806 NE 92 St (6)Type of
Roofing
2 x 4 Top
Chord
2 x 6 Top
Chord
Heavy
2'- 6"
3'- 6"
Light -
3'- 0"
4'- 0"
saes
copyrisht 1967
Ler
o '. OF P „ Z 04,
a ,`P_ -_ __ O
a c s �' 9
CAROL
SANFORD L
Try, FT 117l)ERDALE ;U
GT�h, FLORIDA 14
C1/4‘k
SANFORD 600-C PLATES ore 20 gouge golvoni zed steel unless 18 gage is specified, and shall be
applied to both foces of tress or each joint. Plates shall be locoted symmetrical about joints, un-
less placements ore irdicoted by circles (el or as dimensioned. CUTTING AND FABRICATION
shell be occornplished using equipment which will produce snog fining joints ord plotes. OVER-
ALL SPANS ore based on nominol 0" bearing widths ord moy be increased by os much as h
na rsoT8" bearing. DESIGN STANDARDS conform with the applicable provisions of the "No-
tional Design Specificatiem" and "Light Metol Connected Wood Trusses" (Truss Plate Institute/.
FIELD BRACING is not the responsibility of the designer, plate monufocrurer nor truss fabricoror.
Persons erecting trusses are coutioned to seek professional advice in regard to the erection brac-
ing, which is olwoys required to prevent toppling ord "donsinoing during erection, and pernsonent
bracing which moy be required in specific applications. Trusses shall be erected in o plumb and
might position. MINIMUM LUMBER GRADES are specified. Lumoer of the same or greater
stress values may be substituted. CAMBER specified is for normal conditions of service and fobri-
cation; it may be increased or reduceaot the architect ord /a fabricator's option. Trusses should
be handled with core during fabrication, shipping and erection, to prevent damage.
Chord �
LUMBER: Max.
Overall Spans
Cho dop
LUMBER• Max.
Overall Spans
Chord
B.
Chord
L
2x4or2x6t
chord of trus
1/8" x 1" Strap Anchor bent
over top chord of truss. Nail
with three 16d nails. (typical)
2x3 or 2x4
DETAIL OF SOFFIT OVERHANG, 2.5/12 PITCH AND OVER
2x4
36" to 48"
(2) 2 x 3
a
2 x 4 or 2 x 6 top
chord of truss
2 x 4 ledger (Required when length
of overhang exceeds valuer on table)
bolted to tie beam with 1/2" bolts
4' -0" o.c., connect return to ledger
with one Sanford Framing Anchor. (by builder)
Concrete tie
beam (typical)
LUMBER: 1500 f Industrial Douglas Fir
1500 f Industrial Western Hemlock or
No. 1 Southern Pine
1 /4tt
c1earanc
up to
Min. 2 x 4
Plate (typical)
(by builder)
2 x 4 or
2 x 6 top '
chord of
truss
D-5
z
O
I
D
z
O
0
-m
z
0
•
GABLE END SHOWING DETAILS OF VENTS.
All lumber to be 2 x 4 No. 1 Southern Pine or 1500 f Industrial Douglas Fir.
Note: All plates to be 20 gas 600 -CL unless otherwise shown.
All vertical
members 2 x or
2 x 4 spaced
2' -0" o.c.
(typical)
x
4
5x4
3x5
7' - 8 -3/8" max.
3x5
Vent
_opening as I
required. 1
.I
2 x 3 (typical)
x 3 (typical)
3x 6
16d nails
e_
ce as req'd.
x _ 4
r
x4
1'
2x4 lateral
brace req'
when leng
of vertical
members
exceeds
6
5x4
3x6
2 x 3 (typical)
Block by Others
(typical)
Overall Truss Span
2 x 3 (typical)
Bottom - Chord
SANFORD TRUSS CONNECTOR PUTTS, applied to bath Ices al tea et .led Min, Mall be abhor
laniard Grip -Meter or SaMvd 4D0-C ),IPMat'. 18 or 20 pups ere welled. Plot.t dell be know
rye...w,cel abate noes joints, tatkla pee plee..rnte ale hdkat.d by .bc W a di.ar.kr.. Position
nalb, (NOT TROUPED .ban pleas we peed leo bath laces offers while it ruche clasped In ILO.)
Mall be 1.5' keg awls ring dui 0.1x1' 61e.... 9/52 head, 0.000' dimmer, 1.5' long fillet herd
T -cell; or .gdwlen roIl with common heal. MINIMUM WIPER GRADES s specified. Leber el the
sests sr peals eta velem •W be esbelteed. CA/4111 eielfed is ke rental cmdiller's of woke and
{$loathe H may be inasd ce reduced at doh t and /drleate's teflon. Mena Bee % of
Tap Chards: fhb ewe has been delved co oid=L7 he tap chard Iaesd a I..'veb net .ae.dlre 7'-0`
Light RoofinglHeavy Roofing
Sheet Metal,' Slate, Tile,
Asphalt , etc,
1 shingles, etc
.,
FIELD PACING is not M. r..pa.ib711ty of Me drier, pie eomdactere meet noes fabricator. Paean
wee ry huge are cautioned to melt prolaiwrl advice In raped te Ma er..tlan breelh, ...doh it .hem
numbed to paves emptily and 'doml.oi. d in. erection, and peewee bracing .hleh ., be reseed
in epcIllc appli.otbn. Truss droll he Wetted Ina plumb end .rald,t petition. HANDLING. Truman
doll ba handled with care during fabrication, thiplre and erection, to prevent daeaO.. CIJTTING A4.
