HomeMy WebLinkAbout98-7550
BUILDING PE.RMIT
%'-e ri)
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
7550 /J
Date
J-3-?'?
~~
Pmpeny Own., f1~ ffL
Job Address: ....3 8J.
Parcel 1.0. # ;J'/-:J..6--C:J/- C'b i) - (:J O/l) (;)
-
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
Description of Wor!5. ~./U?l1.Ar1 ~ -
--
-- .:L ~
Radon Gas' 'I. :1-.;;
~~;;:;'-.. it R~
NO OCCUPANCY BEFORE C,O,
FINAL
C,O.
dL
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
City License Registration #
State Certified License#
~
Permit Fee :-
Signature$-,."
Company
Address
Telephone#
~::-~
Inspector
Valuation or
Contract Price
"-
..5 ...s- -.5-Z;. tTV
./-
L<v)J
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr. ~1j;'-f8:t:J LL- Tp. Servo
Pre __ _~ Rough In
Lintel Meter Can
FRM. Const. Pole
Insul. CL Pool
WL Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.001 shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
//111/1/1/11/111I 11111 11111 1111111111111/11111/111
98024186
State of
f 1- ofl-l 01+
NOTICE OF COMMENCEMENT
County of pASe 0
'J'UE l1NOERSIGNED hereby gives notice that improvement will be made to c2rtuin
[2.::11 property, and in accordance with Chapter 713, Florida Statutes, the
f 0 11 0""" ing in f orr:1a t ion is provided in this Notice 0 f CommcnC(~lIIC I It: :
1. Description of Property: Parcel No. t..cI-U-"2f -DDoO-OO/OO - Z:S-
3$/5 (l-!)~r+~ ,fLODN IAlff.y 1-crr#-2~
.( Legal description of the property and street oddress if iwailable)
2. General Description of Improvement fli t/m( jt/UIY'l f Itc AAtPt!
Rcpt: 219890 Rec:
DS: 0.00 IT:
03/03/98
6.00
0.00
Dpty Clerk-
3 .
O'..mcr Information: Name FllffiJ):.
[lddres;$8' II{' {l'DYA-L TMuJ wAY City
COPt: L-A NO
Z-H-l U7
State
rL
Interest in Property:
Name of Fee Simple Titleholder:
(If other th~n owner)
JED PITTMAN, PASCO COUNTY CLERK
03/03/98 02:34p. 1 of 1
DR BK 3890 PG 1227
Address
City
St.::lte
it1,,'
W'"
-c....
Contractor: N.::Ime /)t; 1-1
Audress /1~9t( 51(~fJ-rl!
C f)tVST(LJC. -r lutV D/::' (' C/v rJ2^-
S7~ Ci ty /3fl{)lJ f.-SVI LtC
~(
State Fe- '
3yl,(!L
5 .
Surety: N,::llne
City
State
Address
A.mount of Bond: S
6. Lender: Name
City
Stote
Acturess
7 .
Per sons wi thi.n the State of Florida
notices or other documents may be
713,13(1)(a)(7), Florida Statutes:
designa ted by OVJOe.c
served as provided
u o:>n vILe:.',
by Section
tJ ,un e
City
Stute
Address
8, In addi tion to himsel f, Owner dcsigna tes
of to receive a copy ef t:l'~
Lienor's Notice as provided in Section 713.13(1) (b), Florida Statlltes,
'J. t:xpirnt.,iu:1 dnt.e of Not.lce of Commencement. (t.he expiratic)n c.:l::lte .1.:3 1 )e~l!.-
ir~m the date of recording unless a different date is speclfied.)
Si~notureofOwner: ~~
, " ~I1ItNf-.-~ V. '( opt! I..;-ItfJ() '2
Sv;orn to 2.\nd supscr lbea before me thls ~
19 rt
ttJ.) "'fAt
day of
,MAil r H
IJuL.J.ry
Public:
~~ II. (M.p
BRUCE: A, hf.i:FI,
N~t1ir>1 Public. 'lata ('~ :: :N' ''1
r/ly CCffifil, expir~:l June:: i. 'i;,; S;:;
Cornm, No. CC ~Su,,- -"./..
'.,
I-1j r'::orn,nj ssion Expires:
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SOLID ROOF PANEL PRODUCTS
SECTION 7
Table 7.1.3: Allowable Spans for Roof Pan Panel Products for Various Loads
I dust Standard Products 3105 H-28 Aluminum Alloy
3" x 12" x 0.026" Panels
Wind
~~gion
102 M,P.H.
110 M.P.H.
~
125 M.P.H.
140 M.P.H,
. -.--~---~---_._. Enclosed Bufldings
. Applied i_ I Applied : OverhanQ Condition
Load r NO 1'.0" 3'.0" 4'.0" 1 Region i Load > NONE-1'.0" -, 2'.O;;~ 3'-0;'-- 4'.0"
17 TEr.! 1'~__'.1'~+- _H_~?~'J.!Z.'.:.11" .~~ 102 M.P.H, _J~__d-iff...!!'~J3'.?~; 13'-7": 1~~~;~ + _1~-3'~
20 15'-8" 115'.9'" 16'.2" i 16'.9" 17'-7". 110M.P,H. I 35 i11'-10" 11'-11'> 12>.6" 13'-3" r 14'-3"
;~ :~r~r-h~f~~~,JT4,~~,~)f~~i1~~~tT~~~ ~:~:~:--:I-:-]]-. ?1~:_1~>,"~ i~:~;:: : ~ ~:~~:: : ~;:~::: ~;::~::
32 1~'~,,~!.?~~~'~1..!.?'..!1"~.:13'-9" j 14'~1l".~_~0 M.PJ:!:.~___~ . .9~-4" 9'-7". W-2" 1r-1", 12'-4'>
Wind
Region
102 M.P.H.
110 M.P.H.
120 M.P.H.
125 M.P,H.
140 M.P.H.
3" x 12" x 0,032" Panels
9.Q~I1__BlJncnngs __________ ___ Enclosed]'fuf!Qi!!9.!i ...
