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J. I. FORD CO.
1714 W. Flagler Street
Miami 36, Florida
Phones: FR 9 -3503, FR 1.0021
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ORDER NO. 29.113
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REGISTERED LAND SURVEYOR
SPATE ON FLORIDA.
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SCALE! le• 20
I HEREBY CERTIFY that the attached sketch
represents a survey made under my direetian
and is true and correct..
There are encroachments a���
,SURVEY OF LOT 2
AMENDEi FLAT OF
GOLDEN `0A'T E PARK
According to the PLAT thereof as recorded in PLAT BOOK ?, at PAGE gii of the
PUBLIC- RECORDS OF DADS C0UNTX, FLORIDA.
FOft. ART OLSEN DATE JANUARY 1 1
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AIR CONDITIONING CORP*
24/5 W. ath LANE fU 8-4634
P" HIALEN-i, FLORIDA Sear; JI SIT
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THiS ORAWINO S LLUSTRAHVE ONLY AND iS SUBJECT TO moolFICATION !zit
ACcOROAKE WITH STRUCTURAL CR OTHER REQuIREmENTS.
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I H CPATIFY that the attached sketch
repreeelt1 1,nclor
a.FIA
7.1).!re are encroachr.mt6
R7 Cfri 13:7
OF •.1,(2
OF LT: 2 ,
I) FLAT OF'
7-'2■;•?•!(.
to ",l• thet..—)C a riIre 5 ' LAF 7, at 5 of th,',
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T -864 Sanford Grip- Master
_
ALTERNATE JOINT
NOTE: All web members to be
2 x 3 or 2 x 4 #1 Southern Pine,
1500f Ind. Fir or 1500f Ind. Hem-
lock.
CAMBER BOTTOM CHORD
3/8" AT CENTER
1/4" 550 Sanford.
Grip-Master
(5 x 10)
OVERALL SPANS, are based on the use of a 4" nominal width of bearing unless
otherwise shown. Up to 8" of bearing width may be used, which will permit an
increase in maxim _
umoverali span of "
LUMBER: Max. 2 x 4 Top 2 x 4 Btm. LUMBER: Max.
Overall Spans Chord Chord Overall Spans
'1 Dense So. Pine
1 1 K.D. 5o. Pine
5.1. Str. fir
Ssl.Str Hemlock
1 1 Southern Pine
1500f Ind.Doug.Fir
DESIGN FOR TRUSS up to 28'
FORCE DIAGRAM
28' -
28
3
11
28
28
11
11
1500f Ind. Hemlock
1 2K. D. 5o. Pine
#'2 Southern Pine
1200f Ind. Doug. Fir
1200f Ind. Hemlock
11
SPANS SPACED
0 —t-
b
A
c 11
f —
2'
- 0" O.C.
DESIGN LOADING
Roof 45 psf •
Ceiling 10 psf •
Total 55 psf
Load Duration Factor
33 -1/3%
T520 Sanford Grip- Master
___„„]
__--
321 Sanford Grip- Master (3 x 7)
ALTERNATE JOINT
12
3
a
14 Sanford
Grip- Master
(1x4)
DATE: 4 - 22 - 63
revised: 5 24 - 63 •
730#
0 1 7704 7x0#
4 0# b j 0701C
0 C 1 7
28 Sanford
Grip- Master
(2 x 4)
2 -1/2"
2x4Top 2x48tm. LUMBER: . 2x4Top 2x4
Chord Chord Overall Spore Max Chord Chord 8
26' - 8" 26' - 8"
Maximum moisture content of lumber
shall be 19% at time of fabrication
FILE NO. KGM - 28 - 3 - 55
4530
28' - 0" Cleor Span
12
J 3
SANFORD GRIP- MASTER PLATES applied to
tot aces o true of .ot to nt, s&Il be 20 gaup
convgot.d galvanized steel, with four 3/8" hooked
crimped teeth per square inch of gripping surface.
