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tj i �".{1 + � i ^ fi r. e , ), r/ r .►
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•
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4'C;,. N -{ A;
O
Vf
7
30' -1
92' -1" to Si
Joint 3
2x
2x6 6 __
2x8
Joint 4
up to 14' -0 "for 2.5/12
up to 15' - 0" for 3.0/12
Joint 3
\ 4
2 x
— w 7 6
2x8
Joint 4
14' -1" to 18' -0" for 2.5/12
15' -1" to 19' -0" for 3.0/12
Joint 3
i 2 x 6 ____ Joint 2
7
2x
La 2x8
Joint 5 Joint 7
18' -1" to 22' -0" for 2.5/12
19' - 1" to 23' -4" for 3.0/12
j Joint 3
2x
�x6
int 6
12
23' -5" to 27' -4" for 3.0/12
Joint 3
Joint 6
to 34' -0" for 2.5/12
r Mr A3.0/12
22' -1" to 26•-0" for 2. /12
• Joint 6
26 -1" to 30' -0" for 2.5/12
27' -5" to 32' -0" for 3.0/12
Joint 3
2.533
J Th)
Joint 1
Joint 2
2x6
Joint 7
12
Joint 1
4
12
2.533
One member for each
14' -0" of supported span
• Joint 2 One member for each
io'-o" of supported span
Joint 7
Joint 2
_2.533
One member For each
20' -0" of supported span.
One member for each
17' -0" of supported span.
11
Joint 1
- -1
One member For sash
12' -0" of supported span.
12
_._.- ,.
NOTE: CAMBER BOTTOM CHORD
OF GIRDER TO MATCH ADJACENT
TRUSSES
0
2
2
0
2.563
Joint 1
12
18'- 1"
to 22' - 0 " "l Two member
. . ----- Supported
T uses
18' - 1"
r
Ito 22' -0 "I
te r•
2.563
Joint 1 (Alt.) .
4
12
One member for each
9' -0" of sopporfed span.
2.5/1 a n • 7 2 SLOPE — TO r -- a PANS — GIRDER TRUSS
JOINT I I
1925 330 Sanford
I I 6 . Grip- Master
c - � 4 ..
d
it_ _1
111111i
One member
Girder
Supp ted
Trusses
1125
a��
14' -0"
rum Dia•raa
Stress Diagram
a
2100
Truss Diagram
Stress Diagram
1350#
1320
1240
Truss Diagram
Stress Diagram p
• 1
18' -0-
Truss Diogrom
t. 2
Stress Diagram R
""1
b
g
2140 1650
Truss Diogran
2 14250
Stress Diagram g
1
2
2
r Q
I b
T R U
3850
r 960 pFC
9/4004
4200
•
mo
► 110.......
g a
�7D60 1650
313r-Or -
Truss Dfogrsn
t• 14,1004
Stress Diagrarn 3
12400
2.5 & 3 1 3. 4
b
9i OOfC
14,000
5000
91
250 g L
1240
1240
2,c00f II730Fe I21000- 4
g
a
b
f
b
f
IC f
f
2 -1/2"
(2) 560 Sanford Grip - Masten 3/4"
(5 x 12's)
JOINT
324 x 8)-San ard
Grip- Master 1 -1/4"
318 (3 x 6) Sanford Grip- Master
JOINT
545 (5 x 9) Sanford Grip - Master 1 p 2 -1/2 "
I I'
2-1%2" - '1
6x18 Sanford Gr -P -late 9 ., lapped over
5-150 Sanford Gri -P -late - Total 50 Position Nails
nrr
e o p y r i
h t 1962
SANFORD GRIP - MASTER PLATES applied to both faces of truss at joints as
detailed, shall be 20 gauge galvanized steel, with four 5/16" formed teeth
per square inch of gripping surface.
SANFORD GRI -0- LATES, applied to both faces of truss of joints us detailed
shall be of 20 gouge galvanized steel, perforated with 1/4" deep triangular
teeth (2.2 teeth per square inch) to form the gripping surfoce, and having
position nail holes pierced in the plate.
POSITION NAILS, located as shown in joint details shall be 1 -1/2" long
annular ring shank 0.120" diameter, 9/32" head, at equivalent nail with
common head.
CENTERLINES of Sanford plates shall be located ot joint centerlines or
circled points (o) unless otherwise shown.
CUTS ON WEB MEMBERS: Double cuts on all web members shall meet at
the centerrne of the web unless otherwise shown.
TRUSS MEMBERS shall be accurately sawn and then firmly clamped in
ardequate jig so that upon completion all joints are in snug contact.
OTHER LUMBER of equal or greater stress value may be substituted far thot
shown in the lumber table.
