HomeMy WebLinkAbout02-1371
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N!!
1371
SO
(p1'~"
BUILDING
(813) 780-0020
Date
7- :<.(,-o~
Property Owner:
Job Address:
Parcell.D. #
Zoning:
Descriotion of Work
~..... A NICAL
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
E~ode: Rad~ Gas:
C ~.LrL/J1t. /.:n.u~ J '--,.vI (J 4. ./.t?4/
C?~
FINAL ? -(-t:?;;).
NO OCCUPANCY BEFORE C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Valuation or
Contract Price
f 1ft ,~&3'
LU
Inspector
rj..ftJ J?C
City license Registration # ~;J~
State Certified license#
Company
Address
~~ 7gg--S3/'1
7. F 5 ()0vn?
UILDING
ELECT~'
,.,
PLUM.B..NG.....' MECHAI\.JlC /\l
---- ~
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Breakers
Ducts Insl.
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
Ftr.
Pre SlB
lintel
FRM.
Insul. Cl
WL
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.
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
6JW~ ~ ~j~~~(
~-, 1 ' ,;~ (f., tJ ~
DATE RECEIVED I
PLANS REVIEW FEE
OWNER'S NAME /1ary Rcdr'5tA..y?Z-
JOB ADDRESS fR'I3t./ Laurdwood (ur.
,
PHONE
Ze.?hyrJ",'1ls/ FI. 335tf /
SUBDIVISION S,.lv~r OCLIe'S
LEGAL DESCRIPTION: LOT(S)
BLOCK
PARCEL ID # 03-rl.lrrd./-OIO,O-OOOOO-O/OO
(OBTAIN FROM PROPERTY TAX No'rrCEl
PROPOSED
DSIGN
USE: ~GL FAMII.Y
o COMMERCIAL
14 ADDITION
o MOVE
o ALTERAT I ON
o REPAIR
o INSTALL
WORK PROPSED: DNEW CONSTRUCTION
o DEMOLISH
DWELLING
DMUJ}l'!-FAMILY
o INDUSTRIAL
0# OF UNI'fS
o SWIMMING POOL
o MOBILE HOME
o OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK tfl[,(..WL;nlitW\,., C5ere..~ l2ooWl..
BUILDING SIZE 10 K 31 SQUARE FOOTAGE a, 0
HEIGHT
7 ~3'/ u.,..( 81
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.
If{ BUILDING
o ELECTRICAL
o PLUMBING
o MECHANICAL
PERMITS REQUESTED
$
L/3~3. 00
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRuc'rrON: 0 BLOCK
o FRAME
o STEEL
ii OTHER
FINISHED FLOOR ELEVATIONS
I S PROJECT IN FLOOD ZONE AREA 0 YES
o NO
SIGNATURE
COMPANY R...T. \~ AI ~(~"l ~
~ ,/.2. ;J STATE CERT OR REGIST #
I ~~ ^" ~- CITY PROCESSING # 334
** **************************************************************
BUILDER
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
***********~******************************************************
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*************************,~***************************************
',;ON.uJ.'~' ),uN.:' U!,' ~'.~a~.l'1J.'.I.' l\r.'I'}, U;\'J ,1.'1.'
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
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a cont~actor 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 lIe is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTA'l'ION IMPACT F'EES AND UTILITY CONNECTION FEES
D. CONS'l'RUCTUION IJIEN LAW (CHAP'J'ER "713, F'I,ORIDA STATUTES, AS AMENDED)
I certIfy that I, the applicant, have been provided witll a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and 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. CONTRAC'l'OR' 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 develo~nent 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 cOImnenced. 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 OWNER: YOUR FAII,URE TO RECORD A NOTICE OF COMMENCF.MENT MAY RESUTJT IN YOUR
PAYING TWICE F'OR IMPROVEMENTS '1'0 YOUR PROPERTY. IF' yOU INTEND TO OBTAIN FINANCING, CONSULT
IUTfl YOUR LENDER OR Nl A'fTORlaEY BEFORE RECORDIHG YOUR nOTICE Qf' CfDfFJlCmEffT.. J08S UMf)E~
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF' COMMENCF.MENT".
s~~~{j~ Ys~)j)~
STATE OF FLORID~
COUNTY OF ra..5CO
The foregoing instrument was acknowledged
Before me th~~t'\iay of .3 L-t.-l'j ,;ZW';1.
by Ronald:.J. V l cj::.e~
M __ (name of person ac nowledged)
~ho is personally known to me, or
Dwho has produced
(type of identj fit ; tlon)
and Ddid not e an oatIL.
