844 NE 98 St•
�✓l ?' X I y ';;r t ,✓ %'
i 2
j
7 A-, C G , c/ ci /,./ e •t
J P-
✓ NF
C fr7
e ry
,
fI
I - r
r
..A ✓+a G'.
I ,
/ ✓v f5„')
1
Virg.. ' 1 "
AEV/SIONS
•
7 J
TIT
8v : PATE
•C
O
0
0
O
:/1
ti
W_
to
O
c
o:sari
S>,r .wr�ta't
c - 0.c. .wa
1
/i X /T► d►•.4 • dt.•s L ✓ .
4 /Ape / g .rkse•tJ
/SoeW414r 7
see notes
1/4" - 20 x 4" HHCS Sc NUT -
W/ 1/4" FLAT WASHERS
1/8" WIRE ROPE T 4 48.E
varies from
SIDING PROFILE
STUDS Gt 30 " 0/C MAX.
no scale
5/8" PLYWOOD. W/ EXT. GLUE
FACE GRAIN DIRECT10N
L11 250 psf, see
1
2 "x4" PLATE
to eartl# anchor
1
(Alternate)
SHED ANCHOR DETAL
4 5/8"
?4.4 STLO• a 4i - o.c.
y« - Gaol"- s716..cGo
2' Sis•1R A 17,4>
ax 4./ v
Z r c.cvv
G457 /Is/ Cc>0vC.rare"
notes,
FLOOR PLAN
li
e- 4, e etas2
Z (G• •.or. .ec4"/.4'•e arfrgati±a
-7/ 8" x 1 ALUMINUM
R_OOR FRAMING PLAN
STRIP
11 )
I ' •
1
-- r
Q) I }
0
t
1 .14 )
• .Se to
c. U ro
to 0 r
.r (y
• A .>
x a
A • U
c 0
- '0 ■.
CO w
- S1MPSON 5PI HURRICANE TIE
AT EACH STUD TYPICAL
Install /attach plywood fir. per SFBC
STUDS 0 3o't 0/C MAX.
no scale
BARN STYLE DECORATION
TYP, FOR MIDWESTERNER
MODELS ONLY
S e t - TYP A- ,t•/Ge°
SKID FOUNDATION DETAL
to l
a I
co
( g¢ •4 /.PCRA C7 CA BCE
T� A'L/CN01 � OA/ FAR'
\5/ca- OA' aZo6.
4 .--0A A f/ D. L Q . / - cery4wed
�.Ii. Srr• 4ttaP, n/ tin -.
Stren:th a 4.7S°
2- 2Xc sr/o
Oh
L
o�,
.f 16
ASDHALT •■LE
•
CAULK
s //i - 4x8 x/6 S.ot /Z)
!6x 16 $y , area, see /V•tes
1 x 4 cont
L
ALUM. SIDING-
-1 /2 "o ",J" BOLT OR HEADED STUD 3TyP.
W/ MINIMUM 6" EMBEDMENT, P'1AX• SP• =
CAST -1N CONCRETE ANCHOR
(DET.
• .1 - 2 "a EYE -SOLT
2 - o tilt K1'fK- 301..T OR EQUAL
Iv,' M1NO.'L)111 b" EM
--- --•. -
FABRfCATED EXPANDING WEDGE ANCHOR
(DET. 3)
TIE PLATE TYPICAL
116e Simpson st
. to
use min. 3 -10d
ft. to anchor
fir. joists to
(2) y5 CONT.
2) .S CONT
see note B for details 2 & 3
note x
varies from
for 14' shed,
self nailing t
use hydraulic
truss plates (
rong tie pl. SP1 • '��
conn. stud to bott. pl•,
(min. penetration=11/2") per
the bott. pl for connectin
skids. use t(M'top M 2.6
H4rrl'c4nt Tft •
- C r
X 20 4. Qty. th• Stl- g re4eA;t ll>
6x6 1. 4x1.4 6W,F
6x6 ' 41(1.4 1N'.vF
OLLAR T1E
9" for 6'vide shed to 1' -6"
use Alpine or appv'd. eq.
rust; pl., min. pl «size= 413,
press to install self n•iilinc
typ. 5 pl.).
