1080 NE 93 St (9)ITEMS
SUB CONTRACTORS & SIOLYEB -
NAME & ADDRESS
-
AIIIUNT
10 Arohitectural Fee ( f17;3
,--,
'4LJE..aajz27Eer
-----,---J-
2 V
2. Asphalt7Tralks, drives, etc.)
3. Cabinets - Bath Vanity
.1 i C-_,&-s_____,"
4. Cabinets - irachen
0 ,/ .. • ".) ,
■
5. Cabinets - iledicine
.
t
6. Cabinets - Unit Closet
7. Cleaning__
,e)-1.1____/
8. Clea Site
•1 AiLQ_DP___________204-r_diti
j
9. Co - Foundation,Slabs2Beam5
10. Concrete - Talks drives,etc.
- - -ok - 6 2 / j"
Ng 77Y '
70 Jr
11. Contractors Fee
.
12., Electric Fixtures
i,5 , /oe)
1.-.,t9 ( 15 :
_ _
13. Electric Y.Iiring
14Eauloment 1Zentc.1
,_ _
15. Excaation
_.*. , - ,.--
16. Fill for S1 b
....,
•
i7. Floors - l'inish wood & kitchen
. ...
,
18. F!_oors - Terrazzo
44/ 7 AP., 4 7 X .
19. Garag: ...00rs
O .• • ...• at
-7 3 I-
20. Gla Sliding Doors
.
2 >
..i
111-Sil .,
21. HaIduare - Finish
.. /6
- ,=
22:= :flyar e - Rough
./x4P.
1( te
i -
230 z ycing
.2
. , E., -, . . .„ : .10/11111
insurance - Liability,conp.-bond
25 Labor . :72Eyroll
26,, Labor - Contract
27. Labor - Contract
28. Landscaping, Fill, Grading
LT o
29. Lath, PiasLeELIttacco
30,, Lumber(A11)
----
A
... '...,•i
e ii,70;:•Llelmn r7 4 AciA...P r
MI
_
.-:-.-
310 hasonLy Labor
r ipt :e ,, -- f ' -. 41 lairla
320 'Masonry Materials. Block
it
33. iliwork
340 - MiScellaneous
: c. e,c
350 Ornamental Iron Nork
-•-• l.c_1,62-2 ' : ,.
, , ,r;?,
/L,
36. Oven & Plate - Built-in -
370 Overhead
38. Painting
2.e.. -_
39. 2ermits Tem porary Power
_
_
,
40. Piling Foundationr
41. Plumbily_Complete
CI / /;
7 4 :..
420 Pool - Swimming
.W.,C
43. Roofing & Sheet Metal Nark
• Z. riag4V,5 All
t - A , /•4 '2_
44. Roof Trusses - Pre-fab.
7 _- : .4.1 ...4, ,'
Y 1?
450 Screen Enclosures
,i.
_4g(
460 Septic Tank or Sewerage
4 , . 1 f „,,, 4. . A . , _ : , _ „ . i3O
11111111
47. Shower or Tub Enclosures
48e Steel - Reinforcing_& strl.
Ar _, 26- - 1■44 6 - , - - , _.-- ,
!.. ,
49, Supervision
50. Surveys
I31 c)
51. Tile CI Marble _
. ,. -
52. tracer - Public
Ga. /7 - ‘ /_..(22..fzi_ZZL______
53. C.:a - Nell C Pump
-
24-- c•
- ./,
-
540ndo = Glazin
.,....---,.
iiii,i , • - - c ---/
(
1
550 I,indow Frames - Concrete
) 0-vRiF • .
Mud Shore Wage
APPLICATION FOR FINAL INSPECTION
Prior to a final inspection this appiication must be filled out if sub contractors have
failed to take out permits the general contractor shall be responsible for the permit and
fee. A final 2pection must be made prior to the release to Florida Power and Light Co.
and issueance of a certifical,=. of occupancy.
4 J4AJ JOB ADDRESS /(9cFc9 iE
L0T2L/
__DAY LABOR CONTRACT DATE
SIGN •
CONTRACTOR
TOTAL
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4
POLE LINE FEET
POLE LINE FT. ON
TRANSM. POLES
h
W
m
u
Easement Req'd. Yos ❑ No ❑ Survey /Stakes Req'd. Yes ❑ No
Tree Work Req'd. Yen ❑ No ❑ Permission Req'd. Yes ❑ No
g. a City County Rd. County Air State Rd. FAA
arc FDC RR Xing Dr. Dist. Transm.
Request Tol. Co. Set Poles Yos❑ No❑ Tel. Attachment Per
Request Tel. Co. Transfer YesO No®
BURIED
SUBMARINE
OTHER
600V
600V
KV
1 SKV
ISKV
15KV
TRENCH FT.
DUCT
BANK FT.
KV
KV
KV
NEUTRAL
CABLE FEET
ap Pos`.i Req'd. Yes ❑ Non Posted by
Engin
Scale:
PRAWN BY
eoPY
VA /
f4 Ti9 RIZED BY
WORK PROMPTLY ARID RETURN
DATE,
FORM 5001 REV. 4/L2
LORIDA POWER & LIGHT COMPANY
PE /2 E 1 0 Fie T 4& yW /Nf/ / 4e sic 1 t
/D &e) /A' 93 sr
CHI,C,KFD HY
Rural Location Sec. TWP.
St. Lt. Map No.
Date
Dv:g. No.
S, R.
Pri. Map No.
KO/SID/TWO No. ER No. I•
Lta c • Iy�01Tr.__ . ��
F��.. ..-, f 'C\'. 1..
-
INDICATE NORTH
•
1 5/3J
is
o p
Q h
A
4 A
COA/STRUCrION 4y5TES : RWO 66 8.50
TRENCCV • CABLE TO A'AVE 16"0/ COVER TN RA/ 1 24"
OF CO VER IW PRIYAr! PROPERTY.
C. CA94e • SfC04/2)4RY- .i''4 /044 600 V //4.0D•PE
TPX DIRECT BURY.
3. CONDUfTS •INSTALL /- "P COW04/I7 AS
S//00/4/ AT ST.PEET 5,403'0.1
4. AS-BUILT /PEGUIR6D. RW.?T - /jK4
S. U.G. /TILIT•tS IW AREA. U.G. 07I4T/765
/ ARE NOT SHOWN ON DRAWING - /• /'A /-S. J
CONTRACTOR 70 4 O C A re ,f 4/ RA/
c4e4R 444 U.G. Urr4r.rxf.
IN COOPERATION kVrTN Tiff UTILITY CO41PANIES
INVOL VED . A .49J4/IM!/M OF 46 //RS / ✓OTICE .TS
RE00r.'4 FOR LOCATION CA/SCA
TELEPNW//E ; D1 6//
PEOPLE 6.4 5 .' DT44 69.3 • RS22
WATER ; 547.. 750 7
SEWER . 33¢ -6" 4-1
6. TRENCH A - 40.0e0 RSS SST
7 USE EXJSTJWG RISER PO4E AT 40 /6 J 66 i
.404 Trews o' 4 cr 6 .
/ -7//B
/5'h o
ADD /- %4G
b
7
ft
37C
O
/ ar• zr
.
B. STAKING GREW
CALL ENGIA/EEA' AT
379 - 3333 X
/949'
O 6 J
4%
O
N. E. ... e ^' Sr.
\/ 0 O 3S /SJ
2
Rao< *` 4/0 TPX
RM
60'40
4OWE.e SECONDARY
yF y,0 rPX
+ — -4—
/2s'r
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cA
TRIM See Wore 8.
TREES
Easement Req'd. Yes ® No ❑ Survey/ Stakes Req'd. Yes E N. ❑
T... Week Reed. Yes El No Permission Req'd. Yes Ne
1` j eun.y Rd. Coenry Air Store Rd. FAA
ge FDC - t RR Xing D.. Di sr. Tronam.
Request Tel. Co. Set Poles Yes❑ No CS Tol. Attachment Per
Request Tel. Ca. T.ansle. Yes'r❑ No 0
.•OLE LINO FEET /34 — TRENCH FT. Z'jS'
LE L,NF O
FT ON I WE r —
TRANS.., O'_FS FT.
vI OUPIEO --
:,co V I .SKV KV I CZPLE FEET
w : SUGHAFNNEi KV IISKV
L I KV
i
��O•rrtR
600V ;I51V l KV
Map Posting Req'd. Yes g No ❑ Posted hy_. _
GP.ADE
1/
FIR E
// /oRAKr
e 4"
MIN.
