/1 13 50 PINE/ EQUAL OR BETTER.
VIEN► ti
r .• (
W; 0� e' 1
p NO. 22958 ' ;11 1
*
a•
ii1 S1A1101 : •
.'¢ %
cc � • K 0 - ist,
hn � =
116
Sx6
•
'
'' .
^ ,2 t &CIPT
0`
\3x4
E C SPLICE 2
N 0 T E
AS S140*14 tNt
4x4 TO 25' -0"
1x5 TO 31' - 4"
T C
3x4 TO 30' -0"
3x5 TO 31'•4!'
12
SPLICE
O
c
`�
ONLY ONE TOP CHORD
SPLICE ALLOWED IN EACH
CHORO.
I
1x4 CONTINUOUS
LATERAL BRACE
PI
EQUAL AREAS 2.5�
12
x
Al
'
� 6
1
1a � J2.S
BLOCK
2
1
3x6 TO 21'- 0" 2x3 5xSS T�- 01r"
3x8 TO '- " 6x66 TO 251 -0"
8 (18) 6x8 TO 31 xb TO 31'- 4 8"
26'- (18) 6
1 3x8
I/4 of panel ±12'4
3x8 10 26 8
3x9 TO 29' -8" BTM.CHD.
3x10TO31' -4" N 0 T E
SP, 2
+v-�
, �
00 NOT COMBINE BTM CHD SP.1
& 2 IN SAME TRUSS. IF NECESSARY,
TWO SPLICE TYPE 2 MAY BE USED
BTM.
6
_. 0/A SPAN x8
(18) 6x10TO31'
L
CH
2Y
TO 25'-
•
SP. I
0"
-4"
„
1141*411tltl*1, ►11111 411 1 *ADI 10M * 11 ► 10 00,001 01101 A 1411* A111.711►IIN1,N01011110 01!14.
11111. 114111 114 II AI /10 10 10 /A((1 07 II411 A 14.
l 'ACM 101, WM I *
11I D(4.1104.3 A71 Not
1110144., 1(4(1 times St /*1111CAIMI AIOV! 4014.1 01 AS INDICAIID II COWS 101. 14)4111 NO 1/141/4140
11 *14(110 mows, 10 101 CM0101, 11411 111•11 11 111(10 At IMtllvAll 140? 11C11 DINO 3'•0 1414111 10
11010 01!1140 11 1.41(110 DI11(Il! 10 10110* (110101, MI/ 114111 11 /10,(10 0,1 14111/40,11 NOt 11(1101410
„V'/`.* 1 1 1 1 0 1 D' ? O NC .11411 NO 1 111 1 ►ON1111 II 1011 IH11•1110 AS MAIANINV
111(1 NIOIfl0111!
•II “u110,4111 10 1110 4101171104.1( A04111 110A1D1N0 11 *101111 111(t10M 114(1140 1441(14 11 A114 ►1/
11041110 10 4)1v1Nt IOIIlI.O AMO'OOMINOINO`, (4111410 0,410 /1IIIC ►LIO14 SNA11 11 ACCOMPIIIHID 011410
10U1/M(NI 14N1(N W1I1 110 Out/ 14140 11111■0 101411 AND 41•111 0411111 14•141 111 11110 0141141 411
wOrmAl
0,N 14. wID114 O 1 I 14 1111 *111*4M(0411111I14414 01ID1" 01 44 10 1' MAt 11 V110 w141CN
Top Chord live Load 30 p11
TOO Chord Deod Lood 15 psi
Btm Chord live Lood 0 pit
BIm. Chord Deod loud 10 psi
T 0 TAL 55 psi
33.3% Allowable Un1I Stress
Increase for Short Term 1oodIr4)
TYPE 4/4 1
PITCH
2.5
SPAN
31'•4"
SPACING
24" O.C.
TRUSWAL-
ORAWN BY
W. V,
CHfCtcED BY
J.W.V.
GATE
2 -8 -77
Fi O N E I.