TYPICAL SECTION
- -2 "X4" STUDS TYPICAL
"- P T. BASE PLATE
NorE
i/2"0 l NC4 -iOR 6OL TS OR E XP.
ANCHOR •4 4' -0" O,'C MAX NO SKD TYPE BULDING
ALUMINUM ROOFING
fi
ALUMINUM ROOFING NOT SHOWN
`fq� •
1 i P. ON F09 NO {-L-
see
note X
Ate L:1tsi tJc1� o �
( Sc" `
P s" )
TYPICAL OVERHANG DETAL
ALL AROUND
(For Comic
7.0►y 7.! •L•047.
4"
EARTH A
� ANCHOR
HOR
(DET.
. 1)
11E PLATE TYPICAL
a '1'"'
a4
co )
$0
END ELEVATION
N. St
.aglow. mom..ti..
I.• -MOW ••.Wax
-aloe.•.- •. .mr.
NM , M4
.r...•.... MI w
•+.1.- me•-•.t.
NOT -
- moos h OOtIL:.a00tt otW.ne
L. 4 . 1 ( 12 1 11' w e% ►rt1►D 4 .t
WC MTtCL) W 11y1'1
-TmiCeCOLTt z teoQ
nsAme ,(Tp[µMeMT QM
- TeieCN SD . T U.OtLe0 .1,21%
W %7 1CM544 4
MAX.
,.41 ll seem 1 •.,1.....M
. t -Or1,1 a,•.I ».I
t)e down erlpin.d dtv. Inc.
--ow•-• ammo Sow* nib
I •••a. MDO - M'$t .1.Atn
Coume.,twr er .TM AMC •
UMINUM SIDING
N TS
alt n .trl
Mt
w•- Z. M.
5i" P ..�
1
u N• -N {+sd SKI
" T• Scm Ia
1♦
' $bun symbolic, see
fir. f plan for size +�
PIONT ELEVATION
for doors
6 windows
see note%
1
2 "x4 PLATE
2)(4 tYp.
Omro sg 4i.ors for IL ' T1 14 wile only
II • 41 I, 11 Wld
lo' 1' ,d 1+ 14 ' u
Se*loob iLEv. all adai't. Jets.
41 Notes .
4v...o t doors sk.11 ba #►e one appvl
C.•40$ toughy Prod c.. t C otntro t
c . All Moors to ire I wa t., l l a.d i n
RONT ELEV.' only, 4 is is not •
4 brr. mitt
1 4
as • ptn.s. -mar
" r. AI
GOM•nn ttwa _
MeleMIPMS
=MOM*
M� la.
t/• 1m!
R.tvised 13 Z4 -1'2
2 -2 -
16 Nov. ,
i N
$TAuttUAAL NOTu
:Moo - - Soil tiowa Mw bees dosign*d for • m•ximos soil bearing pressure
• g
tl-n.
T (c }t► 1s •/• M..i ts4 Proct•r
A t tousdetions es gloms well competed till trim from Qrjisalo
ter or may other d.let.riot.e materiel.
Store,* net to succeed se rsr (Pest storeys cmrmclty'IA tae
sheds).
Hoot live load 20 PST.
C Mind 24 PST increased by epprepri•t• shape facto
A 1 wood construction shall comply with Chapter
T •rich •1+ildiag Coda. including plywood floor.
hangers sw0 testewers shall H this• .,proved by
uct Cootrel Section.
pret.brio.ted items such as doors, double Creech
stud gore,* doors shall be (begs approved by Dodo
Cortrol Sorties.
Gap I spa doers are for v*ecilation, ate. oely.
Those sheds are sot to b* used ter care.
toll virago doors is end malls ably.
• ( VX 1 g u 4 6.9. tr•wk
•
Ali Lomb*: to be 02 [D. sYP or equal. O.M.
rs.
2$ ot the south
the- Dad. Co1►Aty
doors. windows.