/ -4/ .V0 2 PE
600 V TPX DIPICP
Se/R.1'4
TYPICAL T.PENC//
IN ARV vArf PAOPE.PTY
1.1• PRoriL E of N. E /6"" AVE.
• K �4i .✓
r
/ -zee
2
( A9/- %9 "C+'
42" /Ar4'
/WS/XL A
ONE 9US//IN6 r9ANSROR.41 .P
Rural Location Sec.
FLORIDA POWER & LICHT =PAW
INDICATE NCFTN
Engineer R. S. MOA'.e 0 Date /- 7- 76 o.
ONANN r1Y CHF
(-/- II 6 "Prc F rJ:< /_
�7IREC r B U.RIED
TAP U.G 5 ✓C
DJRECTLY 75 TX.
TX. 70 SSA' VE
U 6. SEC . Owe Y
A'E. RELOCATE FACIL IT! ES TG -
E /Ih/. % /%fl ✓ - "paAC/ '7/
/'retie-sr /GE•'D / /.E" 93' °D ST.
TV :P. _ S. R. _ — _ E.
Scale: NT.S. jSLLL trapNo. 1Pn.Ka Nc. - 70
RV :O /S!0;TP:O No. _i° 71___ ER N;._ ____ . '.0
FORM 1a•.0.
SI Z'U
5.
12 (-2 4
c),12.10-CD
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ZONE
•
VOLTS
GRD
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VAC'_,
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EXCH 1v11 Al`rl I
En 4 I2b/7
232
{ DATE ENGR
•
6
I 2
32( 37
j
SOUTHERN BELL TELEPHONE AND TELEGRAPH COMPANY
®FE. 1✓1 511,
o
Disr 1■1,1\11N STATE FL A.
r CODE NATURE AND NECESSITY OF WORK: .
I D PL. - D5t) AaJ EUR.IE_D SVC. M1 I-21:
TO ELI W U XI C / t/W
F UCRDAC1-MaIT a 1DaD NE iY..)k..
SCALE P`1 D I\J'�
.APPD
ENGR •
kI\NI W
APPD
DFlSMN
DATE
NATI.'RC OF R.YIEIC't
A
11
51 -2q
°112L-S,
3210 -Su
11.1
PE1ZM1 T ILE Q
PROJ N0.
L1 OR JO
c73 -bbn
DWG NO.
1 OF 1
U OTES
1� USE CAUTION 3 WITT
.USE PDLLES
2.) NAVE EXIST C.R.
. LOC. ATEb
TRIGGING CALL
X51 -1 Ga °N1
r 4L C.
APPROVED:
DISTRICT ENGINEER
APPL DATE
GR EXPNn
PIT
SALV,
. ' tiTCE
GR AD!
' . ( T
DIVISION ENGINEER
LUMBER: Max.
Overall Spans
9 1 Derma So. Pine
R.A. S. Pine
DES:GN 'OR TRUSS t , 2 3• ., g.'
FORCE DIAGRAM
NOTE: All web members to be 2 x 3 or 2 x 4
1 /1 Southern Pine, 1500f Ind. Fir or 1500f Ind.
Hemlock.
J
Sob. Str Hemlock
S ruth::,rn Pine 23 8`' 23'
23' 8 " 23' . .
SPANS •• SPACED 2:
i Vic£ a{crilock
T520 Sanford Grip - Master
y[i
-
_ 5545 Sanford Grip- Master
(5.5 x 9)
2
Chord
0,C0
DE.S :GN LOAD:NG
!1i
Roof t.r
�.;sf •
Ceiling
Total 55 psf
Load Duration Factor
2 Chord ap Chorrd
5'
520 c d 5 ?
38011 b 1 904 3 ° 3Z
C
® 3540#7 a # I h
230 dd 23' - 0" Clear Span
R
Equal areas
39 Sanford Grip - Master
(3 x 3)
2x4Btm.
Chary
LUMBER: Max.
Overall Spans
15004 Ind. Hemlock , 23' - 8" w 23' - 8"
0 2P(. D. So. Pine
g2 tut}:ern PIna
1200E ice. Dour). Fir d
LUMBER: Max.
Overall Spans
12
3
327 Sanford
(3 x 9)
5/16"
Eruz: areas
SANFORD GRIP - MASTER PLATES, rapplied to
sees o tr ss at was loirP, li be 20 gauge
corrugated galvanized Masi, with or 3/8" hooked
crirnped teeth par square inch ®F gripping surface.
Co :uactor Fate safe wade nv is a:
Codes ado
Pirko rt Fir: X6 5 a 7
Max:rr; ;:71 Tne!nu :e content of :;zrtber NO iNA0S A i k
LL
T9% 1`?Z
NOTE: Hip shall consist of two (2) trussos. Each—truss m,et hove Sanford Grip- Mostor Plates on both faces at all joints as shown.
Trusses rho!! ba fastened together with 12d mils at 12 "o.c.
JOINT 1 JOINT 4 JOINT 3
JOINT 18
JOINT 8 JOINT 7 JOINT 6
JOINT 1
JOINT 12 JOINT 11
F--- CAMBER BOTTOM CHORD 3/8" AT CENTER
11' - 0"
JOINT 13
JOINT 9 JOINT I 3
JOINT 19
JOINT 12
JOINT 17
CAMBER BOTTOM CHORD 3/8" AT CENTER
JOIN1
JOINT 16 JOINT 15
JOINT - 9
12
!"-- - - - — CAMBER BOTTOM CHORD 3/8" AT CENTER
JOINT 7
13' - 0"
CAMBER BOTTOM CHORD 3/8" AT CENTER
' NOTE: In Dade County use only 0 1,
1500f or equal, stress graded lumber.
JOINT 14
JOINT 7
JOINT 7
JOINT 14
C--- CAMBER BOTTOM CHORD 3/8" AT CENTER
12
`` - JOINT 4
DESIGN FOR HIP 0 1
set back 7' - 0" from end wall.
9' - 0 "
JOINT 4
DESIGN FOR HIP 0 2
spaced 2' - 0" o.c.
DESIGN FOR HIP °3
spaced 2' - 0" o.c.
12
\,J3
DESIGN FOR HIP 0 4
:paced 2' - 0"o .c
Grip - Master Plato with hooked tooth
used on these hips.
( NO NAILS REQUIRED)
Except where Grl -P -fates are used.
12
S A N F O R
JOINT 5
DESIGN FOR COMMON TRUSS
Spaced 2' - 0"o .c.
JOINT 10
JOINT 10
JOINT 20
JOINT 20
BO50 820 860 8200 8050
405 c l d l e t 1 j 405
a ' b ..40111/"" fi 1 i> _4
° 1
28' - 0" Clear Span
1660
f
360
570 -'.
, 4
1
5200
5
28' - 0" Clear Soon
300
4940 -- \
b
1,2
1225
705 c
1 2
3
3 475
FORCE
475
{d
28' - 0" Cloar Span
770
400
28' - 0" Cloar Span
770
4
5
T R U S S
T
-0
12 800#T- FORCE DIAGRAM
4850 0 570! 5301 4,85
2400 d $ 1 ) 240
b
a
• o
28' - 0" Cloar Span
6000T a9500C
�_
1000 FORCE DIAGRAM
595" 4650 3 0 465 0
+d
3050 { c
595
0
41007
DIAGRAM
1,2
350
002CE DIAGRAM
720r
770
3970
FORCE DIAGRAM
c
b
d
705
{ 3690
1
b
do
410
0
O
312 Sanford Grip- Master
(3 x 4)
1/4 "Cur;
4 4 I • •
3
15
18
T -525 Sanford Grip-Master
ak
Butt Joint
550 Sanford Grlp- Molter
(5 x 10)
321 Sanford Grip- Master
(3x7)
1/4"
0
C9
n
0.
x
8
e
L4_1
10
16
19
3/12 SLOPE -TO 23 " -3" SPANS - HIP SET
26 Sanford Grip- Mastor
(2 x 3)
39 Sanford Grip- Master
(3 x 3)
13 Sanford Grip - Master
(1 x 3)
333 Sanford Grip -Mo r
(3x11)
315 Sanford Grip- Mastor
(3x5)
4 I'I
1 / 4 "Cut
3527 Sanford Grip- Mostor
(3.5 x 9)
2"
T -520 Sanford Grip - Master
5
14-
17
copyrsght 1962
324 Sanford Grip- Mastor
(3 x 8)
336 Sanfor Grip-Mestor
(3 x 12)
5 -170 Sanford Gri -P -late over
H -49 Sanford Grl -P -late
30 Position Nails
210 Sanford Grip- Master
(2x5)
1/
50 Sanford Grip- Mastor
(5 x 10)
201 NOTE: 2 x 4 wodge and
16 Sanford Grip- Master(ix
eno on spans from
26' - 9" to 28' -8 "only.
