HomeMy WebLinkAbout01-0752
BUILDING PERMITN~
0752
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
n 5()
~ l'
BUILDING
Date
/ (- 19 - 0/
ElEC~
PLUM~-
MEC~~L
Sewer Conn
Water Conn:
Property Owner: 10 c.~h ~d !:1Jt{ f /J1arr , Water Meter:
Job Address: 3-5 ex. / P -€-r /('~ nT J ~, A-<ftZ'3:"J- E W\.""""Y(cf /?;{Jtt T.I.F,'s:
Parcell.D. #
Zoning:
Description of Work
. I E~rgy Code:
S~ / 5cv~ ~W\
Radon Gas:
~.IO
FINAL
~"6-01
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector WL. .
City license Registration #
State Certified license#
Permit Fee
YSignature
Company
Address
,XTelephone# tI/ - 7/)"- -?5:2J
Valuation or
Contract Price
'-f ,~L( 00
Ilfo2 1/1//,.,.".
BUILDING
ELECT~l
/
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
PlU~G
,/
ME~AL
"
Ftr. /I~ e?fJ -0 I ~'1
Pre SlB
lintel
FRM.
Insul. CL
WL
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 Twenty Five and 00/100 Dollars ($25.00) 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.
OWNER'S NAME /fe..Au~ MtI~t?u
JOB SITE ADDRESS .)~ j'32- ;;;:-h1ero/( 4:~
CITY OF ZEPHYRHILLS PERMIT APPLICATION ( C~0~:i ((-/5'~~i r/-
\.......
BUILDING DBPARTMENT 5335 8~ STRBBT ZBPHYRHILLS, FL 33540 ---_____
Phone:813-780-0020 Fax:813-780-0021 ;.j
DATB RBCEIVED /J~ 7-10/
PLANS REVIEW FEE
LEGAL DESCRIPTION: LOT(S) ~ BLOCK ~ SUBDIVISION
PARCEL ID # '";;2(-.:2(;-;2/- OC/(.O - CJt9~?o~_ D:;(3 ~ (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: Bmw CONSTRUCTION 0 ADDITION o ALTERATION 0 REPAIR 0 INSTALL
PHONE CONTACT 'gl] -9; 3 ""9/~
:36~/ /9~t ~.
~
DSIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
DMULTI - FAMILY
0# OF UNITS
o MOBILE HOME
o COMMERCIAL
o INDUSTRIAL
o SWIMMING POOL
o OTHER
DESCRIPTION OF WORK
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
:5 /Jel 5~
/lJ X9/
. ,
~
SQUARE FOOTAGE :2 I ()
HEIGHT
(to I
BUILDING SIZE
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
~DING
$ '/3:;(, tJEJ
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
D FLORIDA POWER
D W.R.E.C.
o PLUMBING
D MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
D ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREA 0 YES
o NO
BUILDER
COMPANY
STATE CERT OR REGIST
CITY PROCESSING #
******************************************************************
ELBCTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBBR
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
MECHANICAL
******************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHBR
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to ~deed restrictions" which'
may be more restrictive than City regulations. The undersigned assumes responsibility for
dompliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may 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 may be cited for a misdemeanor
violation under state law. If the owner or intended ,contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, 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
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of ~Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
~nd Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the ~owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is
understood that a drainage plan addressing a ~compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO ER: YOUR FAILURE TO RECORD A NOTICE OF CO
PAYING I E FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU
WITH Y LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
$2,50 VALUE DO N NEED T RECORD AND POST A ~NO
ULT
R
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
Before me this _ day of __ 1!L-
by
(name of person acknowledged)
Dwho is personally known to me, or
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _day of
by
acknowledged
19
(name of person acknowledged)
[1ho is personally known to me, or
of identification)
take an oath.
o who has produced
(type of identification)
and who Ddid Diid not ta~e an oath
o who has produced
(type
and whoD did Ddid not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
"
--, ,4 TDL Al\fWL,
. L~T '2~z-
~~) p~)l\jTh..
SL+P-D/ ~ ~
.r-
.
SIQ. FI!!l' ~
..
,- '..au.... ...-- t
. .
OTIEIAIII!A r7-~__
..,
"
-
WJlA1'ICN S
, ,
.