County Product
( • . r
bans to be used for storage sway and not for habitsti•e.
t •'aian 1.e ♦ -raw er . -.-
A f
-'ir : :-u. --..w
O + $6 ,t i slustnvo escrows for ell cossactioos between siding /rsot-
1 end the shod trams. spscisg •m tollewst
>�
$
Slot - Periphorel - embers 2 -1/2' c/o
t - Interior -ambers 5' c/o
lag - All •reu*d s' c/o except bottom. 2- c/o
aiding /rooting to be et aluminum 3004 alloy cootoraing to
O1. 32.000 Par miwimt•m yield strength.
£, m siding thick*•ss - 0.01f per monutecturer.
�
deas 2 x d PT
c t et door)
• anchoring
t Cs
sSding or rooting se shown is symbolic since either lop or
c4rrvgat.4. 2 -1/2 a 1/2. style can be used provided the some 1s
lnstslled is strict •ccordswce with manufacturer's reooemendstiews
including the spacing requirsmeats ot the treeing.
ItIr•T l $c )LZ I- 2 X 4 M PA,a MAX. iPl►C2t+G ::
X•
. -e. i`---Ii.: 2 r
• -0• us• 1- 2 s G or 2
1• -0• use 2 2 a t or 1
1 . -0 1'- l' For 2 - 2 s
P.:1' 2• For 12 a i
f FOr 2 - g a s
•- ror 1- 2 x$
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATE ",Q �' 19 T.5
BY
PROD JIC T CONTROL CIVI;,iON
EU1LDING C:;D.i COMPLIANCE OFF.CE
QQCEPTANCE NO.
'92
sole plate all *round. Centlwvity of solo plots
lust be .soured with adequate structural splio..
details s•• his drawing.
`; i"-
tier •1 t`. t ,. a '.: .rr' . v lv, Y�' �i'�'IM�4..•'�%� .,/
$' Q2 0506.8
TED'S 51-4EDS
C3G■ITA 61946, Ft.
STORAGE f3ARSI
n
2 a 6
DRA.11.N
LaTM
(sta-
tor
4,.". t• �.s .•
l -
3-5 -93
, Ao
LI
4 .:11I■,
• -
' - s / I
...(_. ,- ..• .0 _ 21: r.47S77A/4.
z ,
t 1 .
, 1 —
A/Z 7 •
/
t- — —
h
/4 //
I/07Z ;
.4700/4 A‘
V/
lt/6= .4/4 sz.Ae a -4;0:77/416-
ti1e •F •
/: 7: S < • e a 7 98 SZ /
. ss
'1/971
1
a
4 . ?
4
i
i 1
i . 1
4 I
; t
• e A
9
' -
r 1
C"/
aiorni cfliores
L 0 31D A
• N
COPY
I . 9'
_At
',;g • " ?* " - ; °
4
--•
,
---•--- :---g--- ;• -• • • . - c . ' ''‘' .
\ 'N \ , '
„ .
\ \\ \ ,,.
\ NI N
4
N,T _ THIS sft4ce711E wL WITI Alo ?R — LI0) Nem
ROOF SPANS AND COLUMN SPACING
4' PUP LOAD7W0 Di ALL DIRECTIONS. LNCLUD DPLIIS
1.00"
Roo,
marmot) UL2MN
M!)
REQUIRED SECTION A -A
COLUMN SPACING
B 1 B
n
- WITHOUT
"I" BEAM
WITH
"I" BEAM
. H TABLE
Co • � �
FIx1'D- r
COLLi1DIs
.-=.-
-
' ��'
9 0"
1, II
61 j"
61 6"
CM?
10 O"
III
LI
5 9"
6, 3 "
11 0"
5, 6"
6 , j•
F
nV,
--
PANEL
"I" BEAM
5
a ll
O
' °"
IV
' °"
61 °" '
151 0"
IV
4' 9 "
6t °"
IR!
1. ROMAN NUMERAL DESIGNATES ICH SECTION A..) TO USE
2. I" REAM MAY BE SUBSTITUTED FOR 2" HOOP BEAM AT
24" CO WITHOUT AFFECTING ALLOWABLE SPANS.