Connector Plots safe working loads:
Coda: Dade
Piro, or Fir:
NO NAILS Hemlock: 165 Psi
NOTE: Wedge not required
for spans 3' Tess than those
Iisted,
16 Sanford
Grip- Master
(1 x 6)
•
333 Sanford
Grip- Master
(3x 11)
/16"
Equal area:
(1) 8d nail or
(1) 13 Grip - Master
(1 x 3) on (1) side.
410#
CERTIFICATE
No. 6911
e+.
STATE OF
FLORIDA
Upon request, any public authority
will be supplied a copy of this
design bearing an impression seal,
co/might 1963 sonhaid trues. Int.
� \A 14 , R. M0,41
CERTIFICATE
No. 6911
STATE OF
'p8. FLORIDA ,
0,
RE EN
• •
1s=A
JOINT 18
JOINT 8
JOINT 1
NOTES All web
. 2x3 "C'
NOTE Ail
2x4'I x3
JOINT 7 JOINT 6
CAMBER BOTTOM CHORD 3/8• AT CENTER
JOINT 9 I`
13
3
„ be2x1 "1'
4 A _
JOINT 11
JOINt 12
Bioivatd
1, 1500F I"— CAM•ER IOTTOM CHORD 3/8" AT CENTER
lumber. { 1 1 -
JOINT 3
JOINT 13
I
JOINT 9 JOINTr3
JOINT 19
x 4 A
Max,
1 JOINT 17
SE-Td JOINT 7
JOINT 16 JOINT 15
CAMBER IOTTOM CHORD 3/r AT CENTER
13' - 0•
2xrC
12
-
CAMBER BOTTOM CHORD 3/8" AT CENTER
x
Its All webs
be 2.4 "roe 2.3 "C"
776
f5p°
JOINT 7
JOINT 14
JOINT 4
DESIGN FOR HIP 12
space - • a.
JOINT 14
DESIGN FOR HUh
FORCE
JOINT 14
12
12
12
x
3
JOINT 5
JOINT 10
10001
6
860
JOINT 10
.•r
3 10 050 10
4,5 11,
166r/C
12, 8001T- 4611 yaw
rlc c: i r...:.. n. t
Ceti : tz ..
or 'CCs', r. ..: F• .
2 A 4 werdri and
16(1 x 6) Sanford Grip - Master
JOINT 20
DESIGN FOR HIP 1 4
�jr o.e 720
770 c ( 770
° b; iii►`
;r .
8206 86061k 8d06
1
Ng
305 6 8 • r
a
360
a 4
• 28' - 0' Clear Swan _
57
4
1 ,
600
5200 24o4 -
L FORCE DIAGRAM
•
28' - o• Clear Scary
3 1:WC
4940 ` ,
u,�5obc
3
•
28' - 0• Clan Sion
F
r
I,3 l�
I ask 47S11
FORCE DIAGRAM
475 475
705 c• 1.1
4100 T
4-
2
b
d
•
705
) - 360
7
10
3/12 SLOPE ---TO
2
26 Senkrd Grlp- Master
(2 x 3)
■
39 Sanford Gip -MosNr
(3 x 3)
14 San lord Gip -Moto
(1 x 4)
1 / 4 "Cut
3/ 'II
131
161
342 Soniaro Gip -
(3 x 14)
315 Sanford Gip - Master
(3x5)
F -3530 San Master
(3.5 x 10)
191
2"
iftftw
5
I1
14
••pyrl9h1
1 71 . 4 11
I7 J
1/
324 Senfrd t 1p -Mr�ar
(3 x 8)
1 -1/4"
1 /4•
5/16" -
345 San9or Gip -
(3 x 15)
F -5570 Sanford Glp- Master
(5.5 .14)
312 Sanford G1p- 1Jssster
(3x4)
2 -1/2'
28 Sanford Gip -Mater
(2.4)
''
1 963
3
9
12
15
8
T -535 `oenfo'd GIp- Mass,
334 Sanford GIB -M•rar
( 1 0
1 '
5/16 " -
t
550 Sanford Grip -
( 5x10)
321 Sanford GIp -Mosta
(3x7)
315 Sanford Grlp-Mrrafor
(3x5)
1`
NOTE: In Dade an
Countries, use on #
or equal, stress g dE
Jpon request, any pubis
will Le supplied a cop
design Feanny an ■mpre
1 2
2x A ® �
•1Es All :. . t4i 2 x
iil�ii
DESIGN FOR HIP 11
at c r T - m end wall.
