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8._r1 -67
t�a . C°o
K, c l<3, , , ( , Kt()
:_
firm r, _11 N z
1
10 Ir1) 15,0
1
t
1.' 3)10 3rd,
I r4 I. s r,' 6Z:4 ,'1
)h;.l =1.
copyright 1967
d �P A. `
3_ co CAROL }
SANFORD
fT. L..'JDEPDALE -)
FLORIDA ,`�
Note:
FEED AR
Truss
Symmetrical about
except as noted
S an Pine /Fir
36'-8" 5 x 6
32 5 x 5
28 -8" 5 x 4
SANFORD 600-C PLATES se 20 gauge aolvan■sed steel unl ess tEl gscde Is specified, a-,d shall Le
oppl'ed to both faces of truss at each joint. Ptotes shall be localed symoetrical about joins an-
ess placements ate indicated by circles (o) a a d:meraiored. CUTTING AND FALRKATION
shall be accur,pllshd using equipn.ent which will produce snug - fining joints aid pTalcs. O — VL7F-
ALL SPANS ore bused al romi nol 4" bearing widths cant may Le Ino.ened by as much as iFwith
naminoTBT Learing. DESIGN STANDARDS conform with the applicable provisions o r the' No-
tional Design Speci f,catiwu" and "Light Metol Connected Wood Tru,.es" (Truss Plate Institute).
FfE LD BRACING is not the re + ponsibili ty o f le desig.er, piute matutaca of car tress labrl cotes.
Pars s e. ectirg truces o: cartiot :ed to seek professional advice in egmd to the e edian bac-
I.g, which is always :equ eed to . ent t.,pplirgod "darni,wing" during a ection, and pu ma: ent
bracing which racy Le •equi:ed in spe■■c applications. Trusses sholl Le e.ec ed in a plrnb mei
straight position. MINIMUM LUMBER GRADES are specified. Lum:,er of the some or g. eater
mess values r-ay Le substituted. CAMBER specified is for rwrmo renditions of par " ce and tabri-
cation; it may Le inc :eosed or ,educed at the architect and /or fabricator's option. Truces should
Le handled with cote doling fabrication, shipping and section, to me.ent dornaae.
Trusses Spaced 2' - 0" O.C.
Note: Web members to be 2 x 4 or 2 x 3 1500 f Industrial Douglas Fir,
or No. 1 Southern Pine.
Ee ual
9N
12
Span
36 -8" 18 -3.5x7
32' -8" 18 -3.5x6
28' -8" 18 -3.5x5
Hemlock
5x6
5x5
Design Loading
Roof 45 psf
Ceiling 10 psf
Total 55 psf
33 -1/3% unit
stress increase.
1"
3t0 3 x 8
Camber 112"
1 /8"
LUMBER: Max.
Overall Spans
/1 Dense So. Pine
Sel. Str. Doug. fir 36' -8"
Sel. Str. W. Hem. T2' -4"
1 Southern Pine 35' -4"
1 nd, ou3.Fir 33' - 0"
1500f Ind. W. Hem. 30' -4"
TOP CHORD SPLICES
(Only one allowed in each chord)
2x3
r vr
2 x 4 Top 2 x 4 Btrn.
Chord Chord
36' -8"
36' -8tt
36' -8tt
36t -8tt
$ .t -8 "
LUMBER. ?v x. Top
OeerniI Spor:s Chord
2 x 4
Span Pine /Fir Hemlock
36' -8" 18 -6 x 9 18 -6 x 10
32'-8" 18-6 x 8 18 -6 x 9
30' -8" 18-6 x 8 18 -6 x 8
2x4
FORCE DIAGRAM
12
3
SPLICE TYPE 8 (One allowed)
Do not combine Type A & Type B Splices in the
some truss. If necessary, two Type A Splices may
be used.. PE A
Span Pine/Fir Hemlock
36' -8" (2) 2.5 x 8 (2) 2.5 x 9
34' -8" (2) 2.5 x 7 (2) 2.5 x 8
30' -8" (2) 2.5 x 7 (2) 2.5 x 7
28' -8" (1) 2.5 x 12 (2) 2.5 x 7
Chord
9
b R=
c 1980/
d
e
Equal Areas
D -33
L
0
D
L
w
(
D
O
D
Camber Up
Cant. End
1/4"
Over 3' -0" to 5' -0"
3/8"
5' -0" to 7' -0 "
1/2"
Over 7' -0"
copyright 1968
O
7
net
0
Lumber: For top & bottom t hords see F- x, -3 -D5 (D
Web memoers to be 2 x 4 1500 f Industrial Douglas Fir,
1500 f Industrial Western Hemlock or No. I Southern Pine,
unless otherwise noted . 2 x 6 webs to be No. I Southern
Pine, Construction Douglas Fir or Construction Western Hemlock.
