HomeMy WebLinkAbout03-2357
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
2357
Permit Number: 2357
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: NOT APPLICABLE
Square Feet:
Est. Value:
Improv. Cost: 9,986.42
Date Issued: 9/12/2003
Total Fees: 120.00
Amount Paid: 120.00
Date Paid: 9/12/2003
Work Desc: LANAI
Address: 3519 TOURMALINE DR
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number:
Name: MCKILLIP RAYMOND
Address: 3519 TOURMALINE DR
ZEPHYRHILLS, FL. 33542
Phone:
~)
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I PRE-SLAB CONSTRUCTION POLE ! 2ND ROUGH PLUMB I DUCTS INSULATED
I
I LINTEL / . PRE-METER : WATER II FINAL MECHANICAL
I FRAME J J 0 l q I 0) K'/..-~ I- 1130 MISC I SEWER MISC
INSULATION WALL MISC I MISC. I MISC,
INSULATION CEILING I MISC. . MISC. MISC,
DRIVEWAY ~C.. I MISC. I FIRE DEPT. FINAL .
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) 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
I-nwarning to owner: Your failure to record a notice ofcommencement may result in your paying tWice for
I' ; im.prove.ments to your. property. If.YOU intend to obtain financing, consult with your lende....r or an atto.r.ney
before recording your notice of commencement. II
----- Complete Plans, Specifications and Fee Must Accompany Application. .--- --.
i...___ All w rk shall be rforrlled in accordance with City Codes and Ordinances u .______ u___
. 0 OCCUPANCY BEFORE C.O..-----
&
OR SIG TURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8th Street, Zephyrhills, FL 33542
813-780-0020 FAX:813-780-0021
DATE RECEIVED
PLANS REVIEW FEE
9/5-/0 '3
!
OWNER'S NAME
/dy ntt5-71/ de- f; //~
JOB ADDRESS "35/1 7du/L/#~/;,;te 2J/L
PHONE 3/j-E'/3 - 93/6
2'lA~~k~;%'/ rL'
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID #
-2.. 'i - z c:, ,- 2/ - 0 tJ to 0 - (JOOOO - 2s:J.fOBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~NEW CONSTRUCTION
o ADDITION
OALTERATION
o REPAIR
o INSTALL
OSIGN
o MOVE
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
o COMMERCIAL
OMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK / C) X Z Z
BUILDING SIZE /~,-( Z-z.
L/ht/#2
SQUARE FOOTAGE
2Z0
HEIGHT
9::"/C /
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.
Jr '" /u"J ~ <\
~BUILDING $
PERMITS REQUESTED
~~a?~. ~Z VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES
o NO
SIGNATURE
//
?!~/ ~
BUILDER
COMPANY #~ 2 .#C?/A-rruoa:-r ~~.$i<
STATE CERT OR REGIST # c:::AL/2~c:J.?Z~
CITY PROCESSING #
********************************************************.k*********
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
********************************************************~~*********
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
********************************************************x*********
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands tha,t 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 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, 813-780-0020.
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 indica~ion 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
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. 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-Seawa~ls, 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 sllall 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 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COM~1ENCEMENT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknowledged
20_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _day of
by
acknowledged
, 20
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
Cliho is personally known to me, or
Dwho has produced
(type
and whoD did Ddid not
of identification)
take an oath.
Dwho has produced
(type of identification)
and who D did OEd not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
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ACCeFT ANCE OF PROPOSAl. j
The aboYe pIices. speciltc:atkJr'ls and condffiom SIll sOO~ and are hereby an:eoted. You are I
to do the lNCll'k as spedfiect Paymern will be ~ as outUfieQ abcwe.
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ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
PAN OR'_MPe8rtEPANfjL
(SEE TABLES SECTION n ~
SEE CONNECTION DETAI~S~b J1 \
(SECTION 7)
FOURTh WALL FRAMING
WHERE REQUIRED
EXISTING HOST STRUCTURE
2x 4 LUMBER #2 S,P.F. (MIN.)
OR 2" x 2" ALUMINUM MAY BE
SUBSTITUTED WITHOUT
HURRICANE CLIPS
SEE PAGE 2-5 FOR DETAIL IF
TOP OF SLAB IS LESS THAN 6"
FROM GRADE
SECTION 2
HURRICANE CLIPS FOR WOOD
(SEE PAGE 2-7) 2 x 4 TOP
PLATE @ ROOF (DOUBLE TOP
PLATE IF LENGTH OVER 6')
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.