9' - 0"
ut
of t
on
NO1Es Hip tall coratd of two (2) trusses. Each Inca mot have Sanford Grip-Master ?Nohow both faces et all joints se shown.
drwith124rollsat 1 r. 7' 0" F
Trvue shall lse'� to•• JOINT 3
JOINT 1 JOINT 2
DESIGN FOR C
bated !' -
28' - 0' Clow S pan
2 s 4 wedge and
16(1 x 6) Sanford Grip -Master
3 •�
JOO 12 JOINT 7
—_ CAMBER IOTTOM CHC410 3/8" AT CEMY
S A N • ®R D T R S S
JOINT 20
4220
1,2 .
40
BOIICE DIAGRAM
T -520 Sanford Gip- Maser
— 8" SPANS — HIP SET
550Sanlord Gip -Mater
(5 .10)
1 1 NOTtis 2 x 4 v as*
" and! 16(1 x 6) S.G.M.
wedge not required for spans -
3' -0" less than those listed. -I 1'
SANFORD GRIF4A'STER PLATES applied to both faces of truss 01 eoch joint, shall be 20 gouge golvonized steel, with four 5/16' fanned
POSITION NAILS located as shown in joint details shall be 1 -1/2" long annular ring per square inch of gripping surface.
n shank 0.120" diameter, 9/32" head, trusses up to
36' - 8' overall spon may LOA 0.113" diameter, 1 -1/2" long fillet head T- .•ail; ar equivalent oll with tom o he shown.
C d Sanford Grip - Roster plates shall be located at joint centerlines or circled is (o) u nless
TRUSS MEMBERS shall be occurotely sawn and then firmly clamped in odequats jigs so thot upon completion all joints are in snug contact.
OVERALL SPANS ore based on the use of o 4" nominal width of bearing. Up to 8' of bearing width may be used which will permit an
Increase in the maximum averoll span of 8 ".
0091E1 LUMBER of equal or greater stress value rnoy be substituted for ttso• shown in the lumber table
U(Et(r - ON WEB MEMBERS shall meet at the centerline of the web, unless otherwise shown.
LATERAL BRACING OF 10P CHORD: This truss hos been designed considering the top chord is lateral braced with sheathing, purllns of
o maximum spocing of 3' - 0" o.c., ar loteral bracing at o maximum spoci+g of 3' - 0" o.c . as noted the
FIELD BRACING: Truss manufocturer must furnish truss erector with a cops of this design to assure that all field bracing
drawing is properly installed.
333 Sanford Gip- Master
(3 x 11)
0 -864 Sanford Gr'p- Maslo
LUMBER
-- B
A C
28' -8"
1 1 Southern Pine .12 Southern Pine 12 Southern Pin
15009 Industrial Fir 12009 Industrial Fir Construction Fr
26' -8" 12009 Ind. Hemlock Corot. Hemlock
1500f Ind. Hemlock - --
Design for Truss and Hip Trusses - up to 28' - 8" span
Live and deod load on roof 45 psf
Dead load on ceiling 1 0 psf
Total Design Load P sf
NOTE: 33-1/3% allowable unit stress increase
for short time loading. 165
Sanford truss, Inc.
s-2/41c„4
2
1
•
•
a
1,2
DESIGN FOR TRUSS SPANS up to 17' - 5" SPACED
a
NOTE: Web member to be 2 x 4
1 2 Southern Pine, Const. Fir or
Const. Hemlock.
Overall spans are
LUMBER: Max.
Overall Spans
1 1 Dense So. Pine
1 1 K.D. So. Plne
Sol. Str. Fir
Sel.Str. Hemlock
1 1 Southern Pine
1500f Ind.Doug.