Ncte: For opposite end of
truss see F- 36- 3- 55.(D -34)
L Truss
SPLICE TYPE B
(One allowed)
Span
36'-8" 6 x 6
32' -8" 6 x 5
12
Equal Spaces
1'- Otl
SANFORD 600-C PLATES are 20 gouge golvanfced , reel onfess 18 gauge is specified, and !ton bet
oppl'.. ed to both Faces of truss al each joint, Plates shot/ be located symmetrical about inh „ t
plocemenh are indicated by circles (o) oras dimensioned, CUTTING AND FABRICATION shall be
amplished using equipment which will produce snug - fitting joints and pates. av€katt SPANS
cc based on nominal 4" bearing widths and may be Increased by as much as 8" witF nominal 8"
bearing, DESIGN STANDARDS conform with the applicoble provisions of the "Notional Design
Spec ifico re and "Light Metal Convected 'Hood Tresses" (Truss Plate Institute). FIELD BRACING
is not the re spoo,i bill ry of the designer, plate manufacturer nor truss fabricator, Person er voting
trusses ore cautioned to seek professiorol odvice in regard to the erection brocing, which is always
required to prevent toppling and "dam ing" during erecti and perm anen1 bracing which may
be requi- e in speciflo applications. Trusses shall be erected in a plumb and shaight posiri on,
MINIMUM LUMBER GRADES ore spec 'i feed. Lumber of the some or greater stress values may 'x
substituted, BOTTOM CHakD BRACING: If telling material does not provide lateral support,
brae bottom chord members In compression with continuous 1.4, 4'-0" .
Trusses should be handled with core during fabrication, shipping and erection, to prevent damage.
ITT
Span
36' -8" 18 -3.5 x 6
32' -8" 3.5 x 5
I/8r'
SPLICE TYPE A
ritsJ !g4
5x7
3.5 x 14
3x 14
2.5 x 7
t_I
Design Loading
Roof 45 psf
Ceiling 10 psf
Total 55 psf
33 -1/3% unit
stress increase.
No increase allowed
On cantilevered portion
For cantile.ers 6"0 less
6" use F - 36 -3 -55
From 6" to 2' -0" use 2 x 4 wedge
From 2' -0" to 2' -0" use 2 x 6 wed
DETAIL FOR CANTILEVERS UP TO 2'
2-1/2"
(L /5 Only)
Iv 5 x 14 (No Splice)
x 14 (Splice)
L/5 Only
S x 8 (No Splice)
7 x 8 (Splice)
Trusses Spaced 2'- 0" 0 .0 .
1 x 4 continuous
lateral bracing
ver 2'-
to L/5
0
3 3x7°' 3x1'` 2.5x10
Note: Do not combine Type A & Type B Splices in the some
truss. If necessary, two Type A Splices may be used.
5100 3100 3550/T
k 240 h 210 g
1 ,001C 33' - 6tt
FORCE DIAGRAM
8101 d
c
C
400.
1700
3400#C
810 e
b 810
529
37
-4
Equal
Alec's
M2I ... 011
Overha
29
2
3
3600 1600
k 240# h 170
1000
28' -11"
FORCE DIAGRAM
g
3)00yr 7351
6
2950 f
1000
7 -5"
. *
1
R =2320/
f
R -2680
CANT D 34 -1
copyright 1967
in
� OF F OR
o : A '' t i
co
• CAROL 9
SANFORD � f-
0
w IT. L; JDLRDALE > V
't FLORIDA 14
F RED P
SANFORD 600-C PLATES ore M gauge galvanized steel unless tB gorge is specified, and shell be
oppCed to both Foca of tr., at each joint. Plates shall be located symmetrical about joints, un-
less placements ore indicated by circles (o) or as dimensioned. CUTTING AND FAARKATfON
shell be occonnplished using equipment which .ill produce snog- I"fng jo ints o p ot -
ALL SPANS ore based on nominal 4" beoring widths ord may be i ncreaed by as much as 8" t7,
nominal 8" bearing. DESIGN STANDARDS conform with the oppl ;cable providers of the "No-
tional Design Specifications" and "1 ,t Metal Conceded Wood Trusses" (Truss Plofe Irstit e).