Applied .. ... Oy~rhaI!9.Cgndition_ .'~' --wrncr I Applied ~.__QY~[h'!l1g_<::()r1gitiO!1 _
Load . NON~ 1'-0"_ 2'-0" . 3'~0-" D'-o" .u Region -LJ,.oa~LLN.ONEj 1'~0" ; 2'-0" . 3'-0" ; 4'-0"
17 19'-4".19'-5" 19'-9" 20'-3"+20'-11" 102 M.P.H. 29 114'-10"'14'-11" 15'-4'> 15>-11" 16'-10"
20 17'-10flT'-"-;-11,;7"fs'-3" 1"18-;="10"', -1-9'-6"'~ 1"10-M,P:H: ~ - --3'5 ,- f:3'-S;'". 13'-7" . 14'.1'" 14'-9"".15'-8"
23 "16'-Vt16'-9"-- f7'-1-" r f7'~8'Tf8;~5"T -120M.P:-H, ;41 12'-5'> + 12'-7" ' 13'-1" "13'-10>"14'-10"
26 '15'::7" r-1~~i'I1~':tj _1F~"1T!;-t"T -'125 M.p}L _ -t-- ~.. '1-1;:i-i';~ 12'-1>' ' 12'-6>' ' 13'-4'> . 14>-4"
32 14'-1" T1,!,-3"L 14'-8" r 1?'-4" j 1~'-T.t~14Q_r.1~~:!:l.:. :_._?~_ '10'-8" } 10'- W: 11>-4'> 12>-3" ~ 13'-4'> .
Note:
Total roof panel width = room width plus wall width plus overhang.
Lawrence E. Bennett, P.E.
avL ENGrEER - DEVEJ..0Pt<ENT CONSU.. rANT
p,o, BOX 4368, SOlfTlf DAYTONA. FL 32121
TEl..EPHOtE (904) 767- 4 T7 4
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 1997
NOT TO BE REPRODUCED tI WHOLE OR tI PART WITliOUT TIE WRITTEN PERMISSION OF LAWRENCl:: E. BeN:TT, PE
117
SOLID ROOF PANEL PRODUCTS
SECTION 7
, ,...,
,oj, - _......... ...~ 'Ii' : ~ ..
"l
'6
EXISTING TRUSS OR RAFTER
SEALANT
HEADER (SEE NOTE BELOW)
#8 x 9/16" S,MS, (3) PER PAN
AND (1) AT RISER
#10 x 1-1/2' SMS. (1) PER RAFTER
OR TRUSS TAIL
#10 x 3/4' SMS, AT 12' ON CENTER
ROOF PANEL
#8 x 9/16' SMS, (3) PER PAN
AND (1) AT RISER
EXISTING FASCIA
AL TERNA TE CONNECTION:
#8 x 1-1/4' SCREWS (3) PER PAN INTO
FASCIA THROUGH PAN BOXED END
~
"~<t
('}',7
HEADER (SEE NOTE BELOW)
FOR MASONRY USE 1/4' x 1-V4' TAP-CON
ANCHOR OR EQUAL AT 24' ON CENTER
FOR WOOD USE #10 x 1-1/2' S,MS,
OR WOOD SCREWS AT 12' ON CENTER
#8 x 9/16' S,MS. (3) PER PAN
AND (1) PER RISER
ROOF PANEL
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR OTHER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2"
LONG CORROSION RESIST ANT SHEET METAL SCREWS WITH 1/2' WASHERS.
ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
BETWEEN THE WASHER AND TI-E PAN,
PAN RIBS SHALL RECEIVE (1) EACH #8 x V2' SCREW EACH. THE PANS MAYBE
ANCHORED T~OUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW
TYPES AND Tl-E ABOVE SPECIFED RIB SCREW.
Lawrence E, Bennett, P.E.
CWl. ENG#IEER - DEVELOPM3'iT CONSU. T ANT
P.O, BOX 4368, 50Ulli DAYTONA, Fl 32121
TaEPHOIIE (9<)4) 767-4774
FAX (904) 767-6556
@ COPYRIGHT 1997
NOT TO BE ~OOUCED N WHOLE OR N PART WffiiOUT TlE WRITTEN PERMISSION OF LAWRENCE E. BE/'ootETT, PE.
SEAL
PAGE
111
SCREEN, VINYL & GLASS ROOMS
SECTION 3
Table 3.2: Allowable Post/Upright Heights for Screen, Vinyl and Glass
Rooms, Hollow, Snap and Self-Mating Extrusions
Aluminum Alloy 6063 T-6
------1-
90"~
Hollow Sections
I 36"
Allowable Height "H" [Span]
7'-10" 6'.5" 6'-1" 5'-10" 5'-7" 5'-4" .5'.2"
3" x 2" x 0.050" .. , 10'.5" : 8'-6" 8'-1" 7'-9" 7'-5" 7'.1" 6'.10" I 6'.7" I
2" x 3" x 0.050,,-r-- 11'.3" i 10'.5" I '." I 9'-2" 8'-9" 8'-4" j 7'.11" . 1'-8" , 7'-4" I 1'-1"
0: x 2" X 0.070."":) +1-1O:9"~1';-t 10'-2" 9'.7" I 9'-1'~ ! 8'-4" ~-f~1-1~'-inT_8~ . -'7'=5"
2" x 4" x 0.050"-I.,1_~'~!'1!~~~'j_~~2"J_11'-6" 10'-1r~-d_9;~11~'-=~'~~~-+--9~:2-,,~d8'~1~1"
.. Note: Screen splines on 3" side - extrusion turned wi 3" side parallel to. sale plate.
