HomeMy WebLinkAbout02-1261
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N2
1261
~
/50 ' "/
BUilDING
04-
30'7
ELECTRICAL
(813) 780-0020
f~
'-{5
PLUMBING MECHANICAL
Date ~ - fI" - tJR
Property Owner:
Job Address:
Parcell.D, #
~
JAfVIl.s )- .~JA/~ puIt~
~t ~<tJL{ EVh~d PO(~
~/).nh4/W7~~~j 0(
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Energy Code:
5c~ 12~
Radon Gas: :<...' ;;L:u
J- U'hl~~ ~
Zoning:
DescriPtion of Work
FINAL
C.O.
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
II fo Z IJ !UMN.
,
MOr<!7DN flee.
Inspector
)4'ermit Fee li!i-- ~ /
-' Signature a ~ --..-,/
7" k. '
Company
Address
)l"elephone# ~/5 - 1/5-;2:3
~ 'J~ '
nil II / VI'1J bN'l!
PLUMBING
Valuation or
Contract Price
/~ "5:;;; 7~ ~
City license Registration #
State Certified license#
Ftr, t/ ~_.t r-(/). fI::!C.t2L'fTp, Servo
Pre SLB 4 .-t-tl.:2. fI.r~112(.7 Rough In ,/7 - 3 -tlz
lintel Meter Can
FRM. ./7-3-02 1<.<-1( Const. Pole
Insul. Cl Pool
Wl Pre-Meter
Final
Driveway 14.-t,...47;l JI~ f('t..'f
SlB A...e,' .-p ~ 11ft, ,e't r Breakers
,
/2.l.-It Tub Set t-/7-'1'-01... IZ~ Ducts Insl.
Water Compress
Sewer Final
Final
/1-/~r () 2 /2ty
BUilDING
ELECTRICAL
'.J.~ E,C fj-I/' '02 1(:53 5AurrJe 66
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.
OWNER'S NAME~j{~-t-S>>l1dr., ~r-;j
JOB SITE ADDRESS ,LI !5,;'.(;e # .;li:>'-(
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8~ STREET ZEPBYRBILLS, PL 33540
PhoneI813-780-0020 Pax:813-780-0021
DATE RECEIVED 5" - I S- O~
PLANS REVIEW PEE .
'74f,O
PHONE CONTAC'fJII 2{Z~ ~.yas
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID #
WORK PROPSED: [JNEW CONSTRUCTION
(OBTAIN FROM PROPERTY TAX NOTICE)
[JADDITION
[JALTERATION
[JREPAIR
[J INSTALL
[JSIGN
[JMOVE
[J DEMOLISH
PROPOSED USE: [JSGL FAMILY DWELLING
[JMULTI - FAMILY
[J # OF UNITS
[J MOBILE HOME
[JOTHER
[J COMMERCIAL
[J INDUSTRIAL
[J SWIMMING POOL
CJ RESTAURANT
DESCRIPTION OF WORK ~'~8i
I
BUILDING SIZE ~..,.. It) ~
& HEALTH DEPARTMENT APPROVAL
)
SQUARE FOOTAGE Z. 'U
HEIGHT
tf '''' ,.
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.
[J BUILDING
PERMITS REQUESTED
$ lor s-2?.. bl:J
VALUATION OF TOTAL CONSTRUCTION
[J ELECTRICAL
AMP SERVICE
[J FLORIDA POWER
[J W.R.E.C.
[J PLUMBING
[] MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
~o~
[J GAS
[J ROOFING
[J SPECIALTY
[J OTHER
TYPE OF CONSTRUCTION: [J BLOCK
[J FRAME
[J STEEL
[] OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREA[] YES [] NO
BUILDER
#!7?
COMPANY
STATE CERT OR REGIST
CITY PROCESSING #
SIGNATURE
***************** ************************************************
t1e( ,
#
'Z~~~~~.
