HomeMy WebLinkAbout03-1986
BUILDING PERMIT
Permit N~
~
CITY OF ZEPHYRHILLS
(813) 780-0020
y9 ~ ()-V
PLUMBING
1986
90 I ~
BUilDING
Date J.j- r -1tJ 3
M~Al
Sewer Conn
Water Conn:
Property Owner:
Job Address;
Parcell.D, #
AL if
35:2 <t
*l1fj(t;
, . ;e.y I~'
~ hI' -e/.:;.
).....;J .
Water Meter;
T.I.F.'s:
Zoning:
Descriotion of Work
Energy Code;
1 GVV\ <'\.A.'
Radon Gas:
V ( V\ ,I ~>rv---. cr skL2
NO OCCUPANCY BEFORE C,O,
FINAL
C,Q,
DATE
Complete Plans. Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinances,
DATE
Inspector f.(Ltj A- fI.Jc)
City license Registration #
State Certified license#
Permit Fee
Signature
Company
Address
Telephone#
:J:. ??#/ P
Valuation or
Contract Price
LqS5
,
/j-j() -Z -II { vV14 Ai ,
BUilDING
Ftr, /,5"- fr; - 03 /-IJo Tp. Serv,
Pre SlB rL...:)...(p ~ 03 {(Jo Rough In
lintel Meter Can
FRM, ,/)"--30 -0 :3 fL r J-,.-, Const.8 Ie
11..J b
Insul. Cl Pool
Wl P -Meter
Final
l
gl/II /1vJ1t~.
'21/2
PLUMBING
SLB b,/ j-I- 0 3
Tub Set
Water
Sewer
Final ,/'
RLi[ J
/fre)
Breakers
Ducts Ins
Com
Final
Al
Driveway
,~~.;tAif O/z61~ 7/D3
REINSPECT~ 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,
CITY OF
ZEPHYRHILLS
IINOTICE"
OF ADD.ITION OR CORRECTION
BUILDING
DEPARTMENT
DO NOT REMOVE
ADDRESS
"TS"'1 rflr\~dO-
DATE PERMIT -#
b D"r 9~
THIS JOB HAS NOT BEEN COMPLETED, T~e following additiqns or corrections shall be made before the job
will be accepted,
PI......b: 1\ 'j ^"" .\- ~ '/ {i.r .t; ~ I
L(}.
It is unlawful for any Carpenter, Contractor, Builder, or other persons. to
cover or cause to be covered. any part of the work with flooring, lath, earth
or other material, until the proper inspector has had ample time to approve
the instal/ation.
AFTER CORRECTIONS ARE MADE CALL
780-o~RE-INSP~
INSPECTOR R
/
OFFICE HOURS 7:30 AM - 5 PM MON,-FRI.
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DBPARTMENT 5335 8~ STRBBT ZBPHYRRILLS, FL 33540
Phone:813-780-0020 Fax:813-780-0021
DATB RBCBIVED .3-3/- 0 "3
PLANS REVIEW FEE .
l~ L. 4-
3S-2cx-
t/") l> j) e l{ ~
f-eJe I do of
U thi't.~
L~
PHONE CONTACT 8/3 -2 'IS--li7 75
OWNER'S NAME
JOB SITE ADDRESS
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
~m~l4ld ~trdc..
PARCEL ID # ZL( - cD'- 2 i-067D -O(:)("Jm')-2'ffo (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: jttNEW CONSTRUCTION D ADDITION DALTERATION D REPAIR D INSTALL
DSIGN
DMOVE
D DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
DMULTI-FAMILY
0# OF UNITS
o MOBILE HOME
~THER
D COMMERCIAL
o INDUSTRIAL
o SWIMMING POOL
DESCRIPTION OF WORK
o RESTAURANT
CL,<lt\Jf.t't)
X. Z 7:-
& HEALTH DEPARTMENT APPROVAL
BUILDING SIZE I a
() ( V\ <-t-( vc... tl o-dk + .s h ~J
SQUARE FOOTAGE 2_ ""Z D HEIGHT
10 '
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
P(BUILDING
D ELECTRICAL
$
6 rs-S
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
D FLORIDA POWER
D W.R.E.C.
.. PLUMBING
D MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
D GAS
D ROOFING
D SPECIALTY
D OTHER
TYPE OF CONSTRUCTION: D BLOCK
D FRAME
D STEEL
D OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES D NO
BUILDBR
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
,,4 'I'b 2 /'1/ vA! /' //?/ /N /J1~.::.rf
,<: x O~ ~ o/'7tJ
SIGNATURE
******************************************************************
BLBCTRICIAN
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
PLUllBBR ~
SIGNATURE~' ,
. I
******************************************************************
******************************************************************
COMPANY ,13, /1 (
STATE CERT OR REGIST #
CITY PROCESSING #
Pi. t/ #11 6//10
u
7. i/2-
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHBR
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
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
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, 813-788-6611,
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
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 comm~nced 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 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 ~ ATTORNEY_BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE D 'T NEED RECORD D POST A ~NOTICE OF COMM ~NT".