3. I" BEAM TO BE USED WITH 2" ROOF BEAM.
re
° r
A
A
CLEAT & 'T' BEAM
-,=_T
DETAIL
,r - - - --
-. .-..=-
"
j
L
III
B TYPICAL
mom NOTES
THIS PATIO HOOP WAS DESIGNED IN ACCORDANCE WITH THE
SOUTH FLORIDA BUILDING CODE AND WITH QUALITY CONTROL
P °LLCY NUMBER TRR7 DATED JULY 15 1965 0P THE
METROPOLITAN DADE COUNTY BUILDING AND 20112116 DEPT.
DESIGN CRITER A t
LOAD/NO; DESIGN . 50 PSP, TEST . . . 60 PEP
DEFLECTION! PRIMARY MEMBERS . . . . . I„/180
SECONDARY MEMBERS
SECONDARY FROM TEST LOAD . 804,
COLU M791 L/R NOT (MATER THAN 200
FASTENERS: shammy FACTOR.EQUAL.3.MIRIMUM
ALLOY OP COMPONENTS!
ROOF PAWMO.4 I • .5105 -N14
•
ROOF BEAMS, FASCIA WHEN USED AS A
CARRY BEAM, CARRY BEAM, "I" BEAM . . 6065 -T6
COLUMNS, HEADER, VALENCE, ANGLE,
FASCIA WREN NOT USED AS A CARRY
BEAM . • . . . 606j1P�
ALUMINUM BOLTS, SCREWS. ECT 02j1 -1y�
MLQINOM MECHANICAL PROPERTIES OP THE ALLOYS
ASS BE ON HANDBOE ACCORDANCE WITH TAE ALUMINUM
ASSOCIATION AANDBOOE.
STEEL SHALL BE IN ACCORDANCE WITH AISC SPECIFICATIONS
PC7R AETM DESI6. 1
CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH
°F 2.500 PSI ®28 DAYS.
SOIL CEDER SLAB SHALL BE PE OP ORGANIC NATTER AND
?me
HAVE A MINIMUM BEARING VALUE OP 1000 P3F.
a A COMMERCIAL TOLERANCE OF .006" OW ALL EXTRUSIONS
.055" AND THICKER. LessEn THICKNESSES ARE MnrIM.
PITCH OF ROOF SHALL BE }" PER 2001, MINIMOML 1 ON 10
MAXI M.
FASCIA SHALL NOT HE SPLICED WREN USED AS A CARRY BEAM
SUN CONTROL INDUSTRIES INC. PRINTS ARE VALID ONLY
2202 TREY CORRESPOND TO AN ORIGINAL APPROVED SST ON
FILE WITH THE BUILDING DEPARTMENT WHICH BEAR THE
MT
SIGNATUR E ENGINEER OVER HIS IM 4128320 SEAL.
SHALL BE DETERMINED THAT TEE FJQSTIN6 STRUCTURE
CAN SAFELY SUPPORT THE LOADS IMPOSED BY THIS PATIO,
ROOK
ISOLATED FOOTINGS SHALL BE A CUBE 27" ON AN EDGE, IP
THE ROOF IS FREE STANDING. THE COLUMN MUST BE STEEL
AND INSTALLED IN ACCORDANCE WITH THE ALTERNATE FOOTIN
DETAIL EXCEPT THAT THE #3 BAR MULL!, BE 12" LONG AND
LOCATED A MINIMUM OP 18 BELOW THE SURFACE OF THE
FOOTING. IF TEE ROOF IS ATTACHED TO AN EXISTING HU • ..
FOR COWER SPACING SEE SCMOMOLE
-
� I_ - - FRONT ELEVATION
It
II
ROLLED CLEAT ( -3" ROOF BEAM
PLAN
STAR "LOXIN" #
( }" X 1 }") 012
B
ROOF REAM
VIEW
615-3
C.C. 2-
PER
OR "POP" RI
...____211_0" .