FABRICATION .hell ba .cwnplldad airy equipment which will pekoe sap -fining 'pin4... p w.
OVER -ALL SPANS are bard on nominal 4' b.al% wider and may be Ircr.easd by a much ea 11 with rose
knal 8' beating. b!SIGN STANDARDS seems .IM the applicable provision el the 'National Deeps Spec-
ification." and 'Llple 4.1.x1 Plats Cume.cted Wood Term (True Pete IrelM.)•
2 x 6 min. Outlooker e
Sanford Framing Anchors
Gable End (one req'd, for single
outlooker; two req'd,
(Heavy) , for double outlookers)
2' -6" to 3' -6" max.foofin9)
2x4 lateral brace as req'd,
3' -0" to 4' -0" ma light
Trusses
spaced "
(( at 2' -0" i
roofing) 4' -0" to 6'-0" � o.c,
2x4 at 2' -0" o.c, or 16" o.c, ( (Double
414 Nailer 1
- Furring strips or lath
A 2 x 4 min, OutToo
'anford
2x4 lateral brace 1 Framing
as req'd. Anchor
2' -6" maximum — 'Gable End
_ (Heavy Roofing) 2' -0"
3'-0" maximum 1
(lig roofing)
' Gable 2x4 at 2' -0" o.c.
End
-1x3 continuous at 2' -0" o.c.
End Wall .
nailer
Sheathing
r
16d nails •
Trusses'
spaced at
2' -0" o.c.
l� J1
1 1 ,-Furring strips or lath
End Wall —> r
Sheathing —�
TYPICAL SECTIONS SHOWING OVERHANG WITH
OUTLOOKERS
--1
C OPYRIGHT 1971
N
O
a
1
2x
or as required
4' -0"
8' -0"
12' -0"
SAN3ORD tOO-C PLATES coo 20 gouge, gd.cslacd stool antes 18 ;ovate Is sp•cilled owl 1011 Ca
applied to both laces irwsos of loch joint. PIo., shell be bested er r...tr eot about (aims, on.
less plocerwan5 we indlcor.d by circles (o) or to dirr.iewed. CUTTING AND FABRICATION
mholl be occorylisb.d .sing equipment ohteh will prodooe swrg- Timing joi ors plates. OVECt
ALL SPANS we based on nominal 1• bowing ..idtks and may be inc..00d by w ouch en V r�
no T8 - b•a.; r.g. DESIGN STANDARDS conform, with the epalkoble pro•ieioo, of ►M - No-
tional Design Specircoron and 'L.ght Metal Connected Wood Trumei (boss P Institute).
FIELD BRACING is not the responsibility of rise designer, plwe monolo w how lobdaatw.
*roans erectrng trusser* ors coution.d to teeth professional odic. in r•gord 1 the section bnoa-
insg, which is always required to prevent toppling on "domirainp• during •nction. and pet.wr.nt
bracing which may bo requ'red in .p.cilic opplrcorions. Trove. shall be •rec red in a plr•nb we/
straight position. MINIMUM LUMBER GRADES or. specified. luora.r of rh. scone or greater
strew values .ray be substituted. CAMBER specified is for mama' conditions of w..ic• and 1ob.i-
cation, it mop be in ,teemed or reduced of the architect cod /or fabricator's option, fm... should
b. handled with core during lab.icor,on, .hipping cod er.c..on, to pr•••nt domog••
symmetrical about
except as shown.
2.5 x 4
VALLEY DETAIL
ml 2.5 x 4 u
Optional Splice
20'=0"
2x3
1 -0 "
Typical Truss Spacing
Note: For longer valley frames, space vertical members 6' -0" o.c. maximum.
Ridge Line
2' -0"
Gable
End r --.. —
Truss
12d Nails
6" Long Wedge,
Use one 12d nail
at each truss.
LUMBER SPECIES
No. 2 K. D. Southern Pine
No. 2 Dry M . G . Southern Pine
No. 2 Douglas Fir -Larch
No. 1 Hemlock -Fir
ALTERNATE
SECTION F-F
{
Standard Trusses 2' -0" O.C.
2x4
2x3
2x4
1/2 of 2 x 6
see Detail 1
fb (psi)
1350
1450
1450
1400
J
Top chord of Truss
SECTION F - F
ALLOWABLE UNIT STRESSES
x
ft (psi)
VO
775
850
850
825
fc (psi)
975
1000
1000
1000
Std. Trusses
PLAN
ftEl
DETAIL 1
2x6 cut tomatc
Special lumber for
bottom chord of valleys
io`�,� <_
C 4873 �4 \\
Y1L4A2M. I
AKDORUK
1/
. Itch of 1
Gable End
Truss
m
ewr
V
D
Z
O
O
SANFORD TRUSS
0
DESIGN LOADING
ROOF 45 PSF
CEILING 10 PSF
TOTAL 55 PSF
33.3 Y UNIT
STRESS INCREASE
2"
SPACED 2.'- 0" ON CENTER
RECOMMENDED CAMBER: 1/8" PER 8'- 0" OF TRUSS SPAN
NOTE: DO NOT COMBINE TYPE A & TYPE B SPLICES IN SAME TRUSS.
