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10)
NDAMV
FND
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G!i
0_
0
0.4L
� 1 rt2��1
�d off- '-- O (0 OO
GorrBr
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- 7 00
7
a — I , ✓
tl
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_.�. IZ.
17,3
'2.1
1,1
2z Rrt-4=0.20-y — \
— BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE
— ELEVATIONS WHEN SHOWN ARE REFERRED TO N • C ,'1. f
11 SCALE: 1" ='�U
Pt-
■2.4
t3 -¢
7 tJ) �d : ; • �/
?2 Pav�rnent
2.
PROPERTY ADD 127 E �� } � �I SEE 1 MIAMI �F10RE.S FL_
LEGAL DESCRIPTION
LOT VI A J t2 r /2. o f Lor 2C) BLOCK I 2')
SUBDIVISION • AN AM F_NDED PLAT OF M l tM 1 61-kc?aS SEGTI( 3 1 1
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT: PACF l 0
OF THE PUBLIC RECORDS OF DAD E- COUNTY, FLORIDA
CERTIFIED TO:
411
v t 4
!!1
1
�J I, .
l3
1
2
tl
I$
aonfilhI a Anociateo, haco
LOCATION SKETCH SCALE: 1" = 200
THE NATIONAL FLOOD INSURANCE RATE MA? DATED C3 . U21911- PU9LISh'ED BY THE FEDERAL EME.RSENCY I.IA.vACEVENT AGENCY DELLNEATES
THE HEREIN DESCRIBED LAND TO BE SITUATED WITHIN ZONE X CCU.uUNI Y NO (?(-:" S O 1 3 SUFFIX f _
WE HEREBY CERTIFY: Thct the cttcched BOUNDARY SUR'tY of the obc a described property is true and correct to the test of
Our kncw'edge and belief cs recency surveyed under our direction, eso thct there ere no cbcve ground enuocchrrents unless
shorn, and meets the m;nirnum technicol stcnderds set forth ty the FLORIDA BOARD CF LAND SURVEYORS. Pursucnt to Section
472.027 F'—A. StctJtes ord Chopter 21H —H5 of Flordc Admlr :strut: e Code. E.orn;notion of the obstruct of tb'e rill hc to be
mode to determire recorded instruments, if cry, affecting the propert Locotlon and ident:Fcction of utllltes end /or od,ccent
to the property *ere not secured Cs such information wcs not requested. Ownership is subject to opinion of title,
Registered Land Surveyor, State of Florida
9360 S.W. 72nd STREET, Suite 265
Miami, Florida 33173 (305) 598 -8383 FAX: 598 -0023
CATE:
JUAN J. BONFICj
PROFESSiONAL. LIN D E'JRV' OR NO. 3173
STATE Of FLORIDA
X34
REVISION:
REVISION
CLIENT:
ORDER NO. 14 -- I 0
7
0
F [ ) i
H
a
1 1 11 11 1 11 11 11 I 11 11
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IL GCO INC.
TILLIT TESTING & ENGINEERING COMPANY
6565 5* M ii 6:.,i• 717 Wm, 0133166
II.o.46 ()DS) 611 1530. fax (305) 571 1531
- %7 l 7 sTx
REV No
2
OESONFTION
DATE
I el
REV No
3
4
DESCRPTiON
DATE
K i 4 * . / fo
43 /ffrn
- -- 4?-285
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TILII TESTING Z ENGINEERING COMPANY
6525 N W 36T• St S.+b 117 304.114.71 3.3,64
Pto,. (305) S71 '5304 N. 13031 671 1311
wN,- Kip, ;trl
I/f L: Cod ,eer c Td
REV No
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CESCREMCN
DATE REV NO
3
•
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DATE
e/..Vf4
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202
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5 'MPOLER OR M0131L_14 IIOME: .
u E E: 411 wr t-.L Go N S•mu c - LION -
TOP of 5_
K
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202 f?-Al
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5 rA N l _ tr P 1 .i�
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514- T hey L 5
SEE_�EcrjoN e
1� L VAT I O N
1,10 rJ %- 0 41.6 u LA•T ION 5 Ins'(
t2ts¢tt1 FDR.- SNCLO5Ft7 Rows.
i
- ,.ToP 2 t - _ __ _ -_
FIN. 4R./ - I - " ` - -
♦-
ELV:- VATIO MOt5uLAP. ROOM
ALTERNATIVE CONSTRUCTION METHOD To PROVIDE I5 TV1ERMAL BARPtER:-
INSTALL 'h.' GYPSUM iloARD AT Joe SITE To ME - TAL FuRRINC CHANNELS SPACED I<o'
FA5Ttrti FURRING w /Yk: POP RIVETS ? AND GYP DD w /DRYWALL S GREW5 62 -11° /`•
Z"
cr,___._„7„5______e_
.