FORCE `DIAGRAM
17' -
17' -
2x4Btm.
Chord
2Cho
Chord
7
b
0
N
Cr
oc
T -525 Sanford Grip- Master
ALTERNATE JOINT
based on the use of
-2"
a 4" nominal width of bearing, up to 8" of bearing
LUMBER: Max.
Overall Spans
1500f Ind. Hemlock
J2' - 4"
" 1200f Ind. Hemlock ,
"
1 2K.D. So. Pine
0 2 Southern Pine
1200f Ind. Doug. Fir
'- 0 "O.C.
T -520 Sanford Grip- Master
2 -1/8" 14 Sanford Grip- Master
(1x4)
Provide 1/2" Camber.
2 A 4 Top
Chora
2 x 4 Btm.
Chord
DESIGN LOADING
Roof 45 psf .
Ceiling 10 psf -
Too l 55 psf.
food Duration Factor
33 -1/3% increase
LUMBER: Max.
Overall Spans
0
2 x 4 Top
Chord
DATE: May 10, 1963
12
3
Chord
FILE NO. KGM- 16 -3 -55
920
NOTE: Wedge and 16 (1 x 6)
plate not required for spans
2' - 8" less than those shown in
lumber table.
16 Sanford
1" - �• Grip- Master (1) 8d nail or 0
(1 x 6) 1)13Grip- Master
(1 x 3) on (1)side
V I
5 /
an increase in the maximum overall span of 8 ".
width may be used which will permit
SANFORD GRIP - MASTER PLATES, applied to
both faces of truss at each joint, shall be 20 gouge
corrugated galvanized steel, with four 3/8" hooked
crimped teeth per square inch of gripping surface.
Connector Plate safe working loods:
Code: DADE
Pine or Fir:
Maximum moisture content of lumbe NO NAILS Hemlock. 165 psi
shall be 19% at time of fabrication
Equal areas
318 Sanford
Grip- Master (3 x 6)
CERTIFICATE F`
No. 6911
STATE ▪ OF
to FLORIDA 4•
EKE E$
cow' ri.rtt
Upon request, any public authority
will be suppled a copy nr tbis
design E.ar',g
0
4,
rd
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d 1'
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P-4
1-
r. 1
DESIGN FOR HIP 1 1 16' - 8" OVERALL SPAN - SETBACK -
7' - 0" FROM END WALL.
LUMBER,1"
A - /1 Southern Pine or 1500f Industrial Fir
8 - /2 Southern Pine, 1200f Industrial Fir or 1200f Industrial Hemlock
NOTE: All web members to be 2 x 4 B
NOTE: 33 -1/3% allowable unit stress
increase for short time loading.
fi
S. ANF O
SANhORJ GRIP MAS'ER PIA'ES eo, 1 born fore, e1 rr or eac 0; ^1, . he 2C pa, p• O1
m nc�..n , e, 'o ; 3 6 x '.c 'eern ,.er ra.,a a Iron of pr�:a,.ny .,,(c, P01,,'on ^.o;;r , oca,ea
,o1 .,e 1 -1 2 1- t , , , , p ro Ma ^t 2C' �)1 0.00 6 113'
^Y r -, o 4 1 connnon he
6 Ekl ".45 St, tt>, at w • ' er 1>e aea of one ,neu
5 ^.1C G k a .AS?FR 'R'SSE r . 0I, ,e •oor r, e,
- — � o _•w�v � w rat _po^ c�mo er�on 01i
OV[ KAcISPA'.S oe xwa a • .w o • 0 4 vm,.a■ 0,0
ar xal� .n,ea a , • w rna•^
T -525 Sanford Grip - Master
312 Sanford
Grip -Mr ter
(3 x 4)
2 x 4
24 Sanford Grip- Master
(3 x 8)
Symmetricol abou
centerline except for
center panel.