LATERAL BRACING OF TOP CHORD: This truss has been designed con-
sidering the top chord is laterally broced with sheathing, purlins ot a
maximum spacing of 3' - 0" o.c., or laterol bracing at o maximum spocirg
of 3' -0 "o. c.
FOR SANFORD TRUSS NOTE: 33-1/3% allowable
HANGER -REFER stress increase for short time
TO SHEET NO. 699 loading.
(2) 560 Sanford Grip - Masters
(5 x 12's)
T-864 Sanford Grip - Master
JOINT
- 3 3'x8) A
j Sanford Grip - Master b
324 (3 x 8)
Sanford Grip- Master
324 (3 x 8) Sanford Gr p- Master
rM
R.
7 !
545 (5 x 9) Sanford Grip - Master t 2 -1/2"
LUMBER: shall be
onstruction Fir or
1 1 Southern Pine.
Live and Dead Lood an roof
45 psf
Dead Lood an ceiling
. 10 psf
Total Design Lood
55 paf
3 .
CE
•'No. 6911
r+s
A`\ STATE OF
FLORIDA /,
u nit Jr C eED EO
. Upon,
will req Le io y o publi copy c oof uththior
n.f ppl , ;ed
'design bearing on impression seal
enrol seal /f
O
7
SANFORD GRIP- MASTER PLATES, applied to both
1 faces of truss at each joint, shall be 20 gauge gal-
s vanized steel, with four 5/16" formed teeth per square
inch of gripping surface. Centerlines of Sanford
Grip- Master plate shall be located of joint centerlines
unless otherwise shown.
of as re "r
VALLEY MEM ER A
ft-
1
t 8 ft. VALLEY MEMBER 6
)
0
0
fel
X
N
4
12 Ft.
16 ft.
210 Sanford Grip- Master (2 x 5)
T - 520 Sanford Grip Master
13 Sanfor
Grf Master
4
l x3
VALLEY MEMBER C
T - 520 Sanford Grip Master
2
X 4
`13 Sanford Grlp- Master (1 x
Tyre 2X
X4
13 Sanford Grfp- Master
(1 x 3)
Li
VALLEY MEMBER E
ft.
VALLEY MEMBER D
T -520 Sanford Grip - Master
IDENTIFICATION
TYPE OF TRUSS
Hip Metn3wk
Girder Trustti%
H
G
. Valley MI40114 V
Hip Jack HJ
End Jack J
Corner Jock CJ
Blocking Over Bearing B
NOTE: In Dade end IIMlre
Counties, use only fl, 1500F
or equal, stress traded lumber.
210 Sanford Grip Master (2 x 5)
315 Sanford Grip Master (3 x 5)
12
varies
O
co 't
�4
x
N ed
-•••,„
1:� LJ
Staid(rd Truss Spacing 24" o.c.
2
• ` .
3 1
so,
( RED EN
Upon request, any public authority
will Le supplied a copy of this
design bearing on kpression seal.
315 Sanford Grip - Master (3 x 5):
■
war moo meeo
P R. Me-4/
• "7
CERTIFICATE ti es
No. 6911
STATE OF
FLORIDA
Star
Top chord of truss
SANFORD G1ffP- MASTER TRUSSES shall be fabricateitimktioure
jigs so that upon completion, all joints are in snug contoct.
OVERALL SPANS, are based on the use of a 4" matrons"' width of
bearing, unless otherwise shown. Up to 8" of !mooring width may be
used, which wil permit an incregse in maximum we.oli spon of 8" .
2x4
and
Trusses 26" o .
1/2 of 2x6
Ilse one 16d nail
� at each truce.
T
RI
d
X
N
VALLEY MEMOULS
LIN}
i
PLAN
Cut to Match Pitch
S
copyright 1962 sanford truss, inc.
V _ g
Grirmaster Plate with hooked tooth
used on this truss.
(NO NAILS REQUIRED)
abM End
Truss
Lumber stall be of o mini grade
7 iTiriclalowables unit streams of:
c- 563pei Compression parallel to grain
4-750 poi Extreme filler in bending
E -1, 540, 000psi Modules of Bostic c I ty
2
•
0
c
•
1,2
DESIGN FOR TRUSS SPANS up to 17' — 9" SPACED 2' - 0" o.c.
FORCE DIAGRAM
NOTE: Web member to be 2 x 4
1 2 Southern Pine, Const. Fir or
Const. Hemlock.
Butt Joint
1/4" IT -525 Grip - Master
T -525 Grip- Master
14 Grip - Master (1 x 4)
DESIGN LOADING
Hoof 45 psf .
Gellin 10 psf .
Total 55 psf
(pod Duration Factor
33 -1/3% increase
CAMBER 1/2"
Overall spans are based on EFie use of a 4" nominal width of bearing.