T
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged '
Before ~this d-.r-qay of '"\~'" ,~~
by naPJ..... V I c....k..~----t--- --
t:I: (name of person acknowledged)
~o is personally known to me, or
'POL5C-O
_...~p."
ty~i'~?(~,z:
~""/i~"'~
:.: }*=
~.,,\ /~~
..,~~ti"f\~'''~ BONDED THRU
"'" ".., ATLANTIC BONDING CO,. INC,
\\\1', .
typed, =:1 ' ,~= ofi?miss1\:l 0956
~~, /~~ Expires NOV. 15, 2002
",?ftH...~'" BONDED THRU
''''"',' ATLANTIC BONDING CO,. INC,
Name
PROPOSAL SUBMITTED TO:
/ ~ cI /<:./ Gte
NAME: ~
STREET. /YJ~ i~o\J\Z\ b~ ~
6~ 3~_ LA-v..ft.<C I v...~(}Q
CITY: L (
~ f 14 l . ~
STATE: c-e.L\ <;Yb- 17 Vb
.2. (6' LNA l\. S
I
~vJ~11
(~ r)
, 0 0
~ - jJn-- I
RJ's ALU~NUM
MASONRY CONTRACTOR
37912 7th Avenue
Zephyrhills, Fla. 33541
Phone: (813) 788-3741
We hereby submit specifications and estimates for:
/0";<1 ?I
'~Yd- - JPf /O~
:2 \)0 () /\-S
( ft\ T \:>0 () "---
/ 0 <J
;L ;L flU
.IAJC l V /) tS
.>T OL '" c.-+'-". r " \
C;'U rtl:!J( ~ ])OU' /(;.) S p>c VI;>
p'~
f(ud~
~ J
C2--::'----
-----
:iLfJb
ex /'5T/;,}7
~ /()r-/lt;;W
L(t303,dJ
11,'u :I#eLuDeS L/9&/L; !h/J-Tlm,N2 J fOl#/T
~ '1/1. t1//J~j(~AJlZ! L'J,A/ /~/C~//?rJ-AISA7
We hereby propose to furnish labor andzterlalS - complete In :CCOfdance with the above specifications, for the sum of:
~ -UIIIJAnd ~. uJJ Mf!tw , doll.~ " 1'.310 {J~ I wOh po...- to" mod... follow.
$!5IJOJ){J DDIJIAJ/ JJ6.flwt.lL "YXl ~~~
AuthorIZed Signature '
ACCEPTANCE OF! PROPOSAL
The .bove price., .peclflcatlons .nd condttlona ... hereby accepted. You ... .ut'-lzed to do the wort .. apecIfIed, Payment will be made ..
outlned .bove.
"- t. ~ >n ~~,,-~
Slgnatu..
ACCEPTED: ,
/)/ddltJ}
/ I
Oal8
SILVER OAKS
PARCEL ID #: 03-26-21-0190-00000-0100
78'
PROPOSED
SCREEN ROOM
10' x 31'
XISTING
LAB 10x31
EXISTING HOME
6434 LAURELWOOD DR.
68'
12'
155'
DATE
eUILClING
:E
o
~
Z
1.1.I
~
U
en
Cl
1.1.I
en
o
Q.
~
Q.
'0
2
"il
c
Qli
Q..
Q)
""
,."
o
Q..
E
o
u
M
1::
.,
...,. '^ Q..
...,.~ Qli
q(.l) 0
NO '"7
~Q. M
rn
W
I-
~
....J
Q.
::.:::
io!.O!
~::.:::
o
(Y)
Z
o
~
~
>
W
....J
W
::.:::
u
~
m
:I:O:)(.I)W
WX_(.I)I-_ZC>
1
'? --+
~
o
~
5
~
~
>
W
....J
W
W
Q
(.I)
SCREEN. VINYL, GLASS & MODULAR ROOMS
INTERIOR BEAM
TABLE 3.1.4 OR 3.1.5
ALUMINUM ROOF SYSTEM
PER SECTION 7
SECTION 3
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS
CARRIER BEAM POST
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
\-
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM (SEE TABLE 3.1.6
FOR SCREEN ROOMS OR
TABLE 3.1.7 FOR GLASS
ROOMS)
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
r=
r
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
\,--,
Lawrence E. Bennett, P. E.