SANFORD GRIP - MASTER PLATES, applied to both faces of
truss at each joint, shall bo 20 gauge galvanized stool, with
four 5/16" formed tooth por squaro Inch of gripping wrfaco.
Centerllnwo of Sanford Grip - Master plato shell bo located at
joint contcrllnes unless otherwise shown. Position Nails,
located as shown In Joint Dotalls, shall bo 1 -1/2" long annular
ring shanhn .120'Ulomoter, 9/32" hood; 0.113 diamotor, 1 -1/2°
long fillet head T -roll; or oqulvalont nail with common hood.
SANFORD GRIP - MASTER TRUSSES,thoIl bo fabricated in
adequate jigs so that upon completion, all joints havo full
bearing.
OVERALL SPANS, aro bared on tho uro of a 4" nominal width
of fearing, unless otherwise shown. Lip to 8" of bearing width
may be used, which will permit on imr s e In maximum overall
of 8 ".
12
330 (3 x 10) Sanford Grip- Master to 20' - 8"
327 (3 x 9) Sanford Grip - Master to 25' - 8"
A
0 1 Soufhorn Pino
15001 Industrial Fir
15001 Ind. Hemlock
324 Sanford Grlp- Mostor
(3 x 8)
T -525 Sanford Grip- Master
26 Sanford Grip- Master
(2 x 3)
315 Sanford Grlp -Meotcr
(3 x 5)
1 / 4 " _ (330) — 1
(327) — 1
LUMCER
D
0 2 Southern Pino
12001 Industrial Fir
12001 Ind. Hemlock
6
Sanford truss, Inc.
` "Cut
thorn PI
t 'ruct!on Fir
nsf .. He.nloch
Design for True and Hip Truces - up to \R8' -. d" spa
Uvo and d od load on roof - 45 psf
Dead load on coiling - 10 psf
Total D„slgn Lord - 55 psf
NOTE: 33 -1/3% allowable unit strc:s Increase
for short time loading.
165
S A N F O R D G R I- P -LATE S
SANFORD GRI -P -LATE, pressed into each .side of NOTE: 33 - 1/3% allowable
TRUSS fore, shall be 20 gage (.0359) galvanized steel, unit stress increase for short
perforated with 1/a" deep trionpular teeth to form the time loading. 1375
gripping surface and having position nail holes pierced
apprcoc. 2" o.c. (2.225 teeth per-square .inch
' POSITION. NAILS, driven through eodn of the position
Hall hole* shall be 11/2" tong annular ring shank .120
diameter, 9/32" head
•W,IR,_ -asd with minimum allowable unit stresses of:
E "= •Cpropm�sion parallel to grain
f - ; psi Extreme fiber in bending
-
t �1 rsOon
E -1600 lie psi Modulus of Elasticity
2 x 4 C4agiruction Fir 2200#T
c - 66001 Compression parallel to groin 7
f - $ Extreme fiber in bending
f -SW* Tension
. E -1,Y604109 psi Modulus of Elasticity
Butt Joint 1 -1/2"
19 Sanford Gri -P -late 11-105 Sanford Gri -P -late
2 x 6 Nur 1 1 Southern Pine
1300
•
Equal
a
H-91 Sanford Gri -P -Iate
or
Butt Joint Q -9 Sanford Gri -P -tote H-63 Sanford Gri-P -late
9 x 24 Sanford Gri -P -tote
over S-70 Sanford Gri -P -late -
Ith 37 l{tipn' : Nails through 9 x 24 Sanford Gri- P-late
u CAMBER i;QTTOM CHORD 1" AT CENTER
DESIGN FOR HIP
c
it
e
36' - 9" to
1400 1 070; 1 0, 1070 10701
40e -
0
Live and dead load on roof 45 psf.
Dead load an ceiling 10 psf.
Total design load 55 psf.
2700
NOTE: All web members 2 x 4 Construction
Spaces
Fir
-119 nford -P -late
Wirft*- - I 71 .
':' =2 =Oil : Souther Rine or Fir
H -91 Sanford Gri -P -late
S ANF OR
D T
copyright
7' 0"
Fir
SPAN SPACED 7' - 0"
STIES DIAGRAM
OTE: Centerlines of Sanford Gri -P -laces
shall be located at joint centerlines
unless otherwise shown.
12
c
d
e
k
NOTE: Unit shall consist of three (3) trusses. Each
truss must have Sanford Gri-P -laces on both faces at
all joints as shown. Trusses shall .be fastenea- iogethereith 1/2" bolts through top and bottom chords, 2' - 0" o.c., such bolts to be located within
4 " of jack locations. In addition najl through the two.exterior trusses into the interior truss with 16d nails 16" o.c., in chord and web members.
5 1/2"
2.5
FROM END WALL
u
• -g F,
`o S
I °
• u
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E 3 2
I s a j
3 2 $ c E
c 2 22 ` o
o
mI
1 U
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ev / 2
E
L
E
VsOmo
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mg Z >.0
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Z p°
. .... 5 .1
• o
1
0 - u o
1/4" heel cut
5-130 Sanford Gri - - late
K-120
RUSS
1960 a. carol sasford
0
0
0
a
•
S A N F O R D G R I- P- L A T E S
SANFORD GRI -P- LATES, pressed into each side of
TRUSS face, shall be 20 gage (.0359) galvanized steel,
perforated with W /a" deep triangular teeth to form the
gripping surface and having position nail holes pierced
approx. 2" o.c. (2.225 teeth per square inch)
POSITION NAILS, driven through each of the position
nail holes, shall be 11/2" " long annular ring shank .120
diameter, 9/32" head
LUMBER, as marked with minimum allowable unit stresses of:
c - 0tl psi Compression parallel to grain
f - 1450 psi Extreme fiber in bending
t - 1300 psi Tension
E - 1, 760, 000 psi Modulus of Elasticity
2 x 4 Construction Fir
c - 660 psi Compression parallel to grain
f - 850 psi Extreme fiber in bending
t - 850 psi Tension
E - 1,760,.000 psi Modulus of Elasticity
1 „_ Butt .faint
T -119 Sanford GA- Plate
ALTERNATE TOP CHORD SPLICE
Two E.:ual
Q-42 Sanford Gri-P -late H -91 Sanford Gri -P -late
NOTE: 33 -1/3% allowable
unit stress increase for short
495#
time loading.
9 x - nfo • Gri -P -late over
9 x.9 Sanford Gri -P -late with
44 Position Nails Through 9 x 24 Sanford Gri• - Plate
CAMBER BOTTOM CHORD 1" AT CENTER
ces
600
ANFO
DESIGN
FOR HIP 02 36' - 9" to 40' - 8" SPACED 2' - 0" o. c.
800 c bQSS 6
d
0
Live and dead load on roof 45 psf.
Dead load on ceiling 10 psf.
Total design load 55 psf.
605 800
49r
NOTE: All web members 2 x 4 Construction Fir
NOTE: Centerlines of Sanford Gri -P- lanes
shall be located at joint centerlines
unless otherwise shown.
T -75 Sanford Gri- P -lato
H -9 Sanfar• Gri- P -lato
D
I nla
12
copyright
2.5
STRESS DIAGRAM
— 3=1/2"
5=1170 Sanford Gri -P -fate
-- --1/4" heal cut
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K42o
TR USS
119
n
carol
sonford
n
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CO
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ti
S A N F O R D G R I- P -LATE S
SANFORD GRI -P- LATES, pressed into each side of
TRUSS face, shall be 20 gage (.0359) galvanized steel,
perforated with 1 A" deep triangular teeth to form the
gripping surface and having position nail holes pierced
approx. 2" o.c. (2.225 teeth per square inch)
POSITION NAILS, driven through each of the position
nail holes, shall be 11h" long annular ring shank .120
diameter, 9/32" head •
LUMBER,as marked with minimum allowable unit stresses of:
7:7270 psi Compression parallel to grain 2 x 4 Construction Fir
f - 1450 psi Extreme fiber in bending
t -1300 psi Tension
E - 1,760, 000 psi Modulus of Elasticity
2 x 6 0 2 Southern Pine or Standard Fir
c- 900 psi Compression parallel to grain
f - 1200 psi Extreme fiber inbeading
t - 1100 psi Tension
E - 1,760, 000 psi Modulus of Elasticity
NOTE: Centerlines of Sanford Gri -P -fates
shall be located at joint centerlines
unless otherwise shown.