2x4PRESSURETREATED
PLATE WI 3/8" x 4-1/2"
CONCRETE ANCHORS @
4'-0" O,C, (SEE SLAB DETAILS)
NOTE: ALUMINUM WALL FRAMING MAY BE USED IN LIEU OF WOOD FRAMING.
UTILITY SHED WALL SECTION
SCALE: 3i16" = 1'-0"
.f
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
2-5
SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS
INTERIOR BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.3
GLASS ROOMS:
(PARTIALLY ENCLOSED) 3,2.3
(ENCLOSED) 3.3.4
SECTION 3
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.4
GLASS ROOMS:
(PART/ALLY ENCLOSED) 3.2.4
(ENCLOSED) 3.3.5
HOST STRUCTURE OR
FOURTH WALL FRAME
r;
USE BEAM TO WALL DETAIL
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^ ,>P' ~/~.$'
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S,
~
J.\.
Lawrence E. Bennett, P. E.
CIVIL ENGINEER" DEVELOPMENT CONSUL TANT
PO. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E
PAGE
3-1
..
to
SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS
COMPOSITE ROOF PANELS:
(4) 1/4" X 4" LAG BOLTS WI
1-1/4" FENDER WASHERS PE.R".
4'-0" PANEL ACROSS TH~
FRONT AND 24" O,C, ALONG
SIDES
2" X 2" OR 2" x a" HOLLOW
GIRT AND KICK PLATE 2" X 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
I MIN. (3) #10 x 1-1/2" S.M.S. IN
SCREW BOSSES
SECTION 3
RISER PANELS ATTACHED PE
CHAPTER 7
HEADER ATTACHED TO POST
WI MIN. (3) #10 x 1-1/2" S,M,S,
IN SCREW BOSSES
2" x 2",2" x 3" OR 3" x 2"
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN, (3) #10 x 1/2" S,M.S, IN
SCREW BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
"
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TYPICAL UPRIGHT DETAIL
SCALE: 3" = 1'-0"
3-17
"
SECTION 3
SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS
Table 3,1,1-110 Allowable Edge Beam Spans - Hollow Extrusions
For Screen or Vinyl Rooms
For 3 second wind gust at 110 MPH velocity; using design load of 20 #/SF (36 #/SF for Max. Cantilever)
AI All 6063 T ~ ' ,~
ummum oy ',,-
2" x 2" x 0,044" '4 2" x 2" x 0.055"
Load Max, Span 'L'I (bending 'b' or deflection 'd') Load Max. Span 'L' I (bending 'b' or deflection 'd')
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 4'-4" d 5'-5' d 5'-3" b 1 '-1" d 5 4'-8' d 5'-9" d 5'-8" b 1 '-2" d
6 4'-1" d 4'-11" b 4'-9' b 1 '-0" d 6 4'-4" d 5'-5' d 5'-3" b 1 '-1' d
7 3'-11" d 4'-7" b 4'-5' b 0'-11" d 7 4'-Z" d 4'-11' b 4'-10' b 1 '-0' d
8 3'-9' d 4'-3' b 4'-2' b 0'-11' d 8 3'-11" d 4;-8' b 4'-6' b 0'-11" d
9 3'-7" d 4'-0" b 3'-11' b 0'-10' d 9 3'-10" ( 4'-5' b 4'-3" b 0'-11' d
10 3'-5' b 3'-10' b 3'-8" b 0'-10" d 10 3'-8" I' '4'-Z' b 4'-0' b 0'-11" d
11 3'-3' b 3'-8' b 3'-6' b 0'-10' d 11 3'-7"111I 3'-11' b 3'-10" b 0'-10" d
12 3'-1' b 3'-6' b 3'-4" b 0'-10" d 12 3'-5" .,...' 3'-10' b 3'-8' b 0'-10" d
3" x 2" x 0.045" 3" x 2" x 0.070"
Load Max. Span 'L' I (bending 'b' or deflection 'd') Load Max. Span 'L' I (bending 'b' or deflection 'd')
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 4'-11" d 6'-1" d 6'-3' d 1'-2' d 5 5'-7" d 6'-10" d 7'-0" d 1'-4" d
6 4'-8' d 5'-9' d 5'-9' b 1'-Z' d 6 5'-3" d 6'-5' d 6'-7" d 1'-3' d
7 4'-5" d 5'-6" d 5'-4" b 1'-1" d 7 4'-11" d 6'-Z" d 6'-3" d 1'-3' d
8 4'-3" d 5'-1' b 4'-11' b 1 '-0' d 8 4'-9" d 5'-10" d 5'-11" b 1'-2' d
9 4'-1" d 4'-10" b 4'-8" b 0'-11" d 9 4'-7" d 5'-8' d 5'-7" b 1 '-1" d
10 3'-11" d 4'-7" b 4'-5" b 0'-11' d 10 4'-5" d 5'-5' d 5'-3" b 1'-1" d
11 3'-10" d 4'-4" b 4'-3" b 0'-11" d 11 4'-3" d 5'-2' b 5'-0" b 1'-0" d
12 3'-8" d 4'-2" b 4'-1" b 0'-11" d 12 4'-Z" d 4'-11" b 4'-10" b 1'-0" d
2".3" x 0.045" 2" x 4" x 0.050"
Load Max. Span 'L' I (bending 'b' or deflection 'd') Load Max. Span 'L' I (bending 'b' or deflection 'd')
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) l &~Span 3 Span 4 Span Max.
