ROOFING PERMIT•
metrical
about
centerline.
BUTT JOINT
r5 -9.o to 34' -8"
15-8.1 to 28' -8"
CAMBER BOTTOM CHORD
1/2" AT CENTER.
3-4.5
•
•
rr �� yy 1 35 N.Z. 13th Avenue
[cam t 11 Fort Lauderdale, Florida, 3330'
P x4
Top Chord
Btn.^ ord
.`T- . f• lrn:1 1.1 , .,l 0/ { f "Nut 1."
- . . u u 1
. lr -.:re - F•'r e at.0 1.; .. , 1•.r .. ,•tur A. cu r •
or ':✓ '.P: . o :ate t to .
i, n :r, . z .. ', . .0041 lru Pt r.: .
' oY ' , rc• •rur: . rrrater . 1,4..1
u e rcctn ate t "04 ; u , 0' cart „ ,rr
e 1 f —'_ 'e141 r. 1 '1 l 11 .. . t•r
:tort- by 10 - er e 11 Pr .' .• .tt •
.0440 :,"•r , r br
tt, tL 11.4 .6L tC:• PL ..... e .
— _ :It:..., .
•• t.0 re ....a':: r r . l ' r,:.. 't:. - . ..gin. era. t:
^ 171.0.ee 00? ea'.... ,. P
.,1 d t.
r 1 .I'4•■• . ♦ .•c. '1 • e 44,011
;ru; '.4:. 4.,-.404.41 1 . . ., . et. t y rn.'., a. r I.r 1e ...e,. I, al e, . e
MOTE: 1962 N.P.S. edition.
" •erehrrr shall 1'e 2X3 or 2X4
- ,out'-err. "'A_ ^e, 1500f Industrial Fir,
or 1500f Industrial He:clocs.
1 15 - 6.3 to 34' -8"
15T -21 to 30' -8"
UT
THREE
ALTERNATE JOINT
I
3 -4 . 5
5 -6.3 to 34' -8"
5 -5.4 to 28' -8"
II
: 1 EQUAL
1 -1/2"
,..:x. v rr; :1 .. r.:, fo; CI:or.' hI :...1' .•1 Max. (''✓crag: 3•.s.ns
12
S3mmetricr:
about
centerline.
3
34'-8"
_4"
1,2
4
3, ._p,"
3- to 3 -8
T -10 to 32' -8"
! ,southern 1 1te
NOTF: Hemlock to he U.C. Hemlock.
590# d
e 590x# c
3n 00/ , C
1. 11 :: I E
#2 K.1" So. i'ine
,-1300#C
1 . i
3icO,C 640#
3
\ 4950 #T 6100#T
1300#T 1300 #T 350 #
34' -0" Clear span
5
6
FORCE DIAGRAM
f :nd. .■ou /' Fir
b
62 7Q{t
f
r'E:,1r'•1 :AITIDING
Roof 45 psf
Ceiling; 10 psf
Total 5 pcf
345# 33 -1/35 unit
a stress increase
c R =1870#
b
Equal
areas
a cs
•o
•"'c
7
0 rr
n p
.t
0 V'
4 p
et
i
" II
0
CP
I o
oD
me
Cl -3
0 c
C1
vw
I 'r CI
0 -r
o 14
Co' a
1,1
A
0
C
r
3 -14.4 to 34' -8"
3 -12.6 to
3 -10.8 to 29'-
Phone AC -305
1 10 •o
56 6 - 5471
num
l s�
1
Copyright 1965
Vikin Connectors Inc
cut from 2x6 Or
as required
Valley Member A
4'
Za-
3
Valley Member B 8'
5T -21
Valley Member C
5T -21
■1 A�
yr -21
Y
0
w
z
Valley Member D
3 -4.5
(typical)
M
Volley Member E 20'
5T -21 to 30' -8°
5 -6.3 aver
30' -8"
..__
tor
16d nails
1 -5/8"
WM 1 .11
12'
Date Feb. 1, 1965
Dw
4.5
VALLEY DETAILS .
16'
2x4 on edge. Lateral brace required when length
of center vertical member
vertical member to double
the thickness when
vertical exceeds 6' -0'.