Up to 8" of beg jngwisdth may be used which will permit an increase in the maximum overall span of 8"
LUMBER: Max. 2 x 4 lop 2 x 4 btm.
Overall Spans Chord Chord
0 1
IT
Dense So.Pine
K.D So. Pine
Se!. Str. fir
Sel.Str. Hemlock
1 1 Southern Pine
1
ALTERNATE JOINT
- III
1
n
LUMBER: Max.
Overall Spans
1500f Ind. Hemlock ]7' — 5u
1 2K.0. So. Pine
1 2 Southern Pine
1200f Ind. Doug. fir
1200f Ind. Hemlock
2 x 4 Top
Chord
2x4Btm. LUMBER: Max. 2x4Top
Chord Overall Spars Chord
17' -9"
DATE: May 3, 1963
rev. May 23, 1963
a
Chord
b
2260'T
Maximum moisture content of lumber NO NAILS
shall be 19% at time of fabrication.
FILE NO. KGM — 17 — 2.5 — 55
c
17' — 1" Clear Span
NOTE: Wedge not required for spans 2' - 6"
less than those listed.
12 16 Grip- Master
2 (1 x 6) (1) 8d nail or
1 " (1) 13 Grip- Master
(1 x 3) (1) side only.
5/16"
Equal areas
321 Grip- Master (3 x 7) up to 17' - 9"
318 Grip- Master (3 x 6) up to 15' - 3"
SANFORD GRIP - MASTER PLATES, applied to
both faces of truss of each joint, shall be 20 gouge
corrugated golvonized steel, with four 3/8" hooked
crimped teeth per squore inch of gripping surface.
Connector Plate safe working a
bos:
Code: Dade
Pine or Fir:
Hemlock: psi
:
r
or° to
1 <
u
4 0
W
CO
O r:
• (,)
Q
a
d f
•a
/3 CERTIFICATE
No. 6911
it
STAT E OF
0 A'_ FLORIDA , J
Upon request, any public author :Ty
will Le supplied a copy of this
design Fearing an impress:on seal.
coovrtaht 1963 sonford trvu
1
DESIGN FOR TRUSS up to 32' - 8"
1300 #T
1000 #T
700
135 #C
FORCE DIAGRAM
6940 #T
T -880 Sanford Grip- Master
1/4"
ALTERN ATE JOINT
NOTE: All web members to be
2 x 3 or 2 x 4 (Kingpost to be 2 x 4)
#1 Southern Pine, 1500f Ind. Fir
or 1500f Ind. Hemlock.
CAMBER BOTTOM CHORD 3/8"
AT CENTER
NOTE: 8" width of bearing required.
LUMBER: Max.
Overall Spans
1 1 Dens So. Pine
1 1 K.D. So. Pine
Sei Str. Fir
SeI. Str . Hemlock
h Southern Pine
1500f Ind. s • • fir
3
2 x 4 Top
Chord
1 — All
2x4Btm.
Chord
3
1 — All
o
b
h
f
g
LUMBER: Max.
Overall Spans
1500f Ind. Hemlock
1 2K.D. So. Pine
'2 Southern Pine
1200f Ind. Doug. Fir
12001 Ind. Hemlock
2 -1/2"
SPANS - SPACED 2' - 0" O.C.
DESIGN LOADING
Roof .45 psf
Ceiling .10 psf
Total .55 psf
Load Durotion Foctor33-1/3%
5560 Sanford
Grip- Master
(5.5 x 12)
321 Sanford Grip- Master (3 x 7)
ALTERNATE JOINT
T535 Sanford Grip Master
2x4Top 2x4atm.
Chord Chord
"
LUMBER: Max
Overall Spans
1 -1 /2'l 318 Sanford
Grip Master
3" (3 x 6)
1 -
2 x 4 Top
Chord
a
A
R
Maximum moisture content of lumber
shall be 19% at time of fabrication
DATE: 4 - 22-63
Revised: 4 - 25 - 63
#
480# d 4 0 e 4804
3 1 5# b 480
#
iIi 4 5
11
g 160 f 170#
31' -4"
- Equal areas
12 39 Sanford Grip- Master
2.5 (3x3)
L/6
L
315 anford Grip- Master
(3 x 5)
2 x 4 atm.
Chord
FILE NO.KGM — 31 - 2.5 - 55(MP)
160#
Clear Span
SANFORD GRIP - MASTER PLATES, applied to
both laces of truss of each joint, shall be 20 gouge
corrugoted galvanized steel, with for 3/8" hooked
crimped teeth per square Inch of gripping surfoce
Connector Plate safe working loads:
Cod.: Dade
Moot Fir:
NO NAILS Hemlock : 165 psi
rd
3/4" Grip -Ma ter
(3 x 16)
CERTIFICATE
No. 6911
STATE OF
FLORIDA
0
0
li
r — ►.