FIELD BRACING is not the rwpasibitity of the dei greq plate manulacfuwr oar Pass FabAcator•
Persons erecting Pusses a• cautioned to wek professional advice in negad to the erection brac-
ing, which is aiwoys required to prevent toppling and •'dominoirg" during erection, and permanent
btaci which may be required in specific applications. Trusses shall be erected in • plumb wet
straight position. MINIMUM LUMBER GRADES we specified. Lumcer of the some or greater
stress volues moy be substituted. CAMBER specified is for r■w mot ca-,di fiats of service and fabri-
cation; it may be increased or re us a the orch;fect and; or fabr;cda's option. Tn,ssea should
Le had'ed with cm e during fabrication, shipping and erection, to artiest domoae.
LUMBER: Max.
Overall Spans
7 1 Dense So. Pine
Sel. Str. Doug. Fir
44' -8"
44' -8"
Set, Str. W. Hem.
1 Southern Pine
Const. Doug. Fir
Const. W. Hem.
2 x 6 Top
Chord
40' -8"
42'-0"
39' -8"
3 0t - 8t'
2 x 6 Btm. LUMBER• Max.
Chord Overall Spans
441-8
4
44'-8"
4 ' -
Chor
Chard
Trusses Spaced 2' - 0" O.C.
Note: Web members to be 2 x 4 1500 f Industrial Douglas Fir, 1500 f
Industrial Western Hemlock or No. 1 Southern Pine.
ILTruss
S mmetrical about
except as noted.
Span
44' -8" 6 x 6
36' -8" 6 x 5
12
Ee ual S.•ces
- 1 ' - 0 "
Span
36' -0" 5 x 5
SPLICE TYPE B
(One allowed)
Note: Do not combine Type A & Type B Splices in some
truss. If necessary, two Type A Splices may be used.
Ew..
o�: Q,� j(FICgr ���
$
No. 5213
-P
OE O Ft1 ii�
j Wip
Camber 1/2`
Span
44'- 8"
36'- 8"
Design Loading
Roof 45 psf
Ceiling 10 psf
Total 5.5 psf
33 -1/3% unit
stress increase.
5x5
5x4
TOP CHORD SPLICES
(Only one allowed in each chord)
SPLICE TYPE A
+ y
6" /
6x5
645
"
a
645
FORCE DIAGRAM
Span Pine/Fir Hemlock
44' -8" 18 -6 x 8 18-6 x 8 Span Pine /Fir Hemlock
40' -8" 18 -6 x 7 18-6 x 8 44' -8" (2) 2.5 x 8 (2) 2.5 x 10
34' -8" 18 -6 x 7 18-6 x 7 42' -8" (2) 2.5 x 8 (2) 2.5 x 9
36' -8" (2) 2.5 x 7 (2) 2.5 x 8
32' -8" (1) 2.5 x 12 (2) 2.5 x 7
Z
O
rs
Vs
D
Z
O
O
30
T C
4
2420 x (f)
D -35
SAKOhtD 600-C PLATES ore 50 gauge galvanised steel unless it page is ssecified, and ,hull be
opplied to both faces of truss A eoch joint. Moles shall be located symmetrical about joints, un-
leu placements are indicated by circles (o) or as dimensioned. CUTTING AND fAIRICAT ION
shell be occomplished using equipment which will produce mug - fitting joints and plates. aVFE-
ALL SPANS are based on nominal 4" bearing widths ord may be increased by os much a 1wi Ts
nominal S' beori ng. DESIGN SIANDMDS conform with the appl idle provisions of the "Ne-
tiond Design Specifications` ord "Light Metal Connected Woad Trusses" (Tn. Ptak Ise tit,Ae).
FIELD gMCING is not the ■espawibWIy of the deli firer, plate monufacturer nor truss lobe; cdor.