*****************************************************
~~ COMPANY ;ail P/uyv...b{A)'
D ,/ - /~ STATE CERT OR REGIST #
SIGNATURE'f.p1t1t 5 & ~A:/l: CITY PROCESSING #
SIGNATURE
. .IA I -r/3 COMPANY ~
n~"" f) .. V' l ~ STATE CERT OR REGIST
~~ CITY PROCESSING #
ELECTRICIAN
PLUMBER
MECHANICAL
******************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
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 comme,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 WNER: YOUR FAILURE TO RECORD A NOTICE OF C
PAYING CE FOR IMPROVEMENTS T YOUR PROPERTY. IF Y
WITH LENDER 0 AN ATTORN BEFORE RECORDING YOU NO
$2,5 VALUE NOT NEED RECORD AND POST A ~N TI
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknowledged
1!L-
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _day of
by
acknowledged
19
(name of person acknowledged)
[]who is personally known to me, or
(name of person acknowledged)
C1ho is personally known to me, or
of identification)
take an oath.
[] who has produced
(type of identification)
and who Ddid [}:lid not take an oath
o who has produced
( type
and whoD did Ddid not
Signature of person taking acknowledgement
Signature\of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
--'-
R4.
5.
6.
7.
8.
9.
5ti!.fIt.! 7iJ 1'17d z 14 J it ~ ~d]J1 c...
);11:61 <!Jr. J-k /)r. ~~H Fi 3fC,fli
1111111111111111I111111111111111111111111111I11111111111 111I
2002085510
State of
~
HO'l'I:CB 01" COMIIBBCBMBRT
County of
~s~c
~HB UNnERS~GMBD hereby gives notice thAt improvement will ~e made to c3rtain
real property, and in accordance with Chapter 113, Flor;ula Statutes, the
fOllowing information is provided in this Notice of Commencoment:
1. Description of Property: Pare'el No. L/.;l.(P tf }-rjJ~ t:;-?1/~D ~....~
/
12"; 0 rL
. property an street a ress ava~ a e)
S:'~~lA tfo6~ +-5cA
2.
Gen~ral Description of Improvement
3.
f'J1ol2trl$
Ownor Information: ~k'e..:S'
1\ddress ~6Y Ian.n;t?v If~ity
Interest in p:operty: tltJltlZY'
Name of Fee Simple Ti.tleholder:
(If other th~n owner)
~oO
Rcpt: 593551
DS: 0.00
06/04/02
Rec: 10.50
IT: 0.00
Dpty CJerk
Address City State
Contractor; Name R ~() 2 #t~u~r,J # c. .
,; ~ n A' f ~ n...... !14 t:.!.'5epl kr
Address /e:? a(:J,/ C/r~ ~ity State, F--
.
JtI~,,~
Surety: N..n.e
Address
~
City
State
JED PITTMAN1 PASCO COUNTY CLERK
06/04/02 0 :33pm 1 of 2
OR BK 4966 PG 850
Amount of Bond: $
Lender: Name
Address
Ci.ty
State
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'(41(7), Florida Statutes:
Name :5:::7~~ Us 1!6~
Address
City
State
In addition to himself, OWner designates
J.I ()~
o~ to receive a copy of the
L~enor's Notice as prov1ded 1n Sect~on 713.13(1)(b), Florida Statutes.
lr..xpJ.rftt'..i.on dat.e ot Notice 01 Conunenoement (t.he exp.lL'At1.on QAte is 1 year
fr~mthe date of recording unless a d~fferent date is specified.)
)(s.J.gnatureOfOwner:g~~~ f- ~..u-~
Sworn to and .Ub.C~; before _ this ,~ day of ./llq V'
~~O~ !
Notary Public: ~~~~~
MyCommissionExpires:
PUBLIC
NAN MILLER
4 NORTH MAIN
MOAB. UT 84532
COMMISSION EXPIRES
DEC. 11.2002
STATE OF UTAH
PC83063048
OR BK
4966
2
PG 8S1
of 2
~
STATE OF FLORIDA
COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE
OR OF PUBLIC RECORD IN THIS OFFI~~TNESS MY
HAND AND OFFICIAL SEAL THIS DAY OF
V (J /1/ E 2 ..QZ)~
iT , CLERK OF CIRCJ+IT'fcruRT
'DEPUTY CLERK
: ~
"
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A TO Z ALUMINUM, INC.