Cantilever Cantilever
5 6'-2" d 7'-4 " b 7'-1" b 1'-6" d 5 7'-11 " d g'-4" b g'-O' b 1 '-11" d
6 5'-9' d ,I' 6'-8' b 6'-5' b 1'-5' d 6 7'-6' d 8'-6' b 8'-3" b 1'-10" d
7 5'-6" d 6'-Z" b 5'-11' b 1'-4" d 7 7'-1" b 7'-11" b 7'-7" b 1'-9" d
8 5'-2" b 5'-9' b 5'-7" b 1'-3" d 8 6'-7" b 7'-5" b 7'-Z" b 1'-8" d
9 4'-10" b 5'-5" b 5'-3" b 1 '-3" d 9 6'-3" b 6'-11" b 6'-9" b 1'-7" d
10 4'-7" b 5'-Z" b 4'-11' b 1'-Z' d 10 5'-11" b 6'-7" b 6'-5" b 1'-6" d
11 4'-5" b 4'-11" b 4'-9' b 1'-Z" d 11 5'-8" b 6'-4' b 6'-1" b 1'-6" d
12 4'-3" b 4'-9" b 4'-7" b 1 '-1' d 12 5'-5" b 6'-0" b 5'-10" b 1'-5" d
Notes:
1, Above spans do not include length of knee brace, Add horizontal distance from upright to center of brace to beam
connection to the above spans for total beam spans.
2. Spans may be interpolated.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
3.28
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PoE,
"
SECTION 7
SOLID ROOF PANEL PRODUCTS
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: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density
3" x 48" x 0.024" Roof Panel Glass Rooms
f Open Structures Screen Rooms Partially Enclosed Enclosed Overhang 11
Wind Mono-Sloped Roof ""l,"ao-Sloped Roof Cantilever
j Region 1&2 3 4 1&2 T 3 4 1&2 3 4 1&2 3 4 All I
span span span span span span span span span span span span Roofs
100 MPH 21 '-4" 23'.10" 23'.0" 20'-4" 22'.9" 21 ',11" 13'-1}" 15'_1" 14',7" 15'.1" 17'.9' 16'.3" 4',0" 1
'110MPH 21'-4" 23'.10" 23'.0" 18'.8" 20'-11" 20'.2" 11'.7" 13'.6" 13',1" 13'-9" 15'-4" 14'.10" 4' n" j
'U
! 120 MPH 20'-4" 22'9" 21',11" 17'.5" 19'.5- 18',10" 10',8" 12'.S" 11',6" 12'-6" 13'-11- 13'-6" 4'.0" I
'23 MPH 19'.6" 2"'-10" 21'.1" 1S'-11 " 18'.11- 18'-3" 10'S 11'.7" , 11',3" 1".8" 13'.8' 13'.2" 4'.0"
WO MPH 18'-0" 20'-2- 19'5 15'-1" 17'-9" 16'.3" 9'.10" 10'.1'" 1 O'~ 7" 11'.1" 12'.11" 12'.6" 4'.0"
i 140 MPH 12'-4" 13'.9" 13'-3- 12'-4- 13'.9- 13'.3- 9'.2" 10'.]- C)'.11" 10'.3" 11'.6" 11'-1" 4'-3"
r 150 MPH 12'-4" 13'.9" 13'.3" 12'-4" 13'-9" 13'-3" 8'-7" 9'-7" 9'-3" 9'-6" 10'-8- 10'-4" 3'-11" I
3" x 48" x 0.030" Roof Panel '.,"so; Rooms l
, --
Open Structures Screen Rooms Partially Encio~ Enclosed Overhang 1
Wind Mono-Sloped Roof Mono-Sloped Roof Cantilever
,
I Region 1&2 3 4 1&2 3 4 1&2 3 I 4 1&2 3 4 All
! ! Roofs
, span span span span span span span span span span span span
i 100 MPH 24',11" 27',11- 27'-0" 23'-10- 26'.S- 25'.9" 15'.10" 1S'.S- 17'.10" 18'-8" 20'-10- 20'.2- 4'-0" J
' 110 MPH 24'.11" 27'.11 " 27'.0" 21 '.11" 24'-6- 23'.8" 14'.2" 1S'.10" 15'-4" 16'.2" 19'.3' 18'.S" 4'.0" I
'120 MPH 23'-10" 26'.8" 25'-9" 20'.5" 22'-10" 22'-1" 12'-11" 14'.6" 14'.0" 14'.8" 17'.S" 1S'.10" 4'.0" !