.064
Lt
eU►LVIN LEA16 qt _v_ntzte 5
ROOF F ) L A N
2o2rI0t Oil
)x2
LEVA "TIUN
G
COL
?Et TA - L.rG
11
11
II
k- 1
WALL Pk
SEE_ GE J L. NOTE 5.
C2.
2X3
093
'' .1L5
- -,-
2 ,
3
2x2
3x3
1 C. 5UP PORT
if, � ,1,
0
L
XTRUSIONS
......_.�,.....- -
.125
i1
YAT S
-- -ADD t: 0.1A MULL AT EDGg
OF WINDOW DOOR P?WtL6
rt
PLa1 Et.
/ AREA SNAIL 0E -
oP2NAOLE
J
4
S"
-
4x2,_
G - X 2.
.
1.15
2 .03 0 1'2
_ T
-r
I 4 1 ).1. 0 Tt4l..34
-- ---
SCREE: A.1 ROOM
NoTc.
wtNaows TO BE
PRODUCT APPRavED
NOTE:- W1N0.0WS 1U
NAVE AN AREA torus
- MAN ys FLOOR ARtA .
NO LESS TNI\N Yt Cf
THE REQUIRE-0 VVUNCON
3x2
CLEAT oN6
--T _ ,
(1) .
•e
-a-Lac
SE CT ION A -
3
:::__=-,___-_.:-_-4.-_-]f l_GI Ji
R ;cLATs:.o fTi
G A R PO RT/PA"r 10
1
i t
FA5�1_
t4T 1 4102_AIN got-S.
/ AT LACk
ON /F.7 tAIK).
102
otJ G R))DE __
f
tt3x
r T tF3
; „
• D
sr:c.roNa
510E VItv.V
510E VI EVE!
$IDEVIEw
3"
Cw ,,, tw t.f
5A .070 .125
5b .010.160
5C .125 .250
r t15
spiv.
Y41 , TRIt.U-bol:t w/I ' wA5IIER
SE_E. ROOF PL N FOR SPNC11NG.
207
oR � 2
ADD 102u
v.' HEN Co U►✓w
SPACIr14 5'O'
242 5M• 101
1
APPROVED ASCOMPL PING WITH THE
SOUTH FLORIDA BUILDING CODE
DATE ,_lf /N. 11 )- 19 X13
BY j /�!� s L'�7 s�-� c
PR UCT CONTROL DIVISION
BUILDING up,: COMPLIANCE OFF..
AC.:EPTANCE NO. B m"¢,
J
GORE
SE. C T_I O N C
4 413 SM2
o
r
�• ,
- lo PIl `1'45
t
- 114 "kLAYIr
xt 1_ 2 { 2x_!'8
C OLU M t i...4
1�BLE
S ECTION G
P / 4- 4 ( ) O: LT. SAME AS SEC. C
1 1vT E,S e G' °
SPACE 1' 3 621 I5AL
r=RoM � GoL.
RRYBEAM
SEE TA15LE t
PLATE 4 x3/8_ON
4x X C.
(,oc - TG
ADHESIVE 0.oNDED
1NTEAkFACE5
(
COLUMN 1 _,, , - 3'
5cE - tAetf. 6 1 -*-._ ._ --
`Ec _...
_ U4 , BOLTs i .u V
_
1 (6Tvicitio - cm , UW
- •710-
• • •,•.. •
1,,AG
VT et‘
SECTION .1 5ECT10N K
COAT STUb-OVl
�L ASPHAL.'t
ci
SECTION D
ate
- ` --- • - - -Li 1 --
- - -1- = L =
ROOF PANEL
TUB
It
OJ' f 1O NAL _ A _ j
tj
1 SOLA'TEV P0OM
t ---
*10 PF1, 11-1D 5
5EL TABLE 3
I:
kI'l li 4 -J
411-14 TEKS
5 Yt.R. PANtr.l. 1 T 4 b
•
(4) /$ ''TKRUBOLTS
(t)VB -IGx 1}57AR
TAM P11.1 402.5
o0. EgUAt..
L4 x3 x.o5G
-t -,..-
ti
E TION P'
2.:r
OKIL
. _
SEALANT
.
