HomeMy WebLinkAbout03-2367
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
2367
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
2367
ADDITION/ALTERATION
434-ADD/AL T RESIDENTIAL
NOT APPLICABLE
Address: PERIDOT LN
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: EMERALD POINTE
Parcel Number:
4,350.00
9/15/2003
82.50
82.50
9/15/2003
LANAI
Name: RODNON STEVE
Address: ~ PERI DOT LN.
:y; 0 ~ ZEPHYRHILLS, FL. 33542
Phone:
,F
PRE-SLAB I CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED
LINTEL, , I PRE-METER WATER FINAL MECHANICAL
FRAMEa/ /0 /1/0 J P'-1.1l1irMISC SEWER MISC
INSULATION WA[L ] MISC : MISC. MISC.
INSULATION CEILING · MISC. . MISC. ! MISC.
DRIVEWAY i MISC. i MISC. ~EPT. 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
"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."
---------------complete Plans, Spedficationsand-Fee Must Accompany AppllCation~-------- '.~
__~'yvork sh~1I beperfor"!1ed in accordance with City Codes and Ordinances
NO CCUPANCY BEFORE C.O.
~~._._-._---_._---------_._----.__._..-
~
~TOR SIGNAl: RE -~- 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
OWNER'S NAME :iiC'cJ; 1<0 d ha V1
JOB ADDRESS 35;1. ~ ~n
J;:!:J- - 38<'t -13/~
~~e4ZGt~
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID #
WORK PROPSED: ~ CONSTRUCTION
(OBTAIN FROM PROPERTY TAX NOTICE)
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
DSIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
DESCRIPTION OF WORK
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
L4J14i
) '1tJ S~ ,01-
SQUARE FOOTAGE
S&H1l'
HEIGHT / (9 ,
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.
o BUILDING
PERMITS REQUESTED
$ Jj;3 ~:rlJ.l)o VALUATION OF TOTAL CONSTRUCTION
tA 0 AMP SERVICE 0 FLORIDA POWER 0 W. R. E. C.
o ELECTRICAL
o PLUMBING
Vl6
$ V\.O
VALUATION OF MECHANGIAL INSTALLATION
o MECHANICAL
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 AREAD YES
o NO
BUILDER L ~
SIGNATURE J ~
COMPANY
STATE CERT OR REGIST
CITY PROCESSING #
******************************************************************
ELECTRICIAN
SIGNATURE
'f
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
******************************************************************
PLUMBER
SIGNATURE
x
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
******************************************************************
MECHANICAL
OTHER
rK
j(
I
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
***********************************************************k*****
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 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
licen~ed 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 D~partment, 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 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
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-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 cOlnmenced 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 YO LENDER OR AN ATTORNEY BEFORE RECORDING YOUR ~ CE OF COMMENCEMENT. JOBS U
$2,50 I VALUE DO T NEED TO ECORD AND POST A E OF COMME CENT".
S
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
ackno\.'rledged
, 20
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
C1ho 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 Ddid O:iid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
frl~L- /}L\).A., \ ~\..S)\...
~S'L~ i'}(4)~ ~ I
~~.. ~""'-'
SQ.E.
PRICE
NIain
Other Area
Under RooT
,1 Jiuarion::
Buiiding: ~ '2.-)'a
Eiecrric:
P!umomg:
Mech:mi~:
~on::
SciJ.ooi Iumact
?ez::s.: .
CJnnecncn
?ee;:
T.r.ms.. ~ac::
~ees:
J/) /1 i./
/
f){/~/)hc~~c5 (t{( (J
A TO Z ALUMINUM, INC.
P.O. Box 192, Zephyrhills, Fl. 33539
Z'HILLS (813)715-7523*HUDSON(727)857-1234
Proposal Submitted To:
Name <;-
5- ,
Fax
,'J,)- email
Other Phone
~V\
Phone
Cell #
Parcel #
Ci
Zip
ST.
e Hereby f>ropose to furnish the materials and perform the labor necessary for the completion of:
All material is quaranteed to be specified, and the above work to be perfonned in accordance with the drawings and
Specification submitted for above work and completed in substantial workmanlike manner for the sum of
with payments to be made as follows
Dollars ($
Any al"ter3tion or dev~on from the above speciflcatJon Invowlng extra costs. WIll
be execlll8<l only upon _n orders, and WIll become an extra charge over
I ;1nd above the l!'StJmate. All agreements contingent upon stnkes, accidents or
delays beyond our control. OWner to carry fire. tornado and other necessary
Insurance upon above work. WOr1(er's Compensation and Public Liabtlrty
Insurance on above won; to be taken out by:
Respectfully submitted:
I Per:
Note-This proposal may be withdrawn by us in not accepted
within days
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are to do
the work as specified. Payment will be made as outlines above.