700/ 7 0/
e I d
+ 5020 c
X
0i 3 2
1450
5
330 Sanford Grip - Master
(3 x 10)
5020 T 6435/T
16' - 0" Clear Span
Live and deod load on roof
Dead load on ceiling
Total design I000 55 psf
1
Truss symmetrical about centerline/
except for center ponel
16' - 8" Overall
'CAMBER BOTTOM CHORD 1/4" AT PANEL POINTS —
T R U S
2
`0'S O.'er loo t... H •?,o, w y rhea +0!ot m0, be u.:bV,l,ted 1401 ,,o., In its 101..
EA
CJTS ON '.EB MEMBERS. Jo, b t 0^ 011 • e0.•mben . , ce , •r/1 a of the
^e0..^'. t Ewer. w r ^
o. re
LATERAL 34 *C ',G OF 'OP C v() '4,r .,u nor :,ee - :'.3 ;c ^t:x - a , • �n , j 1,
or 0c.,mcm t: oc , ol ,
F IFU BRA C;N6 1._u man. r ^,h I^,• tour .;n - a:1 , •r Io 0a0,e
tno 01, , 01. noc,y a1 o e. o e ar0.I,.p r 0 oc.• ,nvored 0 r
45 psf
JO psf
i
T -525 San fora Grip - Moster
12
_1_7_1 315 Sanford Grip- Moster
(3 x 5)
6 40/
FORCE DIAGRAM
7' - 0"
b
6560/
OT In
P
342 Sanford Grip - Moster
(3 x 14)
°
R
SANFORD TRUSS, INC.
, P. O. Box 1177, Pompano Beach, Florida
c
•
GM
wr.r
O-2 Sanford
Gf -P -late
- 321 Sanford Gip - Master (3 x 7)
- 2 ,,.
To p
—`'2 x 4
Vent Space
8 /' as required.
f, i
. I
Lot
�d
f
All vertical members 2 x 4, spaced 2' - 0" o.c.
7' - 8-3/8" Max. .4
.r • 321 Sanford Gip- Master (3 x 7)
Vent Space as required
?
318 Sanford Gip - Master (3 x 6)
13 Sanford Grip- Master (1 x 3) (Typical)
1 4._ 4
AI! vertical members 2 x 4, spaced 2' - 0" o.c.
—�F
z
;o
-o
1 -520 Sanford Gip - Master
16d nails
2 x 4 Lateral
' brace required
when length of
vertical mem-
bers exceeds
6' - 6
Notional Design Specifications for
Stress Grade Lumber (NLMA) design
criteria is followed with the following
exceptions:
Allowable stresses for 2 x 4 Construction
Fir, 2 x 4 Construction Hemlock,
GABLE END SHOWING DETAILS OF VENTS AND OVERHANG
ra
T -525 Sanford Gip - Master
West Coast
Const. Hem lock (L.F
13 Sanford Gip - Master (1 x 3) (Typical)
hor
Overall
hor
2 x 4
- 3 Sanford Gip -Mas er 1 x 3) (Typical)
13 Sanford Gip - Master (1 x 3) (Typical)
NOTE:
All vertical
members 2 x 3
or 2 x 4 spaced
2' - 0"o.c.
Bottom
Truss Span
1.76m
1.56m
12
varies (to match truss)
Chord
P M R"
1
-k CERTIFICATE E`
No. 6911
rea il
STATE OF
P co FLORIDA
F RED ENG
Upon request, any public authority
will Le supplied a copy of this
design bearing an impression seal.
321 Sanford Gip - Master (3 x 7)
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 cente — r rl n s un-
less otherwise shown. Position Nails, located as shown in Joint De-
tails, shall be 1 -1/2" Ton annular ring shank .120 diameter, 9/32"
head; 0.113' diameter 1 -1/2" long fillet headT -nail; or equivalent
nail with common head.
SANFORD GRIP- MASTER TRUSSES shall be fabricated in adequate
jigs so that upon completion, all joints are in snug contact,
OVERALL SPANS, ore based on the use of a 4" nominal width of
bearing, unless otherwise shown. Up to 8" of bearing width may be
used, which will permit an increase in maximum overall span of 8".