IPAV V YAA
°IWO. Na.
R 2,50006 D .
HEEL PLATE AS SHOWN
ON TRUSS DESIGN
(TYPICAL)
1 2' -6" HEAVY ROOFING
3' -0" LIGHT ROOFING
2x4 RAE OVERHANG
1 2 1 . 3-6" HEAVY ROOFING
4 -0" LIGHT ROOFING
2x6 RAKE OVERHANG
2.5 -5
2452
1.5 -3
1630
2x4 TREATED FF LEDGER-
(BY OTHERS)
UP TO 6 -6" MAX.
OVERHANG W /LEVEL RETURN
(2x6 TOP CHORD)
UP TO
12"
OVERHANG W /LEVEL
RETURN (USING WEDGE)
CANTILEVER TRUSS WITH
OVERHANG & LEVEL RETURN
1 St IIL. PLATES SHALL L *PPtllD TO ION PACTS Of IIUSL Al D1ACN (ASIA
101NL WMtRI DIMLNI Dille()
SIONS ARE NOT
S1 PPLIED DIOICILYI PLATS TNIO SMA1 &1 IRACID At INT NOT CIRCLES ! EXCEEDING ;ll0N0 «Hill NO
11010 CPIPING IS APPLIED DIItCILY 10 10110M CNCRDS, NIP SHALL 1E &RACED AT INTIIYAIS NOT IRC11DINO
10 ALE ADDITIONAL &RACING INDICATED MVS? I1 INSTALLED AS PART Of t)l 111MANINT SIRUCTUII.
TIUS SYSTEMS INC. (HAAS NO RISPONSIIILIIY POE TN1 ER1CT10N OP TRUSSES. PERSONS 1RECTING TRUSSES
ARE CAULIONID 10 MX PROFESSIONAL AD11SI REOAIDINO TIMPORAIY 111(11014 IRACINO WHICH IS ALWAYS
RIWIEED 10 1111114? TOPPLING AND "OOMINOING ". CUTTING AND FAIRICATION SMAII II •CCOMPUSNID USING
Of HOMIINAIWWIDTH Of ►l ISNG AT I EACH END, SEARING L WDTHS Of 1.1 TO MAY II *SID S/
*SID WHICH
WILE PERMIT AN INCREASE IN 11411 MAXIMUM OVERALL SPAN OP I'.
1.5 -3
1630
2.5 -4
2437
UP TO 4 -0"
--- 111
OVERHANG W /LEVEL
:(ETURN (2x4 TOP CHORD)
UP TO UP TO
21 - 0" 2
2x4 OVERHANG WITH LEVEL
RETURN & RAKE OVERHANG
NOTE: LUMBER TO BE AS SPECIFIED ON TRUSS DESIGN.
TRUSSES SHALL BE FASTENED TO BEARING WALLS WITH FRAMING
ANCHOR OR EQUIVALENT. IN AREAS SUBJECT TO HURRICANE WINDS,
TRUSSES SHALL BE FASTENED WITH 1/8" X 1" STEEL STRAP ANCHOR
EMBEDDED IN TIE -BEAM AND BENT OVER TOP CHORD (BOTTOM CHORDS
IN CANTILEVER TRUSSES) AND SECURED WITH 3 -16d NAILS. OTHER
EQUIVALENT METHODS MAY BE USED. LEVEL RETURN OVER 24" LONG
SHALL LEDGER TO BE 2x4 0.C. LEDGER FRAMING ANCHOR.
FOR OVERHANG
GREATER THAN 48 ".)
LIGHT ROOFING . ASPHALT SHINGLES, SHEET METAL ETC.
HEAVY ROOFING . SLATE, CEMENT TILE ETC.
..0k. STATE Of ice
OVERHANG DETAILS FOR SLOPES
2.5/12 OR GREATER
PITCH 2. 5/12 SPAN SPACING
OR GREATER VARIES 24" 0.C.
DRAWN BY CHECKED BY DATE
A.E.A. A.E.A. 5 -11 -17 _
ORWG. No.