4 Equal areas 1
� ENj
Upon re an public outhoAN
.61 1. snppl:ed a copy of this
deflyn Feor;ny on Impression seal.
oopyr{gkt 1963 winked hvse, Inc.
CANTILEVER DETAIL TO BE USED IN CONJUNCTION WITH
DRAWING FILE NO: KGM - 31 - 2.5 - 55(MP)(Dade)
LUMBER:
A - #1 Southern Pine or 1500f Industrial Fir
545(5x9) Grip- Master 315(3x57t'ip- Master
T -535 Grip -- Master
Butt Joint
5560 (5.x12) Grip- Master
570(5x14) Grip- Master from 3' - 6" up to 1/5
545(5x9) Grip Master for 1/5
L = 32' - 8" Overall
12
1 2.5
NOTE: In Dade and 8roward
Counties, use only #1, 1500f
or equal, stress graded Lumber.
5 ANFO
7) Grip- Master
Over 3'- 0"
up to L/5
NOTE: For remainder of truss see KGM - 31 - 2.5 - 55 (MP)(Dade
339(3x13) Grip Master
L = 32' - 8" Overall
SANFORD GRIP- MASTER PLATES applied to both faces of fr ... at each joint, shall be 10 gaup• cor-
rugated galvanized steel, with four 3 B' hooked crimped tutit soar square: Inch of gripping surface.
Position nails, located as shown in joint details shall be 1 -1/2' Iona annular rin shank 0.110" diameter
9/32 heed 0.113' diae!er, t -t/2" Ion fili.t b sod T -nail; a equivalent nail with common head.
PLATE LOCATIONS: Centerlines of Sanford Grip -Master Plots sMll coincide with joint centerlines,
or plates shall be located by circled Co) points unless otherwise dimensioned.
LUMBER SUBSTITUTIONS: Other lumber of ft .• same species with equal or greater stress values may
Le substituted for that shown on design.
1 CUTS Double cuts on web members will meet at the centerline of the web, oness otterwis• shown,
318(3x6) Grip- Master
540(5x8) Grip- Master
T
Over2' - 3" t
2 x 6 Wedge 2 1 '•
R
2 x 4 Wedge
318(3x6) Grip- Master
U
580(5x16) Grip- Master
318(3x6)Grip- Master
1111..
570(5x14)Grip- Master
S
315(3x5) Grip- Master
L/4
FABRICATION: Sanford Grip -Master true..• shall be fabricated in odeq ot• jigs, so that upon co.,ph.t on
all joins .Mil be reasonably nap. -
OVERALL SPANS are hosed on nominal e" bearing widths oral may be increased by a much os B' with
nominal 8" Louring widths,
LATERAL BRACING OF 1OP CFIC*O: This hues has bun designed considering it• top chord is
laterally braced at intervals not exceeding 3' - 0'.
FIELD BRACING: Truss manufacturer must Furnish truss erector with o copy of this des-an to o"me
that all r •Id bracing as noted on tit• drawing is properly installed.
L/5
NOTE: Use Standard Truss KGM- 31- 2.5- 55(MP)(Dade
for cantilevers of 9" or less.
to 2' - 3"
318(3x6) Grip
CERTIFICATE
No. 6911
fed
STATE OF
FLORIDA
OED EN
Upon ,equest, any public outhor:ty
Hill Le supplied a copy or this
Cesiyn Fear my on impression seal.
Camber this end up 1/4"
aster
® SANFORD TRUSS, INC.
P. O. Box 1177, Pompano Beach, Florida
165
-c
c
GM
SANFORD GRIP- MASTER PLATES, applied to both Faces of truss
at each joint, shall be 20 galvanized steel, with four 5/16"
formed teeth per square inch of gripping surface. Centerlines of
Sanford Grip- Master plate shall be located at joint centerlines un-
less otherwise shown.
SANFORD GRIP - MASTER TRUSSES shall be fabricated in odeq ate
jigs so that upon completion, all joints are in snug contact.
OVERALL SPANS, are based on the use of a 4" nominal ,idyl, of
bearing, unless otherwise ..hown. Up to 8" of bearing ...idth may be
used, which will permit on increase in maximum overall span of 8" .
210 Sanford Grip - Muster (2 x 5)
2x4 Sub- foci ci�
(by Builder) 18d Nails
1
x
1/4" clearance
36" to 48"
26 Sanford Grip - Master (2 x 3)_
8 d Nails _s
1/4" clearance _
12" to 24"
13 Sanford Grip- Master (1 x 3)
2 x 4 or 2 x 6
Top Chord of Truss
TYPICAL
2 x 4 treated Ledger, bolted
to wall 24" o.c. Shim
Soffit Joist to solid bearing
and attach to Ledger with
Sanford Framing Anchor of
each Joist.