P.O. Box 192. ZEPHYRHILLS. FL. 33539
Z'HILLS(81 3)71 5-75238HuDSON(727)857-1 234
.
Other Address:
. ) , ~
( h K ,:)
38'10 ./t'itJ;V5E~(fTE 7/:. . R.~
"A LLB !<. ()O I< t..! f1L I j- 0;<' /1/ J /I
eA.
Material is quaa1Ie9d to be as specified, and the aboI.e work to be pe. ron.18cl in accad811C8 with the drawings and
. . submitted for aboI.e work and ca.~ in slbstantial 'oG1a'lallike manner for the SOOt d
DoIIars($
, payn81Is to be made as folJows:
_ or _ fnlm __ spec:iIicaIOQ., invaIwing __ 00Ila. will
e~ only upon wriIIen _, and will becclme.. __ cI18rge aver
_lIl8 8tllim.... AI 8gIMlYI_ CllI'IlingWIl upon -. _ or
beyond our carwa. Owner to cany f1.., IDm8do on! _.-.y
upon _ -. WDlk... eom,..,-, on! Public u-,
on wodllD be lIIIc
-
Respectfully submitted
Per
This ~ may be wittldraon ~ us if not accepted
within days.
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are
to do the \Wrk as specified. Payment will be made as outlined abovY"'j
Signature tv , ~~
Date
3 -;;';;)-O"'J-
Signature
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, CITY OF
ZEPHYRHILLS
"NOTICE"
OF ADDITION OR CORRECTION
BUILDING
DEPARTMENT
DO NOT REMOVE
ADDRESS
Lv \ '2. ~ 4
To v ( I'....,~ I ; ;'t"
Dr- .
DATE PERMIT ."
7 /, f, J () l, l 2 ~ f
THIS JOB HAS NOT BEEN COMPLETED The following additiqns or corrections shall be made before the job
. . will be accepted.
I)
t.!.-.) '--~., .(. ,"'-
S L.c. l \
i3 ,~
t:.
()...., h'r
F.-'At
--.-- .
.1- #'1 ') j.Je ( +, ()/'I
,
It ia unlowful tor ony Carpenter, Cantroc:tor, Builder, or other peraona, to
c:oyer or c:ou.. to be c:overed. ony port of the work with flooring. loth, egrth
or other moterlol. unlll the proper Inapec:tor hoa hod omple lime to opprove
Ine Inltollollon.
OfFICE HOURS 8 - 5 MON.-FRI,
SECTION 2 A IT ACHED & FREE-ST ANDING COVERS AND UTILITY SHEDS
T8ble 2.1.1 Allowable Roof Be8m SP8ns for C8rporta, PBtlo Covers, Screen Rooms 8nd Other
Open or P8rtl811y Enclosed Buildings with Solid Roofs
For 3 second wind gust at velocity of 120 M,PH or an applied load of 21" 'sq. ft. . Aluminum Alloy 1083 T ~
2- x 3- x 0.045"' Hollow 2- x 3- x 0.045"' Hollow nit
Load Max. SDlln 'L' , (bendl na 'b' or deflection 'en Load Max. SDlln 'L' , (bendlllG 'b' or detlectIon 'd')
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 &2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 ~ 5'-9" b s'-r b 1'-S" d 5 S'-S" d 6'-S" b 6'-3" b 1'..e" d
1 5'-3" b 5'-1" b 1'~" d 1 5'-3" b 5'.11" b 5'..e" b 1'-S" d
