HomeMy WebLinkAbout03-1895
BUILDING PERMIT
Permit N!
CITY OF ZEPHYRHILLS
(813) 780-0020
1895
Date 3..--'1- (J 3
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Property Owner:
Job Address:
Parcel 1.0. #
~s ;;r;.'41oA-<A-~~_
~t...14 t{ ~cU-'- AI.
Water Meter:
kf ..2~ T_LF.'s:
[ 'c/ j?,l'nf'
Zoning:
OescriDtion of Work
Energ)\ Code:
S~1I ~
'1)_ Radon Gas:
viii ~
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
City License Registration #
State Certified License#
Permit Fee
)c:,Signatu re
Company
Address
Xl'elephone#
9 :t. ;20 ~
~}/~.
F
Valuation or
Contract Price
Cf (i5
I
It/3'- 7/S-~ 7.J'2"5
If +e Z III UYI-\N.
feFIP Ig?:A
Ref'~/R11
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-
F al
SLB
Tub Set
Water
Sewer
Fin
Breakers
Ducts Insl
Compr
Fi
BUILDING
ELECTRICAL
Ftr. .; ~/i/'o5 ;lW
Pre SLB
Lintel
FRM. ~/ .3'- ). <; - 0 '3 /IfD
Insul. CL
WL
Driveway ,/
5he~f/t,; It - .J-;2C"~ 3 'KL lfJ-ffO
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.
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DBPARTMENT 5335 8~ STRBBT ZBPHYRHILLS, PL 33540
PhoDB:813-780-0020 Pax:813-780-0021 1 .2J~~3
DATB RBCBIVED ~ -~-4V
PLANS REVIEW PEE
~3'-3-ln
OWNER'S NAME
-.Jl4~.e6
t=' , 8 I U b ~ us J....
3if<-lq /1e~/do-f- / P-Ae
PHONE CONTACT {YO - "27-02':>r
~.f- 2-)0 t!:muA!/ ~(/1fe
JOB SITE ADDRESS
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID #
.# dc>COQ - O~(OBTAIN FROM PROPERTY TAX NOTICE)
--z
WORK PROPSED: ~EW CONSTRUCTION
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
OSIGN
o MOVE
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
OMULTI-FAMILY
0# OF UNITS
o MOBILE HOME
~THER
o COMMERCIAL
o INDUSTRIAL
o SWIMMING POOL
CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK
S,LI~ 1/ t///fCjL'--
BUILDING SIZE
220
SQUARE FOOTAGE
A:.L?:TV7P't
ZZO
HEIGHT
1':-/~ ",
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.
PBRMITS REQUESTED
)8( BUILDING
o ELECTRICAL
$
q/75
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
D
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
D ROOFING
D SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: D BLOCK
% FRAME
o STEEL
D OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES 0 NO
BUILDBR
/L.Lf
COMPANY A ~ Z A/?-"Af/~~ /~~ Zt<:
STATE CERT OR REGIST # ~X 00 .s-6 'Y7 0
CITY PROCESSING #
SIGNATURE
ELECTRICIAN
***********************;;;J****** ***************
L' 10 COMPANY
(A . d / C/ 1 V STATE CERT OR REGIST
l~~ CITY PROCESSING #
SIGNATURE
* ****************************************************************
PLUMBER ~~, /: COMPANY
~ ~1' STATE CERT OR REGIST #
SIGNATUR~ ..~........~..................~~~.~~~~~~~~~~.~...~::.:'~..
MBCHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER I
SIGNAT R~ .
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this pelEit may bE~ subject to ~deed restrictions~ which
may be more restrictive than City regulat:ions. The undersigned assumes responsibility -for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOH 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 OWIler 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 AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VAL~y.oo N~ED RECO D POS'I' A "NO'nCE OF ENCEMEN'I'" . _
SIGNAT
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
(name of person acknowledged)
Owho is personally known to me, or
(name of person acknowledged)
C1ho is personally known to me, or
o who has produced
(type
and whoD did Ddid not
of identification)
take an oath.
o who has produced
(type of identification)
and who Odid DUd not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
U!W~g~J~/IIIIII/IIII 111/1111111111111111/111/111
NOTICE OF COMMENCEMENT
State of
FL ()1Q.{ fJ ..4
County of
Pf1~~
THE tmDERSIGNED hereby gives notice that improvement will be made to czrtain
real property, and in accordance with .Chapt~r 713, Florida Statutes, the
following information is provided in thlS Notlce of Commencement:
1. Description of Property: Parcel No. 2. L( -2~ -21 -{)(')'"'o -dC/(~ .-OZS<5
(Legal description of the property and street address if available)
2.