HEADER. GF.E
1101E5 112 ABOUT'
,ECT IoH E
4I. OLT. SAME /6 5 c. C
-
SUM,
TN AU D CLTS
a CoLU ' ,1
1
I. HEADER CHANNEL,.0V1,'M1N, E,y(tP-USIOI,1 dR BREAKJORM,
I o p .
2, IIE0EK ANGL-.s 1 y8 TOP # DotToM,
x01.4" AND OYER PANELS. AtActU00.S
As Su4uh3 IN SECTION E .
SEGTSO,J H
•
I -- --V- -- - r -
'..s �- - ; :
CONCRETE:
S ECTION L
xtt MAW
CARRY 3'.4
fKIS
4x3Xt i_.___•
_olt 4x2)( 6
COLUMN
5E 1. TABLE. G�
2.)t,i V244
4
( 3 3 A id x 3
/-
T LAUN DER
. gNGIFJEEK S CE Ihic Tto1J
(To the best of my icncto kdge,
Iheplans and speclficotiona
comply witho Ilcoble
minimum but mg (odes)
1 / /z
ai i3 s s #o t'a o1' XTi 14
•Thl5 print isvolidonly when
seol of t; • ineer
isim. as doversignature.
1
4
Ent TIE 1:5EhM , oR
t3E�R1F:G VASor -I LY ES LOC
r ,
2"
1
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• 4 • • k• •
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• •
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IG'' sooTING1
5ECTION R
S1 # 4 POOTIFT? tETAll.
!~4. rico4ER.Ai.. NO'M 'I- -
tir
•
' T3 E:xTR
TO TAbt 5110
},I O•
cksic.R.TFOt4 DM 1Y
REVISIONS
ADDED A' = A `O'
• PIN • •■••■•••• •
ROO PA1N1EI....
• :.J-.
•
a•
• .
It , .4 •1
1r
•
COMPACTED Soli..
_
DEL. G - LN`L. tJOTE.
2 COUY•
NOTg 5
TABU_
°G '.
O 3 RIVET
WALL FRE i . F'►.Y w b
?A EL -IN TER J0(--
ALTERNATE SECTION I
lit bOLTS , 3AML__,ks SECTICEJ C
•-■
Y ti YPS UM
t,E. E u E . ryoY "
CAP. Twit/
EXTRUSION
•
f
r
GYP. B't
SEE G EN. NOTE:
412TEKS@G'
SEALANT
5Q12
f .' 'AS LA.
- A2D 2 "D 1.- AYERx30"W1DEOMARRIG WAL1. oN4
i t,I,IHiTPA TO' MOOR 31RUC1URES
OttOUP •1 omvArci, IH ROOIT
'AND WAILS PANELS 0? CARPORTS,
CANOPY, UTILITY SHEDS (SYDC 2303,8)
UP .P 12 -FT. SPARS • t Jk.. "'1 • .
APPROVING AGILAGY /sMT Ot' APPP.ovA.
PANEL
Typo
18' I
Core
w -
LLp1t4.j r : -
TABLE 1-CLEAR SPAN I,ENGTI -1 L(iN 13,INDING
UN1 FORM LOAD w /' F (POUNDS PLR 5.1. -•
_ 2 0 _ Aj 30(�[ 20 3 0 _ 40 20 ] 30 1 iv ] 30'
1 3 0 12 0` i' 40 i ' 'Y , , 12 1 3 0 10 4 1- 9 -T- 3 4 11 9 3'
11 11 it t• 3
} , , . 12'1/ 11'' Io'3'
4'•9
1
14 '
IG
16'
z o '
428
480
533
1 1
O 13 P 1-Y1 11-i_11 --
(` YI
SAN E L TYPE S
1 PANELS ARE SANOVI/ICNES IN WN1C1 LINMIAtM (PLIES) ARE ,O�VDC.D
Yti'ITI --1 STRUCTURAL Gf2ADe ADI1ESIVE.. \
2. F ACIri :.032" ALUMINUM ALLOY 3105 -N154 . • fy 18. }CSt • MK. At_so �c0 - 1(IG .
CO BAC RE ING r /g' OJ_.Y K Y rZE 1InRt O P-.D . r
Nfr E:PS�. DEN511Y;- W
ROOF, 2.o'cFi Al_L 1.5 ?GF.
3. TABULAR VALUE_5:.SPAN5 LEFT OF N E
EAW LIN ARE. LIMIT4 BY rAc1 G COAPRE5-
51O1J STRESS Pa d C•KSI SPANS ARE. BASED ON LIVE LOPD PI-05 DEAD L. 1D - foal.