(by Builder)
2 x 4 treated Ledger,
bolted to wall 48" o.c.
Shim Soffit Joist to solid
bearing and attach to '
Ledger with Sanford
Framing Anchor at each
Joist.
(by Builder)
Min. 2 x 4 Plate
(by Builder)
TYPICAL
_ Sanford Grip - Master (1 x 3) -
— 2x4 or 2x6 Top
" .1 i — L)Lor`fTruss,TYPICAL ALL OVERHANGS ,
_ 315 Sanford Grip Master (3 x 5)
r-t ,
�-. 2 x 4 Sub -facia
.� (by Du i idtr)
�8dNails
IC- 1/4" clearance
NOTE: In Dade and Broward
Counties, use only tt1, ISOOF
or equal, stress grades lumber.
Gripmaster Plate with hooked tooth
used on this truss.
(NO NAILS REQUIRFD)
ht
-CERTIFICATE
No. 8911
I" 4,2
STATE OF
i c` FLORIDA
7 ERED EN
Upon request, any public authority
Nill Le suppled o copy of this
- es!yn 'r sonny on impression seal.
TYPICAL for concrete tie beams. See
P. 217A for truss anchorage detail using
stud beoring walls In areas of 20 psf
wind Toad and less.
DETAIL OF LEVEL SOFFIT OVERHANG, 2-1/2 /12 PITCH AND OVER
48" to 72"
l
Shim to
Solid Bearing
2x4 Plate
(by Builder
TYPICAL
Concrete Ti. Beam
TYPICAL
(2) 12 Sanford GrIp - Master (1 x 2)
Wedge Block
26 Sanford Grip - Moster (2 x 3)
T
2x4
1/4" clearance
24" to 36"
Nail with three 16 d Nails,
1/8" x 1" Strap Anchor bent
over Top Chord of Truss.
TYPICAL
• r3 Sanford Grip - Master (1 x 3)
: „ \ j8d im m i x Nails
Wedge Block
- 1/4" clearance
Up to 12 "
8 d Nails
•
c
/
/.' //11 o:t)
&r
t.cs L. CO R f30L fFU 4'x0" U. C.
IT:4 HURNICA? E CLIPS
ryE'Ic,v. ovEr HANG
1' ,'PI( OV
FXf ENC) t '(`Hr),iS OVER TOP C;Iit)RIY)
FOR !al:IM r 1 :S !) TAI
,s Q
I�1
r;iii'): 3 M1J3F •N')I
I IAR ON AN'f INTERIOR
'NAL_t_ 0R PARr1TtoN
U+11 -F,.3(.3 DES{ ()NE!) FOR
X1 715 !-`./'
/D. D O
• . � T �I
oc/9i7oN J ti /t/
0
r
SUrVY OP LOSS 7 "( Less the East 20 Feet`
AND ALL OR LOT 8, BLOCK 430
Amended Prat of
MIAMI SHOES SECTION NO, 1
According to the Plat thereof as recorded in` Plat Book 10 , at Page 70
Public Records of Dade County, Florida.
ForDEAN CLAUSSEN
ORDER NO, 27600
2
4 13
J
P,
ry '1, '
o 25 '
5
' e , `
kkq
i HEREBY CERTIFY that the attached sketch represents
e survey made under my direction and is frus and correct
There ars no encroachments wept as shown.
REGISTERED LAND SURVEYOR 421
STATE OF FLORIDA
`
F. B380..5,6 & 7
Date AUGUST 21,1962
- P /.pcs'
LOT DETAILS SCALE 1' 20
l SANFORD GRIP - MASTER PLATES, applied to both
I faces of true at each joint, shall be 20 gauge gal-
► vantzed steel, with four 5/16" formed teeth per square
inch of gripping surface. Centerlines of Sanford
Grip-Master plate shall be located at joint centerlines
unless otherwise shown.
of a: re qu�re -
VALLEY MEMI A .]
4 ft.
12 N.
116 ft.
2
X4
2
r Z
210 Sanford Grip- Master (2 x 5)
8 ft. VALLEY MEMBER 6
T -520 Sanford Grip- Master
13 Sanford Grip- Master (i
VALLEY MEMBER E
14 1t.
VALLEY MEMBER C
T -520 Sanford Grip - Master
2X
4
X4
13 Sanford Grip - Master
(1 x 3)
x
VALLEY MEMBER D
T -520 Sanford Grip- Master
0
210 Sanford Grip- Master (2 x 5)
12
varies
f �
l
IDENTI
TYPE OF TRUSS
' Hip Mefi3pk H
Girder Irmo. G
Valley Mti9gi* V
Hip Jack HJ
End Jack J
Corner Jack CJ
Blocking Over Bearing B
NOTE: In Dade and Irerue
Counties, use only 01, 1500F
or equal, stress traded lumber.