.'}
-- s ro7;SD
.
- .
- Os
t'
J-l-6 "'?R R s t, {O
,
Tl P"S {.
N ji('
I
--r;;r;-P>-L
. 'ff
(~ql ~o
..
~'""""" .,.;,~,( ,'e4~'<''-'~~'''''''''~'1iM'' "'''i''''',_."," :.,:;;..._"~,,.,,~ ,'.-..".,"...,'........ _'~...., ".,_, ..."..,-"..'''__ ." _-., ~i;&>',.
'v::..,y,..,
PROPOSAL
A to Z Aluminum
(813) 715-7523
Zephyrhills, FL
No.
Date
Sheet No,
,(~:
Name / \
I .'
k,:;.)r'c/
F~/"'~ f>r'''';--;
/'/ (;:;; l!'f/'1-i'PPf
Work To Be Performed At:
/ " J-:;z%;r; -< _,
/,(,/--r ;:.?- ..--,' c:;,-
Pro 05al Submitted To:
.,,-, .l./" r... ~,
../." e..f' ," /';:?/-:;: ~ /,';d;,/;h:,Ax:?-"
~;'~ ,P';.-' -,
Street
Street
'- t/: I/.
City ;:..:::.:.-,- 1', / I; $
Phone .",%/~? - 5-6 3 - <9/'7(;;,
State rL. .
City
State
Date of Plans
Architect
We hereby propose to furnish the materials and perform the labor necessary for the completion of
- /:1 /0. ,,/,;/ ..' - 7. . /'
....,,736./:.....-;. L:::Jf':Z L,bkc? /;r;:.. c:cr(7'>k.c5 -;;:;-. ~~~/"CX- E,'c;./_.
LJ f' t:'J.tv/ ~7'6 ,::-:7;( <<:,/ ,A;~c /c/,(.,: b 7;;- ';d ~~:, ~~
~ ~7'-
.4 c.:./ -'? ..) (' / () C7
/ -) c.'ft'" 7 .
''jrl'l4. '
1/' 0'""'T'-) / &,'1 Y ~ D
t _ vp. C7' ,~_ .
'- I', ~. J co
(~ ('JJ7Jfld;', J.f J,.-;/ .G2jZ,
c{)j/:x'dL/ ld/q~J<<i
t
/1 J' J) /T
,~J~?qd .-J c' c k. L~6/ .'
;//'-"-:'--<
v/ /.1 ..
,.Fi ( ~.-'
/.j -r __-
I /:. ,,/?,-/;'" ,,'" r' /
'. ,/,6'/ It {./ (. ,
/"
-( iC;r-
/,/ / ~-'-'- p"" __r,'"
_Slfc.-'-?f:!._ -I'._~") C ('-,~ e /-,,, .lYL,~ c:'# 1)----
./
c/) ./30 t1r s'
Any alteration or deViation from above specifications involving extra
costs. will be executed only upon written orders, and will become an
extra charge over and above the estimate. All agreements contingent
upon strikes. accidents or delays beyond our control. Owner to carry
fire, tornado and other necessary insurance upon above work. Work.
men's Compensation and Public Liability Insurance on above work to be
taken out by
All material is gl,larl:mteedto be as specified, and the above work to be performed in accordance with the drawings and
specifications submitted for above work and completed in a substantial w~~like manner for77h . of
./,' Dollars [$ I 1
/.1' 1,/ .J
with payments to be made as follows: f' /,/ / ./
If/' // d /1,//'
r .F',.... /'
Respectfully submitted &~j7.'~~'/ft',/--""""-"""~'"
Per
Note-This proposal may be withdrawn by us if not accepted
within days.
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted, You are authorized to do the work as specified.
Payment will be made as outlined above. ,
Signatu/X
Date Signature
.'9J'ops FORM 3850
DUPLICATE
MADE IN U.S.A
II"
,
i
('A
'\
,
l,~'
I...
<I "'-,'
r' f \J
.,.t. \
,I" I
,)~~, ,
'-., I
( " I
I
i
I
I
i
1
-I
I'
j
.~
:..
\'-~
r,
(;
'-
"
"J
.,'
"J
...