5PANS Rt6 i1 N LINES ARE LIMITED 6 LIVE LOAD DErLECTIOIJ.
4. 51-JJ1J is COtJ51pr .E.V A LNE L.oAD. SEE LOCAL SLDC, WO FOR, VALUE 5.
4. V.44 cm A Tt•tER�1AL bARRIER IS REQUIR .D, ADD t 6 (PSUM WALL. RO TO TYPES'O' 4'HI
Pt% i LS SUe T ITUTL G ?S ?4 Ofi; i 08 0 1 r ti ' N 2' P ( O I EI, I NTE z Io 2 aID oNl_ .
Y
*TA 2, - CAP. Y S EAM S L g
'-•?OF SP AN L 131: A M P SI ( Go $ --T� ALLOY, u.o.N.)
2 id. 693 Z$L tL5 502 'Sx 4 0Z 4x1. 5x2 Got 7 (rM 7�(5t3 7 tSC�
- 2. - - -`1L� _fi ' • T>r r r `' ) d ~7 ,Q r- T iswrirrili,27,ir_r_v
s - - - -__ t.t. 0 f' ' MX4 • SPAS Y 3 �1; o
- 1.3 b
_2Q t.Lgt'.OPSF:IIJCREA61 SPAN rf 201(,,
REMARK % TABLE 'L VALVMS ARE DASS.D ON LW. LOAF L- O. 95r.
- T i tor o
(2.) IN SI ALL INTO SOUND Lc:AD-BEARING I) OM
J (MOAN eXPANISION DOLT. EXPAND-EU, NO. 5II-S )445 2 £PAcep
COWCRETE
CF
2 18
315
2260 .C4
BUILDING TYPE
scRei:w 1:100h4
RODUCT, APPROVAL IlUINAVK
T ?RADIX MEET THS.P.Equirk.EMENT ,S or THE
500114 FI.A.miuy? CODE ) 68 EDITION •
9.
11.
rd boo rci
Core
CF LBS CY CF
3000 . IL 50
0.44
42 Gitid.oi 2.9.
ELITE PANEL
CURCI DRIVE
MNSI ER
SCRESNROMatToRT
INSULATED_ inthieL
Consuliin Engineer.
1
924
5130 1.4-4
ISOLATED FOOTING • TYPaS
40
to it
e•-•
3, EXTRUS1oNS Tip i‘1,4ummUm ALLOY 606-1 .
5. 11.4c. Eps coRE (FOAM PLASTV USED 114 MODULAR (ENCLOSED) WiLDIt-465
I. ROOF LIVE LOAD4.L! Qn11.
WALL: L So
RO0F: I./A6c• CAR po 0 ovi BLD4
PRODUCTS INC.
R-r2. R-32 ROOF
A 143 $48
r
•
x
C.
JEOLT , 1
@, I 11 C2 . Q j (t :ic u\ A I %Z it- c -•
a C . I3\
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-- _�.'. --,.... _ ..•
PLA N
• SECTION A - A
k
k) IZJ'
A- GoJC. S • �
(./ X4 x IoXI(.2
SECTION
•
j , I- . Ir.
CAL. nrAG 14(. &dl.. 4 5PAGI•
5 4 nt.t. L . r
. to •‘s aAt-4-+
4 1-2,1z11
PA
I '" "S _ r1 N 4 Co
x 3 . - 1Ar? .O be/Y.\
3"
1 2.-x 7� X • oc42
C he .4'4/4
ALIJA\ a3 z" kl4k
riA Iu51DE Oe.pUf
-3 /E) 1 eO-
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aip
Iv
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N.T. S
O
N.T. 8.
dithlte-
gr 9
Z I c,
c;Ne.gitroit
t,
91;0,4 -
I _;
I& ( I
°oil NCI
z it s
1
FASCIA -
ROOF' PAIN
PERSPECTIVE
PAN OROJECT19N
COLUMN SPACING
Z-x-� S[11P
t -
11
16
...GLOW( BEAM a .
CQ1 <l�
•
V ) II
g l IO II
2 x 4 woo' rlr/•
SCHEDULE
.0t2
•
COLUMN
N
(n
Ip -
-CO
I �I
2 4
7RAILEIR CONNECTION N.T.S.
i (FORT LAUDERDALE ONLY
rJ
GUTTER
1
N.T S
•
I I 1 - 1E -"
p
to
N
A‘/ J' 2 – Z x4 N 01 \v /1}- L el
"JC'TLG\\/5 X 2-1/4" L011(j 12- O ►C •
Rc�f PAN W/ 1/4I12"' Hirt• 4L4apE
— L.