315 Sanford Grip - Master (3 x 5)
. /°.
Sta4d (rd Truss Spacing 24• o.c.
R.
M
41
CERTIFICATE
No. 6911
rwa
STATE OF
FLORIDA
t E D EN
Upon request, ony public authority
will be supplied a copy of this
design beariny an impression seol.
315 Sanford Grip - Master (3 x 5)
2 x4
Top chord of trues
SANFORD G1f1P -M. tER TRUSSES shall be fobricetetim42pre
jigs so that upon completion, all joints are In snug contact.
OVERALL SPANS, are based on the use of o 4 nomtnol width of
bearing, unless otherwise shown. Up to 8" of bearing width may be
used, which will permit on increase in maximum overall span of 8" .
1/2 of 2x6 A
one 16d nail
at each truss.
'o
x
VALLEY MEMHfblis
PLAN
copyright 1962
Cut to Match Pitch
sanford
truss in
Lumber shall be of e minimum grade
wrt o towable unit streams of:
c- 560pai Csn,preasion peroflsl to grain
I-750p 1 Extreme flher in bending
E- 1,540,000pei Modulus of Eleeticity
Gripmaster Plate with booked tooth
used on this truss.
(NO NAILS REQUIRED)
le End
Truss
1,2
DESIGN FOR TRUSS SPANS up to l7' — 9 "
FORCE DIAGRAM
NOTE: Web member to be 2 x 4
1 2 Southern Pine, Const. Fir or
Const. Hemlock.
Overall spans
LUMBER: Max.
Overall Spans
1 1 Dense So.Pine
1 1 K.D. So. Pine
Sel . Str. Fir
Se!.Str. Hemlock
Butt Joint
1/4" IT -525 Grip - Master
ALTERNATE JOINT
are — ed on the use of a 4" nominal width
1 to of beatjn9 width may be us ed wh will pe rmi t
2 x 4 lop 2 x 4 Um. LUMBER: Max. 2
Chord Chord Overall Spans
1500f Ind. Hemlock
1 2K. D. So. Pine
1 2 Southern Me
1200f Ind. Doug. fir
it Southern Pine 17' — 9" 17' — 9" 1200f Ind. Hemlock
1500f Ind . Doug 9"
SPACED 2' - 0" o.c.
T -525 Grip- Master
14 Grip- Master (1 x 4
CAMBER 1/2"
of bearing.
an increase
x 4 Top
Chord
17_• -5
17' 9
DESIGN LOADING
Hoof 45 psf .
Gillnp 10 psf .
Tom( 55 psf
Load Duration Factor
33 -1 /3% increase
Maximum moisture content of lumber
shall be 1 9% at time of fabrication.
DATE: May 3, 1963
rev. May 23, 1963 .
a
in the maximum overall span of 8 ",
2x 4atm. LUMBER: Max. 2 x 4 Top 2x 4atm.
Chord Overall Spans Chord Chord
b
FILE NO. KGM- 17- 2,5 -55
17' - 1" C leor Span
NOTE: Wedge not required for spans 2' - 6"
Tess than those listed.
12 16 Grip- Master
2.5 (1 x 6) (1) 8d nail or
(1) 13 Grip- Master
(1 x 3) (1) side only.
NO NAILS
5/16"
Equal areas
321 Grip - Master (3 x 7) up to 17' - 9"
318Grip- Master (3 x6) up to 15' - 3"
1 SANFORD GRIP - MASTER PLATES, applied to
lath faces of truss of each joint, shall be 20 gauge
corrugated golvonized steel, with four 3/8" hooked
crimped teeth per square inch of gripping surface.
Connector Plot* safe working ls:
C Dade
Pine or Fir:
HemlockJ
165 psi
RED EtA
g, R. /4
/..,
ERTIFICATE '
No. 6911 .4
STATE OF
to FLORIDA
2 d
Q
rL
CO
Upon Iv:Nest, an public oulhonly
of II Le supplied a copy of 11,4
design FeoAny on Impress`on real.
co2Yrisht 1963 sonford truss
DESIGN FOR TRUSS up to 32' - 8"
1300
1000+ T
1350
FORCE DIAGRAM
T -880 Sanford Grip- Master
1/4"
ALTERN ATE JOINT
NOTE: All web members to be
2 x 3 or 2 x 4 (Kingpost to be 2 x 4)
#1 Southern Pine, 1500f Ind. Fir
or 1500f Ind. Hemlock.
CAMBER BOTTOM CHORD 3/8"
AT CENTER
NOTE:
LUMBER: Max.
Overall Spans
'1 Donee So. Pine
if K.D. So. Pfne
Sol. Str. Fir
Sol. Str. Hemlock
1 1 Southern Pine
8" width of bearing required.
