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/
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115 in K. 900E
57.5 in K, 450E
plate
gape rte 1 _3_0_ H
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/ Joint O
Steel Plate 13 -1/2' HI, \ 2x10 -26ft g 6 NpI 2x14
:
13 -1
STRESS DIAGRAM
217aE
br a l
-
!
r _nt XXX
_ --
- — — — — r Pf `26`
° ,. f L� �.- . 5' , .c 1 3' 3 7 _5' _ 12' 3' .,
32'6 16'
, x_1
"QAPEZOID
� t
T R U S S D I A
l
4"x16"
e of
each side t1
Note:
/ Jam
15 Nails
- / G R A M 2 SANFORD Rt -P
i 13 N Is 1 M O M E N T D I A G R A M S H E A R D I A G R A M
2 Plate 13 -1/2 HI. 1 , n 3 NGHOLD NA
5TR
2 z 4 Note: - � Secri n �a canter I -fair D'�
amber 'a center 5 /8" "see joint detail" Detail of BH. Steel Plate 8 Ngil
ATE
° b
19211E
D E S I G N for H I P M E M B E R E 1- 213'-9" to 32' -8 Incl. -- - 7.05
5 02 set 3 h. from 'de end wall. a } /J J k
_ ainr
N� ( t Z`` 6Nails
8 Neils
O _ I 7 «
- Ij2
k 7.95 b _ 6 Nails .9•T 6.9T
7.8C �, a
hi
1920E T -. 0
5' R t 12 2.4F-_ #.3C
1.IT 4 - 2 -1/2
3T 5 93 d
2.4
n
Install l x11 continuous _ -
s ? f -_ J
I
1
2x6 1 Fir or Y. P.
Joint X
3T 77
S T R E 5 5 D I G R A M
--
29 9 to 8ncl �p ==
I -- b Jl_Fir Y. -- _ STRESS DIAGRAM
2x11 &
�6 EI Fir Y.
b h I__!
� t
1 \ . '. -� .- _��-- .. . -_�- n �_. --- ---T - - - x T #1 P. f
/�cI o a
Joint CC J -_`�
18 -I/2" Hi, 20 Nails Joint 10 Joint E
Nagle 7inf YJ' ins o'
J3 N g
v
1 8 Nails 13 Nails 32' R I �
\ Not 32
\
Note: Comber Bot
�' 131 Nol 1 2 Nails
�� _ Note: I
T R U 5 5 D I A GRAM
om Chord I/2" a center "see joint detail" Note: - Co Bottom Chord I/2" center
"see joint Moil "
for TRUSS 26' -9" to 32' -8" Intl, TRUSS DIAGRAM
D E 5 1
.tuber ..
G N f o r H I P M E M B E R E 2 - 26' -9" to 32 -8" Incl. n DESIGN
_
a join jo[r t
1920ER -\ ,
%!oi
r Sails',
M ,Joint W 'Joint "O
10 Nails 6 Nails 12
k c
7 3C
D Iolnt
_ 'joint C3` N
a, J 12 ,
.267
m/ -� <B T 10. 3 C
d (. 6' I I _ 1 C
J \
jo�n�
-1 4 9"
J
- r2 -I/2 L -0C
n
? _
I I 2 i�
�J
-._ - _
- .
.J
r• Scarf Cut
/ /
� {-.
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2x6 1 Fir or Y P _ _
. -
11.27 10.37 7-_ TI
5 TR E S S D I A G R A
c d
_ �
3 3 2l 4c T
M Y t - �
15 B 1 1/2
3 � I f 4 1i 4'-_�
. •
rs }���
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6„
.
.
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Z � -� 3� -
T ;<s iF rot Y.
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•
3 /
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Join
\
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T
'
n
I � / I 1% �' 1
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2 x6 I F' or Y P
1 1 / 2.,. T T__ 2
is
-1 -___
3 "x3 / 4' SANFORD CLIP 16'x3 -5;'8' SANFORD GRI -P LATE
2 STRONGHOLD NAILS \\ 10 STRONGHOLD NAILS
23-1/2" HI. b 13N
Not Camber -- BpJtom
i nam\
ot
�J 6
V Joint U Joint Yl
i N Nails
Is' 6 Nails 10 Nally N see joint den 11
L �� /
Chord 1/2" a center
a
- `J
32'
i
- "`
6x3 -I,'1' SANFORD
A M 5 STRONG F
a
j /
l I -
5 '� B r !
GRI -P -LATE 6x3-1,4" SANFORD
OLD MAILS 6 STRONGHOLD
GRI -P -LATE 9" Tee SANF
NAILS B STRONGHOLD
J Clnl
GRI -P -LATE
_
/
T R U S S D I A G R
G N f o r H I P M E M B E R #3- 26' -9" to 32' -B" Incl.