NOTE: All web members
2 x 4 Construction Fir
Q- I8Sanford Gri-P-Iate
2 x 6 #1
S A
2x6
Southern Pine
9_x 24 Sanford Gri-P-Iate
over X5-70 Sanford Gri -P -late
with 35 Position Nails through 9 x 24 Sanford Gri -P -late
(B utt Joint
CAMBER BOTTOM CHORD 1" AT CENTER
NOTE: 33 -1/3% allowable unit DESIGN
stress increase for shor time loading. , ton#
580
c
c - 660 psi Compression parallel to grain
f - 850 psi Extreme fiber in bending
t - 850 psi Tension 5_
E - 1,760, 000 psi Modulus of Elasticity
.H-91 Sanford Gri-P-Iate T -119 Sanford Gri-P-Iate
Southern Pine
or
360
H- 105Sanford Gri-P-Iate
1
6 4
9250
Live and dead load on roof 45 psf.
Dead Toad on ceiling 10 psf.
Total design Toad 55 psf.
G 3 7400 °C
Nq
2 1000
CUTS ON WEB MEMBERS, Double cuts on all web members will meet at the centerline of the web unless otherwise specified.
LATERAL BRACING OF TOP CHORD:This truss has been designed considering the top chord is laterally braced with sheathing,
purlins at a maximum spacing of 3' - 0 "o.c., or lateral bracing at a maximum spacing of 3' - 0 "o.c.
r
or
5.. r� ucti ,6
Standard
NFORD
FOR HIP 0 3 36' - 9" to 40' - 8"
5 0 5 8
Fir
Q-42 Sanford Gri-P-Iate
Fir
1" -
copyright
5 0 4E4
12
9 200 0
580
1960 0.
SPAN - SPACED 2' - 0 "o. c.
360
c
d
e
m
0000T STRESS DIAGRAM
10"
0
N
1/4" heel cut
S -170 Sanford Gri-P-Iate
K -140
T R U S S
carol ponford
0
'o
CO
0
0
0
a
2 x 6
SANFORD G R I- P -LATE S
SANFORD GRI- P- LATES, pressed into each side of
TRUSS face, shall be 20 gage (.0359) galvanized steel,
perforated with 1 A" deep triangular teeth to form the
gripping surface and having position nail holes pierced
approx. 2" o.c. (2.225 teeth per square inch)
POSMON NAILS, driven through each of the position
nail holes, shall be 111" long annular ring shank .120
LUMBER, as marked with minimum allowable unit stresses of:
c — . psi Compression parallel to grain
f - 1450 psi Extreme fiber in bending
t - 1300 psi Tension
E- 1,760, 000 psi Modulus of Elasticity
2 x 4 Construction Fir
c - 660 psi Compression parallel to grain
f - 850 psi Extreme fiber in bending
t - 850 psi Tension
E - 1,760,000 psi Modulus of Elasticity
NOTE: Centerlines of Sanford Gri -P -fates
shall be located at point centerlines
unless otherwise shown.
0 Sanford Gri -P4ate 0-30 Sanford Gri -P -la
Si
9 x 18 Sanford Gri - Plate
27 ° osition Nails
Butt Joint
n
NOTE; 33 -1/3% allowable unit stress
increase for short time loading.
i
T -75 Sanford Gri-P -late
H-77 Sanford Gri -P -late
CAMBER BOTTOM CHORD .1" . AT CENTER
S AN F ORD
DESIGN FOR HIP # 4 36' - 9" to 40' - 8" SPAN SPACED 2' - 0" o. c.
a Gs
2 x 6 #2 Southern Pine or Standard Fir
c - 900 psi Compression parallel to grain
f - 1200 psi Extreme fiber in bending
t - 1100 psi Tension
E - 1,760,000 psi Modulus of Elasticity
740# 770#
360 • 715#
b 2 3 15
c d
- 0 "
tandraeadl roof 45 psf.
Dead load an ceiling 10 psf..
Total design load 55 psf.
13' - 0"
Q-42 Sanford Gri -P -late
Fir
copyright
e
740#
heel cut
S-170 Sanford Gri -P -late
1960 0.
10"
715#
360
1
d
m
7700 9#f STRESS DIAGRAM
1900#C
CUTS ON WEB MEMBERS, Double cuts on all web members will meet at the centerline of the web, unless otherwise specified.
LATERAL BRACING OF TOP CHORD: This truss has been designed considering the top chord is laterally braced with sheathing,
purlins at a maximum spacing of 3' - 0 "o.c., or lateral bracing at a maximum spacing of 3' - 0 "o.c.
K -120
T R U S S
carol sonford
0
0
LUMBER, as marked with minimum allowable
c = psi Compression parallel to grain
f - 1450 psi Extreme fiber in lending
t - 1300 psi Tension
E - 1,760,000 psi Modulus of Elasticity
2 x 4 Construction Fir
c -4560 psi Compression parallel to grain
f - 850 psi Extreme fiber in bending
t - 850 psi Tension
E - 1,760,000 psi Modulus of Elasticity
SANFORD G R I - P - LATE S
SANFORD GRI P LATES pressed into each side of
TRUSS face, shall be 20 gage (.0359) galvanized steel,
perforated with 1/4" deep triangular teeth to form the
gripping surface and having position nail holes pierced
oPProx. 2" ec. (2.225 teeth per share inch)
POSITION NAILS, driven through each of the position
nail holes, shall be 1W' long an nuiar ring shank .120
eliamener, 9/32" head
Southern
tt . nt
1-187 Sanford Gri-P -late
NOTE: 33-1/3% allowable unit stress
increase for short time loading.
unit stresses of:
2 x 6 12 Southern Pine or Standard Fir
c- 900 psi Compression parallel to grain
f - 1200 psi Extreme fiber in bending
t - 1100 psi Tension
E -1, 760, 000 psi Modulus of Elasticity
NOTE: Centerlines of Sanford Gri-P -fates
shall be located at joint centerlines
unless otherwise shown.
DESIGN FOR
8:
1
CAMBER BOTTOM CHORD 1° AT CENTER
ANFORD
HIP 15 36° - 9" to 40' - 8" SPAN SPACED 2' - 0° o. c 3
0 8
• O
410 o u
1 0
2 r a
c
5 6 o
_ot
s
o ° o
▪ � o
E
e e�
—
$ M o
• v r.
0
1g 2
g X
o d ,
1 o
. I a
V % c
2 0 - h)
ac
aA�
e h
o
�,
12 2 o
z ' €
O` g o
E
U 5 • s `a
410
1
1
m
40' - 0"
Lime and dead load on roofs 45 psf. .
Dead load on ceilin 10 psf.
Total design load 55 psf.
72 00 1 T 86 -759C
690 550 690
i
copyright
196 a.
i
. ,.
IOWA IL
rhz.
d
STRESS DIAGRAM
i
K-12o
T R U S S
carol saaford
0
a
SANFORD G R I- P - L A T E S
SANFORD GRI- P- LATES, pressed into each side of NOTE: 33 -1/3% allowable unit stress
TRUSS face, shall be 20 gage (.0359) galvanized steel,
perforated with t /4" deep triangular teeth to form the
gripping surface and having position nail holes pierced
approx. 2" o.c. (2.225 teeth per square inch)
POSITION NAILS, driven through each of the position
nail holes, shall be 11 long annular ring shank .120
diamoter, 9/32" head,
LUMBER, as marked with minimum allowable
cc psi Compression parallel to grain
f - 1450 psi Extreme fiber in bending
t - 1300 psi Tension
E -1, 76%000 psi Modulus of Elasticity
2 x 4 Construction Fir
c - 660 psi Compression parallel to groin
f - 850 psi Extreme fiber in bending
t - 850 psi Tension
E - 1,760, 000 psi Modulus of Elasticity
T -75 Sanford Grl -P -late
Q-18 Sanford
Gt1�P - late .
3/4 ".
Butt Joint
9 x 18 Sanford Gri -P -late
28 Position Nails
2' 6 Southern fine or. - ...Fir
• 4,. •
F
SAN
increase for short timeloadirg.
unit stresses of:
2 x 6 1 2 Southem Pine or Standard Fir
c -`900 psi Compression parallel to grain
f - 1200 psi Extreme fiber in bending
t - 1100 psi Tension
E - i,760, 000 psi Modulus of Elasticity
- NOTE: Centerlines of Sanford Gri -P -fates
shall be located at joint centerlines
unless otherwise shown.
-75 Sanford
Gri -P -late
Southern Pine
-11-43Sanford Gri -P -late
F OR
DESIGN FOR
2
6
c
HIP 06 36' - 9" to 40' - 8" SPAN SPACED 2' - 0" o.c.