Persons erecting trusses are cautioned ha sseh professional advice in regard lo the erection brac-
ing, which is always required to prevent toppling and "dominoinp" during erection. vat perm0nem
bracing which may be required in specific application. Trusses shalt be erected in a plumb and
stroi phi position. MINIMUM LUWIER GRADES are specified. Lumcer of the ,arse as greater
stress values may b. substituted. CAMIER specified Is for normal condition of service and fabri-
cation; it may be increased or n.d red at the architect cod /or fabricator's option. Trusses should
bat handled with care during fabrication, shipping and erection, ro pneverd damage.
0
0
3
9,
— 4
copyright 1967
OF Pt
�P A. `V /O
r CAROL
SAN FORO
i'g LUDERDALE
C�n' FLORIDA A V
`‘)PEA
symmetrical about
except as shown.
2.5 x 4
8'-0
2x3 'F
iJ 2.5 x4 u 2x3
Optional Splice 2 ' -O tt
20' -0t' Typical Truss Spacing
VALLEY DETAIL
3x5
lJ
Note: For longer valley frames, space vertical members 6' -0" o.c. maximum.
Ridge Line
LUMBER: 1500 f Industrial Douglas Fir
1500 f Industrial Western Hemlock
or No. 1 Southern Pine
2' -0"
Gable
End —
Truss
Use one 12d nail
at each truss.
Standard Trusses 2' -0" O.C.
2x4
1/2 of 2 x 6
see Detail 1
d
x
CV
Std. Trusses
F J
PLAN
Top chord of Truss DETAIL 1
SECTION F - F Special lumber for
bottom chord of volleys
N
Ridge Line
2 x 6 cut to motch pitch of truss.
2' -0"
Gable
End
Truss
1
0
/ • / •0 d i.4
` 2
l t
• / EN
VAL LEY SE f . . -
L
F "1 .\
_ _I
Gable End
Truss
D -8
0
0
date: February 1, 1965 Ma ro: G K - 34 - 3 - 6 8
MAXIMUM TRUSS SPANS, BOARD FEET of LUMBER in GIRDER rind REQUIRED BEARING for GIRDER
Si le M.n bar Girder
Doubt• Mer * Girder
Triple Member Girder
Gird
S i
Cast
Truss
Span
Bearing*
Cost
Truss
Spar,
Bssri *
Cast
Truss
Spoon
Boort
Reid. A
2 x 4
Raid.
B
2 x 4'
Regd.
_•
B
2 x 4
31
34
36
34""
41
44
14
15
16
29- 5
24- 6
20- 8
A
29- 5
24- 6
20- 8
TT=
15- 1
13- 0
14-- 0
12 -11
12- 0
r`_
10- 4
9- 8
40-
40-
0
0
B
40- 0
40- 0
29- 7
27- 5
25- 6
40-
0
2 x 4
2 x 4
B
40-
0
40- 0
40- 0
39- 1
17
18
19
T7= °
15- 1
13- 0
34
31 -10
27- 9
36 -10
31 -10
27- 9
23 -10
22- 5
21- 1
40-
0
40-
0
•- 8 -
34- 5
32- 6
3
29- 2
27- 9
'•
49
51
20
21
?2
TT
9 -10
8- 8
T
9 -10
8- 8
' -
8- 7
8- 1
-
21- 5
19- 0
B
- 3
21- 5
19- 0
19 -11
18 -10
17 -11
37- 3
32 -11
29- 4
:
7- -
32 -11
29- 4
5
57
9
e_
15- 2
13- 7
.-
15- 2
13- 7
16 -1
15- 2
13- 7
6-
23- 6
21- 3
x
e-
23- 6
21- 3
26- 3
23- 6
21- 3
��s
��H�
\
11-
11- 1
11- 1
17E1?
15 -11
15 -11
6
72
74
29
30
31
1
i ar
1- 2"
� 4
9-
8- 4
1 -
13- 4
12- 3
14- 7
13- 4
12- 3
14- 7
13- 4
12- 3
76
79
81
32
33
34
1
_
10 - 5
9- 7
2x4
11 - 3
10- 5
9- 7
11- 3
10- 5
9- 7
Co urn. 'FRogd." gives required bearing for maximum truss span allowed for that girder span. Column "A" or
"B" gives max mum truss span that condition "A" or "B" con be used for that girder span. Column "2 x "gives
• imum truss span that a 2 x 4 plate can be used without scabs for that girder span.