HEADER
•
INSERT
3005 -Ffi3+-
•
2 "X2" BEAM /
COLUMN
I SOL,A TED FOOTING
SCHEDUL E
ROOF AREA /
COLUMN
22.2
30, 2
37 .8
GENERAL NOTES
1
--- 6 17 0 1 x3'-dk ti f-Ny.
3
3
• v
• d 1 I ° [J
1 LC-
ISOLATED FOOTING
1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH
1. THE SOUTH FLORIDA BUILDING CODE ) 1988 EDITION
2. CONCRETE TO DEVELOP 2500 PSI COMPRESSIVE STRESS AT 28 DAYS.
3. REINFORCING STEEL SHALL BE A 615 GRADE 40 DEFORMED BARS.
4. Nis STRUCTURE SHALL BE 75% OR MORE OPEN.
5. IT SHALL BE THE RESPONSIBILITY OF THE PERMIT HOLDER TO
VERIFY D LOADS.
ADEQUACY OF EXISTING BUILDING TO SUSTAIN NEW SUPER-
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE BEFORE
PROCEEDING WITH WORK.
THE MANUFACTURERS SHALL BE RESPONSIBLE TO USE ALL ALLOYS
AND HEAT TREATMENT AS PER SPECIFICATIONS.
8. ANCHORS TO CONCRETE, CONCRETE BLOCK, AND WOOD SHALL BE
3/16" x 1 1/4" DIAMOND HAMMER DRIVE NAILS, ACKERMAN JOHNSON
1/4" X 20, 4 WING TOGGLE, AND #10 x 1 1/2" WOOD SCREW
RESPECTIVELY OR EQUAL.
9. UNLESS OTHERWISE NOTED, ALL ALUMINUM SHEET AND EXTRUSIONS
SHALL BE 3003 -N14 AND 6063 -T6 RESPECTIVELY., SCREWS AND
BOLTS SHALL BE 2024-T4 OR StAINLESS STEEL
10. THE PRESUMPTIVE SOIL BEARING CAPACITY IS 2500 P.S.F. SHOULD
OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER
SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK.
11. ALL PATIO & SCREEN ROOMS MUST MEET ALL THE REQUIREMENTS OF THE
SOUTH FLORIDA BLDG. CODE. 1988 EDITION.
APPROVED AS COMPLY1NGWI"TII THE
SOUTH FLORIDA BUILDING CODE
DATE , •r. 19
1 01* 1
BY
moo r CON rRCI. UIVISIO
BUILDING CODE COMPLIANCE OFF.CE
ACCEPTANCE N0. �J .c:
ROOTING REINFORCING
SIZE
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■ 6063 -T6 ALUMINUM ALLOY.
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6063 -T6 ALUMINUM ALLOY,
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.* MAXIMUM COLUMN SPACING SHALL BE 8' -0" O.C. WHEN SCREEN WALL IS USED
* -AO 13 , PIPE COLUMN TO BE USED FOR OPEN STRUCTURES ONLY (i.e. NO SCREEN WALLS)
2" X 3" SNAP COLUMN
6063 -T6 ALUMINUM ALLOY
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A.S.r.M. A -53. TYPE E DESIGNATION, GALVANIZED STEEL
1" X 2" CHANNEL
6063 -T6 ALUMINUM ALLOY
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DESCRIPTION
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BEAM MACE DETAIL
AT EACH PURLIN
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COMPONENT MEMBERS
FAA CONNECTION DETAILS'
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FACIA CONNECTION DETAIL
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3. AL. BEANS AND cot.a.s SMALL )1 A A.R. OF .065' TH1C4 WITH
TOLERAKE AS PEA ALLIMINwl ASSOC. LOASTw,CTI"AR .RAA-AL.
Asurl....ss cuilksAft., zon.iss, Scrslus RAIL, H011i FACIA PLATE, CORA
CDELPS•11 AAD 100 PERINIETER MM. PALI. At a owl. THICI 11111
NO MINUS sciusAKE,
3. As._ zlz-csen FASTENERS SHALL SE Ka-MAGNETIC STAINLESS STEEL CA
AL.A. EXCEPT cull KAN.:VANE FASTENERS WHICH NAY 21 NCT-IIIPPED
tAlv. STEEL.