IF NECESSARY, TWO TYPE A SPLICES MAY BE USED.
5 x 4 SYMMETRICAL ABOUT CL
SANFORD 600 -C PLATES
. ......."..........b............ omen....,. ....,.. ". .......1..1. "1...a......
.,... .00.1 .o......n• o....■ r-.� .memo,, o.,.,..,.,....a..M,.. me..... Man.. AA •
.. .. .,...... • ....WINO ...a...., ...wawa ..b......MOT
a.........,1.. . .... ...............,.• Oa. ANC AMNONKa b � �_� a .,,...e
0
..... 11,., m .......,�,t,.a.,..,....,,L..Aro ., 4.,..,...
PM.,.. Pm..,,.K...a..
Span Plate
35'- 1" 18 -3.5 x 5
32'- 8" 3.5 x 5
28'- 8" 3.5 x 4
26' -8" 3x4
SPLICE TYPE B
2.5 x 5
3.5 x 4
1 -S /8' LUMBER
2X4 TOP 2X4 8TM
CHORD CHORD
95' -1 '
35' -1 '
34' -10'
31' -7
30' -8 '
27' -7 '
25' -1 '
2V-0 "
35' -1 '
33' -6 '
32' -4 '
29' -5 '
28' -5 '
25' -l0'
35' -1 '
35' -1 '
35' -1 '
34' -2 '
33' -3
29' -11'
26' -0
21' -9
35' -1 '
35' -1
35 -1 '
32' -0 '
31' -9 '
28' -2 '
23' -4 ' 25' -1
TOP CMORO SPLICES
(OILY ONE ALLOWS 10 [RCM CN0R0)
5x4
Span
30'.- 8"
24'- 8"
ALICE TYPE A
LUMBER SPECIES
ON.BEL.STR.K.O. S0. PINE
SEL. STR. K.O. S0. PINE
N0.1 OENSE K.O. S0. PINE
N0. 1 K.O. SOUTHERN PINE
N0.2 DENSE 14.0. 30. PINE
N0. 2 K.D. M.G. S0. PINE
N0. 2 K.O.'SOUTMERN PINE
N0.3 0ENSE.1(.0. S0. PINE
ON.SEL.STR. ORY S0. PINE
SEL. STR. ORY S0. PINE
N0.1 OENSE ORY.SO. PINE
N0. 1 ORY SOUTHERN PINE
N0.2 DENSE DRY 50. PINE
NO. 2 DRY M.G. SO. PINE
N0. 2 DRY SOUTHERN PINE
DESIGN FOR TRUSS 35' - 1" OVERALL SPAN NOTE. NES NEMIERS TO SE 2X4 N0. 3 000GLR3 FIR. OR SOUTNERN
PINE. OR 2X3 M0.!.000GLAS FIR. OR SOUTHERN PINE
EXCEPT RS MOTES.
NOTE. FIFTEEN PERCENT INCREASE TAKEN ON FS FOR REPETITIVE
ME11KR USE.
IS
3.00
Plate
18-5x 6
5.5
5x4
3 -1 =
C -2 =
R -1 =
0 -3 =
-5756.
-4955.
5564.
3723.
ALLOW. UNIT STRESSES
F8 (PSI)
2650
22 50
2250
1900
1850
1550
1350
1050
2450
2100
2050
1750
1700
1450
1250
FT (P5I)
1550
1350
1300
1100
1050
1150
975
925
750
600
1450
1250
1200
1000
1000
850
777.
0
34'- 5' CLEAR SPAN
1 -2 = -971.
1355.
2 -3 =
725
FC (PSI)
2150
1850
1700
1450
1350
825
1850
1600
1450
1250
1150
1000
850
230.
777.
1 -I /2' LUMBER
2X4 TOP 2X4 BTM
CHORD CHORD
35' -)
32' -9
32' -1
29'• 0
28' -2
25' -4 '
23' -0
20' -2
33' -9
30' -I0'
29' -9
27'-0
26' -) '
23' -8 '
2l' -5 22' -9 '
= 1900.
Span Plate
35' -1" 2.5x11
31' -8" 2.5 x10
28'- 8" 2.5 x 9
25'- 8" 2.5 x 8
22'- 8" 2.5 x 7
19'- 8" 2.5 x 6
Equal Areas
35' -I '
35 -1 '
35' -1
3l' -2
30' -3
27' -2
23' -7 '
19' -9 '
35' -1
34' -0
33' -1 '
29' -2 '
29' -0 '
25' -8 '
504.