2 x 4 Top
Chord
32' — 8"
6940 #T
2x4Btm.
Chord
32'—
11
a —
b
c h
d
d
LUMBER: Max.
Overall Spans
1500f Ind. Hemlock
#2K. D. So. Pine
'2 Southern Pine
1200f Ind. Doug. Fir
12001 Ind. Hem lock
2 -1/2"
SPANS - SPACED 2 – 0" O.C•
DESIGN LOADING
Roof .45 psf
Ceilin .10 psf
total .55 psf
Load Duration Factor33 -1 /3%
- 0" 1 5560 Sanford
Grip-Master
(5.5 x 12)
T535 Sanford Grip- Master
2 x 4 Top
Chord
30' - 4"
321 Sanford Grip- Master (3 x 7)
ALTERNATE JOINT
2x4Btm.
Chord
11
1 -1/2'
LUMBER: Max.
Overall Spans
2 x 4 Top
Chord
DATE: 4 - 22 - 63
Revised: 4 - 25 - 63
c
315 # b 4 8 0 r t
R
1 -1/2" 318 Sanford
Grip - Master
3" (3 x 6)
- Equal areas
12 39 Sanford Grip- Master
2.5 (3x 3)
L/6
11
s 160# f
L4
315 anford Grip- Master
(3 x 5)
Chor
tm.
FILE NO.KGM – 31 - 2.5 - 55(MP)
#
480# d 480 e 480#
170+
31 -4"
3/4"
160#
Clear Span
Equal areas
SANFORD GRIP - MASTER PLATES, applied to
both (aces ortruu at each joint, .Fall be 20 gouge
corrugotod galvanized stool, with four 3/8" hooked
crimped teeth per squore inch of gripping surface.
348 San(rd
Grip-Ma ter !.L
(3 x 16)
Connector Plato safe worfclng loads:
Co": Dade
Pine or fir:
Maximum moisture content of lumber NO NAILS Hemlock: J 165 psi
15oof t n d . .ftr ' _ " ' _ " :hall be 19% at time of fabrication
;�R. M \
C EIFI
No. RT 6 9 (
STATE OF
FLORIDA 4
BRED t t
Upon request, any public authority
.i II Le mppted a copy of this
Jes:gn beoriny an Impress ;on seal.
= a
V
<
O
oopyrIght 1963 Danford niss. Inc.
CANTILEVER DETAIL TO BE USED IN CONJUNCTION WITH
DRAWING FILE NO: KGM - 31 - 2.5 - 55(MP)(Dade)
LUMBER:
A - 0 1 Southern Pine or 1500f Industrial Fir
h I
}
545(5x9) Grip- Master 315(3x5) Grip- Master
T -535 Grip - Master
570(5x14) Grip- Master from 3' - 6" up to 1/5
545(5x9) Grip- Master for 1/5
Butt Joint
5560 (5.5x12) Grip- Master
L = 32' - 8" Overall
12
J 2.5
NOTE: In Dada and Breward
Counties, use only 11, 1500F
or equal, stress graded lumber.
S ANF O
7) Grip- Master
Over 3'- 0"
1. = 32' - 8" Overall
SANFORD GRIP - MASTER PLATES, applied so both facer of nog of each joint, shall be 20 gauge COI -
rugatd golvon7led steel, with Tow 3.'B" hooked crimped teeth per quote Inch of gripping surface.
Position nails, located as shown in joint details shall Le 1 -1/2" long onnutar ring .honk 0.120" diameter
9/32" head; 0.113" diameter, 1 -1/2' long fillet head T -nail; or equivalent nail with common h. sod.
PLATE LOCATIONS, Centerhr.as of Sanford Grip-Master Plates shall coincide with joint centerlines,
ar plo.o. shall be located by circled (o) points un'eo otherwise dimensioned.
LUMBER SUBSTITUTIONS: Other lumber of the same species with equal or greater stress rolues may
be substituted for that .hors.ss on design.
,vtg CUTS, Double cuts on web members rill meet at the centerline of the web, unless otberwis• shown.
NOTE: For remainder of truss see KGM - 31 - 2.5 - 55 (MP)(Dade)
318(3x6) Grip - Master
up to 1/5
339(3x13) Grip- Master
540(5x8) Grip- Master
r
2 x 6 Wedge 2
2 x 4 Wedge
R U S
580(5x16) Grip- Master
Over2' -3" to3' -
570(5x14)Grip- Master
318(3x6) Grip- Master
L/4
FABRICATION: Sanford Grip -Master hover hall be fubr;cated In od.quui• jigs, w t hot upon compl
all joints shall be reo.on.bly snug.
OVERALL SPANS airs bind on n.osstrwl ♦' bearing widths and may be inc; soled by as much us B" with
nal g" booting widths.