Snap Sections
- -; nn_____u Laad Width = Post/Upright Spacing --------- --,
~-3~" i_ 42'l~ 54" I 60" I 66" i 72" D8''---L_~~~_=-I--90''-J
~ Allowable Height "H" [Span] i
" 9'-3';' ~--8-;~7'~--8;~0" 7'-7" 7'-2" 6'-10" 6'-6" I 6'-3" 'f-6;:'~~1O;-;-;
rif~2;'Tl1,~-;;-i-10'~', 9'.11" 9'-5" 8'-11" 8'-7": 8'-3;~~ '. }-;-.11';~--~~;;~:
._1~=31'14'.1"@-3" 12'-5" 11'.10" 11'.3" L10'-9'~,!...o.'-4:' 1.9'-11" 9'-~"
2" x 2" x 0.044"
2" x 3" x 0.045"
2" x 4" x 0.045"
Self-Mating Sections
2" x 4" x 0.055" x 0.12"
2" x 6" x 0.055" x 0.12"
2" x 7" x 0.062" x 0.12"
2" x 8" x 0.072" x 0.224"
2" x 9" x 0.070" x 0.224"
Notes:
Glass Raams; The additian af aluminum frame windows with glass panes that are designed to. 110 M.P.H,
wind laad requirements to. the abave upright sizes increases the strength sa that additianal framing is nat
required
Using screen panel width "W" (See typical glass raam drawing,), select upright required fram the maximum
height allawed far each extrusian.
Lawrence E. Bennett, P.E.
avL ENGIEER . DEVB.0PrtENT COHSlL T ANT
P,O. BOX 4368, 8OU1li DAYTONA, FL 32121
l'B..EPHON: (904) 767-4n4
FAX (904) 767-ll666
SEAL
@ COPYRIGHT 1997
NOT TO BE REPROOUCED N WHOLE OR NPART WI1'1iOVT TIE WRTTEN PERMISSION OF LAWRENCE E. BE!IN:TT, P.E.
PAGE
75
SECTION 3
EDGE BEAM
f x 2' x 0,044' OPEN BACK
A TT ACt-ED TO FRONT POST Wffii
#10 x 2' SMS, MAX. 6' FROM
. f;:ACH PURLN AND 24' O,C,
FRONT WALL PlA'lLlN
CO~OSITE ROOF PANELS:
(4) 1/4" x 4' LAG BOL.TS WITH
WITH }. V 4' FENDER WASHERS
PER 4'-0' PANEL ACROSS THE
FRONT AND 24" O,C, ALONG
SOES (WALK-ON)
SCREEN, VINYL & GLASS ROOMS
o
I
--2--
2' x 2" OR 2' x 3" HOLLOW
SEE SP AN TABLE HEADER
CHAIR RAL AND KICK PLATE
2' x 2' x 0,044" HOLLOW RAIL
POST ATTACHED TO BOTTOM
WITH Mf.j, (2) #10 x 1-1/2' S.MS.
t-I SCREW BOSSES
EXISTNG SLAB MA Y BE USED F ____________
t-I GOOD CONDITION AND APPROVED
BY TI--e BUIlDING OFAClAL
(1) r.. Tl 1/2' x 3-1/2" KB"
BOL TS APPROVED FOR 665# .
UPl.FT WITH sm PLATED CUT
STEEL WASHER
(1) 3/8' BOLT FOR 3' POST
(2) 3/8' BOLTS FOR 3' x 4' POST
o
-.
/
------
, I ~ .....~~.~'~ ''t~''
Lawrence E. Bennett, P,E.
CIVL EJoIGIoEER - DEvaOPlENT COHSlL TANT
P,O, BOX <43&8, SOUTH DAYTONA, Fl 32121
TEI..EPHOt-E (904) 767-4n4
FAX (904) 767-6556
SEAL
PAGE
SIDE WALL HEADER ATTACHED TO
i x 2' x 0,044' OPEN BACK WITH
MN. (2)#10 x }'1/2' S.MS,
SIDE WALL PURLlNS ATTACHED TO
1" X 2" x 0,044' OPEN BACK WITH
MN. (2) #10 x 1C 112" S.MS, IN
SCREW BOSSES
SIDE WALL PURLlNS ATTACHED TO
l' x 2" x 0,044' OPEN BACK WITH
MN, (2) #10 x 1-1/2' S,M.S. IN
SCREW BOSSES
FRONT AND SIDE BOTTOM RALS
ATTACHED TO CONCRETE WITH
1/4" x 2-1/4' MASONRY QUICK SET
AT 6" FROM EACH POST AND
24' ON CENTER MAX, AND WALLS
A MlN. l' FROM EDGE OF CONCRETE
''')
::,::'.j'
'~. ^ .
RISER PANELS:
(3) #8 x 1/2' S,M.S, PER 12' PANEL
HEADER ATTACHED TO POST WITH
MN. (2) #10 x 1-1/2' S,MS. IN SCREW
BOSSES
2" x 2", 2" x 3' OR 3' x 2' HOLLOW
SEE SPAN TABLES
FOR SNAP EXTRUSIONS CHAIR RAR..
A TT ACI-ED TO POST WITH MIN, (2)
#10 x 1-1/2' S.M.S, N SCREW BOSSES
ix2"xO,044' OPEN BACK BOTTOM RAl.
V4' x 2-1/4' MASONRY ANCHOR @ 6"
FROM EACH POST AND 24' O,C. MAX.
!'.,.