-
: 1 •NDI 1• • ee reverse si•a o t is s eet or •etai s or ••ding sca• to gt •erse
2 x 4 ,, lots with (1) scab or 2 x 8 plate. 2 x 4 data with (2) scabs or 2 x 8 plate. 2 x 8 plate with (2) scabs.
• �St.4 a
•
- - GE w. /Y
IFI c
Q/4 _ 6"
•
C c P t 4, r
• . N0.52,E .,. 1,
, 5
11,7201.
0 #T
Master
12
T -880 (8 x 18) Grip
r..�,r...;
� FLDRI°'4',:� 11,400 T
�t' -`' �R = 5700#
550 (5 x 10) AXIAL
1
Block
-._�?k 8----..
`,
FORCES AT MAXIMUM LOAD
II `''--
Grip- Master
�"1 �— 1
•
,�� 1.0
Filler block - �`� 2 ll
CU
''_
�
E
2x8 '
`
F5550 (5.5x10) Butt Joint Equal areas
Grip- Master F12108 (9 x 12) 550 (5 x 10)
Grip- Master Grip-Master
2" 1 /2 " I Heel Height
333 (3 x 11)Grip- Master
Sagami Gray -Host.. Plates, applied to both faces of truss at each joint, shall be 20 go, corr.ga!ed golvonit ad sleet, with toot 3/9" hooked, aimed rs.th p., p. gin. of pipp;"g Societe. Parit;on Na11, or. not required
*9,.. phi, are pressed into both to of the huts while It remain clomped in th. Pg. Othwets•, sufficient molts (1.5" lay annular ring shank 0.120" diameter 9/32" heed, 0.113" d ;wna?er, 1.5" fang ilifNTieod T-
roll; Of equivalent coil with cannon head) shaII be used to hold puss together Jotil plot. a:e embedded, with minimum of two nails per member at moth joint. P?ai• Locarlor.: ContaGn.. of Sanford Gr %p -Mcs!es
MO. sbollcaincide with joint can!erilnes, or plotes shall be located by rl c'ed (ol points unless other-041 dimensioned. OO.rall Spore ar• based on nominal 1" .,ea w, ? r4 may be incraa.d by as much as R'
with nominal R" batwing widths. See required bearing in above foist., Lateral $Teting of Top Chord: This truss has been designed considering top chord laterally braced at intro..ls not exceeding 3' - 0 ". FIELD
NACING: The designer bean no rnpureibillty on rh0 nect%on of trusses Ora nutootwed in cordon, with 'his design. Perwns us1 sock trusses ore coptia d to seek prof.sionel advice In regard re erecnmF a;ng
sshicA It lweys required to prevent toppl %ng and "door %noing" during •retrial and permanent bracing which may be r equitd in specific appl;catior. Lumber Substitutions: Otter lumber of the sow.. sp.cia$ .111/ tgwl
Of p..t. Shea all ues may be substituted for that shown on deign. Fobs%car%on: Sanford Grip-Mesta tnuaes shall be Fabricated in odequare jigs, set upon cump`etion all joints shell be r.o..nobly sn.,g. G;rdes
Cerw.etlan: See ;even. side of this sheet For connection requirement tTh i hum bs Sear deegrd to m.et .ppl.cobt• provisions of the ' Notiorol Specification for Shen Grade Lo.nb.r and in Fasten: - " b locol
timber Manufacturers' Asoatationr ard 0., . Specifications for light M..3 Ptot• Caw ectd Wood Trusses" by Truss Plate Instirur• . 1 5ha11 le Construction Hemlock, Const-
ruction fir oe 1 1 Southern Pine. jAll ..I. 2 • 6.1 DESIGN LOADING Lk. owed Dead load on roof 45 paf N(Tr`7I -1/1a4 allowable unit stress
Dead load on exiling 10 psf increase for short t %m• loading,
Total Deign Load WV./ SANFCRD TRUSS HANGER: See sheet 3 399
A.1.1 Forces shown are based on s „pporting roof trosses on one s;d• of the girder plus 1 ft of roof toad on the other side at the girds span and hors span f�..TI g'..• the moo1mum toad
SAN FO R D T R U S S
copyright 1965 xmiord tryts G - 41
copyright 1967
0
1 -1/4 "
2x3
SANFORD 600-C PLATES ore 20 gouge galvanized steel unless IR gouge is specified, and shall be
applied to both faces of truss at each joint. Plates shall be located symmetrical about joints, v n -
less plocen ants ore indicated by cincles (o) or m dimensioned. CUTTING AND FABRICATION
shall be accomplished using equipment which will produce snug - fitting joints and prates. OVER-
ALL SPANS ant. based an nominal 1" bearing widths and may be increased by m much os + ih
'nal B "bearing. DESIGN STANDARDS conform with the applicable provisions of the "No-
tional Design Specifications" and "Light Metal Connected Wood Trusses" (Truss Plate Institute).