.
q
['
)~ \
,'-
..t~
_..~,:>
I
I i
I I
I !
Ai:' ,~
\' .
.'l(J j','
1'0.1 n
\ \ \ I
( " '\
1 c:-
~ s;;;: , ~6
1 Il . \/;!)
/f ( ^"?
I ,J ,.~- ,~J
, ) ,/r
.:\
,y\ r )) J
,,,,\ ,.' ') I
' I
7'. .
~~~~ . . <> ~-,
~--~\I'lfu1W. "'"' l,I,U"".1 \... ;l'.:~ (ttZ'Ifd,......l,
.,.t"'::: __ "'r-r
CIl9lt SI_BiI\Ul\l\1l, PUlII\lll.' ~ Ii
1A(ClIIIlICL w NlIl CITf 9f 1fJII'lIIIl
_en. ~()
, ./1 ",/'
f\ v'
,\ ~/
~) ;~~-
-~-----
/
1-
, \
\
\
\
\
r..)
\....
,I
,...'.
(\
(A
rf'
1'" \ 1':\
')
'")\ \.,.1,
'1.:'
1\'
~;] i'j
;5>
,~, //
'~
>~
~", --{if>'
--'<0-,:'-
;::%1:~~~:~ '
;( '1) (. '1)'/ '.'
.-' ,,...,It. I.
/'
j!~ c;
J i )-
__"'__._ Y I
-1i I!
I"
O\~f; M
,~_ ,I III
,ItTJ'-:;-:-i...Tl~ .
\ .,(JLJ.'...f',j"
? 7 (/ /71'-'-
_ /1 11-' i (1f i-,ff) .0" 8
..-1
-.?
l/ cf '" .,., .-cf .JJ "-.-. -
Ir. - a . " ( / ..L ('f { ........ --.->
/' Cl ~? ~- ( f4 V r-, I ."-
. '.' v b '( :=; .-
" /
----- -_._--------~. .--"
I )' -
T _1=TT- -
T.. rT-l- -
l'
...____ . 'J\.
'..- ------.. . \ '
-----_1
/)11 V !
~;r-Y~,) ~~;;;- <.-.---
I~I ,/ (j
Q- c;
- - rt'
tr .
.:::7 ,....{. C-". ..---/
. ,l.l \l {
/ ~-)(1' ,
.__.' ( ,"/ :1..j
~. _____ t.
l'. :<Z. V
C ,L () '(
,
, I
I,
\ \
\ I
i 1
\ '
.
, \
. '~,
,>
A.... C'-T
":',
....',.
"''''''''
",<'-.,
",'-.
'~"
'-..
'i'~<,
I' ""'~'",
'...'....
,)
")
/),,- ["! ') .
l L:. ;'--- . l () /
J. J') /"-' /'
~~rrl \~<~
!', "~'"
'~(:~\ II t\ '1.\
'<., 1"1,','.' 51 , "j 1\
"<<,:) '\ '/ __--'I' .,' ,7"
" t.----
'\"1
<, II
'... 1'\::::;,.. II
.", ( "<~,i
"I '-.\.
''''f'''" ~~",
\ ' '
\
1/lr~)fL
--'- --- .
\'"
. ""'-"
I \,
'>11;)'
I :
I! ;
IIY
~1' ~
;
R C' j) LeI" ;: /
,",,' I' ,'-
.'J -' ,-5"- c, J
"/) , ~. 7 [! J...-- --J-- " ~~--
/.' .' -' ~(J--- ,--
0\ /....-c. ';l-e.-C, ,<..._
"
,
i ,~
; i
I
!
i
I
I
I,
I~,:,
i \
I
I
, '
~
v
--- r-' ---- --!- --- ,
III I ; !,
-+ ; I ~
i
Ii' ! Jl i
I 'I'
I Y' ? ~;~ ~~li
: ,~=-~=-==t==---=
It ~ i
/2 f I
rutH
JO'
L
c/q-_,.-:--;. ,/(}U
Ji' ,-
."
1)/, J ,Pr"
v:./ l_
I
~\
I
1
I
I
f
I
i
I
I
!
