HomeMy WebLinkAbout03-2033
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
2033
Issued: 4/29/2003
GENERAL BUILDING PERMIT
434-ADD/AL T RESIDENTIAL
RV PARK
Est. Value:
7,055.00 Total Fees: 140.00
140.00 Date Paid: 4/29/2003
Address: 1
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: EMERALD POINTE
Parcel Number:
Name: A TO Z ALUMINUM PRODUCTS INC
Addr: P.O. BOX 192
ZEPHYRHILLS, FL 33539
Phone: (813)715-7523 Lic:
Work Desc: LANAI,SHED & VINYL ROOM
,
3512 PERIDOT LANE
ZEPHYRHILLS, FL. 33542'
Phone: (336)578-5447
R U H PL B.
PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED
LINTEL PRE-METER WATER FINAL MECHANICAL
FRAME ,/ (" - ( 1- 0 ~ /-I J v MISC SEWER MISC
INSULATION WALL MISC MISC, MISC.
INSULATION CEILING MISC. MISC. MISC.
DRIVEWAY ./ 5--l.f -o?> n;Jo MISC, MISC. FIRE DEPT. FINAL
REINSPECTlON 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:
5hed'tt:"t Co'- ({ -'t! 3 !fun
(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 inspectiorlfees 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."
_. ~. ' NO OCCUPANCY BEFORE C.O.
- /~ '1T=
~ ~ ~-~
.. RACTO S ATURE . . -PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
5ii1f 1 V/~'t L- fh:-rv,
f} --fa 2-
~<)(L
ALuu.lu\J \JYlI\ -
phJtJ D6T cdtNlS-
SQ. IT.
Main
Other Area
Under Roof
V aluanon:~ 05S: ~0
PRICE
Building:
I Dr-. d~
Electric:
Plumbing:
.65;u~
Mechamcal:
Radon:
1/
/ Lf()
0-0
SchooL lInpact
Fees:
Connection
~ees:
T.r:ws. Impact
Fees:
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DBPARTMENT 5335 8~ STRBBT ZBPHYRRILLS, PL 33540
Phons.813-780-0020 Fax.813-780-0021 /'1
DATB RBCBIVED ~ -/ C( - 0 .3
PLANS REVIEW PBB
OWNER'S NAME M ~ . M to' P ~E'""~S 0 A..J
JOB SITE ADDRESS :?S'"/2-- jOe.Je.( 00 T
PHONE CONTACT 13" -578'- 57"Y?
L-A-AJ t;;.
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID #
2-~ - ?~cp -- 2..1 --0070-~-Z,'ts-o
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~EW CONSTRUCTION
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
DSIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o MULTI - FAMILY
0# OF UNITS
o MOBILE HOME
~ OTHER
D COMMERCIAL
D INDUSTRIAL
D SWIMMING POOL
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK L-Af.J AI ( 5lfEI) ..f- tI/ ~ tr L- ~ /11 )
BUILDING SIZE lOX Z. 2- SQUARE FOOTAGE 2..2.6 HEIGHT
, ,
9' - Ie
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.
!i-BUILDING
o ELECTRICAL
$
PERMITS REQUESTED
7 /) ~s- ~ VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
D
W.R.E.C.
o PLUMBING
D MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
D GAS
D ROOFING
o SPECIALTY
D OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
D FRAME
o STEEL
D OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES D NO
BUILDBR
~//
COMPANY ~ ~ 2 #'~~
STATE CERT OR REGIST # - /2~d32.~
CITY PROCESSING #
SIGNATURE
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BLBCTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
PLUMBBR
******************************************************************
/ a// /-d ~/ ~=~:~'R~IC~bJ .
~~~ CITY PROCESSING #
~IGNATURJt
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 ~ffairs. 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
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
acknowledged
19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person acknowledged)
Owho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
of identification)
take an oath.
o who has produced
(type of identification)
and who Ddid [):lid not take an oath
o who has produced
(type
and whoD did Ddid not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
I lUll' 11'11 11\1\ UIU IIIII mil Iml 11111 IIIII Imlllllllll
2003074577
HO'1'ICB OF' COMMElfCEMBNT
State of
F?~/L/~A
County of
~~
TUB tmnERSIGNBD hereby gives notice that improvement will be made to cartain
rea~ property, and in accordance w~th Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement:
1.