SIGNATUR .
SIGNATUR .
acknowledged
1!L-
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this ~day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknowledged
19
of identification)
take an oath,
(name of person acknowledged)
[1ho is personally known to me, or
o who has produced
(type of identification)
and who Ddid DUd not take an oath
(name of person acknowledged)
Dwho is personally known to me, or
o who has produced
(type
and whoD did Ddid not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
111111111111111111111111111111111111111111111111111111111111
2003067062
NOTICE OF COMMENCEMENT
FL-D t2-1 ~ i4
County of
~A$G6
State of
THE tmDERSIGNED 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.
Z-l( - 2." - 2../- L)D7 () .,- ooooc;.- z..Y:io
(Legal description of the property
and street address if available)
P/-'1?,/ ~~M /5A~c/
/
2.
. ~.
G~neral Description of Improvement
Rcpt.: 672430
os: 0,00
04/16/03
Rec: 6,00
IT: 0,00
_____ Dpty Clerk
3. Owner Information: Name I+L t- /lvt/~/IA C/fb/2.etZA
l\ddress 3S2? fe.lZldlJ+ (A City Zo/A~( /& State H. .i':rWd
Interest in Property:
Name of Fee Simple Titleholder:
(If other th~n owner)
Address City
JEO PITT"ANft PASCO COUNTY CLERK
04/16/03 1~: 27am 1 of 1
OR BK 5317 PG 1811
State
4. Contractor: Name /4 ....f~ "2 /lL V/ttI/1VJ4? Ih.bdvc/5 -Zt<-
"
R Address i./92!il Ar/ffr'//L--T Q City 2~A'1#..h,/I~ State PL 3:l.."Yd
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.lrat..lon date ot Notlc,e or Commencem~nt. (the expIratIon date is 1 year
fr0mthe date of recordlng unless a dlfferent date is specified.)
Signature of Owner:
'77;'17,"
..'
Sworn to and subsca;ibed before me this c?7
~al{)o:5 .
/);,/ t..",.f,-Y/,/,,~
day of /J?u/t/L
Notary Public:
My Commission Expires:
PC9:10!i:104A
S I '('Ii: I'I.AN
(RESIDENTIAL USE ONLY)
PARCEL 1.D,
zcf
SEC
~
1~P
2(
RNG
~
SUBD
~
BLOCK
z-'f/o
LOT
DATE, J /ZYjo"7
All drawings shall be drawn to scale or fully dimensioned for all parcels,
<'
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~
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10 () P
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Vl~ .( r~
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51
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,
I
SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS AND SETBACKS, ALSO, INDICATE
ANY BODIES OF WATER, TREES (INCLUDING SIZE, DIAMETER, TYPE), AND ROADWAYS (INCLUDING
NAMES) ADJACENT TO TIIE PROPERTY. INDICATE TIIE.SIZE, YEAR, AND NAME OF HOBlLE; SUCH AS
12' X 60'. 1981. FLEETWOOD.
ALL "EASEMENTS", "PROPERTY LINES", "RIGIIT-OF-WAY". and "JURISDICTIONAL LINFS" must be
shown on all site plans.
DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE.
III
~
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o
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II:
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.... ....
e "
.'!
.. '.
Noel~ HONE SET-UP
rear (150' )
- 150' 40'
" -
8 II) a
II) "e
.... .... .-
, . 25' _oc,,! Ealuin, e
.. ~2 ..
'. '. .".... ..
HOUSE CONSTRUCTION
rear <.0')
150'
ROAD MANE
ROAD HANE ROAD NANE
PL = PROPERTY LINE
R/W = RIGHT-Of-WAY 0 II: TREES
APPROVED SITK PLAN MUST BE POSTED AT JOB LOCATIaf.
NOTICE 01' DKKD RBSTJUCrIc:If
THIS PKRKIT ..y be subject to ''Deed R88trictiosw" which' are .ore re.trictive tbm1 Ccnmty
regulations. The permit holder ..~ r88ponaibility for c~lianc.. with any applicable
deed r88trictiosw.
site05:ce
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SECTION 5 ROOF OVER SYSTEMS
I 1<-
I ....l...
, i
I .