)
i
I
.5 tfi!~'
,
/D
. I
I
I
\
q'
> l
L.. U-;~ 6'
./
........
elf
t"., ;\;
, !
r
()tJf1~
r
u
~
~
I
i
I
I
I
i 10 '. I 01 ,
I !
, ! j
I_I
.......-. -, " .;'~'"
'..... ..-j.-._:,' J '--..,
~~..,' / f"""/C 10...-
/ /
! C:J
:,;.' C-
/1 t:.cor d;u c
..
~
'/0 EiI~/h"';;?~r":,!;o,
# +
i I,
+----~---I-~
i <I j '\
'I (It , t
v " 'I
J ...1 j I' :, ..
I :y, tI'l j,-, 0?-' I
7~.bI'U I~Y I j r,l '/,11 1
"I I I
j J'-:~--~lj~---1 J
~-- r---L
I
~.
t
1
i
I
I
I
,
/1-
,I'
'~
I rr /
t 1 "
I' t
, l' I
Ii,
I I i
I I I I
, i I l'
I
/ _7.1
~ 1,;.-k:~'~
'\.
) D'
/
, f J
I
.s (l?d-
OJ)
. SECTION 2
w
a::
::)
I-
o
::)
a::
I-
en
I-
en
o
::I:
C!)
z
i=
en
X
w
SEAL
PAGE
A IT ACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SEE CONNECTION
DETAILS
(SECTION 7)
PAN OR COMPOSITE
PANEL
(SEE TABLES SECTION 7)
r
- .. ......-.
2 x 4 LUMBER #2 S.P.F.
(MIN.) OR
2" x 2" ALUMINUM MAY BE
SUBSTITUTED WITHOUT
HURRICANE CLIPS
FOURTH WALL FRAMING
WHERE REQUIRED
HURRICANE CLIPS FOR
WOOD (SEE PAGE 2-5)
2 x 4 TOP PLATE @ ROOF
{DOUBLE TOP PLATE IF
LENGTH OVER 16'
TOP PLATE P.T. OR WI
VAPOR BARRIER @
ALUMINUM ROOF
SHEATHING: 7/16" O.S.B.
OR 1/2" PLYWOOD WI
STUDS 24" O. C. OR
STRUCTURAL GRADE
THERMAL PLY WI STUDS
@ 16" O. C.
2 x 4 PRESSURE TREATED
PLATE WI 3/8" x 4-1/2"
CONCRETE ANCHORS @
4'-0" O. C. (SEE SlAB
DETAILS)
@ COPYRIGHT 2000
2-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEIT, P,E.
UTILITY SHED WALL SECTION
Lawrence E. Bennett, P.E.
CiVIL ENGINEER - DEVELOPMENT CONSUL TANT
P,O. BOX 4368, SOUTH DAYTONA, Fl32121
TElEPHONE (904) 767-4n4
FAX (904) 767~556
SCREEN, VINYL & GLASS ROOMS
SECTION 3
MINIMUM 3-1/2"
SLAB ON GRADE OR
RAISED FOOTING
(SEE DETAILS FOR
FOOTINGS)
~'LW-
FOR MAX.
UPRIGHT
LENGTI-f
1" x 2"
~ ROOF
I
..
J:
1
SELECT EDGE BEAM TABLE 3.1.1
AND 1 OR TABLE 3.1.2
VARIES NO MAX. (ELEV. SLAB OR ON GRADE)
TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING
* (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
ALTERNATE CONNECTION AT
FASCIA ALLOWED (SEE
SECTION 7 FOR DETAILS)
SOLID ROOF
LOAD WIDTH
FOR ROOF BEAM
rt= L~2l
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
L
O.H.
EXISTING
STRUCTURE
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
VARIES
L PVARIES-J
TYPICAL SCREEN I GLASS ROOM
NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4" x 2-1/4" CONCRETE FASTENER MAXIMUM OF
2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL WITH
#10 x 2-1/2" SHEET METAL SCREWS WITH WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW
2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND #10
SCREWS AND WASHERS.
.._.~
SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF PI2 OR P/2 +
O.H.