General Description of Improvement
L.4t-J /'l- :r
/ .. // .. L"'"
////1,/ ~tt -I_)/Iep
/'7-' .x / <:? // ,? rr t"'c
/
i
3.
Owner Information: Name
'- )At,"'l -e .-S
c-
6/LI EAuch
v
Address "3 <{4(c./ foz(J(j..{- i-#Yi-e City
Interest in Property: L-'~ 4I
Name of Fee Simple Titleholder:
(If other th~n owner)
2~( '[/Lit c {(,5-
Rept: 657897
OS: 0.00
02/25/03
State Fe: 3'3)'"0/'6
Ree: 6 0
IT: . 0
0.00
Opty Clerk
Address
City
State
Contractor: Name
II 1-0
'7 #tv/kl/l'--'~ /40JL/r--,/<: Me:.. I
"
ci t y 2-c,,c;ti'f~( I/-!; Sta te tC:..[ ::r'-7'S5"?
4 .
~;?~~!
1>,._".,-.-
"t-""l>".
~j f1
Address II v. 6" K
/9' 2-
~./ Surety: Name
Address
City
State
~S92~~~~"\\ : f~;O fOUNT:,. C'iERf<
OR Sf< 5250 PG 1070
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~ratlon date 01 Notice ot Commencement (the expiration date is 1 year
fr?mthe date of recording unless a different date is specified.)
Signature of Owner: . ~..#<( :;( I~A/t/~
Sworn to and SUbsc<<bed before me this <:91..\ " day oifi)o .
~dOO? .
,
Notary Public:
\
VtwP
l 3- d- ~ 1) ~
ONIiAG JONES
~~-:r.~'ri(~~ MY C~MM\SS\ON II OD 01:05
i*: ;1 EXPIRES: March 22'~rIter&
~
My Commission Expires:
pra"ln~"lf'l".Q
SITE PI.AN
(RESIDENTIAL USE ONLY)
PARCEL I. D.
--li
SEC
Z,
TWP
z(
RNG
&0'0
SUBD
d:voo
BLOCK
o 1..5 ()
LOT
DATE: 2/2. t~ 3"
t ~
All drawings shall be drawn to scale or fully dimensioned for all parcels.
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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 THE PROPERTY. INDICATE THE. SIZE, YEAR, AND NAME OF MOBILE; SUCH AS
12' X 60'. 1981. FLEETWOOD.
ALL "EASEMENTS" t "PROPERTY LINES" t "RIGHT-OF-WAY" t and "JURISDICTIONAL LINES" must be
shown on all site plans.
DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE.
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or;
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NoeIL~ HONE SET-UP
r.ar (180' )
0 150' 40' ~
~ a
8 II) 28'
II) o.
- - -:::
. . 28' 0--: ElIiuin. .
,. ,. ~Z ,.
';; ';; Ih.d ..
80'
"OA D NANE ROAD /'fANE
HOUSE CONSTRUCTIOH
rear (80')
ROAD /'fANE
PL
PROPERTY LINE
R/w = RIGHT-OF-WAY
o = TREES
APPROVKD SIn PLAN MUST BE POSTIm AT JOB LOCATIat.
NOTICE 01' DEED RESTJUCTIaI
THIS PKRKIT I118Y be subject to ''Deed RestrictiCJIW" which 'are .ore r_trictive than County
regulations. Tbe pe~it holder as~ responsibility for c~lianc_ with any applicable
deed restrictions.
slteOS:ce
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SCREEN, VINYL, GLASS & MODULAR ROOMS
SECTION 3
INTERIOR BEAM
TABLE 3.1.4 OR 3.1.5
ALUMINUM ROOF SYSTEM
PER SECTION 7
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS
CARRIER BEAM POST
--~ ---
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 SOLlC ROOF ENCLOSURE
SCALE: N.T.S.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL rANT
P.O. BOX 4368. SOllTli DAYTONA. FL 32121
TELEPHONE (386) 7fJ7~774
FAX (386) 767-6556
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P_E_
SEAL
PAGE
3-1
SECTION 2
. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SEE CONNECTION DETAILS
(SECTION 7)
FOURTH WALL FRAMING
WHERE REQUIRED
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
UTILITY SHED WALL SECTION
SCALE: 3/16- == 1'..0-
'.