':;!,
66
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOLE OR N PART wrTHOlJT TIE WRITTEN PERMSSlON OF LAWRENCE E. BENNETT, P.E
SCREEN, VINYL & GLASS ROOMS
ANCHOR l' x 2' xO,044' PLATE
TO CONCRETE WITH 1/4' x 2-112'
CONCRETE ANCHORS WITHIN 6' OF
EACH SIDE OF EACH POST AND 24'
O.C. MAX,
~. 3-112' SLAB 2500 PSI CONC,
6x6-10x10 WWM, OR FI3ER MESH
SECTION 3
HEADER BEAM
(2) #10 X l' St-EET METAL SCREW
MO SCREW SLOTS
r X 2' EXTRUSION
1-1/8' MN, IN CONCRETE
V APOR BARRIER UNDER CONCRETE
2' x 2' OR 2' x 3' OR 2' 5MB POST
ANCHOR l' x 2' x 0,044' PLATE
TO CONCRETE WITH 1/4' X 2-1/2'
CONCRETE ANCHORS WITHIN 6' OF
EACH SIDE OF EACH POST AT 24'
O,C. MAX. OR THROUGH ANGLE AT
24' O,C, MAX,
Mt-j, 3-1/2' SLAB 2500 PSI CONC.
6x6-10x10 W,W,M OR FI3ER MESH
(4) #10 x 1/2' SM.S, EACH SIDE
OF POST
HEADER BEAM
H-BAR OR GUSSET PLATE
2' x 2' X 1/8' ANGLE EACH SDE
ATTACH TO POST AND CONCRETE
A T LOAD BEARING WALL WITH
(2) #10 x 1/2' S,MS, EACH SVE
l' X 2' EXTRUSION
1-1/8' MN. IN CONCRETE
V APOR BARRIER
o 0
o 0
-----
Lawrence E. Bennett, P.E.
avL EJo/GIIEER - DEVELOPMENT CONSU. T ANT
P,O, BOX 4368, SOUTH DAYTONA, FL 32'121
TEl..EPHQ/IE (904) 767- 4 T7 4
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WI-tOlE OR N PART wmiOVT TIE WRITTEN PERMISSION OF LAWRENCE E. BE/IN:TT, P.E.
/
/
'.
65
SCREEN, VINYL & GLASS ROOMS
SECTION 3
saECT EDGE BEAM TABLE 3.1
ROOF
~
- ------ "
3-1/2' SLAB ON GRADE
OR RAISED FOOTING
LW
FOR MAX.
UPRIGHT
LENGTH i x 2'
V ARES NO MAX. (ELEV. SLAB OR ON GRADE)
J:
I
I
-----'"
'I' . j'
TYPICAL GLASS ROOM WITH SOLID ROOF, TYPICAL FRONT VIEW FRAMNG
, (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF ix2' PLATE TO BOTTOM OF WALL BEAM)
AL TERNA TE CONNECTION AT
FASCIA ALLOWED
SEE SECTION 7 FOR DET ALS
LOAD WDTH
FOR ROOF PANELS
rr= ~~2+ P/2
.....
SOLID ROOF
SIZE BEAM AND COLUMNS
PER TABLES
J
O.H.
EXISTNG
STRUCTURE
P . PRO..eCTlON FROM BLOG.
L W . LOAD WDTH
VARES
L P VARIES ---l
NOTES: ANCHOR l' x 2' OPEN BACK EXTRUSION WITH V4'x2-V4' CONCRETE
FASTENER MAXIMUM OF 2'-0' ON CENTER AND WITHIN 6' OF UPRIGHT
ANCHOR i x 2' TO WALL WITH 2-V2" 110 St-EET METAL SCREWS WITH
WASHERS 2'-0' ON CENTER. ANCHOR BEAM AND COLUMN NTERNALL Y
OR WTH ANCHOR CLPS AND #10 SCREWS AND W ASI-ERS,
MNIMUM SLAB THCKNESS FOR SLAB ON GRADE IS 3- V2' CONCRETE.
SELECT FRONT WALL BEAM FROM TABLE USNG LARGER 'A' VALUE OF
P/2 OR P/2 + O.H.
'P' IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM.
Lawrence E. Bennett, P.E.
0Vl. ENGIEER - DEV8..OPAENT CONSU.. T ANT
P,O, BOX 4368, SOUTliOAYTONA, Fl 32121
TEI..EPHON: (904) 767-.. T7..
FAX (9Q.4) .767-6556
@ COPYRIGHT 1997
NOT TO BE REPRODUCED ~ WHOLE OR ~ PART WffiiOlJT n-E WRrrTEN PERMISSION OF LAWRENCE E. BE/oN:TT, P.E.
SEAL
PAGE
63
SECTION 2 ATTACHED & FREESTANDING COVERS AND . UTILITY SHEDS
Table 2.3: Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T-6
Beam
Size
'2" x 3" Hollow Tilt
2" )(4" Hollow fifi 0-;:-2" x 4" x .050" Hollow
- ,.........---- '...-.------ _ ..--------
: Minimum
I P9st Size
: 3"x 3"x 0,060" Scalloped
I
3"x 3"x 0,060" Scallo ed
--- - - #-Thru-Bolts @ L=D+%"
----114ii"HU- T -- 3/8" 0
-_ '._____,.. --'0'-
2 -
-2------
n"_~_ x.:.._?.:._~_ 0,120" Self Mating Beam 3"x 3",x, 0.060" Sca oped: 2
2" x 7" x 0.062" x 0.120" Self Mating Beam 13" x 3"'" 0.093" ------------'----- 3 2
2~i~8" x6:072'~~x]:224" Self Mating Bead 3" x 3" x 0.093" ----~-- 3 - 2
2" xS" x 0.072" x 0.224" Self Mating Beam : 3" x 3" x 0.125" -----+------4-- 3
_#.;,- x 9" x6~b7n2" x 0:310" Self Mating Beam I 3" x 3''-x 0.125'.------~--n 4 - 3
Table 2.4: Isolated Footings - Maximum Roof Area for Carport Posts
Wind Zone = 102 MPH i 110 MPH 120 MPH . 125 MPH
Applied Loaa-,;; _-~_-}r~Sq. ft. ----<- _ 20 #/Sq, Ft._' 23 t!!~q. F.!:_~_~f~ISq;_Ft.-
140 MPH
32 #/Sq. Ft.