7 4'--4" b 4'-10" b 4'-S" b 1'-3" d 7 4'.10" b S'-S" b -5'-3" b 1'--4" d
a 4'.1" b 4'.r b 4'-5" b 1'-2" d a 4'-7" b 5'.1" b 4'-11" b 1'-3" d
9 3'.10" b 4'--4" b 4'.2" b 1'-2" d 9 4'-3" b 4'-10" b 4'-S" b 1'-3" d
10 3'-S" b 4'.1" b 3'-11" b 1'-1" d 10 4'-1" b 4'-r b 4'-5" b 1'-2" d
11 3'..e" b 3'.11" b 3'-9" b 1'-1" d 11 3'-11" b ..~" b 4'-2" b 1'-2" d
12 3'~" b 3'-9" b 3'-r b 1'-1" d 12 3'-9" b 4'-2" b 4'0{)" b 1'-2" d
T x 4- x 0,045" HoUow nit 2- x 4- x 0.044- x 0.100- Self Matlna Beam
Load Max. Span 'L" (bending 'b' or cIetIectIon 'eI') Load Max. Span 'L" I 'b' or detlectlon 'eI')
Width (ft.) 1 &2 Span 3 Span 4 Span Max. Width eft.) 1 & 2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 S'-S" d 1'-11- d 7'-1" d 1'-6" d 5 7'-S" d 8'-11" b w-r b 2'.1" d
1 5'--4" d w-r d W-S" d 1'-S" d 1 7'-3" d 8'.1" b 7'-10" b 1'-11" d
7 5'0{)" d W-3" d 6'~" d 1'~" d 7 6'-9" b 7' ..e" b 7'-3" b 1'-10" d
a 4'-10" d 5'-11" d 6'-1" d 1'-3" d a 6'~" b 7'0{)" b 6'-10" b 1'.9" d
9 4'-S" d 5'-9" d 5'-10" d 1'-3" d I 5'-11" b 6'-S" b 6'-5" b 1'-S" d
10 4'-S" d s'..e" d 5'-S" d 1'-2" d 10 S'-S" b 6'~" b 6'.1" b 1'-S" d
11 4'--4" d S'~" d S'-S" d 1'-2" d 11 5'--4" b 5'-11" b 5'.10" b 1'-r d
12 4'-3" d 5'-2" d 5'~" d 1'-2" d 12 5'-2" b 5'-9" b 5'-r b 1'-6" d
T x 5" x O.OSO- x O.1or Sew Matlna Beam r x I- x 0,050" x 0.120- Self Matlna Bellm
Load Max. SPIln 'L' , """"1 - 'b' or cIetIectIon 'en Load Max. SDIII 'L" (bendl III 'b' or cIetIectIon 'eI')
WIdth eft.) 1 &2 Span 3 Span 4Spen Max. Width eft.) 1 & 2 Span 3Splln 4 Splln Max.
Cantilever Csntllever
5 9'-r d 10'-11" b 1O'-r b 2'-r d 5 11'-2" d 12'-S" b 12'-3" b 2'-11" d
1 8'-11" b 10'0{)" b 9' -S" b 2'-S" d 1 1O'~" b 11'-r b 11'.2" b 2'-10" d
7 8'-3" b 9'-3" b 8'-11" b 2'-3" d 7 9'-r b 10'-S" b 1O'~" b 2' -S" d
1 7'-9" b 8'-S" b 8'~" b 2'-2" d 1 8'-11" b 10'-0" b 9' -S" b 2'-r d
I 7'--4" b 8'-2" b 7'-11" b 2'-1" d I 8'-S" b 9'-S" b 9'-1" b 2'-5" d
10 6'-11" b 7' .g" b 7' ..e" b 2'0{)" d 10 8'-0" b 8'-11" b 6' -S" b 2'~" d
11 6'-r b 7'-5" b 7'-2" b 1'-11" d 11 7'-S" b 8'..e" b 6'-3" b 2'~" d
12 6'~" b 7'-1" b 6'-10" b 1'-11" d 12 7'~" b 8'-2" b 7'-11" b 2'-3" d
· For Maximum Spllns at wind velocltlu other than 120 MPH, ... conversion tables on the specification page for
tables at the beginning of this section and example below.
NotH:
1_ For high velocity zones, convert to 130 MPH apanl.
2. Above lpans do not Include length of knee bnIce, Add horizontal length of knee brace to above spans for total beam spanl.