FIELD BRACING is not the responsibility of the designer, plate monufoctmer nor truss fabricator.
Persons erecting trusses coutioned to seek professional advice in regard to the erection brac-
ing, which is always required to prevent toppling and "domiroing" during erection, and permanent
bracing which moy be required in specific applications. Trusses shall be erected in a plumb and
straight position. MINIMUM LUMBER GRADES are specified. Lum er of rise same oe 91 eater
then values may be substituted. CAMBER specified is for normal conditions of service and fabri-
cation; it may be increased or reduced at the architect and /ce fob color's optionr Truses should
be hrardled with care during fabrication, shipping and erection, to prevent damage.
Trusses Spaced 2' -0" 0.0 .
Note: Web members to be 2 x 4 or 2 x 3 1500 f Industrial Douglas Fir,
1500 f Industrial Western Hemlock or No. 1 Southern Pine.
Truss
symmetrical
about Q
3.5x4
Camber 1/4"
2x4
ALTERNATE Q JOINT
(Splice)
LUMBER: Max.
Overall Spans
/1 Dense So. Pine
Sel . Str. Doug. Fir
5e1. Str. W. Hem.
0 1 Southern Pine
1500 f Ind Doug Fir
1500 f Ind W . Hem.
Design Loading
Roof 45 psf
Ceiling 10 psf
Total 55 psf
33 -1/3% unit
stress increase.
2 x 4 Top
Chord
18'- 0"
18'- 0"
16'- 4"
16'- 8"
16'- ON
15'- 8"
12
1 -5/8" Lumber
3
2x 4 Btm. LUMBER• Max.
Chord Overall Spans
18'- 0"
18'- 0"
18'- 0"
18'- 0"
18'- 0"
18'- 0"
1920/T
d
17' -4" Clear Sean
1,2
2 x 4 Top
Chord
17' -0"
17 -0
15' -4"
15' -fi"
15 -4
1 -1/2" Lumber
Equal Areas
17' -0"
17' -0"
17' -1"
17 -0"
c
d r
b R= 960
c
DIAGRAM
2.5 x 5
2x4 Btm,
Chord
17' -0"
17' -O"
D -64
GABLE END SHOWING DETAILS OF VENTS,
All lumber to be 2 x 4 No. 1 Southern Pine or 1500 f Industrial Douglas Fir.
Note: All plates to be 20 go. 600-CL unless otherwise.shown.
All vertical
members 2 x 3 or
2 x 4 spaced
2' -0" o.c
(typical) _.
3x5
_�
3x 6 nest 3x 6
2 x 4 . 1 2 x 3 (typical)
1 \
16dnaiIs•
▪ J
+
- 3x5
x 3 (typical)
- - u -Li. .. opening as
- 8_ ow -required.
2 x 4 - z,
7' - 8 -318" max.
x_4
2 x 3 ( _ typical)
�__ 5 x 4
x 3 (typical)
— 2 4 • _- • Vent
ro es — -
2x4 lateral
brace req'd.
when length
of vertical
members
exceeds
2 x 4
5x4
Block by Others
(typical)
C Bottom
Overall Truss Span
SANFORD TRUSS CONNECTOR PLATES, applied to both faces of trvr of each joint, loll be ell.