RD GRI -P -LATE
NAILS
f D E 5 1
joint
1920ER joint
I _,¢_ 9.,
9 4 9'53'1 SANFORD
1 '
C /r11
b Nails
E1 '. ±L
6.7
6.6C
1.427
^ \
L join
6 "
- L
e+
r
M
'�onl 6 N \
• ...I
/�'
galls
I� h 667
3 "
•
3.�1
1 i -38'
2x6 Fir or Y. P. _ _ 21/2
1 k
STRESS D I A G R A
c
-'1 •(T r J
2
M_
�•
�`��_ \ 4
_ 2x6____#__1 fir -�_ _.
2�r Yoint >Z�
�3�
-- -1/2"
9
i_
3_1 ,/��•.._ r
_ -�. 1
-
6x -1, 1" SANFORD G RI- P -LATt 1,�2^ 1-
j 1 4
1/2 /
• i
"
Tom_
- ' - - ��
1 i. n j� r
3„ Ys'a3 -li4' SANFORD GRI -P -CAFE
E h k - - -__ - -___
2 4 I Y. P. 1
- x °
f' \
3-V8" 6" El SANFORD GR P -L�TE 6 &' E1 SANFORD GRIP LATE 5 STRONGHOLD NAILS'
45TRON STRONGHOLD NAILS ,S 4
6 STRON HOD NAILS 6x3 -1/4 SANFORD GRI -P -LATE ' � 6 STRONGHOLD NAILS
10 STRONGHOLD NAILS ,. - /
M
" 1 Join
28 I/2 HI
\ 12
Nate: Camber Bottom
/J ro ro
T Joint U 1 9 1
Nai Is , I '
Note: T 2
o nlr3
Nails 6 Norls A
tJ
j d
a T R U 5 5 D I A G R A
center
Chord 1/2" C r
D E S I G N for H I P M E M B E R E 4- 26 9" to 32' -8" Incl.
�� a.
I 1 -0"
e alit C C,Int joint
� � I�
J _
//
f C joint
R olnt oint
ANF
J v 3 "x34
_� 24 "x3 -5;8 SANFORD GRI -P -LATE ' SAN
T
D RI -P -LATE
�RD
T t o Iv �inI 7 6 5. 955��
Is Nails I 5.8 C
c 1920ER
I
3 } -�
yo .
;._` 6 i y - T I - /
-1 2
t_.3.3_,. a J 1-1 /2 "1
d
6
- Li - -
L'
9'
ol.
E I Fir Y
. 63 T 7 5 T
J r H 4
�J�
4-1/2 4 -1/2 "' Il 5c6rjC ,„•
•�
.
2k6 or
\'A4
,__ 1 m �_d
� I Nails 1 C-- 6.4 T
r
12' Scarf Cut{
I
,12 "Scarf Cu�
24^
.65
_ 'P I / 2 k
\ 2,6__ : # - T
x
_7 _
S T R E S S D I A G R A M
-- FIT x2Y�
�_\ -_ * I
ornf X
b" SANFORD GRI -P -LATE
El S A NN R GRI NAILS 9" T e SA N FO D NAPLLATE 21-1/42"x9" 73 STRONGHOLD
_
SANFORD GRI -P -!ATE f
NAILS J I ST ONGHOLD NAILS�3 STRONGHOLD NAILS
Joinl�
2'r / �_. a / _
b k 1 - -----
4 m
-_ _�
___. -
W X + y
33 - /2" HI. 11
_
1 malls. 2 4 �!' ° ��
Jo P x
N Not \ 13 N r 32'
8 1:16i,
U
M / 3' 3" ' \ J C Ir
a if V r /joint
24x5 -1/2" SANFORD GRI -P LA'E 6' El SANFORD
6x3 1,
Note: Comber B
see joint detail' r
T R U 5 5 D I A G R
tram Chord I %2" a center
E 5- 26'-9" to 32 Incl
, joint �jolnl
GRI P LATE 6 6 "x5 -I /2 SANFORD GRI -P -L TE 6x3 -5;'8" SANFOR
SANFORD G P -LATE __
1 R
GR
-P-
1-1/2._
D E S I G N for H I P M E M B E R .
c
1 3 , -0 �. -� b 1- 11 i f 12- S art Cat '�,t411 I 3'v -
I'_
_. 1
Joint r
10 N ° I s
7.45
S�
5
_
1920 R 2_ I . -] .. ��
_
_i - -� _
1
'.
16° 1'/
1
2x6 E Fir or Y. P.
"� Joint B
-�_ 1 - _ -�
�- _- Nails
_
i j c -�_ _. - _ 5.4 _
`
H.----- .. FORD GRI P-LA3
dh b" EI SAh@ 13 STRONGHOLD GHCLD NAILS lO STRONGHOLD NAILS 13 51RONGH LD NAI N 5
5.1 T
1 .9 C - -_ 4l%
k
\RONGHOLD
6 STRONGHOLD NAILS
_ \\ __ ___
.__ _-' - r
A M
s g
L Building Size Truss 32 Ft.