I 0 -=::: .....c:::
I 0 '7"
I -.:t
L-r
1 48.00R 1
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-LOCKPANEL@
SCALE: 3R = 1 '-{l"
Table 5.3 Structall Building Systems Inc. Snap & Lock@ Composite Roof Panels
Allowable Spans For Compos Ita Roof Panals @ Vartous Loads for Roof Ovel1l
Manufactul1ll1l Proprtetary Product: Aluminum Alloy 3105 H-14, H-28 Foam Core E.P.S. l' Density
3" x 48" x 0.024" Panels 3" x 48" x 0,032" Panel.
Wind Maximum Allowable Span Wind Maximum Allowable Span
Region 1&2 3 4 Max Region 1&2 3 4 Max
Span Span Span Cantilever Span Span Span Cantilever
100 M.P.H. 15'-3" 1T-1" 16'-6" 4'.{)" 100 M.P.H. 1T-11" 20'.{)R 19'-4" 4' .{)"
110 M.P.H. 13'-3R 14'-10" 14'-4" 4'.{)- 110 M.P.H. 1S'-7" 1T-5" 16'-10" 4'.{)"
120 M.P.H, 12'-2" 13'-8- 13'-2" 4'.{)- 120 M.P.H. 14'-4" 15'-11" 15'-5" 4' .{)"
123 M.P.H, 11'-11- 13'-4" 12'-10" 4'.{)- 123 M.P.H. 13'-11" 15'-7" 15'-1" 4'.{)"
130 M.P.H. 11'-3- 12'-7" 12'-2- 4'.{)- 130 M.P.H. 13'-3" 14'-10- 14'-4- 4'.{)-
140 M.P.H. 10'-11" 12'-2- 11'-9" 4' .{)" 140 M.P.H. 12'-9- 14'-4" 13'-10" 4' .{)"
150 M.P.H, 10'-2" 11'-4 " 10'-11" O'.{)" 150 M.P.H. 11'-11" 13'-4" 12'-11" 4'.{)-
4" x 48" x 0.024" Panels 4" x 48" x 0.032" Panels
Wind Maximum Allowable Span Wind Maximum Allowable Span
Region 1&2 3 4 Max Region 1&2 3 4 Max
Span Span Span Cantilever Span Span Span Cantilever
100 M,P.H. 16'-9" 18'-9" 18'-1- 4'.{)- 100 M.P.H, 19'-10. 22'-2" 21'-S" 4'.{)"
110 M.P.H. 14'-6" 16'-3- 15'-8- 4'.{)- 110 M,P.H. 1 T-3- 19'-3" 18'-7" 4'.{)-
120 M.P.H. 13'-4" 14'.11" 14'-5" 4'.{)" 120 M,P.H. 15'-10" 1T-9" 1T-2- 4'.{)"
123 M.P.H. 13'-1" 14'-7" 14'-1" 4'.{)" 123 M.P.H. 15'-6" 1T-4" 16'-9- 4'.{)"
130 M.P.H, 12'-5" 13'-10" 13'-5" 4'.{)" 130 M.P.H. 14'-8" 16'-5" 1S'-10" 4' .{)"
140 M.P.H, 11'-11" 13'-4" 12'-11" 4'.{)" 140 M.P.H. 14'-2" 15'-10" 15'-4" 4' .{)"
150 M.P.H, 11'-2" 12'-6" 12'-1" 4'.{)" 150 M.P.H. 13'-3" 14'-9" 14'-3" 4' .{)"
Note: Spans may be interpolated.
Lawrence E. Bennett, P.E. ~
STRUCTALI:
GML ENGINEER. DEVELOPMENT CONSUL TANT I _UILDINO BV_T.MB I
P.O. BOX 4368. SOVTIi DAYTONA, Fl. 32121
TELEPHONE (386) 767-4774 350 BURBANK. OLDSMAR, FL 34677--4906
LOCAL (813) 855-2627
FAX (386) 767~56 NATIONWIDE 1--800-969-3706
SEAL FAJ< (813)854-2802
'"A.GE
@ COPYRIGHT 2002
5-22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SCREEN, VINYL, GLASS & MODULAR ROOMS
SECTION 3
INTERIOR BEAM
TABLE 3,1.4 OR 3.1,5
ALUMINUM ROOF SYSTEM ~ /
PER SECTION 7 /~ //
II' /' /'
H ..
i;:
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)
/r;
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N,T.S.
Lawrence E. Bennett, p, E.