I
- -_ -
#10 X SMS
, \ - -,
I
/ ��
` ' / i
t / L I L�
•
•;'_
•
•
2 - }" BOLTS
/ PER PANEL
I
j/4"
BEAM
\. 2 - #14 z "
SMS OR "PO
y\ -.- RIVETS EA. SIDE
p�
" BEAM ernate
Alt I
(IF USED)
— � CARRY BEAM B
C " ROOF
2 " 2 "X 2 "X 2 "X " 2 -
BEAM PANEL
_ _
2" Q. coLLIMN�
"
1./8" ALUDIINUM
•
�f=
TRRUBOLTS lr - ANGLE EACH S IDE
l
ALT CARRY
BEAM o
2 - }^ THRUBOLT9
_ _ ._.... __ - - /. . -
/ /
�p / s �� �'`
-- - JJJ
# 8 SMS
- .. -12" C.C. \
Alternate 11
SEE NOTE 2. IN
OR .110" STEEL I L CARRY BEAM
• L
2 .. j/8 ,I-'r 1" 949. PIPES
THRUBOLTS (SORE. 40) ALUMINUM
OR STEEL
11' STANDARD PIPE:
(SCIfD. 40) ALIIMINlIM
OR STEED
_
- �
- l
J . t
ALTERNATE
- p
I #10 X �
SMS @ 1 / C.C. 1
5/16" DZAM_
ALUMINIUM ROD
-- FLASHING SPANS SCREDOLE \\ \ ROOF
(MIN. EMIe,j,JS) - ROOF BEAM 2 "ROOF BEAM J
, /
we
L - " - "-- i ��� % �� %�
2 "X 2 "X 2"X 1/8 "
ADJ U is BLE
17.0R 17.0R THIS
4N_MTAI,RAL.L8. Alternate III
COLUMN
- STEEL
ANGLE EACH 3IDE
STAR "LOXIIN"
#3625 - 2 3/ q
EACH SIDE
2 - 3 �"
2H 3 /8"
#j BA-STEEL OOL12! (REQUIRED)
6" LONG ALTERNATE
3" ROOF HEAM
MIA543
HEADER
--
-
,4 375 1 -
_ _ - - — -
—
t _
`
.0�2
-
I I_ / 4
NOTE: FOR USE IN BGYFTON ::EACH
F0IDG SHALL 2E 8" X 16"
0T
WITH 2 #4 BARS. A
BP
SECTION B B
8 - • -
STEEL COLUMN MUST
WITH THIS
r
� n
- ^ • _
F 41 - _ /' i • Y/ i .
f
r
• - _ - _ .
• USED Alt ern2te ,. nE •'
,
f- i . . - � , ! ' _
ALTERNATE • . - . 5
FOOTING ROOF PANE E C T I O N li`t A
,
-- "' "
I___?.qo
F,�.6o. 2•50' J, .. 1. ". /A/
SUN CONTROL
INDUSTRIES, 1 N C.
FORT LAUDERDALE FLORIDA
"5 7 I i
T— 4- - -2.25
-
. 050 o 063_
-,—,— —
I o. •0 050
.r
$ 1
�. 1,122 _' �. _:> - : z
ot•G
10
___ . 055 - '
"_,
_ _
t1-
r = -_ �''
r
-+OS°
`I
l
.tf
.055"
■ m8 /£ t
•
■OS•t
050
-
•35
, •.„.•
.. ,,.
. 8
CARR SMITH & ASSOCIATES
CONSULTING ENGINEERS
MIAMI •1.OR1DA '
1--
u .np
TIP
• � 1ttt-'''yyyy I
I A
1
8
• 115 3.
I
, t-
-
1
•^ )
171
.089
, •3/661on.w.. DS Ion.w.. DS I««aI .. . 1 .. NO
" r 1 u w w
CONTRACTOR SHALL VERIFY ALL OONOINO.M
•.1c N•"OR• "ROURwwo RmA. WORN
65140 ( Ot
-.l_ _ - -1_
t f
2000 I t„�.8o 2.34 ,,2]I1j.12t„7, - . �.....I .35 T
_'1
gArIM VALENCE F/3CIA "I' BEAM 2" ROC+ BRAN H
NOVA „
•
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•
4.."4/2 41/, s sL.0
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4.;
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41.
7/4 el°
• `- •
•
TIN " / 2- IrC7 - 2 7 4' •v i7
7: 5 41/
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- ; 1.&*•;.,
)It •.•■ . 7-11
r-9.13iAtlitmr. -
rev. A' r..fsirce.r; r
z rrel!
kocAes
. • •
///77.-
••••.- .Me‘t •••••■••• Ave f• Ye' ••. • •4