Date; 9' 4~:5
/
Signature
Signature
-/0'
, -
,. (5'1ID '.
." :5 f.I.~ 5'"
! $~r~ " 1./' ~IP
~t-t;" "'fl/ \? \., 'J
A 0 +D\" ( 1/
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to
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DATE I. . 'tJ71 I'
BUI~C'IN' c.PT PPF,OVED r ~ j) ~ :s )
, D lJ
fJD Elet-
Me) fl (jp1;J b { ~ ~
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
II'
H *
L:
~V
:.<1~/~8
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:
(PARTIALLY ENCLOSED) 3.2.4
(ENCLOSED) 3.3.5
HOST STRUCTURE OR
FOURTH WALL FRAME
/r
USE BEAM TO WALL DETAIL
I'
H
l
~
-v"'"
~r', '~/.l'
...< "-8
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
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
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E
PAGE
3-1
..
r-
I
i SECTION 7
j
"
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
! Open Structures
Wind Mono-Sloped Roof
I ~egion 1&2 3 4
span span span
100 MPH 21'-4" 23'-10" 23'-0"
110 MPH 21'-4" 23'-10" 23'-0"
!120MPH 20'-4" 22'-9' 21'-11"
i 123 MPH 19'-6" 2"-10" 21'-1"
130 MPH 18'-0" 20'-2" 19'-S'
140 MPH 12'-4" 13'-9" 13'-3"
;,150 MPH 12-4" 13'-9" :3'-3"
1" y 48" x 0,030" Roof Panel
i Open Structures
Wind l Mono-Sloped Roof
Reaior>! 1&2 ! 3 4
'span span span
24'-11" 27'-1'" 27'-0"
24'-11" 27'-11" 27'-0"
23'-10" 26'-S" 2S'-9"
22'-11" 2S'-7" 24'-9'
21'-2" 23'7" 22'-10"
14'-S" '6'-2" 1S'-7"
14'-S" '6-2" 1S'7"
l.'00 MPH
i 110 MPH
!,20MPH
[123 MPH
i130MPH
1140 MPH
'50 MPH
4" , 48" x 0,024" Roof Panel
.".-
Open Structures
Mono-Sloped Roof
1 &2 3 4
Wind
~egion
------
!100MPH
G"10 MPH
i 120 MPH
....
: 123 MPH
~
; 130 MPH
>
,140 MPH
i'S0 MPH
L.
span
23'-S"
23'-5"
22'-3"
21 '-5"
'9'-9"
13'-6"
'3'-6"
1S'-1"
span
26'-2"
26-2"
24'-11"
23'-11"
22'-1 "
span
2S'-3"
2S'-3"
24'-1"
23'-2"
21'-4"
14'-7"
14'-7"
15' 1"
Sr-reen Rooms
Mo, '). -loped Roof
1&2 3 4
span span span
20'-4" 22'-9" 21 '-11"
1S'-S" 20'-11" 20'-2"
17'-S' 19'-5" 1S'-1O"
1S'-11" 1S'-11" 1S'-3"
15'-1' 17'-9" 16'-3"
12'-4' :3'-9' 13'-3"
12'-4" 13'-9" 13'-3"
Screen Rooms
Mono-Sloped Roof
1&2 3 4
span
23'-10"
21'-11 "
20'-5"
19'-10'
1S'-S"
14'-S"
14'-S"
span
26'-S"
24'-6"
22'-10"
22'-2"
20'-10"
16'-2"
16'-2"
span
2S'-9"
23'-S"
22'-1"
21'-S"
20'-2"
1S'-7"
15'-7"
Glass Rooms
Partially Enclosed
1&2
span
13'-6"
11 '-7"
10'-S"
10'-5"
9'-10'
9'-2"
S'-7"
I
i
! 1&2
span
1S'-10"
'4'-2"
12'-11"
12'-S"
11'-6"
10'-9"
10'-0"
3
span
1S'-1"
13'.6"
12'-S"
11 '-7"
I 10'-1'"
I 10'-3'
9'-7"
Partially Enclos .",
3 !