CNIL ENGINEER. DEllELOPMEHT CONSUL rANT
P.O. BOX 4368, SOUTll DAYTONA. FL 32121
TELEPHONE (386) 767-477~
FM (386) 767-6556
SEAL
PAGE
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WI rHO\1T Tl'
fEN PERMISSION OF LAWRENCE E. BENNETI, P,E,
3-1
SECTION 3
ALTERNATE CONNECTION
DETAIL 1- x 2- WITH
(3) #10 x 1-1/2- S.M.S. INTO
SCREW BOSS
(2) #10 x 1 1/2- S. M. S. INTO
SCREW BOSS
ANCHOR1-x2-PLATETO
CONCRETE W/1/4- x 2-1/2-
CONCRETE ANCHORS WITHIN
6- OF EACH SIDE OF EACH
POST AND 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
SCREEN, VINYL, GLASS & MODULAR ROOMS
\
BEAM/HEADER
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
MIN. (3) #10 x 1 1/2- S.M.S.
INTO SCREW BOSS
1- x Z- EXTRUSION
1-118- MIN. IN CONCRETE
ALTERNATE HOllOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
SCALE: 3- = 1'-0-
ANCHOR1-x2-CHANNELTO
CONCRETE WITH
1/4- x 2-1/4-CONCRETE
ANCHORS WITHIN 6- OF EACH
SIDE OF EACH POST AT 24-
O.C. MAX. OR THROUGH
ANGLB AT 24- 0.0. MAX.
MIN. 3-1/2- SLAB 2500 PSI
CONC. 6x6-10x10 W.W.M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
HEADER BEAM
..J
CD CD
, .,. ':
.
(4) #10 x 1/2- S.M.S. EACH SIDE
OF POST
H-BAR OR GUSSET PLATE
2- x 2- OR 2- x 3- OR 2- S.M.B.
POST
MIN. (4) #10 x 1/2- S.M.S. @
EACH POST
1- x 2- EXTRUSION
1-1/8- MIN. IN CONCRETE
ALTERNATE PATIO SECTION TO UPRIGHT AND
PATIO SECTION TO BEAM DETAIL
SCALE: 3- = 1'-0-
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMENT CONSUL '''NT
P.O. BOX 4368, sount DAYTONA, Fl32,?1
TELEPHONE (386) 767~nl,
FAX (386) 767-M56
SEAL
PAGE
........)
e COPYRIGHT 2002
3.12 NOT TO BE REPRODUCED IN WHOLE OR IN PART V '1fT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 3
SCREEN, VINYL, GLASS & MODULAR ROOMS
Table 3.1.1-110 Allowable Edge Beam Spans. Hollow Extrusions
For Sc....n or Vinyl Rooms I Open or Partially Enclosed Structures
For 3 second wind gust at 110 MPH velocity; using design load of 19 t#lSF (32 t#lSF for Max. Cantilever)
AI I All
um num Oy 6063 T-6
2" :It 2" :It 0,0""''' 2" x 2" x 0.055"
Load Max. Span 'I.: , (bending 'b' or deftectlon 'd1 Load Max. Span 'L. , (bendl iii 'b' or deflection 'cr)
Width (ft.) 1 & 2 Span 3 Span .. Span Max. Width (ft.) 1 & 2 SplU1 3 Span .. Span Max.
CIU1t1lever Cantilever
5 4'''''" d 5'''''" b 5'.2" b 1'-1" d 5 4'-7" d 5'-8' d 5'-7" b 1'-2" d
6 4'-1" d 4'.10" b 4'-8" b 1'-0" d 6 4'''''' d 5'.3" b 5'.1" b 1'.1" d
7 3'-10" d 4'-6" b 4'''''" b 0'.11" d 7 4'-1" d 4'-11' b 4'-9" b 1'-0- d
8 3'-8" d 4'-2" b 4'-1' b 0'.11" d 8 3'-11- d 4'-7" b 4'-5" b 0'-11' d
8 3'-6' b 3'-11' b 3'-10" b 0'-11" d II 3'-9- d 4...... b 4'-2' b 0'-11' d
10 3'''''" b 3'.9" b 3'-8" b 0'-10" d 10 3'-7" d 4'.1' b 3'.11. b 0'-11. d
11 3'-2" b 3'.7" b 3'.5- b 0'.10" d 11 3'-6" b 3'-11" b 3'-9. b 0'-10. d
12 3'.1' b 3'.5" b 3...... b 0'-10. d 12 3'''''. b 3'-g- b 3'-7" b 0'-10. d
3- :It 2" :It 0,045- 3" x 2" :It 0.070"
Load Max. Span 'I.: , (bending 'b' or denectlon 'd1 Load Max. Span 'L' , lbendlna 'b' or deflection 'cr)
Width (It.) 1&2Span 3 Span .. Span Max. Width (It.) 1 &2 Span 3 Span .. Span Max.