R -3
L U M B E R
GABLE END
TYPICAL PLAN
2x No. 3 So. Pine, Douglas Fir- Larch or Hem -Fir. Eq. or Better.
2x3: No. 2 So. Pine, Douglas Fir- Larch or Hem -Fir. Eq. or Better.
NOTE
FOR LONGER VALLEY MEMBERS, SPACE VERTICAL WEBS 6' o.c.MAX.
STELA PLATES MSHALLABE ARE ID TO *OTH FACES OF RUSS AT R EACH 1 1OTNT. WHERE I D PRIME, HOT MENSIONS ARE NOT
Iv MADE FROFA IS II NOT
I5 APPLIED DIRECTLY TO TOP E CHORDS, THEY SHAL BE BRACED I A INI NOT L EKCE O EDING H V-0". O H
WHERE NO
RIG D CEILING IS APPLIED D,RECTLY TO BOI TOM CHORDS, THEY SHAH BE BRACED AT INTERVALS NOT ERCEEDING
10' -0 ". ALL ADDITIONAL BRACING INDICATED MUST BE INSTALLED AS PART OF THE PERMANENT STRUCTURE.
TRUSWAI SYSTEMS INC. BEARS NO RESPONSIBILITY 10R THE ERECTION OF TRUSSES, PERSONS ERECTING TRUSSES
ARE CAUTIONED TO SEEK PROFESSIONAL ADVISE REGARDING TEMPOIART ERECTION (RACING WHICH IS ALWAYS
REQUIRH+ TO PREVENT TOPPLING AND "DOMINOING ". CUTTING AND FABRICATION SHAH BE ACCOMPLISHED USING
EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS AND PLATES. OVERALL SPANS ARE BASED ON THE USE
0 1 1 / P NOMINAL
N
MIAL WIDTH ON SEARING A E ACH OVERALL SEARING Of 406 "5 OF uP TO B" MAY BE USED 'WHICH
12
SLOPE
BTM. CHORDS FOR VALLEYS
RIPPED -CUT FROM 2x6's
„111„ 14,„
1 41U E. 0 q' ,,
-
,,, F•:
T^} r No. 12285
Top Chord of Truss
SECTION A -A
i
2437
<:2 s
stc
:13 STATEO ; '�=
� Gs j ".."1 ORLOP S c V 4
, ,,,,IIE ,, `
16d Toe Nail
into eoch Truss
2.5 -4
2.5 -4
2437
1.5 -3
Top Chord Live Lood 30 psf
Top Chord Deod Lood 15 psf
Btm Chord Live Lood 0 psf
Btm Cord Deod Load 10 psf
TOTAL 55 psf
33.37. Allowable Unit Stress
Incresse for short term looding.
2x6 or os required
1 -'` 4 0" d
2.5 -4
i 2437
2.5. 4
2437
8' -0"
12'- 0"
LJ
2.5 -4
2437
16'- 0"
20' -0"
3 -5
DRWG. No.
2 ' - 0 "
` Typ■ol Truss Spacing
T 1.00025 D
$PAN SPACING
VARIES 24" 0.C.
CHECKED BY DATE
A.E.A. 2 -15 -77
TYPE TYPICAL VALLEY DETAILS
RIDGE
LINE
VALLEY
SET
GIRDER
TRUSS OR BEARING
WALL
/
Std. Trusses I
2
L U M B E R
GABLE END
TYPICAL PLAN
2x No. 3 So. Pine, Douglas Fir- Larch or Hem -Fir. Eq. or Better.
2x3: No. 2 So. Pine, Douglas Fir- Larch or Hem -Fir. Eq. or Better.
NOTE
FOR LONGER VALLEY MEMBERS, SPACE VERTICAL WEBS 6' o.c.MAX.