< >.. -- ".. 28' -9 to 32' -8" Incl.
S ATE
_ 6'x3 -,8 SANFORD GRIP-
wall to wall ours de
I _..
M 1-3,4"
I I/2
° -
414
.
\ /
Joint'
• J ' G r
- -:12-v2
� -� ��
yI
__ - -_12
Ea
S T R E S 5 D I A G R
d
2x6- ELr -. P _Jo nt X •rte_
c
_ --- _ b k I I
_
_
_ -
- _
r __ ,,h..
-t m
•a I
2 z 4 T Y.P '_ °
38 64. Nails
2
Note: -._
J M J1 tE s
s 13 Nails
32
\
Note: Camber
6 Nails 2 Nvil
'
• see io'nr detail T R U 5 5 D I A G R
Bottom Chord 1/2" a center - -
D E S I G N for H I P M E M B E R #6- 26' -9" to 32' -8" Incl.
I� - I S' -0"
y _. .
b 1920E R 8 STRONGHOLD NAILS /
'
%to
t L A H 7, 1
— .� Im dh
II CC ( /
/� \ 9
t
2 dL
_ . Joint J l2. ST i __________63.5_4_,C5-;--j-1,
. � C en:
k 9s x -1 SANFORD
_` _ _ 6 Nails s _ l
- 2 -1 c S T R E 5 S D I A GRAM
d
2 _ ._
J o nt X r2i3 ,� „6'4 -1-F1C or V. P .Ja t % .� -�- r � t _.l
j _ k II "1� _ ____
!�_ b
-_
f Chi- V
GRI -P -LATE � , k ^r'fl
�/ ,/�
36 6' SANFORD GRI P L4TE / \
3 -- 1 '"742"b rfCut�
>- _s -_ _.y .. v
- ; GY- i
36" 8k �� �
_.__- 2 „ x4 r Jdckss - 2 ...<
r - H
2 x 7 7 . I. - t v _ b mI_ -- __ 5 STRONGHOLD NAILS 205TRONGHOLD NAILS Sett 1 2'iE
In g p
Is
43 -I/2' Ht ! t E Not 13 Na h 32'
t detail .--- 1
y t : Comber Bottom
No 4 \ ” see joint n
Bottom Chard 1/2" a center TRUSS U 5 5 DIAGRAM
R E 7 -9" r° 32' -8" Incl.
I
i �P'rC
/ / 3' �
;
. o D E S G N For H I P M E M B E ,(
'p N ;l4 -
24; n � / 1nt
/ °. -. :._-_ \ • \
t
1
,�P.� Isometr c V ew of Hip
S A N F O R D 084 - P -LATE 5 l U M B E R shall be E1 Fir or Yellow Pine. DESIGN LOAD5 6" EI SANFORD GRI -P -LATE & 6" El SANFORD G;RI- -LATE 8
Position Naifs
6'x3 -1,4 SANFORD GRI -P -LATE 9 3 SANFORD GRI -P -LATE r l�
_
„qn r. `
F
a.
[�
TS > ra��.
4'
e ft. r B r
r� #!(Z
hTf
� A. CAROL R O L S A N F O R D ARCHITECT
Fort Lauderdale, Florida P..O. BOXI .442
SANFORD INC,
1 - 1 / 2 STRONGHOLD NAILS 4 " o c Dead Load on Roof -20E sq. ft.
TRUSS face. Allowable Unit Stress of 6; - -
NOTE: Install Sanford Grl -P -later on each side of
- 1200 parallel to grain 120 -3 /8 HD - .028 HD Elecrr° Gal Live Load on Roof -30E sq ft
p.s x treme fib pars Dead Load on Ceiling IOs ft .
SANFORD GRI- P -LATES shall be 20 gage .0359 f - 1450 p s extreme fiber in bending INDEPENDENT NAIL CO. 9- E 9� � {
Y 9ewo'er, Mass. Total Design Load -60 sq. ft. /
Elecrr° Gaiv. Steel, perforated with 1/4' depth - 1,600,000 p s Modulus of Elasticity Br'd
triangular teeth to form the gripping surface. NOTE: e 2 x 4 E1 Fir allowable a t st ass NOTE; 33 - 1 /3% allowable 10 STRON
c - 660 p.s '. compression parallel to groin
f - 850 extreme fiber in bending. unit stress increase
pi for she -1 time loading.
i _.--1''i.-- 1 1116
J �` -' d � �`-e -r --- /
J _
1 -- -' t6�,_
HOLD NAILS µ 3 -,.
12 STRONGHOLD NAILS
SANFORD GRIP PLATE TRUSS 26'-9" to 32' -6"
2 -1/2 • 12 Pitch
7 -26 -'5555
•
•
•. " f<� `f e.
REF.
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L
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1 • 3�z TOt s N1 t\( TRANE.
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AC. FOR E13T. RES. MR MRS. FL\RR
310 Kl E �~C,
&C. F`< s
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