i 123 MPH 22'.11" 25'.7" 24'.9" 19'.10' 22'-2- 21'.5" 12'.8" 14'.2" 1]'-9" 14'-4" 16'.0' 15'.6" 4'-0"
i 130 MPH 21 ',2" 23'.7" 22'.10" 18'.S- 20'.10" 20'.2" 11',6" 13'-6" '3'-0" 13'.7" 15'.2" 14'-8" 4'.0"
j140 MPH 14'.S" 16'-2" 1S'.7" 14'-5" 16'-2" 15'.7" 10'.9" 12'.6" 11' .7" 12'.S" 14'.2' 13'.S- 4'.0"
t150MPH 14'.S" 16'-2" 15',7" 14'-5" 16'-2" 15'.7" 10'-0" ~ ~ '-3" 10'-10" 11'.2" 13'.2" 12'.9" I 4 .0" j
4" , 48" x 0.024" Roof Panel Glass Rooms 1
i i Open Structures Screen Rooms Partially Enclosed Enclosed J Overhang !]
Wind Mono-Sloped Roof Mono-Sloped Roof Cantilever i
Region 1&2 3 i 4 1&2 3 4 1&2 3 i 4 1&2 3 4 I AI:
span span span span span span span span I span span span span Roofs i
l-.__~ -;
~O MPH 23'S 26'.2" 2S'.3" 22'.3" 24'.11" 24'.1" 14'-9" 1 '-6' 1S'-11" 17'.S" 19'.6' 18'-10" 4'-0"
'10 MPH 23'.5" 26'.2" 2S'-3" 20'.6" 22'.11" 22'-2" 13'.3" 14'.10" 14'-4" 1S'.1" 18'.0' '7'.S" 4'.0" I
i 120 MPH 22'.3" 24',11" 24'.1" 19'-1" 21'-4" 20' .7" 11'.8" 13'.7" 13'.2" 13'.9" 1S'-4' 14'.10" 4'.0" I
~'23 MPH 21 '.S" 23'.11" 23'.2" 1S'.6" 20'-9" 20'.0" 11'.S" 13'-3" 12'-10" 13'.S" 14'.11" 14'.6" 4'.0'
,130MPH 19'-9" 22'.1" 21'-4" 17'.5' 19'-6" 18'.10" 10'.9" 12'.7" 11'.8" 12'-8" 14'.2" 13'.8" , 4'.0"
i 140 MPH 13'.6" 15',1 " 14'.7" 13'.6- 1S'.1" 14'.7" 10'-1" 11'.3" 10'-10" 11'.3" 13'.3' 12'.9- 4'.0"
L! 50 MPH 13'-6" 'S'-1" 14'-7" 13'-6" 1S'-1" 14'-7" 9'-S" 10'.6" 10'.2" 10'-S" 12'-4' 11'-4" 4'.0" i
4" x 48" x 0,030" Roof Panel Glass Rooms
r Open Structures Screen Rooms Partially Enclosed Enclosed Overhang 1
I
I Wind Mono-Sloped Roof Mono-Sloped Roof Cantilever
I Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All
I Roofs
, span span span span span span span span span span span span
100 M PH 27'.9" 30'.11" 29'.11" 26'.5" 29'.6- 28'-7" 18'.3" 20'.5" 19'.9" 20'.8- 23'.1- 22'-4' 4'.0"
110MPH 27'.9- 30'.11- 29'.11" 24'-4" 27'.2" 26'-3" 15'-9" 18'-6- 17'.11- 19'-1" 21'.5- 20'.8- 4'.0"
120 MPH 26'.5- 29'-6" 28'.7" 22'.8" 25'-4 - 24'-5" 14'.5- 16'-1- 15'.7" 17'.6" 19'-7" 18'-11- 4'.0"
123 MPH 25'.5- 28'-5- 27'-5" 21'-11- 24'-7" 23'-9" 14'-1" 15'-9" 15'-2- 15'-10- 19'-0- 18'.5- 4'-0"
130 MPH 23'S 26'.2" 25'-4" 20'-8" 23'-1- 22'-4" 13'-4- 14'.11- 14'-5- 15'-0" 17'-11 " 16'.3" 4'-0"
140 MPH 15',11" 17',11' 17'.3' 15'-11" 17'.11- 17'.3- 12'.5- 13'.10- 13'.5- 14'.0" 15'-8' 15'.2- 4'.0"
150 MPH 1S'.11" 17'-11- 17'.3" 15'-11" 17'.11- 17'.3- 11'.2- 12',1'- 12'.6- 13'.1" 14'.7" 14'-1- 4'.0"
Note: Total roof panel width = room width + wall width + overhang,