67
r
40'- 0"
Live and dead load on roof 45 psf.
Dead load on ceiling 10 psf.
Total Design Load = 55 psf
7200#
1 s!
17' -
16001 C
19 00# C
H-63 Sanford Gri -P -late
t{ Q-42 Sanford Gri -P -late
Pine
tru to
or Standard
H-77 Sanford Gri -P -late
CAMBER BOTTOM CHORD 1" AT CENTER
CUTS ON WEB MEMBERS, Double cuts on all web members will meet at the centerline
of the web, unless otherwise specified.
LATERAL BRACING OF TOP CHORD. This truss has been designed considering the top
chord is laterally braced with sheathing, purlins at a rpaximym spacing of 3' - 0 "o.c.,
or lateral bracing at a maxim
pacing of 3' - 0 "o.c.
61 54 0#
I
Fir
copyright 1960
nstructi
1'
670#
380
o .= C11a 1 e 'n�N1
,eve JCtl�
vJ °e
900 00 C
6100 C
STRESS DIAGRAM
7' -0"
Fir
•12
a
b
d
8
2.5
0e
N
5-170 Sanford Gri -P- ate
a. carol sanferd
to
0
1 4" cut
K-12o
RUS S
0
1
M
N
0
0
SANFORD GR I -P -LATE S
SANFORD GRI-P- LATES, pressed Into each side of
TRUSS face, shall be 20 gage (.0359) galvanized steel,
perforated with Us" deep triangular teeth to form the
gripping surface and having positiorbnail holes pierced
approx. 2" o.c. (2.225 teeth per square inch)
POSITION NAILS, driven through each of the position
nail holes, shack be 11/2" long annular ring shank .120
diameter, 9/32" head
9 xi8 Sanford Gri -P -late
27 Position Nails
Butt Joint
T -75 Sanford
Gil- P-Iate
H.•63Sanford Gri P
NOTE: 33 -1/3% allowable unit stress
increase for short time loading.
F2 Southern Pine
,19' - 0"
NOTE: Centerlines of Sanford Gri-P -fates
shall be located at joint centerlines
unless otherwise shown.
CAMBER BOTTOM CHORD 1" AT CENTER
H-63 Sanford Gri- P -jlate
H-63 Sanford Gri -P -late Q-9 Sanford Gri -P -Iate
or Sta ndard Fir
LUMBER, as marked with minimum allowable unit stresses of:
c - T200 psi Compression parallel to grain 2 x 6 #2 Southern Pine or Standard Fir 9
f - 1450 psi Extreme fiber in bending c - 900 psi Compression parallel to grain 890
t - 1300 psi Tens ion f - 1200 psi Extreme fiber in bending
E - 1,760,000 psi Modulus of Elasticity t - 1100 psi Tension
E - 1,760,000 psi Modulus of Elasticity 1,2
2 x 4 Construction - Fir CUTS ON WEB MEMBERS, Double cuts on all web members will meet 1700`C
c - 660 psi Compression parallel to grain at the centerline of the web, unless otherwise specified. STRESS DIAGRAM
f - 850 psi Extreme fiber in bending 1700 #C -700 #T
t - 850 psi Tension LATERAL BRACING OF TOP CHORD: This truss has been designed considering the top chord is laterally braced with sheathing, purlins
E - 1,760,000 psi Modulus of Elasticity at a maximum spacing of 3' - 0 "o.c, or lateral bracing at a maximum spacing of 3' - 0" o.c.
5 Sanford Grl -P -late
1/4" heel cu�
copyright 1 960 a. carol Sanford
c-
C39
:
2 x 4 continuous lateral
bracing (by builder)
1
S A N F 0 R D G R I- P - L A T E S
SANFORD GRI- P- LATES, pressed into each side of
TRUSS face, shall be 20 gage (.0359) galvanized steel,
perforated with 1 /4" deep triangular teeth to form the
gripping surface and having position nail holes pierced
approx. 2" o.c. (2.225 teeth per square inch)
POSITION NAILS, driven through each of the position
nail holes, shall be 11/2" long annular ring shank .120
diameter, 9/32" head,
LUMBER, as marked with minimum allowable unit stresses of:
c
- psi Compression parallel to grain 2 x 6 Standard Fir
f - 1500 psi Extreme fiber in bending c - 1000 psi Compression parallel to grain
t - 1500 psi Tension f 1200 psi Extreme fiber in bending
E - 1,760,000 psi Modulus of Elasticity t - 1200 psi Tension
E' - 1,760,000 pis Modulus of Elasticity
2 x 4 Construction Fir
c - 660 psi Compression parallel to grain
f - 850 psi Extreme fiber in bending
t - 850 psi Tension
E - 1,760,000 psi Modulus of Elasticity
T -119 Sanford Gri -P -late
Butt Joint
T -221 Sanford Gri -P -late
12
3
x 6 Standard
CAMBER BOTTOM CHORD 3/4" AT CENTER
NOTE: 33 -1/3% allowable unit stress
increase for short time loading.
1,2
DESIGN FOR TRUSS 44' - 0" OVERALL SPAN SPACED 2' - 0" o.c.
1220
t• o., S -90 Sanford Gri -P -late
22' -
A N F O R D
a
Fir
Q-9 Sanford Gri -P -late
1170
Live and dead load on roof
Dead Toad on ceiling
Total design load
Fir
T
copyright
43' -O"
45 psf
10 psf
55 psf
10' -8" for 44'- 0" span
Clear Span
(proportion for shorter spans)
1170
1 9 6 1 sanford truss, Inc.
STRESS DIAGRAM
, o
co
N
4-1/2"
IS-130 Sanford Gri -P -late
6 "Minimum bearing
K -140
RUSS
(2) H -77 Sanford
Gri -P -lutes
5 -110 Sanford Gri-P -tote
JOINT 3
T -187 Sanford Gri-P -late
— 2 -1/2'
I s•af•r9
— 1701n; 3
Joint 4
14'-0°for 2.5/2
up 15' - 0" for 3.0/12
Joint 3
Joint 4
14' -1" to 18' -0" for 2.5/12
15' -1" to 19' -0" for 3.0/12
Joint 3
Joint 5 Joint 7
18'71° to 22' -0" for 2.5/12
19' - 1" to 23' -4" for 3.0,'12
I Joint 3
Int 6
2 2
2 x6
2 x8
Joint 2
23' -5° to 27' -4" for 3.0,12
Joint 3
Joint 6
26 -1 to 30' -0" for 2.5 12
27' -5" to 32' -0" for 3.0/12
Joint 3
c 6
Joint 6 for 2.5 12
s 34' -1:1 for -3.0/12
12
2.583
N
faint 1
2.56 3
Joint 2
22' -1" to 26' -0" for 2.5 1
Joint i
Joint 1
2 _
i
2x8
Joint 2
Joint 7
Joint 2
O:+ member for each
20' -0° of cup spas.
One member for each
17' -0" of supported span.
4
12
2.5
One member for each
• 14' -0" of supported span
Joint 1
Joint 7
Ono mambo for each
.0' -0" of supported spars
NOTE: CAMBER BOTTOM CHORD
OF GIRDER TO MATCH ADJACENT
TRUSSES
r
Ono member for each
12' -0" of supported span.
12
- 2 5 B 3
Joint
1 2
--1
2.5 3
Joint 1 'Alt.)
D -e memtxsr roe ace«
9' -0" of supported span.