Cantilever Cantilever
5 4'-9. d 5'-10. d 5'-11" b 1'-2" d 5 5'-8. d 6'.11. d 7'-1. d 1'-5. d
. 4'-6" d 5'-6" d 5'-5. b 1'-1" d . 5'''''- d 6'-7" d 6'-8. d 1'-4- d
7 4'-3- d 5'-2" b 5'-0" b 1'-1. d 7 5'.1. d 6'-3. d 6'-4. d 1'-3. d
. 4'-1. d 4'-10" b 4'-8' b 1'-0. d . 4'-10' d 5'-11' d 6'-1' b 1'-2' d
9 3'-11. d 4'-7" b 4'-5" b 0'-11. d II 4'-8. d 5'-B" d 5'-8" b 1'-2. d
10 3'-9' d 4'-4. b 4'-2' b 0'-11' d 10 4'-6" d 5'-6' d 5'-5" b 1'-1. d
11 3'-8. d 4'-2" b 3'-". b 0'-". d 11 4'''''' d 5...... b 5'-2" b 1'.1. d
12 3'-7" b 3'-11' b 3'-10. b 0'-1'. d 12 4'-3' d 5'-1' b 4'-11' b 1'-1. d
2" :It 3" x 0.045" 2" :It .... x 0.050"
Load Max. Span 'l.' , (bending 'b' or denectlon 'd1 Load Max. Span 'l.' , lbendlna 'b' or deflection 'cr)
Width (It.) 1 &2 Span 3 Span .. Span Max. Width (It.) 1 &2 Span 3 Span "Span Max.
Cantilever Cantlie".,.
5 5'-11" d 6'-11. b 6'.9. b 1'-6" d 5 B'-1" d 9'-7" b 9'-3. b 2'-0' d
. 5'-7" d 6'-5" b 6'.2. b 1'-5" d . 7'-7" d B'-9' b B'-5" b 1'-11' d
7 5'-3' b 5'-11. b 5'.9. b 1'-4' d 7 7'-3' d B'-1' b 7'-10. b 1'-10' d
8 4'.11' b 5'-.6' b 5'..... b 1'-3. d . 6'-9' b 7'-7" b 7'-4' b 1'-9. d
I -' .'-8- b !'-3- b !'~- b 1'-3- d . 8' -S" b 7'-7' b 6'-W b 1'-8" d
10 4'-5' b 4'-11" b 4'.9' b 1'-2' d 10 6'-1' b 6'.9. b 6'-7" b 1'-7" d
11 4'-3" b 4'-9" b 4'-7" b 1'-2. d 11 5'-B" b 6'-5" b 6'-3' b 1'.7" d
12 4'-0' b 4'-6" b "'-4" b 1'-1. d 12 5'-8' b 6'-7' b 5'-11. b 1'-8" d
-.J
Note:
1. NxNe spans do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam
connec:tIon to the above spans fOt'total beam spans.
2. Spans may be Interpolated.
SEAl.
Lawrence E. Bennett, P 'JE.
CML ENGINEER. DEVELOPMENT CONSUL rANT
P.O, BOX 4368. SOUTH DAYTONA. Fl32121
TELEPHONE (3lI6) 767~774
FAX (386) 767.$56
-.J
PAGE
3,,26
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOlE 0 IN PART \'\
r THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 3 SCREEN, VINYL, GLASS & MODULAR ROOMS
Table 3.2.1-110 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions
For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures
For 3 second wind gust at 110 MPH velocity; using design load of 12 fl/SF
Aluminum Alloy 6063 T ..
Trtbutary Load Width VI' . Purtln Spacing
Sections 3'.(1" I 3'-6" I 4'.(1" I 4'''" I 5".(1" 5"-6" I 6".(1" I 6"-6" I "'.(1" .,. .."