span
18'-5"
1S'-10"
14'-6"
14'-2"
. 3'-6"
12'-0"
" '-3"
4
span
14'-7"
13'-1"
11'-6"
11'-3" ,
10'-7"
9'-11"
g' ~"
4
span
17'-10"
, 5'-4"
14'-0"
1]'-9"
'3'-0"
11' - 7"
'0'-10"
~ 1'_1"
>.fj~_ rtooms
1&2
span
18'-S"
16'-2"
14'-S"
,4'-4"
13'-7"
12'-R"
11'-2"
Glass Rooms
Partially Enclosed
1&2
span
14'-9"
13'-3"
11'-8"
11'-S"
10'-9"
10'-1"
g'-S"
3 I 4
~~ I span
1b'-6" 15'-1,"
14'-10" 14'-4"
13'-7" 13'-2"
13'-3" 12'-10"
12'-7" 1'-R"
l' -3" 10'-10"
10'-6" 10'-2"
1&2
span
17'-5"
15'-1 "
13'-9"
13'-5"
12'-S"
11'-3"
10'-5"
Enclosed
1&2
span
15'.1"
13'-9"
12'-6"
3
span
17'-9"
1S'-4"
13'-11"
13'-S"
12'_11"
11'-6'
10'.8'
4
span
16'-3"
14'-10"
13'-6'
'3'-2" ,
12'-6" I
11'" I
1~'~" :1
I
I
I
4 1
span I
70'-2" !
'S'-S"
1S'-10"
1S'-6"
14'-S"
13'-S" I
12'-9" t
4
span
1S'-10"
'7'-5"
14'-10"
14'-6"
13'-S"
'2'-9"
11'-4"
Overhang I
Cantilever
All
Roofs
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-3"
3'-11"
!
I
I
!
Overhang II
Cantilever I
All I
~oofs '
,
4'-,'" i
_~._.J
4'~IY
4'-0" I
4'0"
4'-0"
)
I
I
Screen Rooms
Mono-Sloped Roof
1 &2 3 4
span span span
22'-3" 24'-11" 24'-1"
20'-6" 22'-11" 22'-2"
19'-1" 21'-4" 20'-7"
1S'-6" 20'-9" 20'-0"
17'-S" 19'-6' 18'-10"
13'-6" 1S'-1" 14'7"
13'-6" 1S'-1" 14'-7"
11'-8"
10'-3"
9'-6"
Enclosed
3
span
20'-10"
19'-3"
1 7'-8"
16'-0"
1S'-2"
14'-2"
13'-2'
Enclosed
3 i
span
19'-6"
1S'-0'
1S'-4'
14'-11"
14'-2"
13'-3"
12'-4"
4'-0'
4-(;'
Overhang i'
Cant.i/lwer I
All I
Roof!' :
4'-0" ---1
4'-[,"
~
4'-0"
4'-0'
4'-(J"
4'('''
4'-0"
4" x 48" x 0.030" Roof Panel Glass Rooms
r- Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I
,
I Wind Mono-Sloped Roof 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 M PH 27'-9" 30'-11" 29'-11" 26'-S" 29'-6" 2S'-7" 1S'-3" 20'-S" 19'-9" 20'-S" 23'-1" 22'-4" 4'-0"
110MPH 27'-9" 30'-11" 29'-11" 24'-4" 27'-2" 26'-3" 1S'-9" 1S'-6" 17'-11" 19'-1" 21'-5" 20'-S" 4'-0"
120 MPH 26'-5" 29'-6" 2S'-7" 22'-8" 25'-4" 24'-S" 14'-S" 16'-1" 1S'-7" 17'-6" 19'-7" lS'-11" 4'-0"
123 MPH 2S'-S" 2S'-S" 27'-5" 21'-11" 24'-7" 23'-9" 14'-1" 15'-9" 1S'.2" 15'-10" 19'-0' 1S'-S' 4'-0"
130 MPH 23'-S" 26'-2" 25'-4" 20'-S" 23'-1" 22'-4" 13'-4" 14'-11" 14'-S" 15'-0" 17'"11" 16'-3" 4'-0"
140 MPH 1S'-11" 17'-11' 17'-3' 15'-11' 17'-11" 17'-3" 12'-S" 13'-10" 13'-5" 14'-0" 15'.S" 15'-2" 4'-0"
150MPH 15'-11" 17'-11" 17'-3" 1S'-11' 17'-11' 17'.3" 11 '-2" 12'-11" 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
PAGE
~
BTRUCTALI:
_UILDIND .V.T.M.