Isolated Footing
Dimensions"
:P-O" x l' :O"x-F:o-"-~
.--1'-4"-X-T'-=4-"-i1'.4"1
- l' -=6"-x1':.6-"x -- 1 ' _6',+--
-. ---- -.--- . --....-.-
1'-8" x 1'-8" x 2'-0"
.'- -- -- --.
1'-8" x 1'-8" x 2'-6"
2'-0" x 2'-0" X 2'-Oit--~---
2'-0" x2'-Oil x 2'-6" ----
2'-6"-x 2':'6"i2'-6"
0-------...----
2'-6" x 2'-6" x 3'-0" I
Maximum Attributable Roof Area in Square Feet
30 ! 26 I 22 r== 20 - -i---~_ _ ~u--_ ~
;~ i ~~ I ~~ ! ;~ : -----J~----<
---~------ !----- ---t-------------+ -----~--------- - - ---- -
~_20 _ __ ~___ ____1 O~__-+______~~___i_____nZ~______ ~4
150 ' 127 . 111 98 80
- - ____ n _---+-_______ ____-:-____ _ _.____~_______+-_- _______ _ ___ _
155 ' 132 +-- 115_ 1 02_ _~3
194 165' 143 127 103
270 230 200 177 +---- 144
324 276 240 212 172
"Note:
Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth).
Dimensions Maximum Att-ributihle'Roof ArealnSquare-Feet
1'-4" x 1'-4" x 2'-4" -~_----1-02_-~I__ _~?_ __~_J:~____C-u67__---'- 54
Pre-cast footing block (16"x16"x4") 24" below grade with 80# bag pre-mix concrete & backfilled to
grade.
Lawrence E. Bennett, P,E.
CIVL EHG#oEER - DEYE1.0PrENT COHSU. rANT
p,o, BOX 4368, SOl1Tli DAYTONA. FL 32121
TEl.EPHOIE (Q0.4) 767-4n4
FAX (Q0.4) 787-8668
SEAL
PAGE
54
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOlE OR N PART Wl'l1-IOl1T TIE WRITTEN PERt.ISSION OF LAWRENaO E. BENETT, P.E.
SECTION 2
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
Table 2.2.1: Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings - ALUMINUM POSTS
Aluminum Post
102f,fPH----f11fMPH--; 12l'fMPH 125 MPH 140 MPH
I'-#/S~Ft.~=-20 #/SciFt.-T 23 #/Sq.-Ft:~-26#7s~.Ft. ..,32 #/Sq, Ft.
___~lIowable Roof Area in Square Feet fo!_Y~rious Loads on Post
2" x 2" x 0,044" Hollow Extrusion or
2"!~.. x O))~_~.. ~E~Extr_l!~ionL~nAJl!!llJrlUm J\Jloy 6063 T-6
2,064 121 103 90 79 65
1,548 91 77 67 60 48
1,204 71 60 52 46 38
903 53 -45- '"-~ '.-39- 35 28
Load in Lbs2"x-3"x-O,050" Hollow-Extrusion or--~-
2" x 3" x 0,045" Snap Extrusion; - Aluminum Allo}'6063 T-6
,n =-=161____I___137 ----L--- 119 _____-+- ~ -105-- 86
147 : 125 I 109 : 96 78
-- - 94-- ,- -----80-----'--- 69------' 61 50
70 --60 '52 46 37
3" x 2" iO.070" HOllowE-Xtrusiol1 ~ Aluminum Alloy 6063 T-6
. - too --Tton- --TU-- '148 '.- 131 107
_n... ____,_ __ ,1. _ , u_ .._
150 128 111 98 80
11'7 -- - -99- +- 86 - 76 62
88 75 -65 57 47
3" x 3" x 0.040" Ron Formed - Aluminum Alia}' 3105 H-14
140 i- --n'9 '-,- - -104-'- --92. .
His . 89 ' -78- 69
82- - --69 60 -.. n._"_ -+. 53
61 :- -"5"2 45 ~ 40
:_ j"X 'j~j().Q~_<r~'_ RoI!.F~r!lied -~1~!!!inu~An()i'31 05 H-14
212 · 180 157 138 113
__159~___1~___:-f~u___~__Jf7~_ ___':':'1Q4 84
124 ! 105 91 81 66
'-93 '
Wind Load =
Applied Load =
Maximum
Height Load in L-bs
7'-4"
8-7"
9'-10"
11' -1 "
Height
8'-2"
9'-6"
10'-11"
12'-3"
Height
8'-2"
9'-6"
10' -11"
12'-3"
Height
1 0'-0"
11' -8"
13'-4"
15'-0"
Height
11 '-0"
12'-10"
14'-8"
16'-6"
Height
,'~
15'-10"
17'-10"
2, ?3€r
2-,502
1,596 -
1,197
Load in Lbs
3.408
2,556
1,988
1.491
Load In Lbs
2,381
1,786
1,389
1 ,042
Load In Lbs
3,600
2,1M
2,1M
1,575
2,556
1 ~988-
1,491
74
56
43
33
r- -
150
rrr'
131r
-.-~... . .. '.'-'--.'-
170 . '.' 131
I 128' , .' ...... .'., -98
t - ,." -.---- ->"., u~_n+ --
,99 86 I 76
t---yS--- - .'65- - --, 57
Example:
Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W':
A = S x (W/2 + OH.), If'S' = 1', W = 12', and OH. = 2' then: 'Area' = 56 Sq Ft.
For a 10'-11" post and 120 m,p.h. wind load or 23 # 1 Sq. Ft. post choices are:
1) 2" x 3" Snap Section
2) All post sizes listed below the 2" x 3" Snap Section
Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed
COULD NOT BE used because when it is more than 10' tall it can only support 39 SF of roof On the
other hand, a 3" x 3" Fluted Post with a post height of 10'- 7" can support an area of 128 square feet of
area. Thus, design must satisfy both height and area requirements.