6. kL PtAIONAY AM DEVICE! 5 u ? tvt
METALLIC CCASTR•CTION GA MALE OF vIA$111P.Y.C. PLASTIC - 41 AARAIAL
APFPICYtIl DL RAS I L I TY.
bOLT AND SCR( N FASTENINGS ThRU AM OREM SELTILM OF EXTRLS;CA INTO
FASCIA OR SLAJI NEST HA A HEAD DIANETEA OF B/N CA USE A NASHER
TEND AN
70 BES OR STRuTS AITH FASTEINEFS OTHER
7LL 3I
B. CO
ThAN INTEAIOR SCRENS.
T. 6063 ALum1mu4 ALLOY BEANS NILL BEAR EXTRoD. IDENTIF/CATION
mARK STAMPED OSE FOOT FRom EACH ENO OF BEAA. FOLLONING ARE
APPROvED AARS: 3Cm 5063 M A163
10. IN ADDITION TO BEAM BEARING COLumftS, CLIP ANGLES ARE REQUIRED GAJ
SIDE coLur.as a 18 c AAA.
II. SLAM AND FOOTINGS 1Y OTHERS ..NLESS OTHERWISE NOTED.
12. LATCHES ON DOORS OF :OCRS OF SAImmING 1^X ENCLOSURES S M
Azov( ThRESHOLD AND SHALL sz SELF-LATCHING AND SELF-LOCKINS TYPE.
11. ALLAIMUA STRAPS ssE 6053 ATTACHED TO BEAM WITH 613-S
2 a EACH END OF STRAP.
14. AINIALA LENGTH Of STRAPS AND INSERTS TO SE 5(.1 DAA LEVI SPAA AND
PLACED 14 CEATEA OF SPAA.( 611Hoi A)
PERIAATER %EMMA 'A TO SE ADDITIONALLY FASTENED W12-110 SA.S,
EACH PANEL. PERIMETEA ALA. 'B' AEOLIAES NO ADDITIOOLAL fASTEREAS,
i6. it tticaS 1, 2M APE ALLOY 6053 AU. 2THEAS APE ALLOY 5161
CONNECTORS APE ALUNIM,A ALLOY 2004 ca EQUAL.
17. AAJCIALA PRIACT I ON 114 4 FACIA THICKNESS OF 1 5/11' mix.
Ia. ALL ANCHORS SHALL PENETRATE THE CONCNETE SLAJ A MINIALA OF 1 14
ADDITION TO PENETRATING THE THICKNESS OF ANY FINISH NATERIAL
APPLIED CvER TME SEAS.
19. ThIS STRUCTLRE HAS BEEN DESIGNED IN ACCORDANCE NITA,
A. THE SOUTH FLORIDA Sul LDI 46 COVE, 1susDIS:c4.
B. 1562 EDI T 1C4 GF THE STAN:APO BoILDING CODE AS ANIADED AND
RECOONENDED SY THE BUILDING CODE ADVISGAT BOARD OF PALA
BEACH COuNTY, FLGAIDA.
•O. SEFNICE CHOP CONDUCTORS, OR OTHER OVERmEAD AIRING SHALL OCT BE
INSTALLED OYES ANY PART OF ANY SCREEN ENCLOSURE.
21. ANY AETALLIC ENCLOSURES *THIN F1 FEET OF THE INTERIOA AALLS
OF SAImMING POOLS SmALL SE ELECTRICALLY SCALED,
CONC, ANOKA SHALL It 1/4' OR 2 1/4' TeuNtER 110tT Cl EQUAL,
THIS SCPEEN ENCLOSLF! SHALL II ATTACHED AND SECURED 70 A
PERMANENT STRUCTURE.
24. FOR EACH PERMIT APPLICATION, THE NuMBEA OF CABLES AND SIZE.OF
FAChT CHORD PURL'S SI-ALL BE DETERMINED EY THE ENCHNEEA FOR THE
LATERAL STABILITY. • . •
• •
Ti, E SCREEN ENCLOSURE SNAIL BE ATTACHED TO A MINIA0 OF 2' •
MUMINAL 61,TH ROOD FACIA IA ACCOOLANCE WITH SFBC_ Stc1,1"Al_ 1,1.
's•
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ANCHORAGE
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DESIGN LOAD, WALLS IN AND OUT 11 PS?. ROOFS UP An4 DO*4 7 PSF,
SCREENCLON OPENINGS TO SE 501 CA GREATER. •
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CABLE DETAILS
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TYP. WINO BRACING DETAILS FOR MAX HEIGHT 8' -0"
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PERSPECTIVES
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