Nei
18 -1"
to 22' - 0' Two member
} Girder
T , Supported
I I I Trusses
ill 1 I 1 LI
18 - 1"
to 22' - 0" I
One member
Girder
I { I S„pprrred
I « t I i ■ Trusses
«.t
12
' 2,5 R
230 12 c __. - - SL QEF up TQ ) 34 , _Q.e
1925
rT .s. Dfegrare
Stress Diagram
2100°
1
4 e
18' -0"
Truss lagrom 2
Strew Diagram
1 350 °
Truss Diagram
Truss Diagram
1240°
Tr,00 Diagram
3
f
{ 2060 °
Strop Diagram @
2
b
14'_0° 13850E
9400 T
22' -0"
b
4
2
4200
e
2� 1400°0
Stress Diagram F4 •; jXl
'330°
+21400 T 16331 ) 21401
d
f
14, 250° - g —f-
1
b 1 240 °
2 1 _ 1 4250 ,5700, 1 T I
Stress Diagram 9 pf
t165
14, 00
9 600° C
d
10,000°T e
1350 °
1 c
10,
12120°
1925
b
- r_
2100°
a -
c‘f
'11 013C-
,4,0000T g eL
1320°
o
c
50 °C pC ° -
9 5 00 4 b
12413° b 1240°
t 4
a _'_ e
9 f e d
1 2100° '1730 1 2100°
( 34, -0" -'1
5000 °C 411
.1. „n a v TCA fC ra b
Stress Diagram H s 1 4 � 3
I I4000PT
Truss Diagram
D T R U S
g
H -77 Sanford
Gri -P -late
..1-1/2"
T -221 Sonford
Gri - P -late
6 x 24 Salford Grl- l-Lcta
18 Position Notts
6018 Son( od Gri -P -Into 9"
S- TS0Sanlard Gri - - taro
G I R D _
5 -110 Sanford Gri -P -late
JOINT it
H -77 Sanford Gri -P -Iota
3/
1 -1/4"
0-42 Sanford Gri- P -lato
2 -1 /2"
JOINT 4
JOINT
Imo over
Tnroi 50 Position Nails
SANFORD GRI -9-LATES, opplied to both faces o f truss ut each joint, shall
be 20 gouge galvoni steel, perforated with 1,4" deep triangular teeth
(2.2 teeth per square inch) to form the gripping surface, and hoeing position
nail holes pierced in the plote.
POSITION NAILS, located as shown in joint details shall be 1 -1,'2" long
annular ring shank 0.120" diameter, 9 32" head, trusses up to 36' - 8"
overall span may use 0.113" diameter, 1 -1'2" long fillet head 1 -noil, or
equivalent nail with common head.
CENTERLINES of Sanford Gri -P -Totes shall be located of joint centerlines
or by circled (o) points, unless otherwise shown.
CUTS ON WEB MEMBERS. Doubled cuts on all web members shall meet
at the centerline of the web unless otherwise shown.
TRUSS MEMBERS, shall be accurately sown and then firmly clamped in on
adequate jig so that upon completion oil joints are in snug contact.
OTHER LUMBER of equal or greater stress value moy be substituted for
that shown in the lumber table.
LATERAL BRACING OF 1OP CHORD. This truss has been designed consid-
ering the top chord is laterally braced with sheathing, puorrloi lins of o maximum
'pa �Y g de s 1 In r al D a br Oe an "o.c. um
Counties, use only #1, 1500F
or equal, stress graded lumber.
copyright 1962
0 a 24 Sanford G4
10 Pejition Naib
H -77 Sanford Gri -P -late
0 c • r •
JOINT
L T SANFORD TRUSS
HANGER -REFER
T O SHEET NO. 699
LUMBER shall bo al o structural
with o minimum modulus of
elasticity of 1,540,000 psi, ox-
eomo f,6tr suers in banding al
1500 per and comer .lion porol to
to grain al 1200 psi.
DESIGN FOR GIRDER TRUSS
UP TC 34' - 0 ".
live and Dead Load on roof
45 psf
Dead Load an coiling
10 psf
Total Design Load
55 0
NOTE: 33 -1/3% ellooble sW/+
stroll incroaso far short time
loading.
Cal
22
-
c)
=3'
SANFORD GRIP - MASTER PLATES, applied to both
faces of truss at each joint, shall be 20 gauge gal-
vanized 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.
or as req .
VALLEY MEMBER A
4 ft-
_2 X 3
c` �
x 0
0
x
N
7
12 Ft.
a
210 Sanford Grip- Master (2 x 5)
H
2
8 ft. VALLEY MEMBER B
T -520 Sanford Grip- Master
13 Sanfor 2X4
Grip- Master (1 x 3
X 3
X4
VALLEY MEMBER C
T -520 Sanford Grip- Master
IDENTIFICATION
TYPE OF TRUSS
Hip Memoer H
Girder Truss G
Valley Member V
Hip Jack HJ
End Jack J
• Corner Jack CJ
Blocking Over Bearing B
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.
210 Sanford Grip - Master (2 x 5)
315 Sanford Grip- Master (3 x 5)
ci 13 Sanford Grip- Master (1 x 3
2X3
116 ft.
T -520 Sanford Grip- Master
I;
S A
2
13 Sanford Grip- Master
(1 x 3)
Li
VALLEY MEMBER E
9 ft.
VALLEY MEMBER D
X4
12
13 Sanford Gri - Master
varies
E -- r -r-
Staridctrd Truss Spacing 24" o.c.
315 Sanford Grip- Master (3 x 5)
Top chord of truss
Stan and ' Trusses 213" o.c.
I �
2x4
SANFORD GRIP - MASTER TRUSSES shall be fabricated in,adecluate
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" .
/I
HJ
1/2 of 2x6 u
se one 16d nail
at each truss.
X
N
0
0
x
N
VALLEY MEMBERS
RIDGE LINE
PLAN
W n
O'W -v u
o Z N •
I�• �
Cut to Match Pitch
N
. HJ
GableEnd
Truss
Lumber shall be of a minimum grade
with allowable unit stresses of
c- 5L0psi Cor,pression parallel to grain
f- 750psi Extreme fiber in bending
E- 1,540,000psi Modulus of Elasticity
S S
o.
0
0
copyright 1962 sanford truss, in
o
8
T
0
0
c
0
sl)
r■t
O
co
E
CID
-
ca
L70
N
O d
V) s-
VJ 42d , 0 3
cr
C O
O sa
12or 12A
CAMBER BOTTOM CHORD 1/8" TO 1/4
L = 26' - 8" Maximum
Joint 5
' over
3'- 0 "toL,/5
2' -_ 0" Minx
Overhang
- 8d n a i l
r x 6 Wedge
164.41
�`►_ - 3/ 4 "
28 Sanford Grip - Master
(2x 4)
1 / 4 "� S —�
560 (5 x 12) Sanford Grip - Master
545 (5 x 9) Sanford Grip- Master
4
match.
3/4" J `•'- :Over 9 "_I
to 2' - 3" Cantilever
-345 (3 x 15) Sanford Grip- Master
28 (2 x 4) Sanford Grip- Mastor
8d nail
2 x 4 Wodge
16d neil
-1/4"
I LEVE
545(5 x 9) Sanford Grip - Hooter
318 (3 x 6) Sanford Grip-Master
321 (3 x ])Sanford Grip- Master
DESIGN FOR TRUSSES TO 26' - 8" OVERALL LENGTH OF BOTTOM CHORD CANTILEVERED ONE END ONLY UP TO L/4 SPACED 2' - 0" o.c.
1
Joint 1
Join 16 or 6A
Joint; 1
Joint 1
Joint
12 or Joint 12A
For opposite and of Trusses
see KGM- 26- 2.5 -55
12
�-- -- • CAMBER BOTTOM CHORD 3/8" AT CENTER
L = 26' - 8" Maximum
NOTE: Other lumber of equal or greater
stress grade may bo substituted for that
shown in the lumber table.
12
2.5
12
X2.5
t . L =26'- 8 " Maximum
2.5
Joint 2
Join 5
Joint 7
Joint 10
'1 iJoint 11
1 1 1/5
-Cantilever over 1/5 to L/4
N F O R D
Joint 4 (2 x 6 Wedge)
- Joint 3 (2 x 4 Wedge)
antilever over
9" to 2' - 3" (Joint 3)
1 -- Cantilever over
2' -3" to 3' - 0" (Joint 4)
Joint
Joint 8
NOTE: Use standard truss
KGM- 26- 2.5 -55 for cant-
ilevers of 9" or less.
Overhang
NOTE: Combor this end up 1/4"
2 - 0 Mal
Overhang
0
4125
1,2
a
385
R L
385
I _
120
rc
410
385/
b 1
715
715
112
715
1 I2
19' -
T R U S S
2.5/12 SLOPE
23' - 2"
4235
1,2
r s
� �1
O r d,e
4150
3
660
FORCE DIAGRAM
J d
T a
1960 f .. 1920 C
FORCE DIAGRAM
660
9
4
735
735
5 I6
f
7' - 1"
1 3 =2"
R
FORCE DIAGRAM
a
b
400
es
439/
6A
121
TO 26' -8" OVERALL VARIA3L.E
T -520 Sanford Grip - Mostar
Over 2' - 3"
to 3' -
0" Cantilever
345 ( x 1 5) Sanford Grip - Master
212 (2 x 6) Sanford Grip- Master
-One pieco bottom chord
324 (3 x 8) Sanford Grip - Master
327 (3 x 9) Sanford Grip- Master
1 / 4 "
545 (5 x 9) Sanford Grip- Moster
315 (3 x 5) Sanford Grip- Master
SANFORD GRIP- MASTER PLATES, applied to both faces of
truss at each joint, shall be 20 gauge go vanizod steel, with
four 5/16" formed tooth per square inch of gripping surface.