To 1 d Grp -Most. or Sanford 600_C drip-Mosher, 18 or 20 gouge as specified. Plates Jell be located
symmetrical about trues pints, onier platy placom.nts are indicated by circles at dirrnior.. P01i14,1
,all., (NOT REQUIRED when plot. are rented into both feces of trw while it remain. clamped In NO
Jell be 1.5' Iona amolar ring sherds 0,120" dio,neter 9/32" head, 0.003' diameter, 1.3" long 1111., hood
T -nail; r •quIralyd roil with cannon hood. MINIMUM LUMBER GRADES on specified. Lon.el of the
a,ne or great. area rotors may be subelitotd. CAMBER pecifid Is far normal condition of service and
fabrication; 11 may 3. increased or reduced at the architect ad/or labricolr's option. Lateral tracing of
Top Chords: file In has Loan de.ig -.d consider ilia the top chord braced at intervals rot •.c.ding ]'-0
Les
Chord
I [ght Roofingavy Roofing
Sheet Metal,l Slate, Tile,
Asphalt etc.
shntgles, etc .1
2 x 6 min. Outlooker -
FIELD BRACING 1s not the responsibility of O. deslpner, plate mono /act.,. ,v tr,e labricafte, reran
erecting haws re cautioned to book professional advice in ,egad to the erection bracing, which is always
reg,l,.d ty pronnt toppling and "domiroing" during erection, and permo, bracing which may L. req,i:ec
■n specific application. 1row. shall be erected in . piamb and .IroipM pasltUn. HANDUNO. Trx.es
shall be handled with can d fabrication, d pping and .•c■ore, ty peven damage - LIMING AND
fABRICATION .poll Le accampliJ.d using eq,ip,.nt which will produce .n.q- fitting joints and plates.
OVER-- -ALL SPANS arc basal on nominal 1' bearing widths and may L. inc,Kuad by at ,ouch as B with nom-
inal 8e l.r;ng, DESIGN STANDARDS conbr,n with NM applicable provision of tie National D.s Spec-
ification" and "tight Metal Connected wood 0,....s' (Tr,,. Plate Innih.te).
S Framing Anchors
(one req'd. for single
outlooker; two req'd,
(Heavy) for double outlookers)
2_ -6" to 3' -6" max. (oofinj)
2x4 lateral brace as req'd.
3' -0" to 4' -0" max, (light
roofing) - 4' -0" to 6' -0" ,,.
2x4 at " o.c, or 16" o.c (Double
' NaiTer 1 Truss
Furring strips or lath
Gable End -
Gable
End
End Wall
oiler
r t_2 x 4 min_ Cutfoo r r.
r-- 1 16d noils-
;Sanford
Framing , r
I
2x4 lateral brace
1 as req'd. Anchor Trusses'-
2' -6" maximum 'Gable End spaced at
(Heav�Roofing) 2' -0 " 2 -0" o,c,
3' -0" maximum
(light roofing)
d
,- Furring strips or lath
End Wall '
Sheathing
2x4 at 2' -0" o.c.
Trusses
` spaced
at 2' -0"
- lx3 continuous at 2' -0" o.c,
Sheathing - --
TYPICAL SECTIONS SHOWING OVERHANG WITH
OUTLOOKERS
0
Z
1-
0
0
LLI
w
a m
Q
O
-c
O a
c
a o
8 rz
Type of
Roofing
2 x 4 Top
Chord
2 x 6 Top
Chord
Heavy
2'- 6"
3'- 6"
Light
3'- 0"
4'- 0"
copyright 1967
0 F F(v
A.
ca' CAROL
SANFORD
L; LIDERCALE
O'h FLORIDA :kw
%
In
0
0
a
-
SANFORD 600-C PLATES ore 20 gauge gal vonised steel unless Ig gauge is specified, ord shall be
applied to both faces of truss of each joint. Plater shall be loca.d symmetrical about joints, un-
less placements are lndlcotd by circles (o) or ca dimensioned. CUTTING AND FA/WATSON
shall be accomplished using equipment which will produce snug - Fining joints ord plates. OM-
ALL SPANS ore based on ro , nol 4" bearing widths and may be increased by as much os P +.ith
normnaTB" bearing. DESIGN STANDARDS conform with the applicable pouisioro of the "No-
tional Design Speci■ cations" o„d "Light Metal Connected Wood Plisses" (Truss Plot. Institute).
FIELD BRACING is nos the responsibility of tfe des ; gnat, plate monufucturer no truss fabricator.