5/B" plywood or 1" nominal sheathing
1 -3
Max.
S A N F O R D T R U S S
2 x 4 lateral
required.
a rt b race as
r -Tr ss
Gable End
2' -0"
Truss Spacing
J
TYPICAL SECTION SHOWING •
OVERHANG WITHOUT OUTLOOKERS
NOTE: In Dade and Broward
Counties, use only 41, 15OOF
or equal, stress graded lumber.
Species & Grade
Coast Region
Construction Fir(L. F.
850
c
660
)750 560
copyright 1962 sanford truss, inc
MINIMUM LUMBER GRADE AND SANFORD GRIP - MASTER FOR HIP JACK
ROOF
SLOPE
JOINT 1
JOINT 2
JOINT 3
TOP CHORD
LUMBER
BOTTOM CHORD
LUMBER
WEB
LUMBER
1.5
GM 333
GM-330
GM-330
12001Ind.Hemlock
12001 Ind. Hemlock
Construction Hemlock
2.0
GM -327
GM-324
GM-324
12001 Ind, Hemlock
Construction Hemlock
Construction Hemlock
2.5
GM-321
GM-318
GM-318
12001 Ind : Hemlock
Construction Hemlock
Construction Hemlock
Construc
Construction Hemlock
Construction Hemlock
Construction Hem oT ca —
Construction Hemlock
3.0
GM-318
GM-315
GM-315
Construction Hemlock
Construction Rei ,ErE
Construction HemToo7 '
Construe t ion Hem�cTe
4.0
GM-315
GM-312
,GM -312
5 0
GM-312
GM-312
GM-312
Construction Hemlock
6.0
GM-312
GM-312
GM-312
Construction Hemlock
Construction Hemlock
MINIMUM LUMBER GRADE
Member
Top, Chord
Bottom Chord
1' - 0" Corner Joc
Const, Hemlock
Const Hemlock
3' - 0" Corner Jock
Cont. Hemlock
Const. Hemlock
5' - 0" Corner Jack
Const. Hemlock
Const. Hemlock
7' - 0" End Jock
12001 Industrial Fir
Const, Fir
PLAN OF- HIP ROOF CORNER WITH All JACKS - SETBACK 7' - 0" FROM OUTSIDE WALL
45° Bevel cut
Toe nail to hip
12 Sanford Grip- Master (1 x 2) jock with (2)
45° Bevel <ut— S (2) 8d nails 16d nails to
Toe rail to
Hip Jock with (2)
16d nails to top
chord, (1) 16d nail 1 I - Toe nail jock to chord .
to bottom chord 1I -1/2" plate with (3)
16d nails
45° Bevel cut
toe nail to hip jack
with (3) 16d nails to
top chord
(2) 16d nails to
bottom chord
1' - 0" CORNER JACK
4' - 11 -1 / 2 "
5' - 0" CORNER JACK
top chord.
(1) 164 nail
to bottom
DETAILS Of END WALL
WHERE TIEDOWN IS REQUIRED
(For use in seas with more than 20 psf wind forces)
2' - 11 -1/2"
3' - 0" CORNER JACK
312 Sanford Grip- Master (3 x 4)
or
(2) 26 Sanford Grip- Master (2 x 3)
r Toe nail jack to plate
'th (3) 164 nails
28 Sanford Grip - Master (2 x 4)
or
(2) 13 Sanford Grip- Master (1 x 3)
Toe nail jock to
plate with (3)
164 nails.
HIP F1 —
1/8", x 1" Strap Anchor
\ bent over top chord
(by Builder)
_Detail "B only
Attach to Hip 1 1
with (2) 16d nails.