350 BURBANK, OLDSMAR, FL 34677-4906
LOCAL (813) 855-2627
NATIONWIDE 1-800-969-3706
FAX 813 854-2802
7-42
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WR,TTEN PERMISSION OF LAWRENCE E 8ENNE"I, PE
SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS
COMPOSITE ROOF PANELS:
(4) 1/4" x 4" LAG BOLTS W/
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES
r
2" x 2" OR 2" x 3" HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
~
POST ATTACHED TO BOTTOM
/ MIN. (3) #10 x 1-1/2" S.M.S. IN
SCREW BOSSES
<I
'.
TYPICAL UPRIGHT DETAIL
SCALE: 3" = 1 '-0"
...,....\
SECTION 3
RISER PANELS ATTACHED PE
CHAPTER 7
HEADER ATTACHED TO POST
W/ 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
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E.
..
PAGE
3-17
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SECTION 2
Table 2.1.1 A-110 Allowable Roof Beam Spans
for Freestanding Carports or Fourth Wall Structures with Mono-5loped* Roofs
For 3 sec. wind gust for 100 & 110 MPH velocity;
Using design load of 10 #/SF (36 #/SF for Max. Cantilever)
Aluminum Alloy 6063 T -6
2" x 3" x 0.045" Hollow 2" x 3" x 0.050" Hollow Tilt
Load Max. Span 'L'/(bending 'b' or deflection 'd') Load Max. Span 'L'/(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 7'-9" d 9'-6" d 9'-9" d 1'-6" d 5 7'-7" d 9'-5" (J 9'-7" d 1'-6" d
6 7'-3" d 8'-11" d 9'-1" b 1'-5" d 6 7'-2" d 8'-10" d 8'-11" b 1'-5" 0
7 6'-11" d 8'-6" d 8'-5" b 1'-4" d 7 6'-9" d 8'-5" d 8'-3" b 1'-4" d
8 6'-7" d 8'-2" d 7'-11" b 1'-3" d 8 6'-6" d 7'-11" b 7'-8" b 1'-3" d
9 6'-4" d 7'-8" b 7'-5" b 1'-3" d 9 6'-3" d 7'-6" b 7'-3" b 1'-2" d
10 6'-2' d 7'-4" b 7'-1" b 1'-2" d 10 6'-0" d 7'-1" b 6'-11" b 1'-2" d
11 5'-11' d 6'-11 " b 6'-9" b 1'-2" d 11 5'-10" d 6'-10" b 6'-7" b 1'-2" d
12 5'-9" d 6'-8" b 6'-5" b 1'-1" d 12 5'-8" d 6'.6' b 6'-3" b 1'-1" d
2" x 4" x 0.045" Hollow Tilt 2" x 4" x 0.044" x 0.100" Self Mating Beam
Load Max. Span 'L'/(bending 'b' or deflection 'd') Load Max, Span 'L'/(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 9'-7" d 11'-10" d 11'-11" b 1'-10" d 5 11'-2" d 13'-10" d 14'-1" d 2'-2" d
6 9'-0" d 11'-2" d 10'-11" b 1'-9" d 6 10'-6' d 12'-11" d 13'-3" d 2'-0" d
7 8'-7" d 10'-6" b 10'-1" b 1'.8" d 7 9'-11" d 12'-4" d 12'-7" d 1'-11" d
8 8'-2" d 9'-10" b 9'.6" b 1'-7" d 8 9'-7" d 11'-10" d 11'-10" b 1'-10" d
9 T-11" d 9'-3" b 8'-11" b 1'-6" d 9 9'-2" d 11'-4" d 11'-2" b 1'-9" d
10 7'-7" d 8'-9" b 8'-6" , , -6" d 10 8'-10" d 10'-11" b 10'-7" b 1'-9" d
11 7'-5" d 8'-4" b 8'-1" b 1'.5" d 11 8'-7" d 10'-5" b 10'-1" b 1'-8" a
12 7'-2" b 7'-11 " b T-9" b 1'.5" d 12 8'-4" d 9'-11" b 9'-8" b 1'-7" d
2" x 5" x 0.050" x 0.100" Self Mating Beam 2" x 6" x 0.050" x 0.120" Self Mating Beam
Load Max. Span 'L'/(bending 'b' or deflection 'd') Load Max, Span 'L'/(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 13'-10" d 17'-1 " d 1T-5" d 2'-8" d 5 16'-2" d 20'-0" d 20'-5" a 3'-2" d