SELECT FOURTH WALL BEAM FROM TABLE 2.1.3 USING P/2
Lawrence E. Bennett, P. E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, Fl32121
TELEPHONE (904) 767-4n4
FAX (904)767-6556
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SEAL
PAGE
3-1
SCREEN, VINYL & GLASS ROOMS
ANCHOR RECEIVING CHANNEL TO
CONCRETE WI FASTENER (PER
TABLE) WITHIN 6" OF EACH SIDE
OF EACH POST @ 24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6 x 6 -10 x 10 W.W.M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
SECTION 3
2" x 2'" OR 2" x 3" POST
#8 x 9116" TEK SCREWS BOTH
SIDES
1" x 2-1/8" x 1" U-CHANNEL OR
RECEIVING CHANNEL
CONCRETE ANCHOR
(PER TABLE)
1-1/8" MIN. IN CONCRETE
ALTERNATE POST TO BASE CONNECTION DETAIL 1
ANCHOR RECEIVING CHANNEL TO
CONCRETE W/ FASTENER (PER
TABLE) WITHIN 6" OF EACH SIDE
OF EACH POST @ 24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC--:6 x 6 - 10 x 10 W.W.M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
2" x 2" OR 2" x 3" POST
#8 x 9/16" TEK SCREWS BOTH
SIDES
1" X 2-1/8" X 1" U-CHANNEL OR
RECEIVING CHANNEL
CONCRETE ANCHOR
(PER TABLE)
1-1/8" MIN. IN CONCRETE
ALTERNATE POST TO BASE CONNECTION DETAIL 2
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSULTANT
P.O, BOX 4368. SOUTH DAYTONA, Fl32121
TELEPHONE (904) 767-4174
FAX (904) 767~56
SEAL
PAGE
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
3-9
SECTION 3 SCREEN, VINYL & GLASS ROOMS
Table 3.1.2 Allowable Beam Spans - Hollow Extrusions for Screen
and I or Vinyl [Open] Rooms with Solid Roofs
Aluminum Alloy 6083 T-6
Wind Zone
102 MPH T 110 MPH T 120 MPH I 130 MPH I 140 MPH I 150 MPH
ADDIIed Load
17 # I 8ft. FtJ 20111 SII. FtJ 24 .. 1 Sa. FtJ 28 # 1 Sa. FtJ 32 .. 1 Sa. FU37 .. 1 Sa. Ft
Load Width 3" x 2" x 0.045"
5' 6'-6- 6'-0- 5'-6- 5'-1- 4'-9- 4'-5"
6' 5'-11- 5'-6" 5'-0" 4'-8- 4'-4- 4'-0-
7' 5'-6- 5'-1- 4'-8- 4'-4" 3'-11- 3'-9-
8' 5'-1- 4'-9" 4'-4" 4'-0" 3'-9" 3'-6-
9' 4'.10- 4'-6- 4'-1" 3'-10- 3'-6- 3'-3-
10' 4'-7" 4'-3- 3'-11" 3'-7" 3'-4. 3'-1-
ii' 4'-4" 4'-1" 3'-9" 3'.5- 3'-2" 2'-11"
12' 4'-2" 3'.11" 3'-7" 3'-3" 3'.1" 2'-10"
Load Width 2" x 3" x 0.045"
S' 6'~9- 6'-3" 5'-9" 5'-3- 4'-11" 4'-7"
6' 6'-2- 5'-8" 5'-3" 4'-10" 4'-6" 4'-2"
7' 5'-8" 5'-3" 4'-10" 4'-6" 4'-2" 3'-10-
8' 5'-4" 4'-11" 4'-6" 4'-2- 3'-10" 3'-7"
9' 5'-0- 4'-8. 4'-3" 3'.11- 3'-S" 3'-5-
10' 4'-9" 4'-5" 4'.1. 3'-9- 3'-6. 3'-3"
11' 4'-6- 4'-2- 3'-10" 3'-7" 3'-4" 3'-1-
12' 4'-4" 4'-0" 3'-8. 3'-5" 3'-2" 2'-11"
Load Width 2" x 4" x 0.050"
S' 10'-1" 9'-5" 8'-7" 7'-11- 7'-4" 6'-11"
6' 9'-3- S'-7" 7'-10" 7'-3- 6" -g" 6'-3-
7' 8'-7" 7'-11" 7'-3" 6'-9" 6'-3" 5'-10"
8' 7'-11" 7'-5- 6'-10. 6'-3" 5'-10" 5'-5"
9' 7'-6" 7'-0- 6'-5" 5'-11" 5'-6" 5'-2"
10' 7'-2" 6'-8" 6"-1" 5'-7" 5'-3" 4'-10-
11' 6'-10" 6'-4- 5'.10" 5'-4" 4'-11" 4'-8"
12' 6'-6- 6'-1- 5'-7" 5'-2" 4'-9" 4'-5"
Note:
Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H.
wind load requirements to the above upright sizes increases the strength so that additional framing is not required.