DESIGN CRITERIA: 1970 TPI
PAGE 12 -33
' 0
.. y
rn rn
z
0
0
1
-1 0
z 1
0
la
0
in
at
Camber Up
Cantilever End
1/4"
Over 3' - 0" to 5' - 0"
3/8"
5'- 0" to 7' - 0"
copyright 1968
Lumber: For top & bottom chords see F -30 -3 -55 (D-32)
Web members to be 2 x 4 1500 f Industrial Douglas Fir,
1500 f Industrial Western Hemlock or No. 1 Southern
Pine, unless otherwise noted. 2 x 6 webs t,., be No. 1
Southern Pine, Construction Douglas Fir or Construction
Western Hemlock
Note: For opposite end of truss see
F -30 -3-55 (D-32)
Truss
5
1 Equal 5
t 1' -0"
Span
30'- 0" 3.5 x 5
28' - 8" 3.5 x 4
SPLICE TYPE B 1/8"
(one allowed)
SANFORD 600-C PLATES ore 20 gauge galvanized steel unless 18 gauge is specified, and droll be
applied to both faces of truss at eoch joint. Plates shall be located symmetrical about joints, unless
placements are indicated by circles (o) or as dimensioned. CUTTING AND FABRICATION shall be
accomplished using equipment which will produce snug - fitting joints and plates. OVERALL SPANS
ore based on nominal 4" bearing widths and may be increosed.by as much as 8" wirTi nominal 8"
bearing. DESIGN STANDARDS conform with the applicable provisions of the "Notional Design
Specifications" and "Light Metal Connected Wood Trusts" (Truss Plate Institute), FIELD BRACING
is not the responsibility of the designer, piote monufocturer nor truss fabricator. Persons erecting
trusses are cautioned to seek professional advice in regard to the erection bracing, which is always
required to prevent toppling and "dominoing' during erection, and permanent bracing which moy
be required in specific opplications. Trusser shall be erected in o plumb and straight position.
MINIMUM LUMBER GRADES are specified. Lumber of the same or greater stress values may be
substituted. BOTTOM CHORD BRACING: 0 ceiling materiel does not isrovide lateral support,
brace bottom chord members in compression with continuous 1.4, 4' -0" _o.c.
Trusses should be handled with coreduring fabrication, shipping and erection, to prevent damage.
SPLICE TYPE A
Design Loading
Roof 45 psf
Ceiling 10 psf
Total 55 psf
33 -1/3% unit
stress increase
No increase allowed
on cantilevered portion
2' -0"
Overhang
12 2- 1/2"
5 x 17
6x'10
1
2"
.5x8
For cantilevers 6" or
Tess use F -30 -3 -55
From 6" to 2' -0" use 2 x 4 wedge
From 2' -0" to 2'-8" use 2 x 6 wedge
DETAIL FOR CANTILEVERS UP TO 2'- 8"
4 „ (L/5 Only)
y)
x 10 (No splice)
x 10 (Splice)
5 x 7 (No splice)
6 x 7 (Splice)
3x8 3x6 I 3x12
5x8 LL /5 Only
Trusses Spaced 2'- 0" O .0 . T200#T
I x 4 continuous
lateral bracing
a
2.5 x 8
5p
Over 2'- 8" _2'- 0"
b 660#
0
40
5
394e T 2400#T 2500 #T
k / I95# h 170# g
800' C J 26 10"
— 1300 #C
1200# T d
c — 2700 #C
b 6.B# )..0# e
2__ _ 200AC / 0#
3 5 ?63 #6 65
425# ,,
j00 #.T '\ 2580#C
195# h 140# g \I 100 #C
23'- 6" 6'- 2"
2740#T
k
800#C
Equal Areas
to L/5 Overhang
Note: Do not combine Type A & Type B Splices in the same
truss. If necessary, two Type A Splices may be used .
660#
200 #T
5300# C
660# e
FORCE DIAGRAM
FORCE DIAGRAM
2460#C
2'- 10"
t
R = I980#
f
CANT D 32 -1
V I
D
Z T
_ 1
0
0
S NWro WO< /LAM on 20 av d, .ia.d a.d u.l.v ID .e a,il,.d, w •+dl s •sUM 0
lac.. d tr. et ..cry nin, Mahn u..11 . 1 « «W .r^- .r.l.d once i.1nr.. ..d... yl «.. w an indi-
eJ.e 0, Lie.. WI r - digne...io.d. CUTTING AND 1AIIIC Jell W .... Io...d ken. *peewit
•ill pee... .`W eiUire peon sod Oakes . DISIGN STANMIDS eonrw. re grlicltl. wei-
a• ! re. 'Noticed Owien Sp.ilicmiw and tile. *re C...ncnd weal I,, tire. plea Iw.renl
01ElJ MACING u.4 t1 np.iSilir, l r1.. delta, Jae r Im. 0•r..r.
▪ a.....new .«r.o.d rd * rd mie.d 5.1.. • nese ,. i. l-. re gnome
n eiine le peewit N.A.. se . es.inei.g during sect... ant peewee ene
,l mtnich .e, le repind
in p,ilic wrl.wi . bum. Jell ea en.I d in • plane end u..ipn psiris. MINIMUM LUMdrl GLADES
• aciii.e l.we.. d ..w se a anew u..• be ..suit.... CAMIEI a .,T.d 6 le ne
..d condition. d wnic. we lapel/Nice: • r ■■•.,larn , .n.l,m
enw lrur .old d ea.a.e .irn con sing ry.i.p . pp
en, i.p and ewe.. .n..l d...9
M
Notes: I. Spans shown on table are overall
2. 2 x 6 Minimum Bearing Hate
3. Camber bottom chord of girders to match adjacent trusses
4. Two member girders:
Bottom cord- connect members together wit's (2) 1/2"
bolts, 2' -0" o.c.