Allowable Height .ff" I bending 'b' or deflection 'If"
2"' x 2" x 0.044" Hollow T-11" d T.7" d T-3" d 6'-11" d 6'-8" b 6'-4" b 6'-1" b 5'-10" b 5'-8" b 5'-S" b
2"' x 2" x 0.055" Hollow 8'-5" d 8'.(1" d T-8" d T-S" d T-2"' d 6'-11" d 6'-8" b 6'-5" b 6'-2" b 5'-11' b
3" x 2"' x 0.045" Hollow 8'-10" d 8'-4" d T-11" d T-8' d T-5" d T-2"' d 6'-11" d 6'-9" b 6'-6' b 6'-4" b
3" x 2"' x 0.070. Hollow 10'-6" d 9'-11' d 9'-6" d 9'-2' d 8'-10" d 8'-7" d 8'-4' d 8'-1' d T-11" d T-9" d
2" x 3" x 0.045" Hollow 11'..(J" d 10'-S" d 1O'..(J" d 9'-7" d 9'-3" d 8'-11" d 8'-9' d 8'-6" d 8'-4' d 8'..(J" b
2" x 4" x 0.050. Hollow 14'-11" d 14'-3' d 13'-6" b 12'-8" b 12'-1" b 11'-6" b 11'..(J" b 10'-1" b 10'-2" b 9'-10' b
2" x 5" x 0.050. S.M.B. 20'.2' d 19'-1" d 18'-3' d 1T-r d 16'-9" b 15'-11' b 15'-3' b 14'-6' b 14'-2' b 13'-8' b
2"' x fI" x O.OSO" S.M.B. 23'-6" d 22'~' d 21'~' d 20'-6" b 19'~' b 18'-5" b 1T-6' b 16'-11' b 16'~' b 15'-9" b
Spans I heights may be Interpolated.
Table 3.2.1"120 Allowable Upright Heights, Chair Rail Spans or Header Spans" Hollow extrusions
For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures
For 3 second wind gust at 120 MPH velocity; using design load of 14 #/SF
Aluminum Alloy 6083 T-8
TrtbutBry Load Width W · Purtln SPKIng
SectJona 3'.0" I 3'-6" I 4'.(1. I 4'-6" I 5".(1" I 5'-6. T 8'.0" I 6"-6" I T.(I. I T-6.
Allowable Height 'H" I bending .b' or deflection 'd.
2" x 2" x 0.044. Hollow T-7" d T-2" d 6'-11' d 8'-e' b 6'-2"' b 5'-11" b 5'-8' b 5'-S' b 5'-3" b 5'-1" b
2"' x 2. x 0.055" Hollow 8'..(J" d T-7" d T-4" d T..(J' d 6'-9" b 6'-S" b 6'-2" b 5'-11" b 5'-8" b 5'-6" b
3" x 2" x 0.045. Hollow 8'-4" d T-11" d T-r d T-4' d T-1" d 6'-10" b 6'-6" b 6'-3" b 6'..(J" b 5'-10" b
3" x 2. x 0.070. Hollow 8'-11" d 9'-5" d 9'..(J" d 8'-6" d 8'-6" d 8'-1" d T-11" . d T-6' d T-6" d T~" d
2"' x 3. x 0.045. Hollow 10'-5' d 9'-11' d 9' -e" d 9'-2' d 6'-10' d 8'-1" d 6'-4" d T-11" b T-8' b T-5" b
2"' x 4. x O.OSO. Hollow 14'-3" d 13'~" b 12'-6" b 11'-9' b 11'-2" b 10'-8" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b
2"' x 5" x 0.050. S.M.B. 19'-1" d 18'-2" d 1T-4' b 16'-4' b 15'-6' b 14'-9" b 14'-2" b 13'-1" b 13'-1" b 12'-6' b
2" x fI" x O.OSO. S.M.B. 22'-4" d 21'-3' d 20'..(J" b 18'-10" b 1T-11" b iT-i' b 18'~' b 15'-6' b 15'-2" b 14'-1" b
Spans may be Inlerpolaled.
Table 3~,1"130 , Allowable Upright Heights, Chair Rail Spans or Header Spans. Hollow extrusions
Por Screen Room. or Vinyl Rooms I Open or Partially Enclosed Structures
For 3 second wind gust at 130 MPH velocity; using design load of 16 fl/SF
Aluminum Alloy 1I0f13 T ..
TrlbutBrv Load Width VI' . Purlln SRClna
SectioM 3'.(1" T 3'''. ., 4'.0. , 4.... 5'.0. I 5'''' T ...0. T ..... .,..0. , .,....