Fersons erecting trusses ore cautioned to seek professional dv ;ce in regard to the erection brac-
ing, which is always required to pr•.ent toppling and "domino; iv" during •ect',on, and permanent
bracing which may b. required in specific application. Trusses shall Le erected in o plunk on
straight position, MINIMUM LUMOER GRADES a. specified. Lemur of the sone or specter
stress vol us may be substituted. CAMNR specified is for normal conditions of service and fabri-
cation; it may be increased or sec T th. architect and /or fabricator's option, Trusses should
be handled with cote during fabrication, shipping and erection, to pre..enl damage,
2x4or2x6t
chord of truss
1/8" x 1" Strap Anchor bent
over top chord of truss. Nail
with three 16d nails. (typical)
2x4
36" to 48"
2x3 or 2x4
DETAIL OF SOFFIT OVERHANG, 2.5/12 PITCH AND OVER
(2) 2 x 3
2 x 4 or 2 x 6 top
chord of truss
LUMBER: Max.
Overa l l Spans
Colncrete tie
beam (typical)
Chord
2 x 4 ledger (Required when length
of overhang exceeds values on table)
bolted to tie boom with 1/2" If bolts
4' -0" o.c., connect return to ledger
with one Sanford Framing Anchor. (by builder)
Chord
2x3
r
LUMBER Max.
Overal I Spans
- 1x6
24• to 36"
Chorrd
LUMBER: 1500 f Industrial Douglas Fir
1500 f Industrial Western Hemlock or
No. 1 Southern Pine
12" to 24"
i 2x3
10'1 1►"
Chi
Min. 2 x 4
Plate (typical)
(by builder)
2 x 4 or
2 x 6 top
chord of
truss
0-5
t-
4-
.111. MI. OW IN OM.
o '
,
"a? 1.3 ••="). 1."..
JN
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r
r
•
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oRorjEtk1t) REJS$
1.0i0K01.11rY 0 .111:RS
• I
, •
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-- .44
—
• • • DROP 'ENO 1 7(..i.S.. .
LOOKOUTSIBY OT 1EW.3
41'
2
11 •
----
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F03 Et131'ilErAl
Sgt:
LECG 801. rEo 4')(0 0. O.
— litiv..R'CANE. CLIPS
•
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• / •
"
• • ■ • r •
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L v c).e 7 (-) ,
NOTE: TRUSSES MUST NOT
BEAR ON ANY INTERIOR
WALL OR PARTITION
UNLESS DESIGNED FOR
SAME.
—
3 1 r t - ij
2'.4 4 LE...C(ER Z.ICt_rED 44(*.V' () 04 1
, Vvi
SECTION
XIIIIIONFG mop=
- TYPICAL OViRHANG
?Aft Elitil3F.F../IS
•SF,E 33F1r
ElltlINEERS oE.r
• SEE S:IEU
*wrerr,so ANCROFtS.
OgiS • Te . .c1401.40$
Oveint Toe CHoP.O$
NOT NO CLAIMS OR BACKCHARGES WILL
BE HONOR IP NOT MADE WITHIN 10,
• DAYS FOLLOWING DELIVERY.
NOTE: ALL DIMENSIONS MUST
BE CHECKED AND VERIFIED
I3Y BLO'R. BEFORE CONST
MIAMI
PREFABRICATORS, INC.
15450 N. W. 27TH AVENUE
BROWARD 524-1201 DADE 685-2431i
–
DL-.77
1) El-\. / C.i\U
ARCHITCCT C kti:" iv\ A k:.2
' BATE DIAW. BY cR. OY PI:AN NI
t!
t
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V
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3
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1V .
J. B 4 � FORD CO.
1714 Flagler Street
MI 35, FLORIDA
Phones: FR 9.3, FR 1.0027
1/
.• ,50 [ i.2.!2'�
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, R f
'/ , 6 14 3 , 2
(
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G >L •' /
SURVEY OF THE EAST 9.00ft, OF LOT 15
AND. ALL OF LOTS 16,17 A 18,
BLOCK 3
3ELVIDERE PA RK
25"
►k
/92sit/ 1 . a 1
`M
According to the Plat thereof as recorded in Plat Book 16' , at Page 71
Public Records of Dade County. Florida.
For DEAN CLAUSSE24
Date MARCH 3, 1962
ORDER N0, 2692 . F. B. 36042
5 0
69
1.- • . . . _ • . • _ ' • . . • •
•
I HEREBY CERTIFY that the attached sketch represents a survey
made under my direction and is true and correct
There are no encroachments except as shown.
G
0 0
1.
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REGISTERED LAND SURVEYORS 421
STATE OF FLORIDA
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