7' - 0" END JACK
7' 0" E
2' -0"
ROOF CORNER PLAN
7' - 0" SETBACK
If 312 Sanford Grip- Master (3 x 4)
Roof Slope or
(2) 26 Sanford Gip- Master (2 x 3)
Bend plate over top of hip jock 2"
when it projects above
top chord
Bend line
0
Jack
—yL
s \ Hip Jock
\ C"
VIEW V IEW - A - A
Toe nail jock to
plats with (3)
16d nails
45• Bevel
cut
39 Sanford Grip-Master (3 x 3)
JOINT 1
•
3 x 6 Sanford Gip -Nail Plate
(45) bend)
( 6) nails required each side of bend, plus 2 at bend
114 na Is , Nails shall to 1 -1/2`
long annular ring shank
0.120 diameter, 9/3
head. / II
I
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 unless
otherwise shown. Position Nails , located as shown in Joint Details, shall be 1 -1/2" long annular ring shank .120" diameter, 9/32"
head; 0.113" diameter 1 -1/2" long fillet head T -nail; or equivalent nail with common head.
SANFORD GRIP- MASTER TRUSSES shall be fabricated in adequate jigs so that upon completion, all joints are in snug contact.
OVERALL SPANS, are based on the use of a 4" nominal width of bearing, unless otherwise shown. Up to 8" of bearing width may
be used, which will permit an increase in maximum overall span of 8 ".
CUTS ON WEB MEMBERS, Double cuts on all web members will meet at the centerline of the web, unless otherwise specified.
JOINT 2
HIP JACK FOR 7' - 0" SETBACK
DETAIL "C -C"
A
DETAIL - A
Showing attachment of hip jack
to Hip F1
*NOTE: 2 x 4 rafter is sufficient for all end jacks however larger sizes are generally used when
the top chord of the truss is larger.
16.97
Q Roof Slope
JOINT 3
A
Bend plate over
top of hip jock
when it projects
above top chord.
Bend plate over top of
end jock when it projects
obove top
chord -
•
3 x 4 Sanford GIP- t'.jpil Plate
(90• Bend)
4 nails required each side of
bend (Total 8 nails)
DETAIL - B
Showing attachment of end jack
to Hip /1
-3/8"
Top chord of
Hip /
copyright 1962 sonford truss, inc
SANFORD GRIP - MASTER PLATES, opplied to both faces of truss
at sac joint, s a TET20 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 odeT,ate
jigs that upon comp etT are in snug contact.
OVERALL SPANS, are based on the use of a 4" nominal 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" .
210 Sanford Grip- Master (2 x 5)
1
T
2x4 Sub -foci
(by Bu i Ider)
1 13d Nails
8dNails
1/4" clearance
36" to 48"
1/4" clearance
12" to 24"
SAN
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
_ .r
Min. 2 x 4 Plots
(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
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)
NOTE: In Dade and Brosard
Counties, use only 111, 1500E
or equal, stress graded lumber.
Gripmaster Plate with hooked tooth
used on this truss.
(NO NAILS REQUIRED)
\�ss, R. MQgyO
-P CERTIFICATE
3%* 111111111111 2x
or 2x6 Top Lhor`f Truss,TYPICAL - ALL OVERHANGS
It' ~� 315 Sanford Grip- Master (3 x 5) wan r �
2 x 4 Sub -facia
asr..
., (by 8u i lder)
8(d Plaits
1/4" clearance
RI 48 "to 72"
No. 6911
STATE OF
eo FLORIDA ,4;
FRED EN
ORD
DETAIL OF LEVEL SOFFIT OVERHANG, 2 -1/2 /12 PITCH AND OVER
13 Sanford Grip - Master (1 x 3)
Upon request, any public authority
will be supplied a copy of this
design hearing an impression seal.
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.
C. _
Shim to
Solid Bearing
try (2} 12 Sanford Grip- Master (1 x 2)
Wedge Block
26 Sanford Grip - Moster (2 x 3)
8dNails
2x4
1/4" clearance
24" to_36"
— *F
Nail with three 16 d Nails,
1/8" x 1" Strop Anchor bent
over Top Chord of Truss.
TYPICAL
r?_ i'3 Sanford Grip- Master (1 x 3)
2x4 Plate
(by Bui
TYPICAL
1
8 d Nails
-Wedge Block
1/4" clearance
Up to 12"
Concrete Tie Beam
TYPICAL
copyright 1
U S S
9
6
2
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