STELA PLATES MSHALLABE ARE ID TO *OTH FACES OF RUSS AT R EACH 1 1OTNT. WHERE I D PRIME, HOT MENSIONS ARE NOT
Iv MADE FROFA IS II NOT
I5 APPLIED DIRECTLY TO TOP E CHORDS, THEY SHAL BE BRACED I A INI NOT L EKCE O EDING H V-0". O H
WHERE NO
RIG D CEILING IS APPLIED D,RECTLY TO BOI TOM CHORDS, THEY SHAH BE BRACED AT INTERVALS NOT ERCEEDING
10' -0 ". ALL ADDITIONAL BRACING INDICATED MUST BE INSTALLED AS PART OF THE PERMANENT STRUCTURE.
TRUSWAI SYSTEMS INC. BEARS NO RESPONSIBILITY 10R THE ERECTION OF TRUSSES, PERSONS ERECTING TRUSSES
ARE CAUTIONED TO SEEK PROFESSIONAL ADVISE REGARDING TEMPOIART ERECTION (RACING WHICH IS ALWAYS
REQUIRH+ TO PREVENT TOPPLING AND "DOMINOING ". CUTTING AND FABRICATION SHAH BE ACCOMPLISHED USING
EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS AND PLATES. OVERALL SPANS ARE BASED ON THE USE
0 1 1 / P NOMINAL
N
MIAL WIDTH ON SEARING A E ACH OVERALL SEARING Of 406 "5 OF uP TO B" MAY BE USED 'WHICH
12
SLOPE
BTM. CHORDS FOR VALLEYS
RIPPED -CUT FROM 2x6's
„111„ 14,„
1 41U E. 0 q' ,,
-
,,, F•:
T^} r No. 12285
Top Chord of Truss
SECTION A -A
i
2437
<:2 s
stc
:13 STATEO ; '�=
� Gs j ".."1 ORLOP S c V 4
, ,,,,IIE ,, `
16d Toe Nail
into eoch Truss
2.5 -4
2.5 -4
2437
1.5 -3
Top Chord Live Lood 30 psf
Top Chord Deod Lood 15 psf
Btm Chord Live Lood 0 psf
Btm Cord Deod Load 10 psf
TOTAL 55 psf
33.37. Allowable Unit Stress
Incresse for short term looding.
2x6 or os required
1 -'` 4 0" d
2.5 -4
i 2437
2.5. 4
2437
8' -0"
12'- 0"
LJ
2.5 -4
2437
16'- 0"
20' -0"
3 -5
DRWG. No.
2 ' - 0 "
` Typ■ol Truss Spacing
T 1.00025 D
$PAN SPACING
VARIES 24" 0.C.
CHECKED BY DATE
A.E.A. 2 -15 -77
TYPE TYPICAL VALLEY DETAILS
((Jr
4 / /ecrl
.X WD,
11
■
ATTENTION BUILDER
ALL DIMENSIONS
OV E R HANGS, PI TC H, ETC.
TO BE CHECKED
BEFORE ORDERING TRUSSES
IT IS YOUR RESPONSIBILITY
TO CHECK OUR TRUSS PLAN
� ' 4 " —
S-�zi5 /G
FOR DRYWALL CONSTRUCTION WITHOUT
STRIPPING, CONTRACTOR TO PROVIDE
2X4 CONTINUOUS LATERAL BRACING
ALONG TOP OF BOT TOM CHORD AT PANEL
POINTS, BUT NOT TO EXCEED 10-0'
O.C.
Edward J. Davies
2 r
77Yyff'M E (.."710A/
DO NOT CUT OR ALTER
TRVSSES claims or back charges will not be honored unless authorized by our office in writing.
822 - 0020/21
ROYAL
TRUSS
CORPORATION
9500 N.W. 79 AVE, HIALEAH GARDENS, FLORIDA 33016
BUILDER Z. ‹'484L4&,'r)
OWNER 5Af
SITE 278 ,M /0/ `ST.' /4/44 "7'4.4 I
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M IAN 1 Edo Q .6 , ()
p 6(0 P , 6 -LAS ('_ovel
CERTIFICATE Of COMPLIANCE No
SCALE
DATE
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