Example: To calcualate maximum splln 'L' at 140 MPH wind velocity for:
2" x 4" x 0.045" Hollow TIlt section with load WIdth '" 5' and 3 lpan Overhang Condition
1. Find 'L' at 120 MPH: L. 6'-11"
2. Convert 1..' to decimal feet: L . 6'-11" '" 6.92'
3. SeIec:t the eppropriate multiplier from the conversion t8bIe found on the
lpecltlcatlon sheet at the beginning of thl8 section,
- If the height Is foIIa.ved by 'b' use Bending multiplier.
- If the height II foIIa.ved by 'r! use DefIec:tlon multiplier.
4_ Multiply 1..' In decimal feet by appropriate multiplier.
'L' at 140 MPH Is 6.92' x 0,91 '" 6.29' '" 6'.3"
Lawrence E. Bennett, P.E.
CIVIL ENGlIEER. OEVElOPMENr COHSUl. rANT
P.O. BOX 43ll8, SOUTH DAYTONA. Fl32121
TREPHONE (3lI8) 187....n4
FAX (388) 187.e558
SEAl.
PAGE
2-26
C COPYRIGHT 2001
NOT TO ae REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E_ BENNETT, P_E.
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
r 2'-0- MIN. -,I<- 3-112- (4- NOMINAL)
~
(1) #50 BAR CONT.
.-..-..-.-
.
U).
w..,.
~~
>~
8-
nP.f.J1.
MQt)ERATE SLOPE FOOTING
2-/12- - 1'-10-
(1) #50 BAR CONT.
. 4
-'-'-'-'~
/~
/ .
· 4
TYPE I
FLAT SLOPE / NO FOOTING
0-2-/12-
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 SlABlFOUNDATION 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" 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.
5. MONOLITHIC SlABS AND FOOTINGS SHAlL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-1Ox10
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 " FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAl CODE GOVERNS.
SLAB-FOOTING DETAILS
SCAlE: 314- = 1'-0-
12-
TYPE III
STEEP SLOPE FOOTtN'G
> 1'-10-
SEAL
Lawrence E. Bennett, P.E.
eM ENGINEER. DE\lB.OPM:NTCOHSU. TANT
P.O. BOX 43811, SOUTH ~YTONA. Fl32121
TElEPHONE (388) 787-4774
FAX (388) 787.e55e
PAGE
2-24
C COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCe E. BENNETT, P.E.
SECTION 3
SCREEN, VINYL, GLASS & MODULAR ROOMS
I
{II
'LW FOR
MAX.
UPRIGHT
LENGTH
SELECT EDGE BEAM FROM
f0 TABLE 3.1.1 AND I OR 3.1.2
/ r-- 1.x2-
/1// MIN. 3-1/2- SLAB ON GRADE
OR RAISED FOOTING
I (FOR FOOTINGS SEE DETAILS
PAGE 2-21)
H*
r--
VARIES
TYPiCAl GLASS ROOM WITH SOUD ROOF. TYPICAL FRONT VIEW FRAMING
* (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1- x 2- PLATE TO BOTTOM OF WALL BEAM)
SIZE BEAM AND UPRIGHTS f ~~~ 1 'P~' i:~!~~S~:;T:'LS)
(SEE TABLES) w
GO::
O.H. L II)/ij {II ~ ~
SOLID ROOF / J Ii / ~ ~
NO MAXIMUM / en
(ELEVATION SLAB OR GRADE)
r--
VARIES
.1
P = PROJECTION FROM BLDG.
lW = lOAD WIDTH
VARIES
NOTES:
1. ANCHOR 1* x 2- OPEN BACK EXTRUSION WI 1/4- x 2-1/4. CONCRETE FASTENER MAX. OF 2'_0. O.C.
AND WI IN 6* EACH SIDE OF UPRIGHT ANCHOR 1* x 2* TO WOOD WALL WI #10 x 2-1/2- S.M.S, WI
WASHERS OR #10 x 2-1/2- WASHER HEADED SCREW 2'-0- O.Coo ANCHOR BEAM AND COLUMN
INTERNALLY OR WI ANCHOR CLIPS AND (2) #8 SCREWS WI WASHERS @ EACH POINT OF
CONNECTION,
2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H.