Allowable Hele ht 'w I bendlna "b' or deflection 'If"
2"' x 2" x 0.044. Hollow T-3" d 6'-11" d 6'-6" b 6'-1" b 5'-9" b 5'-6" b 5'-3' b 5'-1' b 4'-11' b 4'-9' b
2"' x 2. x O.OSS" Hollow NI" d T-4" d 6'-11" d 6'-8" b 6'-4' b 6'..(J" b 5' -s- b 5'-6" b 5'~' b 5'-2" b
3" x 2. x 0.045" Hollow T-11" d T-7" d T-3' d 6'-11' d 6'-8' b 6'-4" b 6'-1" b 5'-10' b 5'-8' b 5'-5" b
3" x 2"' x 0.070. HoUow 9'-6" d 9'..(J" d 8'-8' d 8'-4" d 8'..(J' d T-9" d T-7" d T-4" d T-2"' d T..(J" d
2"' x 3. x 0.045" Hollow 10'.(1" d 9'-6" d 9'-1" d 8'-9" d 8'-S" d 8'-1" b T-9' b T-6" b T-2" b 6'-11' b
2"' x 4" x 0.050" Hollow 13'-6" b 12'-6" b 11'-8" b 11'..(J" b 10'-5" b 9'-11' b 9'-6" b 9'-2" b 8'-10" b 8'-6' b
2"' x 5" x 0.050" S.M.B. 18'-3" d 1T~" b 16'-3' b 15'-3" b 14'-6" b 13'-10' b 13'-3' b 12'-9" b 12'-3" b 11'-10" b
2" x r x 0.050. S.M.B. 21'-4" d 20'..(J" b 18'-9" b 1T-8" b 16'-9' b 15'-11' 15'-3" b 14'-8" b 1<4'-2" b 13'-8" b
Spans may be Interpolated.
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMENT CONSUL rANT
P.O. BOX 4368. SOVTM DAYTONA. Fl3<121
TElEPHONE (386) 767....n4
FAX (386) 767-6556
SEAL
.,
PAGE
@ COPYRIGHT 2002
3-44 NOT TO BE REPRODUCED IN WHOLE 0" IN PART V' 'T THE WRITTEN PERMISSION OF LAWRENCE E. BENNElT. p,e.
_.__..~-
~.
J
SECTION 7
SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
#10 x 1-112- S.M.S. OR WOOD
000 SCREW (2) PER RAFTER
OR TRUSS TAIL
#10 X 314- S.M.S. OR WOOD
SCREW SPACED @ 12" O.C.
#8 x 1/2- oS.M.S. SPACED
@ 8" O.C. BOTH SIDES
,:,~', ',',,',:irl'~,:','::::
..........,;Z'a,......
,',','..,','~'W,'.',,'
'...... ',:..~:,9,:.~-:::' - ROOF PANEL
'-
ROOF PANEL TO FASCIA DETAIL
SCALE: 3- = 1'-0-
EXISTING FASCIA
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
FOR MASONRY USE
1/4- x 1-1/4- MASONRY
ANCHOR OR EQUAL @ 24- O.C.
FOR WOOD USE #10 x 1-112-
S.M.S. OR WOOD SCREWS @
12- O.C.
#8 x 1/2" S.M.S. SPACED
@ 8- O.C. BOTH SIDES
- ROOF PANEL
J
ROOF PANEL TO WALL DETAIL
SCALE; 3- = 1'-0-
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS.
SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE
HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4- WASHERS OR SHALL BE WASHER
HEADED SCREWS.
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH -t-. THE WALL
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL
WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH
ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED
ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A
MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE.
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMENT CONSUl TANT
P.O. BOX 4368. SOUTH DAYTONA, Fl 32 '21
TELEPHONE (386) 767~714
FN< (386) 767.os56
\
I
, ...../
SEAL
PAGE
7-4
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART \ 'ilTT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 7
SOLID ROOF PANEL PRODUCTS
Table 7.1.6
Allowable Spans for Industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3105 H-14 or H-25 1.0 EPS Core Density Foam