5T -21 t 30' -B"
5-6.30 er 30' -8" EQUAL
I I_
A thru E ere typical valley trusses
ee shown on sheet #10 The largest
valley truss is shown to be a guide for
valley trusses larger than the 20'
Valley Member "E °.
Valley trusses run perpendicular (in
the opposite direction) to the
supporting truoaee underneath and
should be nailed or fastened to each
trues top chord they intersect with
(1) 16d nail to laterally brace the
top chords of these trueeee when the
w i trusses do not have sheathing on them.
3 -4.5
3-4.5
-Trues chordo 2' -0' o.c.
Typical plate to be used in splicing either
top or bottom chords.
12
Valley
Verioe to match roof pitch
exceeds 6' -6" or add
SPACES
Lenath as Requlrod
TYPICAL LARGER VALLEY
VALLEY & PIGGY BACK DETAILS
SECTION M-M
Lumber - Minimum allowable unit etreseee.
c - 560 psi Compression parallel to grain
f - 750 psi Extreme fiber in bending
t - 750 per Tension parallel to grain
E - 1,540,000 Modulus of Elasticity
Top Chord shell be 2x4 minimum
Bottom Chord and Wobe ohell be 2x3
minimum
Wsbe shall be 2x3 minimum
Plates - Viking Connector Plates
are 20 gauge galvanized steel end
applied to both feces of each truss et
each joint.
Minimum of one
16d nail into
each trues top
chord.
Rip 2x6 to make
two pieces for
p� bottom chords.
/ /y cut uL to match
trues pitch.
height
.t.] I 6' -0" MAXIMUM
3-6.3 height —
2
1
u\
0
M rl
1
0 V\
,q
W .
•
3-5.4
PIGGY DACES DETAILS
5T -21
Z -5
Z -5
(typical)
This Piggy -Beck Detail to taken from page #10 on top
of Hip #1.
Piggy -Backe ere the same in etructurel construction ee
Volleys except for shape, and the bottom edge of the
bottom chord is not beveled. Placement in the building
is in the opposite direction to Valleys, (Placement is
parallel to and on top of the supporting trueees). See
IMPORTANT NOTE et the right.
Plats and lumber dote that eppliee to Velleye above
also applies to Piggy -Backe of the same size.
OPT
6N6 1 1 2 OPTION
•IGGY
BACKS
heathing
Truce
or
Hip
3
1 IMPORTANT NOTE I
•
Piggy Beck unite ere set
directly above and parallel to
the supporting trusses under-
neath and therefore do not
laterally brace the trues
top chords.
To be sure that the supporting
trusses function ee designed
one of the following methods of
bracing the top chord must be
used.
Continuous lateral bracing.
OPTION #1 - Extend and attach ell sheathing
before applying Piggy Beck unite.
OPTION #2 - Extend and attach a portion of the
sheathing so there is 3' -O" or lees between rows of
sheathing.
OPTION #3 - Provide continuous lateral bracing (1X4)
to the bottom edge of the trues top chord so there is
3' -0" or leas between rows of lateral bracing. Attach
with (2) 8d nails to each trues.
style
VAL
LUMBER
SPAN
#1 So. Pine
26'
-8"
1500f Ind. Fir
25'
-8"
1500f Ind.Hemlock
24'-4"
1 -1/2"
Max.- Span /8
Min.- 1' -9"
1 - 3/ 4 "
2%4 Wedge
The '3:177 Tr.ar P0!ricator ruu • •
fu m.n!. a copy of t!.io de:.iy'. t'• both the builder 0Ld taus° erector.
STA:;:sh!S: Th.s drawing Len been prelared to meet alq:icxtle prov,olous of the "hat: oual Design
r crt!on for titre: c -Grade ;umber and its Fa;rtrr.iuge" by Ne'!0 °1 Lumber rnnufectureri Acnociatlon;
v ' ' gr Lpecif:cat:ouc for Light !'etnl Plate Connected Wood Trusoeo" by Truss Plate Inotltute.
:g:•;; Plo•ee ere 2'' raure galvanized steel and nT111ed to both faces of each trues at each
Jr:r t. l ^"'L'P of the rote el ec:en w,t equal nr greeter ctrec: valuer may be ,ubnt:tuted.