Lawrence E. Bennett, P.E,
a\Il. ~ - OEYB..ClPI:EN'T COHI!lU. T ANT
P,O. BOX 4368, SOUTH DAYTONA. FL 32121
TEI..EF'H()toE (904) ttn - 4 n 4
FAX (904) 767-8666
SEAl..
PAOE
52
@ COPYRIGHT 1997
NOT TO BE REPROOUCED N WHOlE OR N PART WITHOlIT TIE WRITTEN PERIItSSlON OF LAWRENCE E. ElEJIIoETT, PE.
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
Table 2.1.1:
SECTION 2
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-6
102 MpH , 110 MPH 120MPH 125 MPH
17# C~ciJ=f}~ 20~J~~q. FC=2~~tt!~q~ F(~--26#TSci-Ft.
2" x 3" Hollow Tilt
~~8'-9"~~~--'---- -fl'-O"-- n_ cr -- - -7'-S"
7'--11..---- ----T-- -----~7'_4"--. -- ---I -- ---6..~10"
-7'~"-- -:----6'-9" -- j-~-- 6'-4"- ,
-s0:11"---- ~~ -4" ---;----5'-11"-- --+---
m~6'_6"-n--1 5'-11" "r--- 5'_7"n
-- 6'_rm-~-+-- 5'-8" " '-----:-n~5'4-nn--T--
-5'-~fO"- --. T ------5'-5"-:-5'=1"--- --:- ~
--5'_7"- ~ ~,-~-- 5'-2" - - - --4'-10" - -
2;' x 4" Holiow Tiffor 2" X 4" -X---:OSO" HoT/ow" ~
"10'-8" -nm--r-_ 9'-1 0"-- 9'_2"nn~- ~~ 80_7"-
90-8;;8i~11"+- n8'-4" 7'~10"
8'-11 "8i~3"n 7'-9'-'
8'-5" 7'~~9"n 7'_3-"
7'-11" 7'-4" 6'-fO"
7'-6" s'- fl" -S':.t)"
7'-2" 6'_7" -6'~2"
6'~" 5':11',--
7'-1 "
5'_Sn
-5'-11"
- - ~ SO':-1"
-5':3"
4'..11"
4'..9"
~-4'..7"
7'-3"
6'-10"
6'-5"
6'-1 "
5'-1()"
140 MPH
32#/ Sq. Ft.
6'-4"
5'-10"
5'-4"
5'-0"
4'-9"
4'-6"
4'-3"
4'-1 "
7'-9"
7' -1"
6'-7"
6'-1 "
5'-9"
5'-6"
5'-3"
5'-0"
Wind Zone =
Applied Load =
Load Width
5'
6'
7'
8'
9'
10'
11'
12'
Load Width
5'
6'
7'
8'
9'
10'
11'
12'
Load
5'
6'
__ J [,
8'
9'
10'
11'
12'
Load Width
5'
6'
7'
8'
9'
10'
11'
12'
Example:
For 2" x 4" x 0055" x 0,120" Self Mating Beam;
Beam span between uprights use load width to enter table,
For 12' Roof Panel + 2' overhang, load width = L W; L W + 12' / 2 + 2' 0 H. = 8'
Enter table on left at 8' and read allowable span under required load;
Thus for 100 MPH wind load / live load or 18 # 1 Sq. Ft. and Load Width = 8'
MaXimum Beam Span for 2" x 4" x 0.055" x 0.120" = I 11'-0" I
5'-7"
~1"---Tn-1O'=3"
+___ ~_-+-- ____n_
, . 9'-6"
, r- .lOi~2" -~ - -6" ... -. -i. -S'-1 f"
~6:~:' . n_~-9'_7,,-n~ +--8'_T1"~-----~---U -8'~5"
. .....~fO"~_u_~~_ T-=--~~~O:-;p'.~: -1--:=-:-- 8'-6" ~~=J~=-n--?~Ii"-
-,- ~--. t~~'"._-~t- ~:~~:: - i ~:~~::-----+---.-.....-~:~~-
. ... I .. .
, 2"-x6"x 0.055" x 0,120" Self Mating Beam- .. --
-,-.. -19'=8" i 18'-2" ! 16'-11" T----f5'~.:1V'
~17'~-.11"..--n~l. ..16'-7"....~... ...15'-6"..~.r--~-1..4'-.7. "..
.------.--1--------- - .-~--- --- ----
16'-8" . 15'-4" 14'-4" 13'-6"
lS'-7" ; -14'-4" ~~ n !~_~T3':~' ' 1?-7"
14'..8" 13'-6" 12'-8" 11'-11"
13'-11" 12'~10" n~f1" 11'-3"
13'-3" 12'_3" f 1 '-5" 10'-9"
12'=9" 1 1'..9"10'_11" 10'-3"
]
14'-4"
13'-1 "
12'-2"
11 '-4"
1 0'-8"
1 0'-2"
9'-8"
9'-3"
Lawrence E. Bennett, P.E.
avL EHGIoEER - ~OAENT CONSU. T ANT
P.O_ BOX 4368, SOVTH DAYTONA. Fl 32121
TEl..EPI-tOfoE coo.) 767- 4 T7 4
FAX (904) 767-6556
@) COPYRIGHT 1997
NOT TO BE REPROOUCED N WHOlE OR to! PART WTlliOUT n-E WRITTEN PEFlMISSlON Of' LAWRENCE E. eeu=TT, PE
SEAL
PAGE
49
A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
't' IS THICKNESS OF
REQUIRED POST
TOP OF GRADE
r
3' x 3' POST SEE TABLE
(2) 2. x 2. x 'I' ANGLE OR
(1) U CHAI\t-.EL x 't'
3/8. x 3-1/2. BOLT
80 LB. 2500 PSI CONCRETE PRE- MX
3' x 3' BASE
.ALUMINUM CONVERNTIONAL CONSTRUCTION PORCH POST CONNECTION
o
~
~ ~>
LL-1Y
POST IN CONCRETE
#4 BAR 12. LONG
N
;::.