CNfL ENGINEER - DEVELDPMEIfl CONSUL rANT
P.O. BOX 4368, SOUTli DAYTONA. Fl32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
SEAL
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOlfT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E
PAGE
3-1
SCREEN, VINYL, GLASS & MODULAR ROOMS
MIN_ 3-112" SLAB 2500 PSI
CONC. 6 x 6 -10 x 10 W.W,M,
OR FIBER MESH
CHOR RECEIVING CHANNEL
TO CONCRETE WI FASTENER
(PER TABLE) WITHIN 6" OF I
EACH SIDE OF EACH POST @
24" O,C. MAX,
VAPOR BARRIER UNDER
CONCRETE
SECTION 3
2" x 2" OR 2" x3* 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 1
SCALE: 3" = 1'-0"
CHOR RECEIVING CHANNEL
TO CONCRETE WI FASTENER
(PER TABLE) WITHIN 6" OF I
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, EMBEDMENT INTO
CONCRETE
ALTERNATE POST TO BASE CONNECTION - DETAil 2
SCALE: 3" = 1'-0"
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMEWT CONSUL TANT
P.o. BOX 4368, SOUTH DAYTONA, Fl32121
TELEPHONE (386) 701-4774
FAX (386) 767-6556
SEAL
PAGE
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WlTHOlfT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
3-13
SCREEN, VINYL, GLASS & MODULAR ROOMS
AN ROOF, COMPOSITE PANEL
OR HOST STRUCTURAL
FRAMING
(4) #8 x 1/2" S.M.S. EACH SIDE
OF POST
1 x 2 TOP RAIL FOR SIDE
WALLS ONLY OR MIN_ FRONT
WALL 2 x 2 ATTACHED TO
POST W/1" x 1" x 2" ANGLE
CLIPS EACH SIDE OF POST
GIRT OR CHAIR RAIL AND KICK
PLATE 2" x 2" x 0.032" MIN.
HOLLOW RAIL
ANCHOR 1 x 2 PLATE TO
CONCRETE WITH 1/4" x 2-1/2.
CONCRETE ANCHORS WITHIN
6. OF EACH SIDE OF EACH
POST AT 24" O,C. MAX, OR
THROUGH ANGLE AT 24" O.C.
MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6 x 6 -10 x 10 W.w,M,
OR FIBER MESH
/
I
SECTION 3
1" x 2" TOP RAllS FOR SIDE WALLS
WITH MAX, 3,5' LOAD WIDTH SHALL
HAVE A MAXIMUM UPRIGHT
SPACING AS FOllOWS
WIND ZONE MAX. UPRIGHT
SPACING
102 7'-0"
110 6'.7"
120 6'.3"
123 6~1"
130 5'-8"
140 5~1"
150 4'.11.
INTERNAL OR EXTERNAL
'l' CLIP OR 'U' CHANNEL CHAIR
RAil ATTACHED TO POST WI
MIN. (4) #10 S,M.S,
1 x20R2x2ATTACHEDTO
BOTTOM W/1" x 1" x 2" x 1/16"
0_045. ANGLE CLIPS EACH SID
AND MIN, (4) #10 x 1/2" S,M.S.
1" x 2" x 0,032" MIN. OPEN BAC
EXTRUSION
1.1/8" MIN, IN CONCRETE
VAPOR BARRIER UNDER
CONCRETE
POST TO BASE, GIRT AND POST TO BEAM DETAil
SCALE: 3" = 1'-0"
Lawrence E. Bennett, P,E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
po. BOX 4368. SOlfTli DAYTONA FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-Q556
SEAL
PAGE
@ COPYRIGHT 2002
NOT TO BE REP~OOUCED IN WHOLE OR IN PART WITHOlJT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETI, PE
3-11
SECTION 3
SCREEN, VINYL, GLASS & MODULAR ROOMS
Table 3.1.1-110 Allowable Edge Beam Spans - Hollow Extrusions
For Screen or Vinyl Rooms I Open or Partially Enclosed Structures
For 3 second wind gust at 110 MPH velocity; using design load of 19 #/SF (32 #/SF for Max, Cantilever)
AI
umlnum Alloy 6063 T-6
2" x 2" x 0.044" 2" x 2" x 0.055"
Load Max. Span '1.' / (bending 'b' or denectlon 'd') Load Max. Span 'L' / (bendllg 'b' or deflection 'd')
Width (ft.) 1&2Span 3 Span .. Span Max. Width (ft.) 1 & 2 Span 3 Span .. Span Max.