Tables assume extrusion oriented with longer extrusion dimension parallel to applied load.
. ..........,.-.
Lawrence E. Bennett, P.E.
CIVIl ENGINEER - DEVB.OPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA, Fl32121
TElEPHONE (904) 787-4n4
FAX (904) 787~
SEAL
PAGE
3-18
.
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E,
SCREEN, VINYL & GLASS ROOMS
SECTION 3
Table'3.2.2 Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
3" x 2" x 0.045" HolloW Extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 130 M.P.H. I 140 M.P.H. I 150 M.P.H.
Width ADDlled Load
8 # /Sa. Ft. 9 #lSa. Ft. 10 1Il/Sa. Ft. 12 #ISo. Ft. 15 #lSq. Ft. 16#1Sa. Ft.
36" 12'-6" 11'-8" 10'-8" 9'-10" 8'-11" 8'-6"
42" 11'-r 10'-9" 9'-11" 9'-1" 8'-4" 7'-11"
48" 10'-10" 10'-1" 9'-3" 8'-6" 7' -g" 7'-S"
54" 10'-3" g'-6" 8'-9" 8'-0" 7'-4" 6'-11"
60" g'-8" g'-o" 8'-3" 7'-r 6'-11" 6'-r
66" 9'-3" 8'-7" 7'-11" 7'-3" 6'-8" 6'-4"
72" 8'-10" 8'-3" 7'-r 6'-11" 6'-4" 6'-0"
78" 8'-6" 7'-11" 7'-3" 6'-8" 6'-1" S'-g"
84" 8'-2" 7'-7" 7'-0" 6'-S" S'-10" S'-7"
90" 7'-11" 7'-4" 6'-9" 6'-2" S'-8" S'-S"
2" x 3" x 0.045" Hollow extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 130 M.P.H. I 140 M.P.H. I 150 M.P.H.
Width ADD lied Load
8 # ISa. Ft. 9 # ISa. Ft. 10 lIlISq. Ft. 12 lIlISa. Ft. 15 # ISa. Ft. 1611l/Sq. Ft.
36" 14'-3" 13'-3" 12'-2" 11'-2" 10'-3" g'-g"
42" 13'-3" 12'.3" 11 '-4" 10'-4" 9'-6" 9'-0"
48" 12'-4" 11'-6" 10'-7" , 9'-8" 8'-10" 8'-S"
54" 11'-8" 10'-10" 9'-11" 9'-2" 8'-4" 7'-11"
60" 11'-1" 10'-3" g'-S" 8'-8" 7'-11" 7'-6"
66" 10'-r . 9'-10" 9'-0" 8'-3" T-r 1'-2"
72" 10'-1" g'-S" 8'-8" 7'-11" 1'-3" 6'-10"
78" 9'-8" 9'-0" 8'-4" 7'-r 6'-11" 6'-7"
84" g'-4" 8'-8" 1'-11" 7'-4" 6'-8" 6'-4"
90" g'-o" 8'-S" T-9" 1'-1" 6'-6" 6'-2"
2" x 4" x 0.050" Hollow extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 130 M.P.H. I 140 M.P.H. I 150 M.P.H.
Width ADD lied Load
8 # ISa. Ft. 9 # ISa. Ft. 10 lIlISa. Ft. 12 lIlISa. Ft. 15 ./sa. Ft. 16 lIlISa. Ft.