Webs & top chord - connect members with 16d nails,
18" o.c
Three and four member girders:
Bottom chord - connect members together with (2) 1/2"
bolts, 2'- 0 "o.c
Webs & top chord -bolt members together with 1/2" bolts
4' -0" o.c.
5. Overall spans calculated with 4" Bearing . For 8"
Truss Bearing increo.e spans in table by 8"
Symmetrical about C
except as shown
7x8
Designed by: J. Kravec
Drawn by: J . Kravec
Checked by: G . Wren
12
2
2.5
- -1- 1
'r -4 -n1
5x 14 l I 2.5x4
18 -7x 12 W6x8 W2x6
0.22 Clear Span
Design Loading
Roof 45 psf
Ceiling 10psf
Total 55 psf
33 -1/3% allowable unit stress
increase for short time loading
Clear Spon
Overall Spon
5 x 10
2 x 8
Girder Span Plate Sizes
14'thru23' 18 -5x 18 W2.5x 14
24' thru 40' 18-5 x 18 W 2.5 x 12
0.28 Clear Span
1- 1 /2" -- 1/2 "
3.5 x 14
l?S
DADE G -4r
O
Z
41
W
S
N
c
ff
No. 1 Southem Pine
No. 1 Southern Pine
Span of Trusses
Carried by Girder
Span of Trusses
Carried by Girder
Girder
Span
Girder - No. of Members
Girder
Span
Girder - No. of Members
1
2
3
4
1
2
3
4
14'- 0"
23'- 5"
50'- 0"
50'- 0"
28'- 0"
8'- 10"
22'- 9"
34'- 11"
46'- 8"
15'- 0"
21'- 7"
48'- 1"
50
29'- 0"
8'- 4"
21'- 9"
33'- O"
44'- 0"
16 0"
19'- 11•
44'- 9"
50'- 0"
30'- 0"
7'- 9"
20'- 9"
31'- 5"
41'- 10"
17'-o°
18 6"
40-9"
50'- 0"
31'- 0"
7 3"
19'- 10"
29'- 11"
39'- 10"
18'- 0"
17'- 2"
39'- I"
50'- 0"
_
32'- 0"
6 9"
18'- 11"
28'- 7"
38'- I"
19'- 0"
16'- 0"
36'- 9"
50'- 0"
33'- 0"
_
6'- 4"
18'- I"
27'- 3"
36'- 4"
20'- 0"
14' 11"
34'- 7"
50'- 0"
34'- 0"
5'- 11"
17'- 4"
26'- I"
34' -.9"
21'- 0"
13'- 11"
32'- 8"
50'- 0"
35'- 0"
5'- 6"
I6'- 7"
25'- 0"
33'- 4"
36'- 0"
5'- I"
15'- 10"
23'- 11"
31'- 10"
22'- 0"
13'- 1"
30'- 11"
47'- 11"
23'- 0"
12'- 3"
29'- 3"
45'- 6"
37'- 0"
4'- 8"
15'- 2"
23'- 0"
30'- 8"
24'- 0"
10- 5"
27'- 9"
43'- 4"
38'- 0"
4'- 4"
14'- 6"
22'- 1"
29'- 5"
25'- 0"
10'- 9"
26'- 5"
41'- 3"
50'- 0"
39'- 0"
4'- 0"
13'- 4"
2 I'- 2"
28'- 3"
26'- 0"
10'- I"
25'- I"
39'- 0"
$0'- 0"
40'- 0"
3'- 4"
12'- 9"
20'- 5"
27'- 3"
27 0"
9'- 5"
23'- 11"
36'- 11"49'- 3"
.¢u>ZIN■
S NWro WO< /LAM on 20 av d, .ia.d a.d u.l.v ID .e a,il,.d, w •+dl s •sUM 0
lac.. d tr. et ..cry nin, Mahn u..11 . 1 « «W .r^- .r.l.d once i.1nr.. ..d... yl «.. w an indi-
eJ.e 0, Lie.. WI r - digne...io.d. CUTTING AND 1AIIIC Jell W .... Io...d ken. *peewit
•ill pee... .`W eiUire peon sod Oakes . DISIGN STANMIDS eonrw. re grlicltl. wei-
a• ! re. 'Noticed Owien Sp.ilicmiw and tile. *re C...ncnd weal I,, tire. plea Iw.renl
01ElJ MACING u.4 t1 np.iSilir, l r1.. delta, Jae r Im. 0•r..r.
▪ a.....new .«r.o.d rd * rd mie.d 5.1.. • nese ,. i. l-. re gnome
n eiine le peewit N.A.. se . es.inei.g during sect... ant peewee ene
,l mtnich .e, le repind
in p,ilic wrl.wi . bum. Jell ea en.I d in • plane end u..ipn psiris. MINIMUM LUMdrl GLADES
• aciii.e l.we.. d ..w se a anew u..• be ..suit.... CAMIEI a .,T.d 6 le ne
..d condition. d wnic. we lapel/Nice: • r ■■•.,larn , .n.l,m
enw lrur .old d ea.a.e .irn con sing ry.i.p . pp
en, i.p and ewe.. .n..l d...9
M
Notes: I. Spans shown on table are overall
2. 2 x 6 Minimum Bearing Hate
3. Camber bottom chord of girders to match adjacent trusses
4. Two member girders:
Bottom cord- connect members together wit's (2) 1/2"
bolts, 2' -0" o.c.