3" x 48" x 0.024" Panels Glass Rooms
Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I
Wind Mono-Sloped Roof Cantilever
Region ~ 3 4 1&2 3 ~ 1&2 3 4 1&2 3 4 All
span span span span span span span span span span span Roofs
100 MPH 9'-7" 10'.9" 10'-4" 17'-4" 19'-4 " 18'.9" 10'.11" 12'-3" 11'.10" 12'-S" 9'.11" 9'.7" 4'.0"
110 MPH 8'-9" g'.g" g'.S" 16'-6" 18'-6" 17'-10" 10'-0" 11'-2" 10'.10" 10'-9" 9'-1" 8'.9" 4'.0"
120 MPH 8'_0" 8'-11" 8'.8" 1S'-2" 16'.11" 16'.S" 9'.2" 10'-2" 9'-10" 9'-11" 11 '.1" 10'-8' 4'-0'
123 MPH 7'.10" 8'-9" 8'-S" 1S'-1" 16'-10" 16'-3" 8'-11" g' .11" g'.7" 9'.8" 10'.10" 10'-S" 3'.11"
130 MPH 7'-S" 8'-3" 7'.11" 14'-2" 15'-10" 15'-3" 6'-10" g'-S" 9'-2. 9'.2" 10'.3" 9'-11" 3'.5"
140 MPH 6'-10" 7'.8" 7'.5" 13'-3" 14'-10" 14'-4. 6'-4" 8'-9" 6'-11" 8'-10" 9'-11" g'-7" 3'.2"
150 MPH 6'-S" 7'-2" 6'-11" 12'-3" 13'-8" 13'-3" S'-6" 6'.8" 6'-5" 7'-4" 9'-3" 8'-11. 2'.11"
3" X 48" x 0.030" Panels Glass Rooms
Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I
Wind Mono-Sloped Roof Cantilever
Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All
span span span span span span span span span span span span Roofs
100 MPH 11'-4" 13'-7" 13'-1" 20'-6" 22'-11" 22'-2" 12'-11" 14'-6" 14'.0" 14'-8" 16'.S" 1S'-10" 4'-0"
110 MPH 10'-4" 12'.S" 11'-2" 19'-6" 21'.10" 21'.1" 11'-10" 13'.3" 12'.9" 12' -g" 14'-3" 13'.9" 4'.0.
120 MPH g'-6" 10'-7. 10'-3" 17'-11" 20'.1" 19'-S" 10'-10" 12'-1" 11'.8" 11'.9" 13'.1" 12'-8" 4'.0"
123 MPH 9'-3" 10'-4" 9'.11" 17'-10" 19'-11" 19'-3" 10'-6" 11 '.g" 11 '.5" 11'.S" 12'-10" 12'-4" 4'-0"
130 MPH 8'-9" 9'-10" 9'.6" 16'-9" 18'-8" 18'.1. 10'.0. 11 '.2" 10'-10" 10'-10" 12'-2" 11'-9" 4'-0"
140 MPH 8'-1" 9'.1. 8'.9" is' -g" 17'-7" 16'.11" 9'.3" 10'-4. 10'.0" 10'-6" 11'.9" 11'-4" 4'-0"
150 MPH 7'.7" 8'"5" 8'.2" 14'.6" 16'.2" 15'.8. 7'-0" g'-7" 9'-3" g'-g" 10'.11" 10'-7" 3'-11"
4" x 48" x 0.024" Panels Glass Rooms
Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I
Wind Mono-Sloped Roof Cantilever
Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All
span span span span span span span span span span span span Roofs
100 MPH 11'.1" 13'.3" 12'-10" 20'-0" 22'-4" 21'-7" 12'.8" 14'-2" 13'.8" 14'-4" 16'-0. 1S'-6" 4'.0"
110 MPH 10'" 1" 11'.3" 10'.11" 19'-1" 21'-4" 20'.7" 11'-7" 12'-11. 12'.6" 12'.5" 13'.11" 13'"5" 4'.0"
120 MPH 9'.3" 10'-4" 9'.11. 17'.6. 19'.7" 18'.11" 10'.6" 11'-9" 11'.5" 11'.5" 12'-10" 12'-4" 4'.0.
123 MPH g'-O. 10'.1. 9'.9" 17'.5" 19'.6" 18'-10" 10'.3" 11'.6" 11 '_1" 11'.2" 12'.6" 12'-1. 4'-0"
130 MPH 8'.7" 9'-7" 9'.3" 16'-4" 18'-3" 17'-8" g'-g" 10'.11" 10'-7" 10'-7" 11'.10" 11'.5" 4'.0"
U6Mlif:t . ',I:W" -~\:16' 8\-7' 15;-4~ 1'7'.2" 16'-7' g'.O' 10'.1. 9'.9" 10'-3" 11'.5. 11'-1" 4'.0"
150 MPH 7'.S" 8'.3. 7'.11" 14'-2" 1S'.10" 1S'.3" 6'-10" g'-4" 9'.1" 9'-7" 10'-8" 10'-4" 3'-11"
4" x 48" x 0.030" Panels Glass Rooms
Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I
Wind Mono-Sloped Roof Cantilever
RegIon 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All
span span span span span span span span span span span span Roofs
100 MPH 13'.8" 18'.10" 18'-3" 23'-1. 25'.10" 24'-11" 14'-7" 16'-4" 1S'.9" 16'-6" 18'-6" 17'.10" 4'-0"
110 MPH 12'-6" 13'-11" 13'-6" 22'-0" 24'-7" 23'.9" 13'-4" 14'-11" 14'-5" 14'-4" 16'-1" 15'.6" 4'-0"
120 MPH 10'.8" 12'.9" 12'-4" 20'.3" 22'-8" 21'.11" 12'-2" 13'-7" 13'-2" 13'-3" 14'.9" 14'.3" 4'-0"
123 MPH 10'-5" 12'-S" 11'-3" 20'-1" 22'-6" 21'.9" 11'.11" 13'-3" 12'-10" 12'-11" 14'-S" 13'-11 " 4'-0"
130 MPH 9'-10" 11'-0. 1 0'-8" 18'.10" 21'.1" 20'-4" 11 '.3" 12'.7" 12'.2" 12'-3" 13'-8" 13'-3" 4'.0"
140 MPH 9'-2" 10'.3" 9'.11" 17'-9" 19'-10" 19'-2" 10'.S" 11 '.8" 11 '.3" 11'.10" 13'.3" 12'.9" 4'.0"
150 MPH 8'.6" 9'.6" 9'-2" 16'-4" 18'.3" 17'.8" 9'-8" 10'-10" 10'-5" 11 '_0" 12'-4 " 11'.11 " 4'.0"
Note: Total roof panel width = room width + wall width + overhang,
Lawrence E. Bennett, F>.E.