Lawrence E. Bennett, P.E.
CIVil. ENGINEER, DEVELOPMENT CONSUL TANT
POBOX 214368. SOUTH DAYTONA FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767.6556
~
STRUCTALI:
I .UILDIND .V.T.M.
350 BURBANK, OLDSMAR, FL 34677-4906
LOCAL (813) 855-2627
NATIONWIDE 1-800-969-3706
FAX 813 854-2802
PAGE
7-42
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr, P.E
I --~ ;2-5-7e
d-- {? (
~~~Wl~~~l~II 11111111I1 11111 11I1111111 IIII1 11111111
County of fJ (J .5 C t!J
I
THE lmDERSIGNED hereby gives notice that improvement will be made to c8rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement:
State of
r/or;Jq
NOTICE OF COMMENCEMENT
1. Descr iption of Property: P~rcel No. :Ztj...?~- 2. f- OcY?t).... t!1~""'t::J-2Sl1O
. 35 /1 7;f4',~i4'ICj///t~,L)0- z-r/J/1.5 4 33:5"' iZJ
(Legal descrlption of the property and street address If available)
2.
General Description of Improvement
~ ui1C? /'
Rcpt: 71S372 Rec: 6.00
OS: 0.00 IT: 0.00
09/12/03 ____ Dpty Clerk
3. Owner Information: Name ;1.
l~ddress 3:5/9 k;c/~","j~&,t;?-':'City
,/J
Interest in Property: /f/ttJl4c/r
Name of Fee Simple Titleholder:
(If other th~n owner)
~~91~~~~I'IAr2 : frs;O fOUNToYf' C'iERK
OR BK 5535 PG 1933
...~;. "
R~.
Address City
Contractor: Name 4 ;r;; 2 }I/ ILl l4'( #"d lit L
Address p [7; &;( 19'2 3'3f~~f z-';hi~
f
Surety: Name
State
stateR.
5.
Address
City
State
Amount of Bond: $
6. Lender: Name
Address
City
State
7 .
Persons within the State of Florida
notices or other documents may be
713.13(1)(a)(7), Florida Statutes:
Name S q t# F'_ ;k~~pL-
{I
Address City
designated by Owner upon whom
served as provided by Section
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.lrnt.i.on d8te or Notice or Commencement. (the expiration date is 1 year
fr0m the date of recording unless a different date is specified.)
rP.$.f)03, '~"
. .. ~ "
. ,;
c..,
}'il'- .
':.t . ;/) f
I
SHARON J. FOX ::,:'.
Notary Public. State of New YolIr. :
No. 01 F05038864 '= " :
Commission Expires Feb.'a. 20
\\t~t H II fltll"'J1,
" ,
:-"","'. ,~.' ... ....-
"."
--:?t/7 .
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Signature of Owner: .~
.'
Sworn to and s'ubscribed before me this
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. "'. .. ,I; :,~ r)'- ::: .
Notary, Public: .,,:
-.:.....
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en
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MyCommissi6~B~pires:
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PC93053048