3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FORTH WALL
BEAMS FROM TABLE 3.1.4 USING P/2
4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION: 190 ~20' ;~g t .;~~ , ;~ I
TYPICAL SCREEN I GLASS ROOM
SCALE: 3116- = 1'-0-
~
r
1
'pt VARIES
Lawrence E. Bennett, P.E.
CIII'Il ENGINEER. DEVELOPMENT CONSUl. TANT
P.O. BOX43lII,llOUTH D4YTONA. Fl32121
TELEPHONE (311) 7'7~n4
FAX (311) 7'7~
SEAL
PAGE
C COPYRIGHT 2001
3-2 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
Table 3.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions
For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures
Aluminum Alloy 8063 T-6
For 3 second wind gust at velocity of 120 MPH or an applied load of 14 iI/.q. fl"
Tributary Load Width W · Puriln Spacing
Sections 3'.0-' 3'-6- I 4'.0- I 4'-6- I 5'.0- 5'-6- 6' .0- 6'-6- I 7'.0- I 7'-6-
Allowable Height 'H' / bending 'b' or deflection 'd'
r x 2- x 0.044- Hollow 7'-r d 7'-2" d 6'.11- d 6'-6" b 6'-2" b 5'-11" b 5'-8" b 5'-5" b 5'-3" b 5'-1" b
2- x 2- x 0,055- Hollow 8'-0" d 7'-7" d 7''''" d 7'-0" d 6'-9" b 6'-5" b 6'-2" b 5'-11" b 5'-8" b 5'-6" b
3- x 2- x 0,045- Hollow 8''''" d 7'-11" d 7'-7" d 7''''" d 7'-1" d 6'-10" b 6'-6. b 6'-3. b 6'-0" b 5'-10. b
r x 3- x 0.045" Hollow 10'-5" d 9'-11" d ~~ 9'-2" d 8'-10" d 8'.7. d 8''''. d 7'-11. b 7'-8" b 7'-5" b
2- x 4- x 0,050- Hollow 14'-3" d 13''''" b 11'-9. b 11 '-2" b 10'-8" b 10'-2. b 9'-9. b 9'-5" b 9'-1. b
2- x 5- x 0.050- S.M.B. 19'-1" d 18'-2" d 17''''" b 16''''" b 15'-6" b 14'-9" b 14'-2" b 13'-7" b 13'-1" b 12'-8" b
r x 6- x 0.050- S,M,B, 22''''" d 21'-3" d 20'-0" b 18'-10" b 17'-11"b 17'-1" b 16''''" b 15'-8" b 15'-2. b 14'-7" b
, For Maximum hleghts at wind velocltle. other than 120 MPH,... Conversion Table 3B
on the .peclflcatlon page for table. at the beginning of thl. .ectlon and example below.
Note:
For high velocity zones, convert to 130 MPH spans.
Example: To calcualate maximum height 'H' at 140 MPH wind velocity for:
2" x 2" x 0.044" Hollow Extrusion with Load Width = 4'
1 Find 'H' at 120 MPH: H=6'-11"
2. Convert 'H' to decimal feet: H = 6'-11" = 6.92'
3 Select the appropriate multiplier from the conversion table 3A found on the
speCification sheet at the beginning of this section,
- if the height is followed by 'b' use Bending multiplier.
- if the height is followed by 'd' use Deflection multiplier.
4 Multiply 'H' in decimal feet by appropriate multiplier.
'H' at 140 MPH is 6.11' x 0.92 = 5,62' = 5'-7"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTli DAYTONA. Fl 32121
TELEPHONE (386) 787~774
FAX (386) 787-M58
SEAL
PAGE
@ COPYRIGHT 2001
....OT TO BE REPRODUCED IN WHOLE OR IN P"RT WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E 3-29