SEAL
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSUL rANT
P.O. BOX 4368, sourn D^YTONA. FL 32121
TELEPHONE (386) 767-4n4
FA)( (386) 767-6556
PAGE
2-4
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PARTWITHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SECT10N 7
SOUD ROOF PANEL PRODUCTS
-aole ".3.1 Structall Building Systems Inc. Snap & LocI<: @ 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:
J" x ~" x 0.024" Panels Glass Rooms
Open Structures Screen Rooms I Partially Enclosed Enclosed Overhang,
I
Wind Mono-Slooed Roof I Cantilever
'<eglon ~&2 I J I 4 1&2 3 4 1&2 3 4 1&2 I 3 4 All
. span I span span span span span span span span span span span Roofs
. 00 '>\PH i ~ 2'.7" ~ (' .5" a-8- 2,'.,4" 23'.10- 23'.0- 10',3- 11'.S- 11'.{)- 1S'.3- 17'.1- 16'.6- ~'..;]-
<20 MPH 1'.:0- 2' ~ ~ ;.. 12'-{i- 20'.,4" 22'.9- 21 '.11" g'.,4" 10'-5" 10'.1- 13'.3- 14'.10- 14'.,4" 4'.{)-
11 '-Q- 10'-8- 18~-8- 20'.11" 20'.2- 8' -{i- g'-6- 9'.2- 12'.2- 13'-8- 13'.2" 4'.0]-
123 MPH I 9' ~- 10'.9- '0'.,4" 18'.7" 20'.9- 20' .{)- 8'.,4" g'-4" 8',11" 11'.11" 13'-4" 12'.10- 4'.{)-
.(
130 MPH 1 9'.1- 10'.2" g'.10" 1 7' .S' 19'.S- 18'.10- 7'.11- 8'.10- 8' -{i- 11"3- 12'.7" 12'.2- 4'.{)-
140 MPH I 8'.5" 9'.S" 9' '" 16'-4" 18'.3" 17'-8- 7'-4- 8'.2- 7'.11" 10'.11- 12'.2- 11'.9- 4'.0-
.,
; 150 MPH i 7'-10- S'.g- 8' ~- 1S'.1- 16'.10- 16'.3- 6'.10- 7'.7" 7'-4- 10'.2- 11'-4- 10'.11- 3'.1,"
'0
J" x 48" x 0.030" Panels Glass Rooms
I Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I
Wind Mono-Sloped Roof CantJlever
Region I 1&2 J 4 1&2 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 MPHI 1S'.3- 20'.5" 1 g'.g- 24'.11- 27'.11" 27' .{)- 12',10- 17'-8- 13'.10" 17'.11- 20' .{)- 19'-4- 4'.{)-
· 110 MPH 13' -{i- 1S'-8- 18'.{)- 23'.10- 26'-8- 2S'.9" 10'.11- 13'.1- 12'-8" 1S'.7" 17'.S- 16'.10- 4'.{)-
i 120 MPH 12'-4- 13',10- 13'-4- 21',11' 24'-6- 23'-8" 9'.11- 11 '.2- 10'-10" 14'-4- 1S',11- 1S'.S- 4'.0"
i 123 MPH 11'-3- 13'-{i- 13'.{)- 21'.g" 24'-4- 23' -{i- g'.g- 10'.11- 1 O'-{i- 13'.11' lS'.7" 1S'.1- 4'.{)'
[130 MPH 10'-8' 12'.9- 12'-4- 20'S 22'.10" 22'.1' 9'.3" 10'-4' 9'.11- 13'.3" 14'.10- 14'-4- 4'.0-
1140 MPH 9'.11- 1 ~ '-1 .. 10'-8- 19'.2- 21'.S- 20'.9- S'.7" g'.7" 9'.3- 12'.9- 14'-4- 13'.10- 4'.0-