6 13'-0" d 16'-1" d 16'-5" d 2'-6" d 6 15'-3" d 18'-10" d 19'-3" d 2'-11" a
7 12'-5" d 15'-3" d 15'-7" d 2'-5" d 7 14'-6" d 17'-11 " d 18'-1" b 2'-10" a
8 11'-10" d 14'-7" d 14'-8" b 2'-3" d 8 13'-10" d 17'-1 " d 16'-11" b 2'-8" d
9 11'-5" d 14'-1" d 13'-10" b 2'-2" d 9 13'-4" d 16'-5" d 15'-11" b ?'-7" d
10 10'-11" d 13'-7" b 13'-1" b 2'-1" d 10 12'-10" d 15'.8" b 15'-2" b 2'-6" d
11 10'-8" d 12'-11" b 12'-6" b 2'-1" d 11 12'-6" d 14'-11 " b 14'-5" b 2'-5" d
12 10'-4" d 12'-4" b 11'-11" b 1'-11" d 12 12'.1" d 14'-4" b 13'-10" b 2'-4" d
. Mono-sloped roofs include gables where the slope of the roof is less than 1" in 12",
Notes:
1 Above spans do not,nclude length of l-oIf'J",:-ace. Add horizontal distance from upnght to center of brace to Deam
connection to the above spans for total h, '" 1 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) ;'67-6556
@ COPYRIGHT 2003
NOT TO BE REPRODUCED 'N WHOLE OR IN PART WITHOUl THE WR, rTEN PERMISS'ON OF LAWRENCE E BENNETT. f' E
PAGE
2-27
..
..
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
PAN OR COMPOSITE PANEL
(SEE TABLES SECTIO~-.4) ~
SEE CONNECTION DETAILS ~ \
(SECTION 7)
FOURTh WALL FRAMING
WHERE REQUIRED
EXISTING HOST STRUCTURE
2 x 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.8. 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 W/3/B" 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: 3/16" = 1 '-0"
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
@ COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E.
PAGE
2-5
~-o;# 2j/b'
. .
State of
rIo /' I d6r
NOTICE OF COMMENCEMENT
1111I1111111 1111111I11 11111 11111 111I1 11111 1111111111111I1111
2003171445
County of j)ff5CO
I
THE lmDERSIGNED hereby gives notice that improvement will be made to c2rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement:
1. Description of Property: Parcel No. :l '1- 21, - Z'/ -()I?tJ; 0001/'- q~J
3580 ~)11 z-I!' "Y. 33~-
(Legal descr~pt~on of the property and st eet address ~f ava~labl )
,/
iqJ1 4/
2.
General Description of Improvement
Rcpt: 715992
DS: 0.00
09/15/03
Rec: 6.00
IT : 0 . 00
Dpty Clerk
3.
Owner Information: Name s-f~uc Rod 11 0 t1
Address .~rC)OO f-~d{ 41ity 2-/I;II~
State .n.
Interest in Property:
Name of Fee Simple Titleholder:
(If other th~n owner)
~~91~~~~M'2:GC:.;O fOUNToYf C1ERK
OR BK 5538 PG 891
R
Address City
Contractor: Name !4~Z J4lvlVl ?ro! I U L-
Address (PI f3~ / /1J- City 2-11/1/~
State
33537
State r;!.
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 ,--:5'4 1M to f!a.j~
.
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.
x
9. Exp.lrl'lt.i.on date or Notice of Commencement (the expiration date is 1
fr?mthe date of recording unless a different date is specified.)
Signatureofowner~ ~
Sworn to and subscribed before me this / /
.
year
l-9;{tJO 3.
Notary Public:
PC93053048