10 NF:^.. T'CC- '::.,b r mils. be necu:ate:: cut and fitted Lovett,: no that ell n.-:.brrn et each • ',alai are
IL iur eoatoc 1i ong the jo:uto. lista Crntetlln, °hal co.e.cede with Joint centerl;ur, or oha11 be
located by circler tulle ua ott.ervlo.T3rceorloned. OS : 3 1 ' A 7 : . • are lased ou no i ea] a" bearing widthe
e:
end may be :ccreard by an much es a" at each cl. vlde" l 177°. ur.i e.g noa:rel t: " bearing widths,
lerm.tt.r.F a Tn..mu -. ove,a!1 spar: .•
, .creaa of a ", I.AT'NAI. NFAC::;;. T111. trot.° Lon been designed
aeoumtng the top chord In laterally braced at tntervui ,. t' -re" ".c. VIKING CeN1i TCTUIV;,
INC., bcora no renponalbtltty for the evert:on of tru°;.en .n accordance with th,n deutgo. Peroonn
uatnr ouch truant's are cautioned to neck proeesoe ourl sdv!ce teemed to safety precautions during
erection, propez hordlinv, temporary broc.nr, and permanent broc .r which may he required to specific
oppl}cnttona. NOTE: 1962 N.D.S. edition.
DOTE: Web members shall be 2 %3 or 2 %4
#1 Southern Pine, 1500f Industrial Fir,
or 1500f Industrial Hemlock.
NOTE: Do not combine
Butt Joints A & B in
the bottom chord. If
necessary two Butt
Joints B may be used.
5 - 8.1 —
2 -1/4"
1- 5/16" —
1" BUTT JOINT A
i3 -9.0 to 28' -8"
.3 -8.1 to 26' -8 "j
1 5T -21
1,2
BUTT JOINT
5 -5.
nr ^
L U M B E R
Max. Overall Spans
#1 Dense So. Fine
1 //1 K.D. :;(3. Pine
:;e1. Gtr. Fir
Sel. tr. Hemlock
h'1 Southern Pine
15O0f Ind. Doug. Fir
1 501}f Ind. Hemlock
28' -8"
2W-8"
26' -
NOTE: Hemlock to be W.C. Hemlock.
1/8 "_ BUTT JOINT B
for q\ Block for
#5 Plate #5 plate
1 5 `6.3 to 28' -8 "I
4 -6.3 to 27'_4"
4 - 4 to ?4' -8"
•
8-1540#
3T -10
12
2x4 2x4
Top Chord btm.Chord
28' -8"
28' -8"
26' -8"
410,1
28' -0" Clear Span
6"
42) Z -5's (one on each
side of truss)
1435 N.E. 13th Avenue
Fort I,'uderdale, Florida, 33304
•
4 53
N
L U r B E E
Fr'x. Overall Spans
#? E.D. So. Pine
#? Southern Pine
1200f Ind. Doug. Fir
1200f Ind. Hemlock
720#
3 -9.0 to 26' -8"
3 -8.1 to 24'-4"
3 -7.2 to 21' -8"
3 - 9.9 to 28' -8"
3 -9.0 to 27'-4"
3 -8.1 to 24'-4'
3 - 7.2 to 21' -8"
ALTERNATE HEEL
(without wedge)
Equal areas
2x4
Top Chord
NA 7.7 id v
C. 4 o
2x4
Btm.Chord
DESIGN LOADING
Roof 45 psf
Ceiling 10 psf
Total 57 psf
33 - 1/3% unit
stress increase
Equal
areas
e,
0
0
r
0
J1
5.71
ry
e%gi
n
mz
0 0
ro0
n .�
0 0
0
v c.
i Im
o e
0 fn
n q
0
Phony AC -3C5
566 -54;1
r •
it
0
•
9� r r r--7
•
1435 N.E. 13th Avenue
Fort Lauderdale, Florida, 3330
b
N
tin g
•
r
The 7:E:NG Truss Fabricator must furnish a copy of this decign to both the builder and truss erector.
DES:GN S?ANDAIDS, This drawing her been prepared to meet applicable provisions of the "National Deoirn
o;ec :f :cation for Stress -Grade Lumber and ;to Footeningo" by National Lumber Manufacturers Asoocl°tlon•
and 'Lesigt Spe cificntiona for Light Metal Plate Connected 'Wood ^_ruores" by 'Truro Plate Iootltute.