I
C'l
3' x 3' POST TURN BOLTED
TO ANCHOR RISER
2-3/4' x 2-3/4' x 2-1/2'
LONG x 1/8' TUBNG
WELDED CONNECTION
POURED CONCRETE
REFER TO TABLE 2.4
FASTEN PER TABLE 2,5
3-1/2' CONe, SLAB
ISOLA TED FOOTING
2'-0' MIN. N
BEFORE SLOPE ;::.
I v ~
~
(1) #5 BAR CONT.
(1) #5 BAR CONT.
TYPE I
FLA T SLOPE I NO FOOTING
o - 2' / 12'
TYPE I
MODERATE SLOPE FOOTNG
2./12. - 1-10.
TYPE ID
STEEP SLOPE FOOTM>
) 1-10'
NOTES: t NO FOOTNG REQU~D EXCEPT WH:N ADDRESSING EROSION UNTL 1lE ROOM
EXCEEDS 16'-0.. ROOMS GREATER THAN 16'-0' USE TYPE I FOOTING.
2. FOOrnGS SHALL BE MN. 2,500 PSI CONCRETE WITH 6x6-lOx10 WELDED WIRE MESH
OR FBER MESH MAYBE USED IN LEU OF MESH.
3. F LOCAL BULOING CODES REQlJRES A MINIMUM FOOTt,jG USE TYPE B FOOTNG OR
FOOrnG SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS,
SLAB DETAILS ADDRESSING EROSION
Lawrence E. Bennett, P.E.
CIVl. ENG#EER - DE\lEl..OP/ENT CONSU. T,wr
P,O. BOX 4368, SOUlli DAYTONA, FL 32121
TEl..EPHC>N:: (904) 767- 4 T7 4
FAX (90<4) 767-6556
SEAL
@ COPYRIGHT 1997
NOT TO BE REPROOUCED N WHOLE OR N PART WI'TliOlJT TIE WRITTEN PERMISSION OF LAWRENCE E. ElE/'oIoETT, P.E
PAGE
43
SECTION 2
A TT ACHED & FREESTANDING COVERS AND. UTILITY SHEDS
~
.~
~
~ '
22 '
X
L.U
SEE CONNECTION DET ALS
. l',;,
----
- SEE CONfECTION DET ALS
~
~
~ l'
22 '
X
W
12" X PAN (SEE TABLE) USE W
TO SELECT PAN FOR REOURED SPAN
W, VAAES
FOR FRONT BEAM USE L-W/2+OVERHANG
-----
PAN OR COM'OSITE ROOF PANEL
SEE SECTION 7
TOP PLATE P.T, OR WITH VAPOR
BARRER AT ALUMINUM ROOF
2" X 4" LUt.BER TOP PLATE @ ROOF
2" X 2" )( 0.044' ALUMNJM OR
2" X 4" LUt.eER #2 SPF. (MIN.)
SHEA THNG:
7/16" O,SB. OR 1/2" PLYWOOD WITH
STUDS 24" ON CENTER OR
SI-ED IS FRAMED WALL ATTACHED TO
HOST STRUCl1..ftE
ALl.J.1Nl.J.1 POST AND BEAM
SHEA THNG:
7/16" O.SB. OR 1/2" PLYWOOD WITH
STUDS 24" ON CENTER OR STRUCTURAL
GRADE TlERMAL PLY WITH STUDS AT
16' ON CENTER
2" X 4" PRE~ TREATED PLATE WITH
3/8" X 4-V2" CONCRETE ANCHORS AT
4'-0" ON CENTER
SEE SLAB DET ALS
UTILITY SHED AND CARPORT WALL SECTION
t ANCHOR PANS TO HEADER CHANtEL WITH (3) #10 X V2" S.M.S, WI WAS/-ER.
2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 X V2' SMS, W/ WASHER,
3, ANCHOR COLl.J.1N TO CONCRETE FLOOR WITH 2-V4' X 3" CONCRETE ANCHORS.
4. ANCHOR COLl.J.1N TO BASE PLATE WITH 1-1/4" S.S. BOLT
La wrence E. Bennett, P,E.
avL ENGI-EER - DEVELOPMENT COHSU. T ANT
P,O, BOX 04368, SOUTH DAYTONA, FL 32121
l"ELJ:PHOtE (904) 787--4n-4
FAX (904) 787-1S66Cl
SEAL
PAGE
40
@ COPYRIGHT 1997
NOT TO BE REPAODUCED ... WHOLE OR N PART WTTliOUT T1-E WffTTEN PERt.tSSlON OF U. WRENCE e. BE/IfETT, P Eo
I~ / ~, ~
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OWNER' S NAKE PHONE
<6
~/q
;~
:)
(p L(
,ff'd--/O
OWNER · S ADDRESS
JOB ADDRESS '7 ~ I .5 /2..0 ~ IK- '1 fLoo rf
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL I. D.' ~ If- ~ - '2-1 - OOt)() - 6tJ J 0 0 - '2- 5
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:_New Construction _Addition _A1teration --.Repair _Install
_Sign
~ove
_DeJIOlish
PROPOSED USE: _Single Faai1y
_KIF
_' of Units _K/H
_eo..ercial
_Indust,
_Swia, Pool _Other
-:-.-Restaurant 5: Hea1t:h Departaent Approval
DESCRIPTION OF WORK: 5Cfl,t~/J P_Db-dl . 614(lJJ8ftTf
(
/J - 12 ()$-rIA
BUILDING SIZE:
x
Square Feet.