! 150 MPH 9'.3- 10'-4- g'.11" 17'.8- 19'.9" 19'.1' 7'.11" S'.11- S'-8" 11'.11- 13'-4- 12'.11" 4'.{)"
4- x 48" x 0_024" Panels Glass Rooms
I Open Structures Screen Rooms "Partially Enclosed Enclosed Overhang I
Wind Mono-Sloped Roof Cantllever
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
1100MPH 13'.10" 19'.1" 1S'.5- 23'-S- 26'.2- 2S'.3- 11'.2- 13'.S" 12'.11' 16'.9" 18'.9- 18'-1'" 4'-0-
: 110 MPH 12'-8- 17'.S- 13'-8- 22'.3- 24'.11- 24'.1" 10'-2- 12'.3- 11'.{)- 14'-6- 16'.3- 1S'.8" 4'.0-
. 120 MPH I 10'.10- I 12'.11- 12'-{i" 20'-6- 22'.11" 22'.2- 9'.,4- 10'.S- 10'.1' 13'-4- 14'.11- 14'.S- 4'.0-
123 MPH i 1 '"'" ~.. 12'-7" 11 '.5" 20'-4' 22'.9- 21'.11" g' .. 10'.2- 9'.10- 13'.1" 14'.7" 14'.1" 4'.0"
u-c .,
130 MPH I 9' - ~ ~ .. l' '-2" 10'.10" 19'-1- 21'-4- 20'.7" S'.8- g'-8" 9'-4- 12'.S- 13'.10- 13'-5" 4'-0-
14G MPH ) :]'.3'" I 10'-4" 1 O'-Q" 17',11- 20'-1" 19'-4" 8'..;]- S'-11" S'-8- 11'.11- 13'-4" 12'.11- 4'.0" I
.150MPH' 3- ~" , 9'-3- 9'.,4- 16'.6- lS'.6- 1 {'-: OOO 7'-{i" 3'-4- S'.1- 11 '.2" 12' -{i- ~ 2'.1" 4'..]" !
4" x 43" x 0_030" Panels Glass Rooms I
I Open Structures Screen Rooms Partially Enclosed Enclosed Overhang J
Wind Mono-Sloped Roof Cantilever
Region 1&2 I 3 4 1&2 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! 20'.3" 22'-a" 21'.10- 27'.9- 30'.11" 29'.11" 17'.6- 19'.7" 18'.11- 19'.10- 22'.2- 21'.S- 4'-Q" I
1110MPHi 1 a'-{i" 20'-8- 19'.11- 26'.S- 29' -{i- 28'.7" 12'.11- 17'.11 - 14'.0- 17'.3" 1 9'.3- 18'.7" ~' "" i
-OJ
:120MPHI . 3'.a" 18',10" 18'.3- 24'-4' 27'.2- 26'.3' 11'.1- 13'.3" 12'.10- 1S'.10" 17'.9- 17'.2- 4'.0"
123 MPH 13'-4" 18'.5" 17'.g" 24'.1" 26'.11" 26'.1- 10'.10" 12'.11- 12'.{)- 1S'-6" 17'.,4- 16'.9" ~'.O"
130 MPH I ' 2'-3" . ~'-5" 13'.8" 22'-8- 2S'-4" 24'S 10'-3" 11'.{)" 11'-1- 14'.8" 16'-5" 1S'.10" 4'-0-
: 140 MPH! i C'.11- I 13"-2" 12'-8" 21 '.3" 23'.9- 22'.11- g'.{)- 10'.8" 10'-3- 14'.2" 1S'.10" 1S'-4- 4'.0"
150 MPHi . 0'-3" . 2'-3" 1 "'.1 " 19'.7" 21'.11" 21 '-2- 8'.10- g' .." 9'.7" 13'.3- 14'.9" 14'.3" ~'.O"
I ., I
"~cte -':'::(3] :-acf pane! '/VIeth = room WIdth .,. wall width -+- overhang.
Lawrence E. Bennett, P_E.
CVll ENGINEER. DEVELOPMENT CONSUL T ANT
? G 30X 4368. SOUTH DAYTONA. Fl 32121
,,,,-,,PHONE (386) 767-4774
= 'V( (386) 767~556
~
ST~UCTALL=.