Centerlines of Sanford Grip - Minstar plate shall be located at
joint centerlines unldE6 otherwise shown. Position Nails,
located as shown in JointDotails, shall be 1 -1/2" long annular
ring shank .120 diomalec, 942" hood; 0.113 dianbtor, 1 -1/2"
long fillet head T- Nail;ar equivalent nail with common hood.
SANFORD GRIP- MAQ$R' TRUSSES, shall Ina fabricated in
adequato jigs so that upon complotion, 011 joints havo full
beoring.
OVERALL SPAN ,.aro based on thin use of a 4" nominal width
of bearing, unless 6Therwise shown. Up to 8" of bearing width
r used, which will permit an increase in max.overall span
copyright 1962
1 - 1/2"
13 Sanford Grip- Master
(1 x 3)
One pieco bottom chord
342 (3 x 14) Sanford Grip - Moster
3
CAN
LUMBER
A B c
0 1 Southorn Pina4 Southern Pino I /2 Southern Pino
1500f Ind. Fir .12001 Ind. Fir Construction Fir
1500f Ind.Hem. 120BPfhd. Horn. I Construction Ham.
Design For Variable Cantilevers to 26' - 8" Span
Live and dead bad on roof 45 psf
Wad load on ceiling 10 psf
Total Dosign Load 55 psf
NOTE: 33 -1/3% ollowablo unit stress
increase for short timo loading.
Circle (0) indicatos plate location poinh.
sonford
truss, Inc.
R
165
a
2
u
P
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. Position Nails, located as shown in Joint De-
tails, 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" .
1/4" clearance
36" to 48"
210 Sanford Grip- Master (2 x 5)
2x4 Sub -faci
(by Builder)
1 Bd Nails
8 d Nails
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
26 Sanford Grip - Master (2 x
•
Min. 2 x 4 Plate
(by Bui lder)
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 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 Broward
Counties, use only #1, 1500F
or equal, stress graded lumber.
S A N F OR D
- 1/4" clearance
TYPICAL for concrete tie beams. See
P. 217A for truss anchorage detail using
stud bearing walls in areas of 20 psf
wind load and Tess.
48" to 72"
Shim to
Solid Bearing
matallielz
2x4 Plate
(by Builder
TYPICAL
copyright
'
Concrete Tie Beam
TYPICAL
DETAIL OF LEVEL SOFFIT OVERHANG, 2 -1/2 /12 PITC-1 AND OVER
13 Sanford Grip - Master (1 x 3)
315 Sanford Grip-Master (3 x 5)
(2) 12 Sanford Grip - Master (1 x 2)
Wedge Block
26 Sanford Grip - Master (2 x 3)
8 d Nails
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
rte_ 13 Sanford Grip - Master (1 x 3)
8 d Nails
•_Wedge Block
1/4" c' •rance
TRUSS
1962 Sanford Truss, Inc.
Ps.
O
v',
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
1200f Ind.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
1200, Ind. - Hemlock
Construction Hemlock
Construction Hemlock
3.0
GM-318
GM-315
GM-315
Construction Hemlock
Construction Hemlock
Construction Hemlock
Construction Hemlock
Construction Hemlock
Construction Hemlock
4.0
GM-315
GM-312
.GM -312
5.0
GM-312
GM-312
GM-312
Construction Hem o
Construction Homlock
Conitruchon HomToc�
Construction Horn l«&
6.0
GM-312
GM-312
GM-312
Construction Hemlock
Construction Hemlock
MINIMUM LUMBER GRADE
Member
Top Chord
Bottom Chord
1' - 0" Corner Jac
Const. Hemlock
Corot. Hemlock
3' - 0" Corner J ock
Const. Hemlock
Const. Hemlock
5' - 0" Corner Jock
Const. Hemlock
Const. Hemlock
7' - 0" End Jock
1200f Industrial Fir
Const. Fir
ea O 0
O ^s E
t5D
07 CD
CO ca
0 d0
CO O
ciS
CD CD
O u7 v
CO W
r.=
S
O o w
- v 0
PLAN Of HIP ROOF CORNER WITH ALL JACKS - SETBACK 7' - 0" FROM OUTSIDE WALL
45° Bevel cut-
Too nail to hip
12 Sanford Grip - Master (1 x 2) jock with (2)
45 Bevel cut- $ (2) 8d nails 16d nails to
To nail to
Hip Jack with (2)
16d nails to top
chord.
chord, (1) 16d nail t. Too roi jack to
to bottom chord [11 -14 plato with (3)
• 16d nails
45 Bevel cut
too roil to hip jack
with (3) 16d roils to
top chord
(2) 16d naffs to
bottom chord
1' - 0" CORNER JACK
4' - 11 -1/2"
5' - 0" CORNER JACK
top chord. ,
(1) 16d nail
to bottom
DETAILS OF END WALL
WHERE TIE DOWN IS REQUIRED
(for use in areas with more than 20 psi wind forces)
2' - 11 -112"
3' - 0" CORNER JACK
312 Sanford Grip- Master (3 x 4)
or
(2) 26 Sanford Grip- Master (2 x 3)
Too roil jack to plate
'th (3) 16d nails
HIP 0 1 -
28 Sanford Grip - Waster (2 x 4)
or
(2) 13 Sanford Grip - Master (1 x 3)
Too nail jack to
plate with (3)
16d nails.
7 1/8 ", x 1" Strap Anchor
\ bent over top chord
(by Bufider)
.-- Detail ° 0" only
7' - 0" END JACK
ROOF CORNER PLAN
- 0" SETBACK
12 312 Sanford Grlp- Master (3 x 4)
�l Roof Slop° er
(2) 26 Sanford Grip- Master (2 x 3)
Bond photo over top of hip jack
whon it projects above 2"
top chord
Bend lino -1
VIEW - A - A
Too nail jock to
plate with (3)
16d rails
45 Bevel
cut
39 Sanford Grip - Master (3 x 3)
JOINT 1
3 x 6 Sanford Grip -Neil Plate
(45° bend) at bared
(6) nails respired each side of bend, plus 2
4 nails , Nails shall be 1 -1/2"
long annular ring shank
0.120 dlamoter, 9/3
head.
JOINT 2
HIP JACK FOR 7' - 0" SETBACK
DETAIL "C - C
A
DETAIL - A
Showing oHOC rnent of hip jack
to Hip 1 1
A
16.97
Roof Slope
JOINT 3
Bend plate over
top of hip jack
when it projects
above top chord.
Bend plate over top of
end jack when it projocts
above top
chord -
SANFORD GRIP - MASTER PLATES, applied to both faces of truss at each joint, shall be 20 gauge galvnnizod steel, with four 5/16"
formed tooth per square inch of gripping surfaco. Centerlines of Sanford Grip - Master ploto shall bo located at joint centerlines unless
otherwise shown. Position Nails , locatod as shown in Joint Details, shall bo 1 -1/2" long annular ring shank .120" diameter, 9/32"
head; 0.113" diameter 1 -1/2" long fillet hood T -nail; or equivalent nail with common head.
SANFORD GRIP - MASTER TRUSSES shall bo fabricated in adequeto jigs so that upon completion, all joints aro in snug contact.
OVERALL SPANS, aro bawd on tho use of a 4" nominal width of bearing, unless otherwise shown. Up to 8" of bearing width may
bo used, which will permit on increase in maximum overall span of 8 ".
CUTS ON WEB MEMBERS, Double cuts on all web membors will not at tho centerline of the web, unless otherwise specified.
• NOTE: 2 x 4 rafter is sufficient for all end jocks however larger sizes aro generally used when
the top chord of tho truss is larger.
3 x 4 Sanford Gip -Neil Plate
(90° Bend)
4 nails required each side of
bend (Total 8 nails)
DETAIL - 8
1 -3/8
Showing attachment of end jock
to Hip 1 1
conyright 1962 sonford truss, inc.
Top chord of
Hip e1
DrS:GN FOR YRU5s to 23: - 8 !:
FO3CE DIAGRAM
NOTE: All web members to be 2 x 3 or 2 x 4
7 1 Southern Pine, 1500f Ind. Fir or 1500f Ind.
Hemlock.
LUMBER: Max.