Height
.-
L~ At
RESIDENTIAL:
COMMERCIAL :
ATTACH (2) PLOT PLANS 5: (2) SETS OF BUILDING PLANS 5: (1) SET ENERGY FORKS,
ATTACH (3) SETS OF BUILDING PLANS 5: (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
_BUILDING
$
5 ~ .so, ()D
PERMITS REOUESTED
Valuation of Total Construction
_ELECTRICAL
AMP Service
Florida Power Corp,
W,R,E.C,
~CllANICAL
$
Va1uation of Kechanical Inst:a11ation
_PLUMBING
GAS
ROOFING
SPECIALTY
TYPE OF ooNSTRUCTION: _B1ock _Fraae _Steel
Other
FDlISHEO FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
******************************************
YES NO
CONTRACTOR SECTION
BUII.DER COMPANY Sf H ('ON> rlLJc. T I CJ,J OF C~lfft.ll<. U.
9-1~. A ~ State Cert. or Regist. , /'~ !;7'(ztf'''z....
Signature ~ ^ 1l P aJ!..L1L City License Registration . ,.;t
******************************************
F.I.~CTRICIAR COMPANY
State Cert, or Regist, .
Sionature City License Registration .
******************************************
PLUMBER COMPANY
State Cert. or Regist, t
Signature City License Registration .
******************************************
MECHANICAL COMPANY
State Cert. or Regist. I
Signature City License Registration .
******************************************
OTIIRR COMPANY
State Cert. or Regist, t
Signature City License Registration .
******************************************
APPLICATION APPROVED BY PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that Lhis perlit lay be subject Lo "deed restrictions" which lay be lOre restrictive than City
regulations. The undersigned as sOles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations, If the contractor is not licensed as required by law, both the owner and contractor IIY be
cited for a lisdeleanor violation under state law, If the owner or intended contractor are uncertain as to wbat licensing
requirelents lay apply for the intended work, they are advised to contact the City of Zephyrbills Building Departlent, (813)
788-6611,
FurtherlOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
"Contractor Sections" of this application for which they 1Iill be responsible. If you, as the OIIRer sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the 1Iork, If tbe contractor wisbes you to sign
as contractor that lay be an indication that he is not properly licensed and Is not entitled to perlitting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES l'
D. CONSTRUCTION LIEN LnW (ClmPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, bave been provided 1Iith a copy of "Florida's Construction Lien Law - HOIeOIOer's Protection
Guide" prepared by the Florida Departlent of Agriculture and Consuaer Affairs, If the applicant is SOleoDe other than the
"owner", I certify that I have obtained a copy of the above described doculent and prolise in good faith to deliver it to the
"owner" prior to couencelent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all 1Iork will be done in cOlpliance 1Iith all
applicable la1lS regulating construction, loning, and land developlent,
I
Application is hereby lade to obtain a perlit to do work and instailation as indicated, I certify that DO worl or
installation has COllenced prior to issuance of a perlit and that all 1Iork 1Iill be perforled to leet standards of all laws
regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of otber goveInlental agencies lay apply to tbe intended vorl, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies Include but are not lilited to:
* Departlent of Environaental Regulation - Cypress Bayheads, Wetland Areas and EnviroRlentally Sensitive Lands,
Water/Wastewater Treatlent
* Southwest Florida Water "anagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
A ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
* Departlent of Healtb & Rehabilitative Services, Environaental Health Unit - Wells, Wastewater Treallent, Septic Tanks
A US Bnvironaental Protection Agency - Asbestos abatelent
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,ete,", it is understood that a drainage plan
addressing a "colpensating voluae" will be sublitted 1Ihich is prepared by a professional engineer registered in the State of
Florida prior to perlit. issuance,
. A perlit issued shall be construed to be a license to proceed with tbe work and not as autbority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall is~u~ce of a perlit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall heCOle invalid
unless the work authorized by such perlit is cOllenced within sil IOnths of issuance, or if work authorized by the peIlit is
suspended or abandoned for a period of sil IOnths after the tile the work is cOIIeRced. One 90 day 81tensioo of tile, l8y be
allowed for the perlit 1Iith fee charge of $15,00, The eltension shall be requested in writing to the Building Official. An
approved inspection lust be logged during each sil IOnth period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICR OF COHHRNCBHENT HAY RBSULT IN YOUR PAYING TlUCH FOR IHPROVIIID1'S TO YOOK
PROPERTY, IF YOU IHTBND TO OBTAIN FINANCING, CONSULT WITH YOUR LBNDBR OR AN ATTORlBY BBFORl RECORDIKG YOUR KOTICH OP
COHHIiNCBHRNT, JOBS UNDER $2,500 IN VALUB DO NOT NERD TO RIiCORD AlfD POST A "NOTICE OP COHHHNCIHBHT".
s~~k fi1mlJtm~
, I
STATE OF FLORIDA{)
COUNTY OF tI+ 5 CO
The foregOing instrument was acknowledged
before me this 'l--~ '1-., , 19 9r by
f it-tZs ON A- u>{ k rJ~
who is personally known to me or who has
produced
as identification and who did/did not
ta~~hA- . ~
(S:J;vnatur!).1l J1 /" 11 /" .
VrLu-.(-; 1-.t ( ~'::t(;>'.7tL-
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
STATE OF FLORIDA 11
COUNTY OF V,^- ~ c..-O
The foregoing instrument was ackn~ledged
before me this 2-- Z 1 , 19 9lf by
P (211->(),J AL-v'( t:J./~
who is personally known to me or who bas
produced
as identification and who did/did not
tak~~thl4 . ~
(S~rl;J~ A . fJ <:; e Ii L
(NI~~ Typed, Printed or Stamped)
NOTARY PUBLIC
BRUCE A. ASBE'.
Notary Public. State of Florida
r-Ay CDmm, l:1xpires June :22. 1998
Comm, No, CC :~86272
8RUCE A. ASBft
N tory Public, St'itS 01 Fli,)r; ~.~
My ~rnm. expir~.3.h.mr 2.'~ hlitt8
Comm. No. CC ~Sb..d2--