_UILOINO BV!lT.,.",us I
350 BURBANK. OLOSMAR. FL 34677-4906
LOCAL (813) 855.2627
....A TIONWIDE 1.800-069-3706
FAX (813) 854.2'302
.sC,":"'L
:J.'..,~ ::-:
7 -36
~ ~CpvR,!Gr-; 2Q02
'<0- -:::; 3E?E"'lCDUCeCl IN WHOLE OR 'N ".>\AT 'NITHCU'- ,f-;ENRlr"N "co_RMISSION OF LAWRENCe ,,_ 3ENNET:" " E
SCREEN, VINYL, GLASS & MODULAR ROOMS
CHOR RECEIVING CHANNEL
TO CONCRETE WI FASTENER
(PER TABLE) WITHIN 6~ OF I
EACH SIDE OF EACH POST @
24" O.C. MAX.
MIN. 3-112" SLAB 2500 PSI
CONC. 6 x 6 -10 x 10 W.w.M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
SECTION 3
2" x 2" OR 2" x 3" POST
#8 x 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'-o~
CHOR RECEIVING CHANNEL
TO CONCRETE WI FASTENER
(PER TABLE) WITHIN 6~ OF
EACH SIDE OF EACH POST @
24" O.C. MAX.
I
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6 x 6 -10 X 10 W.W.M.
OR FIBER MESH
.
.
#8 X 9/16" TEK SCREWS BOTH
SIDES
CONCRETE ANCHOR
(PER TABLE)
1-1/8~ MIN. EMBEDMENT INTO
CONCRETE
VAPOR BARRIER UNDER
CONCRETE
~.... ':~POST TO BASE CONNECTION - DETAil1-"
SCALE: 3~ = 1 '-o~
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSUL rANT
P.O_ BOX 4368. SOUTH DAYTONA, FL 32121
TELEPHONE (386) 7fi7~774
FAX (386) 76Hi556
SEAL
@ COPYRIGHT 2002
NOT TO BE REPROOUCED IN WHOLE OR IN PART WlTHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. PE
PAGE
3-13
SCREEN, VINYL, GLASS & MODULAR ROOMS
AN ROOF."-
OR~
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
SECTION 3
1" x 2" TOP RAILS 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 x2 OR 2 x2ATTACHED TO
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
1-118" MIN. IN CONCRETE
VAPOR BARRIER UNDER
~
- SCALE: 3" = 1 '-0"
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSUL rANT
P_O_ BOX 4368. SOUTH DAYTONA. FL 32121
TELEPHONE (386) 707-4774
FAX (386) 767-6556
SEAL
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOllT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P_E
PAGE
3-11
ATTACHED & FREE-5TANDING COVERS AND UTILITY SHEDS
SECTION 2
3-1/2R (4" NOMINAL)
ALL SLABS
r-
2'-0" MIN.
BEFORE SLOPE 1
(1) #50-BAR CONT.
TYPE I
FLAT SLOPE / NO FOOTING
0-2"/12R
C/).
w~
-.....
a:'
<:N
>.....
. oil
_--.---.""""l!
/"
IT
12"
TYPE III
STEEP SLOPE FOOTING
> 1'-10"
NOTES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500
PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SlAB, BY
FIELD SOIL TEST OR A SOIL TESTING LAB.
2. THE SlAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS. AND COMPACTED PRIOR TO
PLACEMENT OF CONCRETE.
3. NO FOOTING OTHER THAN 3-112" (4" NOMINAL) SLAB IS REQUIRED EXCEPT WHEN
ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE OF THE
CARPORT OR PATIO COVER EXCEEDS 20'-0". THEN A MINIMUM OF A TYPE II FOOTING IS
REQUIRED. ALL SlABS SHALL BE 3-112" (4" NOMINAL) THICK
4. FOR WOOD FRAME UTILITY SHEDS THE MINIMUM DEPTH OF THE FOOTING SHALL BE 10" FOR
TYPE II FOOTING AND 14. FOR TYPE III FOOTING W/S" MIN. EXPOSED ABOVE GRADE.
5. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH Sx6-10x10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH.
6. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING
SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB-FOOTING DETAILS
SCALE: 3/4" = 1'-OR
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMEHT CONSUL TANT
P_O. BOX 4368. SOUTl-t DAYTONA, FL 32121
TELEPHONE (386) 7fi7-4774
FAX (386) 767-6556
SEAL
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNElT. PE
PAGE
2-23
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)
Aluminum AllOY 6063 T-6
2- x 2- x 0.0""'- 2- x 2w x 0.055"
Load Max. Span 'L' I (bendlna b' or deftectlon 'd1 Load Max. Span 'l'l (bending 'b' or deflection 'cr)
Width (ft.) 1&2Span 3 Span 4 Span Max. Width (ft.) 1 &2Span 3 Span 4 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'~" 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'-7" b 4'-5" b 0'-11" d
9 3'~" b 3'-11" b 3'-10" b 0'-11" d 9 3'-9" :j 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'~" 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'-g- b 3'-7" b 0'-10" d
3W x 2W x O.045w 3W x 2w x 0.070w
Load Max. Span 'L' I (bendlna b' or deftectlon 'd1 Load Max. Span 'l'l tbendlna 'b' or deflection 'cr)
Width (ft.) 1 &2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 4'-9' d 5'-10' d 5'-1 ~. b 1'-2- d 5 5'-8- d 6'-11" d 7'-1" d 1'-5" d
6 4'~" d s'~" d 5'-5" b 1'-1" d 6 5'-4" 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
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 S'-g' d 5'-8" b 1'-2" d
10 3'-9" d 4'-4" b 4'-2" b 0'-11" d 10 4'~" d 5'~' 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
2w x 4w x 0.05Ow
1. Load Max. Span 'L' / (bendlna b' or deftectlon 'd1 Load Max. Span 'L'/ tbendllKl 'b' or deflection 'd')
Width (ft.) 1 &2 Span 3 Span 4 Span Max. Width (ft.) 1 &2 Span 3 Span 4 Span Max.
~-""R Cantilever Cantilever
" b 6'-9" b 1'-6" d 5 8'-1" d g'-7" b g'-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' -g" b 1'-4' d 7 7'-3. d 8'-1" b 7'-10" b 1 '-1 0" d
8 4'-11" b 5'~" b 5'-4" b 1'-3' d 8 6'-g" b 7'-7" b 7'-4" b 1'-9" d
9 4'-8" b 5'-3' b 5'.0" b 1'-3' d IJ 6'-5" b 7'-2" b 6'-11" b 1'-8" d
10 4'-5' b 4'-11' b 4'.9' b 1'-2' d 10 6'-1" b 6' -g" b 6'-7" b 1'-7" d
11 4'-3" b 4'-9" b 4'-7" b 1'-2' d 11 5' -g' b 6'-S- b 6'-3' b 1'-7" d
12 4'.0" b 4'~' b 4'-4' b 1'-1' d 12 5'~" b 6'-2" b 5'-11' b 1'~' d
Note:
1. Above spans do not Include length of knee brace. Add hor1zontal distance from upright to center of brace to beam
connection to the above spans for total beam spans.
2. Spans may be Interpolated.
SEAL
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSUL TANT
P.O_ BOX 4368, SOUlli DAYTONA. FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767~556
PAGE
3-26
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E_ BENNETT. P_E_
A TO L Al>Jt1;\I(".~u~
3L{LfLf 1~I)cT ~
U 1~1L- ~
SO. FT.
PRICE
Main
2'LD
'=>
'Z. ., ,-
Other Area
Under Roof
Valuation:
~
. 6"/500. c
Building:
QO .:J~
f\J I fl
tJ/~
-4)
qz,2c
Electric:
Plumbing:
Mechanical: 1J I ~
Radon: 2 .1-~
School Impact i {I
Fees: I'J V'r
Connection
Fees: ~ lPr
Trans. Impact I \ {I,p(
Fees: ^-J , J
-~~~
~ tfi l{ f fiSlJOt:T ~.
r~D[~~
SQ. FT.
PRICE
Main
Other Area
Under Roof
Valuation:
BuiI,"og' to J
ElectrIc: ((f""
""'0
Plumbing: 0<-1. :>
t(gtf.;~
Mechanical: ~'(
Radon: I V It
School Impact A \)
Fees: (J'- j)'T'
Connection A \ I
Fees: IV ( rr
~=. Impact AJ IVI