C:E:NG Connector F:atee are ?' go4Fe ga:vanited otee: and applied to both faces of each truss at each
:tint. - "Iota , . of the same e;ectes with equal or greater etreec values may be rubatltuted.
FASR:CA:Z ••:tuber must be aceu:ate:y cut and fitted together ro that ai: members at each joint are
sit ccntac -=g the ;olntc. F:ate centeilineo oho:. coincide with point centerlines or shall be
located by circler ....:roc •
:c otherwioe noloned. CCSRALL S A::d are booed on nominal 4" bearing widths
and may be iocreared " by as much as a " at each wader bearing whet u •. g nominal b" bearing widths,
permitting a maximum ove:a:: rpm. increase of LATEPAL AR ACiNG: T ie truss has been designed
eauming the top chord is :ate:olly braced at intet•eoio not exceeLop 5 o.c. V E1NG CCtt.EC?OES,
bears no reoponolbility for the erect_cn °f trusses In accordance with this design. Persons
using each truaaeo are cautioned to seek l.rof.rn :onol advice in regard to safety precautions during
a section, proper handling, temporary brec:r: r•d permanent bracing which =ay be required in specific
pplications. NOTE: 1962 N.D.S. edit:.on.
L U M B E R
Max. Overall Seans
#1 Dense So. Pine
Sel. Str. Fir
Gel. Str. Hemlock
#1 Southern Pine
1 Ind. Dour. Fir
15nCf Ind. Hemlock
25'-8"
25' -8"
25 -0
25' -8"
�5, - 8a
25 -8
it
2x4
Top Chord
250
Btm.Chord
#1 E.D. So. Pine
L U M B E R
Max. Overall Spens
#2 K.D. So. Pine
2x4 2x4
Top Chord Btm.Chord
#2 Southern Pine
1200f end. Dou Fir
1200f Ind. Hemlock
NOTE: All webs shall be 2X3 or 2X4
#1 Southern Fine, 1500f Industrial Fir,
or 15COf Industrial Hemlock.
NOTE: Only one Butt Joint A or B
permitted in bottom chord.
u „ 3-8.1
2-1/4"_
1- 5/16 " —
' BUTT JOINT A
5 -8.1
5T - 21
z
Camber 1 /2" at center
Iii 1
BUTT JOINT B
3
4 - 5.4 to 25' - 8"
3 to 22' -8"
3-5. to 20' -8"
2 ° -0" to span /6
NOTE: Hemlock to
a
b
R =1375#
c
FORCE DIAGRAM
3T -10 -
be W.C.
12
Hemlock
R
c
b 565# 282 #
415,' C
a
3
540#
1
38
m
25' -0" Clear span
3 -8.1 to 25' -8"
3 -7.2 to 23' -0"
3 -6.3 to 20' -0"
3 -5. to 17' -u"
Equal areas
DESIGN LOADING
795#T Roof 45 psf
Ceiling 10 psf
Total 55 psf
33 - 1/3% unit
stress increase
•
ed 0
0
7 7 'd
0 e
7
•
ri
rr J
O
H
� C
CD
4
0
r,
■
■
ci
0
0
Phone AC -305
566 -54;1
LIGHT RooFILS
HEA';Y PCCFI". =--1
Asphalt s- Pirg :es
Sheet Metal
Alumiru^`, etc.
Slate, Berrel tile,
Cement Tile,
Terra Cotta, 4tc.
•
Copyright :965
Vikinv, Connectors, Inc.
N' -0" Mex rr . %4 T.. h
12' -0" Mex. fur 2X6 Tcp Chord
-5.4 to 30' -8
5 -6.3 over 30' --.'
(t �� • �
All vertical webs spaced 2' -C" o.c.
5T -21 to 30' -B"
5-6.3 over 30' -8"
t
1 2X4 lateral brace
required when
length of center
vertical member ex-
ceeds 5' -6 ".
5T -21 0 30' -8"
5-6.3 over 30' -8"
VIM MCNEES
l
Gable End
Sheathing Outlobker (Single CH 2' -0" o.c..
254 ;il Soutner Piny 1 i..'.f i- ? w .
(1' -4" mi`r. dim. "8 ") -r 15:11f -lock 16d - nails 5 framing
■ clic - for each outico.er
Din. "8 ".