Webs & top chord - connect members with 16d nails,
18" o.c
Three and four member girders:
Bottom chord - connect members together with (2) 1/2"
bolts, 2'- 0 "o.c
Webs & top chord -bolt members together with 1/2" bolts
4' -0" o.c.
5. Overall spans calculated with 4" Bearing . For 8"
Truss Bearing increo.e spans in table by 8"
Symmetrical about C
except as shown
7x8
Designed by: J. Kravec
Drawn by: J . Kravec
Checked by: G . Wren
12
2
2.5
- -1- 1
'r -4 -n1
5x 14 l I 2.5x4
18 -7x 12 W6x8 W2x6
0.22 Clear Span
Design Loading
Roof 45 psf
Ceiling 10psf
Total 55 psf
33 -1/3% allowable unit stress
increase for short time loading
Clear Spon
Overall Spon
5 x 10
2 x 8
Girder Span Plate Sizes
14'thru23' 18 -5x 18 W2.5x 14
24' thru 40' 18-5 x 18 W 2.5 x 12
0.28 Clear Span
1- 1 /2" -- 1/2 "
3.5 x 14
l?S
DADE G -4r
O
Z
41
W
S
N
c
ff
r"
4
4"
JACK DETAIL
45 Bevel Top
3x4
2.5 x 10 for 1.5/
2.5x9 for2.0 /12
2.5x8 for 2.5 &over
H ot E nd Cut Bottom
3x4
2.5 x 10 for 1.5/12
2.5 x 9 for 2.0/12
2.5 x 8 for 2.5 & over
r d
9' - 0" & 11' - 0" Corner Jock or End Jack
3x4
3x4
2"
2.5x5
x
2x4
3x7
2
6
2x 4
Hip Jack for 9' - 0" and 11' - 0" Setback
9' - 0 "& 11' - 0" Corner Jack or End Jack
12
2.5 x 7 for 1.5
2.5x6 for 2.0
2.5x5 for 2.5
Roof Slope
• 2.5x7for 1.5
2.5x6 for 2.0
2.5x5 for 2.5 & ove
Alternate Heel Joint
for 2 x 6 End Height
SANFORD TRUSS CONNECTOR PLATES called .o mth laps of in:. ft end pin, tall be •bh.
'tanked GrIp -Fat. ar S..ieed 600-C E Ip- Mats, 18., 20 yamp es pclfied. Plats doll be located
syesese"hal about Inn points, ahem plate platoons are Indicated by circles or dln..aio... Position
narks, MOT REQUIRED when plans.. pressed info both few of true while It ,....l,. cloned in fig,)
doll I. 1.5" lag annular rip shed. 0. 120' dlm..tr 9/32" head; 0.001' dla..tor, 1.5' long fillet head
T -.oit; or equivalent mil with cooed head. MINIMUM WFYER WADES are p.etlt.4. Lumber of IM
eon or rarer nee values may be ratih...d. CAMBER specified Is f. .anal condition of ..vice and
0.brlcetlor9 b may be Increased . reduced at 11. ochltat a fobrialor's option. Lateral lacing of
Tap Chard. 11.b des Is been designed oonid.ip the top eland brand at intervals not somata 3' -
When total Toad is carried by bottom chord
use 2 x 4 Top Chord & 2 x 6 Bottom Chord
Equal Ar-•s
x 4
Equal Areas
3 x 7 for 1.5
3 x 6 for 2.0
3 x 5 for 2.5 & over
Butt as required
for 2 x 6 end height
7' -O•
Note: Single cub (45 ° ) are shown on the drawing.
When necessary, double cuts (45 °) may be used.
FIELD 'RACING Is not tl. .erpo."mlliy of Ho design, plant nswl.clunr nor non fabricator. Penns
erect p � are unlined to seek pmle"lenal advice in regard to de erection hoeing, which 4..h.ors
required to amen toppling del "doolneing" during erection, and permanent koala which may be required
in specific apelication. Troves doll be erected in a plumb and Hnigla position. IIANDUNG. husee
doll be handled with coo during fa6leatien, shipping and erection, to prima dmgp.�OTTING AND
FAIMICATION dell be acca..alitrd wing equipment which will ppk.ce a.. -fi"ip joints and pi....
OVER -ALL SPANS an breed on amino! 4' bearing width and "'ay be Increased by as such as 8" with .om-
in! 8" boning. UESIGN STANDARDS conform with H. appliceble co:whim of the "Nartoml Design Spec-
ifications" and "light Metal Plate Corrected Wood Trines" (True. Plata Ineinne).
IL_Zx4
'Corner Jacks
LF.1 -
2x4
Hip Jack Hanger
16 ga. Galt'. Steel
Note: All plates to be 20 go. 600 -CL, unless
otherwise shown.