Cantilever Cantilever
5 4'-4" d 5'-4" 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'-4" d 5'.3" b 5'-1' b 1'-1' d
7 3'-10' d 4'-6' b 4'-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'.:r b 4'.S" b 0'.11. d
9 3'-6" b 3'-11. b 3'-10. b 0'-11. d I 3'-9" d 4'-4. b 4'-2" b 0'-11. d
10 3'-4' 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'-4' b 0'-10' d 12 3'-4' b 3'.9" b 3'-7" b 0'-10' d
3" x 2" x 0,045" 3" x 2- X 0,070"
Load Max. Span '1.' / (bending 'b' or deflection 'd') Load Max. Span 'L' / (bendllG 'b' or deflection 'd')
Width (ft.) 1 & 2 Span 3 Span .. Span Max. Width (ft.) 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
6 4'-6' d 5'-6' d 5'-5' b 1'-1. d 6 5'-4' d fr-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
8 4'-1" d 4'-10' b 4'-8. b 1'-0. d 8 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 9 4'-8' d 5'-9' 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'-11" b 0'-11' d 11 '4'-4' d 5'-4' b 5'-2' b 1'-1' d
12 3'-7" b 3'-11' b 3'-10" b 0'-11" d 12 4'_3. d 5'-1" b 4'-11" b 1'-1' d
2" x 3" x 0.045. 2" x 4" x 0.050"
Load Max. Span '1.' / (bending 'b' or denectlon 'd') Load Max. Span '1.'/ (bendl iii 'b' or deflection 'd')
Width (ft.) 1 &2Span 3 Span .. Span Max. Width (ft.) 1 &2Span 3 Span .. Span Max.
Cantilever Cantilever
5 5'-11. d 6'_11' b 6'-9' b 1'-6" d 5 8'-1' d 9'-7" b 9'-3' b 2'-0" d
6 5'-7" d 6'-5" b 6'-2" b 1'-5. d II 7'-7" d 8'-9. b 8'-5" b 1'-11' d
7 5'-3. b 5'-11' b 5'-9' b 1'-4. d 7 7'-3" d 8'-1. b 7'-10" b 1'-10. d
8 4'-11' b 5'-6" b 5'-4" b 1'-3. d 8 6'-9" b 7'-7" b 7'-4" b 1'-9" d
9 4'-8" b 5'-3' b 5'-0" b 1'-3. d I 6'-5' b 7'-T b " fr-11. b 1'-8' d
10 4'-5' b 4'-11' b 4'.S" 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'-9' b fr -S" b fr-3' b 1'-7" d
12 4'-0' b 4'-6' b 4'-4' b 1'-1. d 12 5'-6' b fr-T b 5'-11' b 1'-6' d
Note:
1. Abave 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.
CML ENGINEER. DEVELOPMENT CONSULTANT
P,O. BOX 4368. sourn DAYTONA, Fl32121
TELEPHONE (386) 767.J.n4
FAX (386) 767-0556
SEAL
PAGE
3-26
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRI1TEN PERMISSION OF LAWRENCE E. BENNETT, P_E.
SECTION 4
#8 x 1" WOOD SCREWS WI 5/8"
WASHERS (3) PER PANEL
2" x 4" TOP PLATE PRESSURE
TREATED PINE (PRESSURE
TREATED LUMBER OPTIONAL
WITH COMPOSITE PANEL)
DOUBLE TOP PLATE
REQUIRED FOR WALLS
EXCEEDING 16'..{)" IN LENGTH
SHEATHING:
1/2" PLYWOOD OR
STRUCTURAL GRADE
THERMAl PLY WI SIDING
PRESSURE TREATED 2 x 4
PLATE
1/4" x 3" BOLTS OR T-BOLTS
INTO CONCRETE SLAB @ 24"
O.C. WI 118" x 2" SQUARE
WASHERS
# 5 0 BAR CONTINUOUS
STRUCTURES WITH WOOD & ALUMINUM
FRAMING COMPONENTS
t ALUMINUM COVER
~ (SEE SECTION 7 FOR
CONNECTION DETAILS)
" HURRICANE ANCHORS WITH
NUMBER OF NAILS PER
MANUFACTURER'S SPECS
-------------
.....---......
-:-<..- ~
"
"
2 x 4 NAILER FOR WALLS
EXCEEDING 8'..{)" IN HEIGHT
(UP TO 1 O'..{)" TOTAL STUD
HEIGHT)
2" x4" STUDS
~
3-112"
~ -----.l
FOOTING AS REQUIRED
6" x 6- -10 x 10 WELDED WIRE
OR FIBER MESH
TYPICAL UTILITY SHED WALL SECTION
SCALE: 1-112" = 1'..{)"
i
MIN, 6" TO
GRADE
~
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMENT CONSULTANT
P,O. BOX 4368, SOUTli DAYTONA, Fl32121
TElEPHONE (386) 767-4n4
FAX (386) 767-6556
SEAL
PAGE
@ COPYRIGHT 2002
4-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOllT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.