CIVIL ENGINEER - DEVELOPMENT CONe-"L TANT
P,O, BOX 4368, SOUTH DAYTONA, FL '32121
TELEPHONE (386) 767-4774
FAX (386) 767~556
SEAL
PAGE
7-24
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOL" IN PART
-.J
j
---'
'JUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E,
N~'ICE OF COMMENCEMENT
1111111 IIl11l1tll 11111 111111111111111 1IIIIIIIIIImlllllllll'
2002114864
State of Fib I2j.t)19
County of
-pflS (-0
TUB IrnOERSIGNED 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 Conunenccmcnt:
1. Description of Property: Parcel No. 03 -c:?trJ-;u - tJ/qO--OOt;oo- 0100
I-19t1RElw. D AJ 611- Vg-Ie- CJ&K..5
(Legal descr~pt1.on of the property an street a
:S7KAJ 41J~ L
O[~:FeJ" /(/~.31 ~uJRIlPh1 ~
2.
General Description
3.
O\'Jner Informa tion: Name ~/t-'i >j) ~ ' {/ G Z
Mdre 55 {,F/3 -I //fVt<'E!...tV~tJ 0 fft y ~jtfi'- Ii "II f.
Interest in Property: () (U tJ eJ'L
Name of Fee Simple Titleholder: ~ /Ct---
(If other th~n owner) {
State J:=L. ..33S~1
Rcpl: 605909
OS: 0.00
07/26/02
Rec: 6.00
IT: 0.00
Dpty Clerk
Address
City
State
6 .
4p ~ntractor: Nalne ;(,T ~ jJLu /11/'N tI m ~JI1/fShJlUj
itt J(ddress 311101 /If! /lV.G City ~4A.1J///.5 State
5. Surety: Name f? Lr Su~e:7l~J J)/ V /' 51 {;71J .
Addressfl. Ll,y tf/5~4i / City ';ZJ~
Amount of Bond: $ /~(JtJO
.
Lender: Nam~ ---/1/ C--L---
FL . 33S~/
State Tx
75:3;,& I
~;92~~~~"AN8: fN:;o fOUNTJf C\ERK
OR BK 5017 PG 1852
Statc
Address
City
7. Persons within the State of Florida designated by Owner upon whom
notices or other documents may be served as provided by Section
713.1J(l)Ca)(7), FloridLi Statutes:
Uc1mc /t/ t<.-
I
Address
City
State
8. In addition to hims('lf, Owner designates
of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), FlorIda Statutes.
<J. [':><pi.rf.l1,.ltJn dnte of llCJt.lce of Commencement (t.he explratlCJn date is 1 year
fr?m the dLite of recording unless a different date is specified.)
S.i-:.,nature of Owner:
PC93053048
r>>7 /tN~IPf
Sworn to Lind 'subsc before me this d.~rJ day of .....T w.y
~~~~. t?
Notary Public: ~/)~_ ~~
Ny C.:lOl1iOl.i 5S .i'on Expires: "Il11 C'
...<~~~:..:f~/~ '# ~LJ:,--..-;/)D Ilahr
~ff"~ ~.,t"'= Crj~r;rnL :;il:r. # (( 790817
~'!'-\,~,>~ ! ~", .~, t-lJV. 15,2002
-:;;,j'iii'\i:;t,.;,o' ''',[I) THRU
""lll~' .:: :-'1 ~:. -.C)'Jnl~JGCo..INC