DH -5A, Revised
O•
a
4
c
0
LA-
z
r Q
(
J _
Q
f-
W
0
0
1
2
•
• copyright 1968
o ��
OF Ft
2. P _'
2 �- CAROL 9
6.." SANFORD L
-4 731 F—
2
N
c ry, fl. LAUDERDALE vO
CSi / S s FLORIDA :,r
� PR �'��'
Web Members: 2 x 4 or 2 x 3 1500 f Industrial
Douglas Fir or No. 1 Southern Pine
Sanford Tension Web (TW)
Note: 2 x 6 Minimum Bearing
For 2 x 4 Bearing use one 2'- 6"
2 x 6 Scab nailed on one
side of truss with (12) 16d nails.
SANFORD 600 PLATES an 20 gorge galvanized steel unless 18 gouge is specified, and shall be
applied to both locos of truss of eoch joint. Plates shall be located symmetrical about joints, un-
less placements are indicated by circles (o) or as dimensioned. CUTTING AND FABRICATION
shall be occomplished using equipment which will produce smug- fining jann end plates. OVER-
ALL SPANS ore bond on nominal c" beon,ng widths on mos be mcremed by m much as V 7irh
rwn�in � beming. DESIGN STANDARDS conform with the applicable pro.isiom of the "Na-
tional Design Specification" and `Light Metol Connected woad Trusses' (Truss Plate Institute).
Fiat) BRACING is not the responsibility of Me designer, plate manufacturer nor truss fabricator.
son erecti trusses are cautioned to soak profeaionol advice in regmd to the erection brac-
ing, which is olwoys required to prevent toppling and "dominoing" during erection, and permoncnt
bracing which may be required in specific applications. Trusses shall be er «red in o plumb ofd
stroight position. MINIMUM LUMBER GRADES re speciFeo, lumoer of the sone or greater
stress values may be subsriNted. CAMBER specified is for normal conditions of service and fabri-
cation, it may be increased or reduced of the orchimct and fabricator's option. Truss. should
be handled with core during fabrication, shipping and erection, to prevent don,age.
3x8
Design Loading
. Roof 45 psf
Ceiling 10 psf
Concentrated Toad
from Ridge Jack
33 -1/3% unit
stress increase.
Truss
Symmetrical about C j
except as shown
7x6
18 -5 x 18
W5x 12 W5x8
Splice
(1) TW 1.0x50
7 x 6 Front
18 -5 x 18
W 5 x 12 W 5 x 8
Splic
LUMBER: Max.
Overall Spans
7 1 Southern Pine
Const Jnuglas Fir
Camber I /2•
15,350 16,385
e
26 0" Clear Span
2810 a 2810 b
15,350
e
26 0"
7x6
3x5
7x6
2 x 8 Top
Chord
26'- 8"
26'- 0"
115
4,5
(1) TW 1 .0 x 35
Two
2 x 6 Btm.
Chord
26' -8"
26' - 4"
5:5
2,
r an
3
--.5
c
16,385
Equal _l _ Spaces
11 0" Setback
LUMBER: Max.
Overall Spans
2 104 0 28104
1531 15
FORCE DIAGRAM
12
"Z•
Top
Chord
400
b
5 5
00 #C
3 x 5
1 -1/2" 12
12.5or3
5x7
18-5 x 18 W 2.5 x 14
5x7
'% 11111111111■
18 -5x 18W2.5x 14
B tm .�j'
Chord 1
c
t^
2x4
height
a,
R "
370
a,e
R T
3785~
b
c
d
3785~
b
c
DH -26A
z
0
t
t
Cn
1.)
1
N I
U CO
Vs
S
Y � �
%NI
0
0
D
R
DESIGN FOR HIP #1 24'- 0" OVER-ALL SETBACK 11'- 0"
SPACED 2' -0" o.c.
LUMBER
A -No. 1 Southern Pine only
B -No. 1 Southern Pine or Construction Douglas Fir
C -No. 1 Southern Pine or 1500 f Industrial Douglas Fir
Note: All web members to be 2 x 4 C
All plates to be 20 ga. 600-CL unless otherwise
shown. 3,4 =
TRUSS J
Flat
l Symmetrical about 4
1
1 18 -7 x 10
1/2" W 5 x 6
Camber bottom chord 3/8"
3 x 4
24'- 0" Overall
2
1
12
2 x 6. B
SANFORD TRUSS CONNECTOR PLATES, applied to both faces of hem at each joint, doll b. either
Sanford Grip-1660w or Sordord 600-C Gip -Mara, Mar 20 gage a specified. Plates doll be located
rymrwlaal about truer joints, anlr Plan placements are indicated by awcIto or dimeniare. Pesl,len
rolls, (NOT REQUIRED when plates ore premed Into both loco of truss while It remain. claupad In jig,)
doll be 1.5' Mug annular rip shad 0.120' dlanetor 9/3r hood; 0.003' diastole., 1.5' long fills head
T -null; w equivalent roll with oro:on head. MINIMUM LUMBER GRADES an specified. Ire::ber of the
ono or great.. ahem values may be •ubatiloled. CAMBER specified is far .oral conditions of rerv and
lobrlcotlanc it may be inoeaesd or reduced at the architect and/ fabricator's oplen. Lateral booing of
Top Card: 166 who Is both desk/nod confided% the top rbond braced at intervals not ascending 3' -0'
FORCE DIAGRAM
Scale: 1" = 4000#
2.5
18-5 x 16 W 2.5 x 12
DETAIL FOR 2 x 6 HEEL
18 -5x16 W2.5x12
a
e
b
'-c
d
2 x 4 Heel Butt
3581 C.L.
a 5q0# b
615
11,500#C it
1 '-
0 0
n
01
_1
e
Note: For 1 -1/2" lumber, all chords must be
No. 1 K. D. Southern Pine. Also the
bottom chord must be 2 x 8.