Di - sion "A "(to
b, equal or larger
n"
3'- 0 "Mex.(Lt.Poofing)
2'- 6 "Me,.(Hvy.Roofing
End Wall --E"
• .-Sheathing
256 51 So. Pine, Cons t Fir, o. Ccnst. Hemlock
Dimension "8"
a 4' -0" rtar.(t t.Rn.flro
Gable End D•:teils UIT
CUTLOOKERS have tse lumber
end plr "a requirements as
Gable Ends _ITHOLT O'T,.CCKERS
(above) except as .Jeta:ied below.
3' -6" Mex.(Hvy.Roofingr
Gnble End -
End Well
NOTE: 8 dlmensioT must eat be
• lnroor teen A dlrahslnn.
Date June 1, 1165
WITHOUT ®UTLOO S
6' -6"
Max.
All
vertical
webs
spaced
2' - 0"
o.c.
4 -5.4
TRUSS SPAN
1 -1/4"
th or furring strips
Dimension "A"-
4' to 6' -�. `/
Lath or furring strips
5-5.4 to 30' -8"
5-6.3 over 30' -8"
All vertical webs
spaced 2' -0" 0.c.
12
Pitch to
match truss
up trusses
D1-. "A" is
over 2' -8 ".
Outloakr`r(single s 2' -0" c.c.)
Neilers bet,..een members
4- Double
Trusses
E�®
E :TAILS
P j. 6/3:
LUMBER
All lumber shall be minimum,
51 Southern Pine, 1500f Industriel
Fir, or 150Cf Industrial Hemlcck.
TOP CHORD shell be 2 54 minimum.
BOTTOM CHORD shell be 2 53 m1n1'n-.
Webs shell on 2 %3 minimum.
PLATES- VIKI%3 Connecter Plet•'s :'r
2C gauge galvanized steel end
applied to both feces of each truss
et each Joint.
1" Nominal sheething or 5/8" ply.cod
(Mex.2' -6 "1 :-
irst truss)
1'- 3 "Me trusses
2' 0.c.
L,,
O.ERHA7.7, LITHO_ OJTLCCKER
(Typical Section)
Heel D2teil /
• /y'/
2' -0" P.c. For Sirglo Outleckers
4' -0" o.c. For Double Outlockers
16d nails 6
framing clip for
each outlookpr
Outicokcr(s)
3 -7.2
5-8.1
3 -7.2
P1etc )/ //
Gable & Truss / ///
TRUSS SPAN
ELEVATIOT Or HEEL
DETAIL WITH CJTLCCPERS
FICATI0% FOR
3 7.2
Lath or
furring strips
Gable End
4(7! 16" 0.c 24" c.
j
1 53 or 1X4 2' -0" o.c. end runrl ..
in the 5859 direction as t'. tru
bottom chords.
Continuous nailer.
ALTERNATE CEILING FRAMI %C
18
UN
.9
�a
0
r-
iy
i• .'
0 Lts
zcz
PA
E
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Owner's Name and Address
Registered Architect and /or Engineer
Name and address of licensed contractor
and legal description of lot to be built on:
Lot Block
Street and Number where work is to be done
State work to be done and purpose of building (by floors)
To be constructed of Kind of foundation.
Estimated Total cost of improvements $
Zone cubage required �D� /
I hereby submit
be sent to
Permit No
Disapproved
(Signed) '
v HQ
iP 4 'g
Building Inspector
Subdivision.
BUILDING INSPECTEON DEPARTMENT
A P F AT O N FOR Ei Li a L D O NI E P E R M 0:
(3�9a Date V-1 f ie2
Date_
Chairman
Member
Member
Council Approved Date
Date
No U Street_
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
Roof Covering
/De o
Amount of Permit
Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
the plans and specifications for said building. All notices with reference to the building and its construction may
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such contractors, on wor to be .erformed under this
permit, as are licensed by Miami Shores Village.
Remarks____ (Signed)
,19
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Read, Sworn to and Subscribed before me.
PLANNING BOARD DATE
Notary Public, State of Florida
My Commission Expires
Member
Member
Member
Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval
the Planning Board.
A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice
materials anui or workmanship.
has been obtained from
for inspection or faulty