36" 19'-r 18'-2" 16'-9" 15'-4" 14'-0" 13'-4"
42" 18'-1" 16'-10" 1S' -6" 14'-2" 12'-11" 12'-4"
48" 16'-11" 1S'-9" 14'-6" 13'-3" 12'-2" 11'-6"
54" 1S'-11" 14'-10" 13'-8" 12'-6" 11'-S" 10'-10"
60" 1S'-2" 14'-1" 12'-11" 11'-10" 10'-10" 10'-4"
66" 14'-S" 13'-S" 12'-4" 11'-4" 10'-4" 9'-10"
72" 13'.10" 12'-10" 11'-10" 10'-10" 9'-11" 9'-S"
78" 13'-3" 12'-4" 11'-4" 10'-S" g'-6" 9'-1"
84" 12'-10" 11'-11" 10'-11" 10'-0" 9'-2" 8'.9"
- SO". 12'-4" 11'-6" 10'-7" g'-8" 8'-10" 8'-S"
Notes:
Glass Rooms: The addition of aluminum frame windows with glass panes that are designed
to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so
that additional framing is not required.
Using screen panel width '"W" (See typical glass room drawing.), select upright required
from the maximum height allowed for each extrusion.
Screen Splines on 3" side. extrusion tumed with 3" side parallel to sole plate.
Lawrence E. Bennett, P. E.
CML ENGINEER - DEVELOPMENT CONSUL TANT
P,O. BOX 4368. SOUTH DAYTONA. Fl32121
TELEPHONE (904) 767-4774
FAX (904) 767-0556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E,
PAGE
3-21
SOLID ROOF PANEL PRODUCTS
SECTION 7
r
=
C')
Ll
48"
1.0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM ALLOY
PATENT # 4,769,963 AND 5,086;599
SNAP - N - LOCK PANEL @
1
Table 7.4.1
Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels
Allowable Spans for Composite Roof Panels @ Various Loads
Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S.1# Density
Manufacturers Proprietary Products:
3" x 48" x 0.019" Panels
Open Buildings Enclosed BUildings
Wind Applied Overhang Condition Wind Applied Overhang Condition
Region Load NONE 1'.0" 2'.0" 3'.0" Region Load NONE 1'.0" 2'.0" 3'.0"
102 M.P.H. 17 14'-7" 14'-8" 15'-1" 15'-9" 102 M.P.H. 30 10'-11' 11'-2" 11'-8" 12'-6"
110 M.P.H. 20 13'-6" 13'-8" 14'-1" 14'-9" 110 M.P.H. 35 10'-2" 10'-5" 10'-11' 11'-10'
120 M.P.H. 24 12'-5" 12'-6" 13'-0" 13'-9" 120 M.P.H. 41 9'-4" 9'-7" 10'-2" 11'-1"
130 M.P.H. 28 11'-5" 11'-7" 12'-1" 12'-11' 130 M.P.H. 48 8'-8" 8'-10" 9'-6" 10'-6"
140 M.P.H. 32 10'-7" 10'-9" 11'-4" 12'-2" 140 M.P.H. 56 8'-0" 8'-3" 8'-11" 10'-0"
150 M.P.H. 37 9'-11" 10'-1" 10'-8" 11'-7" 150 M.P.H. 64 7'-6" 7'.9" 8'-6" 9'-7"
3" x 48" x 0.024" Panels
Open Buildings Enclosed BUildings
Wind Applied Overhang Condition Wind Applied Overhang Condition
Region Load NONE 1'.0" 2'.0" 3'.0" Region Load NONE 1'.0" 2'.0" 3'.0"
102 M.P.H. 17 16'-4" 16'-5" 16'-10 17'-5" 102 M.P.H. 30 12'-4" 12'-6" 12'-11 13'-9"
110 M.P.H. 20 15'-2" 15'-3" 15'-8" 16'-4" 110 M.P.H. 35 11'-5" 11'-8" 12'-2" 12'-11'
120 M.P.H. 24 13'-11 14'-0" 14'-5" 15'-2" 120 M.P.H. 41 1 0'-6" 10'-8" 11'-3" 12'-1"
130 M.P.H. 28 12'-10 12'.11 13'-5" 14'-2" 130 M.P.H. 48 9'-8" 9'-11" 10'-6" 11'-5"
140 M.P.H. 32 11'-11 12'-1" 12'-7" 13'-4" 140 M.P.H. 56 8'-11" 9'-3" 9'-10" 10'-10'