Overall Spans
5 1 D.rae So. Piro,
t ®1 K.D. So. Pine
I. Str. Fir
Sel. Str. Hemlock
1500f Ind. Flemlocik
®2K. D. So. Pine
s2 Southern !PAD
1200f Ind. ls`auG. Fir
5 1 Sauthrrrn Pir 23' 8" 23' - 8" 1200f Me„a :ock
if !m9L.n.1 ,! 23 8 " x 23 8" - -
SPANS - SPACED
2
Dies :UN LOAD:NS
Roof 45 psr .
C &ilir 10 psf
Toto; 55 psf
locd Duration Factor
33 -1 /3%
T520 Sanford Grip- Master
5545 Sanford Grip - Master
(5.5 x 9)
23` -8
LUMBER: Max. 2x 4 Top
Overall Span Chord
r)Aw.: 4 , 2 • . 63
a
52 `
3807 b 1 25904C
1 5540 060
1
3540/7 230 #1
- Equal areas
39 Sanford Grip - Master
(3 x 3)
12
3
be 79% at 2; e of fabr'scatoor:.
H
d 5 ?09
h
23' 0"
(3 x 9)
SANFORD GRIP - MASTER PLATES, appl ?sd to
aces o Prue at sec la1st� : altl be 20 gauge
corrusatsd galvanized steei, with four 3/8" f olcad
crimped teeth per square Inch of gripping surface.
Ccnnse Plate Icfe worsen
C das Dade
Fine e.
MUx r°uwr1 moisture content of lumber NO NAILS , u 765 Ps!
5/16"
Equal c70Gs
A
Clear Span
327 Sanford Grip- MasteO
0
z
Q
ee:n >? :361 wmforti ts,
5AN4ORD GRIP- MASTER PLATES cmp".ld to Seth lore of taro M mob Mlat, ehm11 he Re pup p.1 =M &, St% tow 5'16' Raced lachp. sawire Inch el Rrkipbte melees. foe*" NC*, WNW
• shore in farm death !WM be 1 -1/L° C-.- crass ries .120• diesYr, 971.2".limerb. 1t$'
E?ae_t+>, 1-1/7 Limp {Met heal T -tail; o, eoriwlrs r*C1 notth a enm I.
CENTULLA1,S of Six:ford (:rCrnY =fir d- shed be Is.:ase9 m Mist meem leoe celrae c berwCw &susk.
Creel (o) esnetn paint of p"-'m , h.
SANFORD GRIP- ft,ASTER TRUSSES ri:7 Pee Pt .' G ositenete Apt, m t. at u=,`aeletion, et!
pmts For* fuIl 6strirg
OVERALL SPANS, cm bated an Ow uric el o d rxsl.-^1 rldth sf hav41, catkin witerw€a clam,
NOM Other ksabr of meal ce osatur Wan wisf:ca ray c'1letIS,tsO 4. time io the
IM - 4111o.
CtiT7 aN KMI ' , Gw,kia ode on all web moiihme will east cl r a o - yeie of rim
well mime ' La mown.
JAI *AC e slur s L OF TOP COOED: Shirt cynic kw 6 + dccigr/ coed o0"..$ is
,i+D t?a +_
h ehr cp, proLirir d a ocean... smcHg of 3' - 0' o. c , c, lwrol L eir8
et • miefecom McCep all - 0' o c.
FIELD BRACING: Trust rersA octvr Dort R,red$s trio coscrsr with o ceoe of this lion to crew*
'*het all Reel bream a° oared or tAa dre leg Cs poly Crtollee.
ent
a
0
0
v
0
c
G
DESIGN Fly NN 20° - 8" OVERALL SMACK 7° - 0B
• FROM END WALL
WM8ER,
A a h Southern Fine ( NLY
!! -
1 1 Southern Sine or 15001 Industrial Fir
C = 4 2 Southern Pine or 12001 Industrial Fta or 92001 industrial Hemlock
NOTE: A00 web r.'.a;rzbers 0 =3tt4C
NOTE: 33- 1/3%ollir.robko unit stress . .'.
insrees for chart t tine !coding.
T -525 Samford
G:r6p-Mastess
Grin- na'ter Fate with hooked tooth
Atsed on this truss.
(NO NAILS REQUIRED)
NOTE: In Dade and Brooard
Counties, use only 51, 1500F
or equal, stress graded lumber.
333 Su :fard Grip-Master
(3 u 90)
Syel_i .$7Ecc3
cat
cc-A.1r
3E2Samford
(3 sr 4)
Gar - 3' 00
C ! : R MITT: CO2 11 33/1 AV PA E . PO3 N5
V -5
GTE
Sycrze?veca0
&smut
conterlirce —
oalf
20' - 0" Clear Span
Live and dead load on roof 45 psi
Dead laud on ceiling 10 psf
Tt tat design load
3C3 feimat7
(3 rz E®)
r-0n Se
55 p!f
FORCE DIAGRAM
555 Sanford Grip- Waster
(5tt11) '.
5m®
28 Sad G7�RfsAs7
u4),
4AN F - R.D TRUSS, INC.
P. O. tt I I77, Pacipoa*.o Beach, Horide. , /.
DESIGN FOR HIP MEMBER ®2 20' - 8" OVERALL SPAN -
SPACED 2s - 0" o. c.
SANFORD G2IP- MASTER PLATES a -plied to both Esc. of tars at each joint, shall be 20 gauge gal- NOTE Lod. of equal ot graabr stress voluo may bit suEotlhAeci far trot sr: 000 the km
I f i 1 e no . 7HGM - 20 - 2.5 - 55 (Hip'2) d a t e: 10 - 11 - 62 copyright 1962 sanford truss, inc.
.mai==d sr- -:I, with bur 516 ra , d 1,-11 per, tie inch of grip3in3 tarmac. Position Nails, located be. aE
o c`awn in joint d:tails suall be 1 -1 7 fx0 a.. —.sta rirp d ie
.1I0' dicr. , 9132 Irad; 0.113' CUTS ON FIE0 MEMBERS, Dooble cuts on all web numbers will moor at the centerline of the
d :a -error, 1 -1 7 fn0 fillet road T -coil; or equrvateo mil with cc - -:an tom wab u: m shown.
CENTERLINES of Sai.'ord Grip -Mr plate d-al1 bit Located at joint cent « liras unless arhor is dawn LATERAL BRACING OF TOP CHORD: This truss hos been dnigrmd considering the too chord is
Canto (o) aerates paint of pate Location. laterally braced with sheothin3, pu.Iins or o n:aaovt. spacing of 3' - 0 o.c or lateral brocing
SANFORD GRIP - MASTER TRUSSES d-all be obrica:ed in m- :7,oto jig, to that upon oo oil M a maximum spacing of 3' - 0° o c.
..UMBER,
points Fee full b_orio3. FIELD BRACING: Truss manufacturer must furnish truss erector with a copy of this design to assure
OVERALL SPANS, are based on the ,00 of a 4' rmaira1 width of bcsairt3, unless otherwise drown. that oll field sawing its noted on the drawing Is properly installed.
0 2
A - Southern Piro or 1200f Industrial Fir NOTE: 33 -1/3:b allowable unit stress
B - #2 Southern Pine, Const. Fir or Const. Hemlock increa for short time loading.
:
3606
NOTE: All web members to be 2 x 4 B '
d 3608
3050
c 480®
3 /20#
3
1100 @C
oa
5
4
I
b 260
1 412011
a
3050
Symmetrical
about
centerline
4030 #7 4030 0
1 _ e
20' - 0" Clear
s
Grin Haste- Plate with hooked tooth Dead and dead load on r 45 psf
Dead laid on ceiling 10 psf
, i ed on this truss.
(NO NAILS REQUIRED)
Total design load 55 psf
NOTE: In Dade and Broward
Counties, use only s1, 15011F
or equal, stress graded lumber.
3
d,e
1,2
_ 4,5
FORCE DIAGRAM
7-525 Sanford Grip - Master &
a
c o
b ee
26 Sanford Grip - Master T -525
(2x3)
nford Grip- Master 9' - 0" Setback
y a
b 1 1/2
X 4 315 Sanford Grip- Master
' 3 x 5)
12
s /—
"T !
2" 2.5
2.5
-�
2 x 4 A ; - _
3115 Sa.. aral Grip-ikl=
327 Sanford Grip- RsW^sr 13 Sanford Grip - Aster 1 ,.
/„..
'
x 1))
(3x5)
(3x9) (1x3)
330 Sanford
®-- Sy. °�'Frieal abo•e een?eal'oe Grip- Master (3
20' - 8" Overall
1
CAM EIY 3 /8" AT CEN1fERLONE
�• >�
j
I
!'� ''
S A N F O R D TRUSS, INC.
,' 1
P. O. Box 1177, Pompano Beach, Florida
�'° p �
17 tl V I