FIELD BRACING Is not the responibility of the derigner, pi to nanufoctonr row In fabricator. P ,on
weewee p �a an canlerod te seek professional *civic. in regord to rho erection bracing, which is always
required to prevent toppling and •domiming' firing erection, and permwom booing which troy be required
in specific application. Trona doll be erected In a plumb and stoi ht position. NANDUNG. Truss
shall be h. dbd with core during fabrication, shipping and •notion, b prevent danap AND
FABRICATION dell be acconphidh.d using egdpnesnt which will produce snug-fining joirnh and plates.
OVER -ALL SPANS an based an rominol 4• bearing widths and moy be increased by as torch as B' with nom-
inal B bearing. RESIGN STANDARDS mnlo nn with the applicable provision of to 'National Design Scec-
Nlcatian' and 'Light Metal Plate Connected Wood Troths" (Truss Plate Inaito•).
2
1800* C
22'- 8" Clear Span
3 4
12 650'T
r
c
12 , 900AC
3 5#
A
d
Common Truss
si 11H -24-2.5-55
HIP LAYOUT
DADE COUNTY
\�
- - — - r - - - +
24'- 0"
'n
N
0
u
ITEMS
11. Ar�;hitectural Fee lans
SUB CONTRACTORS & SUPPLIERS
NAME & ADDRESS
_
2. Asphalt walks, drives, etc.
r; C vr- G? PA wn/1 l'..
AIL AT OA -- (.2,;
3. Cabinets ® Bath Vanity
4o Cabinets m ICitc;hen
5. Cabinets Medicine
_
�„
.:�
6. Cabinets m Unit Closet
7. Cleanin
8. Clearin Site
e ; 7 L./oNA l4E� 1? / /Vt7
9. Concrete m Foundation, Slabs . Beams
I _ I i ' - C''o ., I've iu-r/ »,
10. Concrete ® walks 9 drives 9 etc.
11. Contractors Fee '
; -
1 2 . Electric Fixtures
-
13. Electric Uirin
` = _ i _ c -; rl i c L ,
14. Emipment Rental
15. Excavation
16. Fill for Slab
111107.1 T l� w ' .c'
17. Floors - Finish 'wood & kitchen
180 Floors ® Terrazzo
19. Gara e Doors
A Di (3 L'e' 4?N1- =P1 / L , 12_
VA ).. - Z r; et2A/ 14 . • / 1-�i: 0 _S:41 z
•
.
20. Glass Sliding Doors `
21. Hardware ® Finish
22. Hardware Rou_h
23. Heatin +- r rv- ,
•:
24. Insurance ® Liabilit . com.. -bond
25. Labor m Payroll
' _ 'z _ •-,, - AO'G',04 V •-
Effia/Wail
26. Labor m Contract
27. Labor ® Contract t�
28. Landsca•ing, Fill. Gradin:
111111MMIMMIPMWEIMIEMM
29. - Lam -P aster Stucco
1111111EMEIMENEWRIIM
30. Lumber A11
31. Masonry Labor
: ti )i iv /? /1.3J V
32,, Masons- Materials, Block
-, •. - '
33. Millwork
-
34. Miscellaneous
-
.
35. Ornamental Iron Work
-
36. Oven & Plate ® Built-in
•
37. Overhead
•
IIINIMNIMIONNAMIRMPRIMM
38. Paintin:
39, Permits Temporary Power
no, , 0 F ,r
•
40. Pilin: (Foundation)
-.
41. Plumbing Complete
_ . P_ h i-L A 1-
42. Pool m Swimmin
43. Roof4Rg & Sheet Metal Work
rP'. , ,-- .
•
44. Roof Trusses ® Prefab.
�_ -
-
45. Screen Enclosures
-
•
.
46. Septic Tank or Sewerage •
.0/1lrA ,i 53&./ "' 7c - 7 - 4/1P -
•
•
Ti. Shower or Tub Enclosures
48. Steel a Reinforcin: & strl.
49. Su ervision
50. Surveys
51. Tile & Marble - '
52. Water m Public
53. Wafer - Well & Pum•
/
.
54. Jindows ® Glazin: & Screens
55. +indow Frames m Concrete
LOT
MIAI•MI SHORES VILLAGE
APPLICATION FOR FINAL INSPECTION
Prior to a final inspect n this application must k'e filled out; if sub contractors have
failed to take out permits the general contractor shall be responsible for the permit and
fee. A final inspection must be made prior to the release to Florida Power and Light Co.
and the issueance of a certificate of occupancy.
OWNER a JOB ADDRESS
BUILDER DAY LABOR CONTRACT DATE 9-S--
BLOCK
S EvEQ Pwi+ t` , < e.c, .D pa,,, 4-
CONTRACTOR
SUB.
=
• TOTAL