150 M.P.H. 37 11'-1" 11'-3" 11'-10' 12'-7" 150 M.P.H. 64 8'-5" 8'-8" 9'-4" 10'-4"
3- x 48" x 0.030" Panels
Open BUildings Enclosed Buildings
- - Wind Applied Overhang Condition Wind Applied Overhang Condition
Region Load NONE 1'.0- roO" 3'.0" Region Load NONE 1'.0" 2'-0" 3'.0"
102 M.P.H. 17 18'-10' 18'-11 19'-3" 19'-9" 102 M.P.H 30 14'-2" 14'-4" 14'-9" 15'-5"
110 M.P.H. 20 17'-5" 17'-7" 17'-11 18'-5" 110 M.P.H 35 13'-2" 13'-4" 13'-9" 14'-6"
120 M.P.H. 24 15'-11 16'-1" 16'-6" 17'-1" 120 M.P.H 41 12'-1" 12'-3" 12'-9" 13'-6"
130 M.P.H. 28 14'-9" 14'-11 15'-4" 15'-11 130 M.P.H 48 11'-2" 11'-4" 11'-10 12'-8"
140 M.P.H. 32 13'-8" 13'-10' 14'-3" 14'-11" 140 M.P.H 56 10'-4" 10'-7" 11'-1" 11'-11'
150 M.P.H. 37 12'-9" 12'-11' 13'-5" 14'-2" 150 M.P.H 64 9'-8" 9'-10" 10'-6" 11'-5"
Note: Total roof panel width = room width plus wall width plus overhang.
~
BTRUCTALb
.uILDINCI ..,.T.M. I
350 BURBANK. OLDSMAR, FL 346n-4906
LOCAL. (813) 855-2627
NATIONWIDE 1-800-969-3706
FAX 813 854-2802
Lawrence E. Bennett, P. E.
CML ENGINEER - DEVELOPMENr CONSUl TANT
P,O. BOX 4388, SOUTH DAYTONA, Fl32121
TElEPHONE (904) 787Jon4
FAX (904) 787-6556
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT. P.E.
SEAL
PAGE
7-35
I 111111 11111 11111 1111I 11111 11111 1111111111 11I11 1lUIIIII 1111 .
2001157027
X 1. Description of Property: Parcel No.
X 3s-:l/ ~"/dcT .if?
(Legal descript10n
NOTICE OF COMMENCEMENT
State of n County of Fd:5co
. ,
THB ImDERSIGNED hereby gives notice that improvement will be made to c~rtain
real property, and, in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement:
:;19'-'? ~, ..;2/- cN/~ ~ C70~~~ 0';: 3' Z
Repl: 542928
DS: 0.00
11/09/01
Ree: 6.00
IT: 0.00
Dpty Clerk
2.
of the property and street address if available)
~ 11..._., / ~ _ ^~ /7'~ /J /~.- 1"1/7
General Description of Improvement ~/~~ ~"~R" ;-rL/~."
,x'
u4~t4
City 2- ft/S
State T:2 -
;:. 3.
Owner Information: Name
Name of Fee Simple Titleholder:
(If other thgn owner)
JED PITT"AN~ PASCO COUNTY CLERK
11/09/01 0~:19pm 1 of 1
OR BK 4771 PG 433
Address
City
State
~. }. ~:2i).
ll' 'MI
;"1f6
Contractor: Name ;1% 2 - #Jc.t'I
Address /.:J!!d? ~/'.J.k LJ. City fk~g
State R.. _
3lf;t/f
5.
Surety: Name
Address
City
State
Amount of Bond: $
6. Lender: Name
Address
City
State
7. Persons within the State of Florida designated by Owner upon whom
notices or other documents may be served as provided by Section
713.13(1)(a)(7), Florida Statutes:
Name
Address
City
State
8. In addition to himself, Owner designates
of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
9. Exp~ration dete ot Notice ot Commencement (the expiration date 1s 1 year
fr0m the date of recording unless a different date is specified.)
Sworn to and subscribed before me this
day of
-A/tvtmbcr
-_.", "
/)f" Lf7
')(- Signature of Owner: (" ~J-U
M J.fJ6/ .
Notary Public:
My Commi.ssion Expires:
PC9305304B