LATERAL BRACING OF TOP CHGRD, This true ho been designed considering the top chord s
laterally braced at intervals not .seeding 3• - 0'.
FIELD BRACING: Truro manufacturer mud furnish Ova erector with o coq of this design to assure
that all Reld bracing as noted on the drawing is properly installed.
L/5
NOTE: Use Standard Truss KGM- 31- 2.5- 55(MP)(Dade)
for cantilevers of 9" or less.
to 2' - 3"
318(3x6)Grip- Master
315(3x5) Grip- Master
318(3x6) Grip4Aaster
\t-v1' M
A CERTIFICATE iR1
No. 6911
ew
STATE OF
R` FLORIDA
Camber this end up 1/4"
1-4 E D
Upon request, any public author:1y
Y./ill Le suppled a copy of th.ls
r'es;gn beariny an ;.mpresslon seal.
® SANFORD TRUSS, INC.
P. O. Box 1177, Pompano Beach, Florida
165
GM
c
CO
0
0
SANFORD GRIP - MASTER PLATES, applied to both faces of truss
at each joint, shall be 20 gauge galvanized steel, with four 5/16"
formed teeth per square inch of gripping surface. Centerlines of
Sanford Grip- Master plate shall be located at joint centerlines un-
less otherwise shown.
SANFORD GRIP - MASTER TRUSSES shall be fabricated in ndeq ore
jigs so that upon completion, all joints are in snug contact.
OVERALL SPANS, are based on the use of a 4" nominal r.dth of
bearing, unless otherwise >hown. Up to 8" of bearing width may be
used, which will permit on increase in maximum overall span of 8" .
210 Sanford Grip- Master (2 x 5)
r -r -
2x4 Sub- foci d�
(by builder)
1 8d N
1/4" clearance
36" to 48"
13 Sanford Grip- Master (1 x 3)
2 x 4 or 2 x 6
Top Chord of Truss
TYPICAL
26 Sanford Grip-Master 2 x
S
8d Nails
1/4" clearance _
12" to 24"
A N
Min. 2 x 4 Plate
(by Builder)
TYPICAL
2 x 4 treated Ledger, bolted
to wall 24" o.c. Shim
Soffit Joist to solid bearing
and attach to Ledger with
Sonford Framing Anchor at
each Joist.
(by Builder)
2 x 4 treated Ledger,
bolted to wall 48" o.c.
Shim Soffit Joist to solid
bearing and attach to
Ledger with Sanford
Framing Anchor at each
Joist.
(by Builder)
NOTE: In Dade and 8ro•ard
Counties, use only #1, 1500F
cr equal, stress grades lumber.
Griprnaster Plate with hooked tooth
used oa this truss.
(NO NAILS REQUIRFD)
t t, R. M
-�' CERTIFICATE e
No.6911
r.a
STATE OF
F FLORIDA / �4,
E D EN
TYPICAL for concrete tie beams. See
P. 217A for truss anchorage detail using
stud bearing walls In areas of 20 psf
wind load and less.
13 Sanford Grip - Master (1 x 3)
` 2x4 or 2x6 Top
Upon request, ony pub!!c authority
+,ill Le supprer! a copy of this
'!esyn ear■ny on •ep es s seal.
ORD
- 1/4" clearance
DETAIL OF LEVEL SOFFIT OVERHANG, 2 -1/2 /12 PITCH AND OVER
Lilord of Tru
4.8" to 72"
Shim to
Solid Bearing
2x4 Plate
(by Builder
TYPICAL
ss - ALL OVERHANGS
( L.
Concrete Tie Beam
TYPICAL
315 Sanford Grip Master (3 x 5)
r'1
2 x 4 Sub -focia
(by Bui lder)
~ 1 8d Nails
(2) 12 Sanford Grip- Master (1 x 2)
Wedge Block
26 Sanford Grip - Master (2 x 3)
8d Nails
2x4
1/4" clearance
24" to 36"
Nail with three 16 d Nails,
1/8" x 1" Shop Anchor bent
over Top Chord of Truss.
TYPICAL
.13 Sanford Grip - Master (1 x 3)
7
8 d Noi Is
•L_Wedge Block
1/4" clearance
Up to 12"
—«h
TRUSS
copyright
1962
a n f or
r u s s,
n c.
2
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•
v
J
H
s
•
IND
,f•
/ 1 4 4 4 ` - / ?. S'
i )'.T ) VAC)" 0. C.
, 4'• 4 +
� ' ∎C Ali¢ mil. S
G - )
.3
f.X NTj AN(ti1Qr S o'/E.R POP CHORUS
NOES: TRUSSES MUST NOT
13E-",1R ON ANY INTERIOR
WALL OR PARTITION
UNLESS DESIGNED EOf
SAME.