DeseT. iption of Property: Parcel No.
2-'1- z.~ -21- {)a7t::>-~-z.yS
(Legal description of the property
and street address if available)
/t2K'F ~~//OX~.$'~/~
Rept: 615618
DS: 0.00
04/28/03
Ree: 6.00
IT: 0.00
Dpty Clerk
2.
General Description of Improvement
3.
Ownarlnformation: Name ~~. ~ ~~~~~
Address ?S-/2 h,l&.;'Nr ~wCity ~'1',e,~LL/.s
Interest in Property:
State P,L' 7~~
Name of Fee Simple Titleholder: J.ij.rJ
(If other thgn owner)
f; I.J~fr DnJ y
Address
City
State
'R.:'....
"., , )>.~..
\-'Y ~":
Contractor: Name # r'~
Address ~8 d,wA?.er A!P
Z .4t::~At' ,-il&/""" /~4:S ~ h~ .
City ZYAyj#l!.h~/&r State R :s-.:rS"Ya
5. Surety: Name
Address
City
State
6.
Amount of Bond: $
Lender: Name tv j A-
I
~~92~~~~M'2 : crs;O fOUNToY,. C\ERt<
OR BK 5332 PG 878
Address
City
State
7. Persons within the State of Florida designated by Owner upon whom
notices or other doouments 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 < "",~,~:".i;,~'c".iOj1 dt!li'~e of Nc<:,J~<';.e cd: COJnmencement (the ex.p.L.ratlon date ia 1 vea,;;;'
Jm the date of reccl~~ng unless a different date is specified.) -
Signature of OWner:
day of
IL
,
Sworn to and
..u- fl?
Notary.',.p...~.'i:if:~~". ~.
," .:.'" ~'~".'l::.I":
'. "~"'.', .~ ,._,:.~,(~<.'::~.Sr;<~~"'.:-L~<_'~-,
Mypp~.~ifs's''1'ori;E, };;
," ..' ;-,.,., " ' '.~
" ::.' ",HUI..". '
\.\\\: '0,.... , ,
.... r l' '-" '"
",,, ... r(f) ~,
....':\. ...-.~.'''.T -J- ".
.' ", . ,\" r.. . ,
'" t'J-...." h" ,J.J'~', ~
.,! '..;;. ~..':~ ""~~~$I'"., ~ -;
. ~{~t~~t;t..~~ :~~~~r}
-: ........ <:'.0 " .,\'f.,~ .:~. ~
.'. f.." -. ~ ~'," f"!"';. '" ..,~ ~
-^." ..... "'...' T.....
,. ~"r............ '), ",""
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'....... .,.,11'"
...~""W..
SIT!': PI.AN
(RESIDENTIAL USE ONLY)
P^-RCEL I.D.
2'-1
SEC
2k-
TWP
2L
RNG
(JO?O
SUBD
f2.{J{g:)
BLOCK
z.y.s-c;
LOT
DATE:
'i/jy
All drawings shall be drawn to scale or fully dimensioned for all parcels.
.. 51
i '91
4; fJ'f
\..0 'It IV
J..1- v
~ .;~
~"
(0 (
,
s s
](p (
t,8
(
SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS AND SETBACKS. ALSO. INDICATE
ANY BODIES OF WATER. TREES (INCLUDING SIZE. DIAMETER. TYPE). AND ROADWAYS (INCLUDING
NAMES) ADJACENT TO THE PROPERTY. INDICATE THE SIZE. YEAR. AND NAME OF MOBILE; SUCH AS
12' X 60 I. 1981. FLEETWOOD.
ALL "EASEMENTS". "PROPERTY LINES". "RIGHT-OF-WAY", and "JURISDICTIONAL LINES" must be
shown on all site plans.
DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE.
lI.I
~
<(
z:
o
<(
o
lit
~ ~
(, ~
~
~ ~
. ,
.'!
.. .;
N08IL~ HON~ S~T'UP
rear (1150' )
b 50' 40'
8 II) i
" b.
~ ~ ..-=
. . 25' _..~ Eai8tin. .
~ 'llI ~Z 'llI
.. .. Shed ..
150'
ROAD NANE ROAD NANE
HOUSE CONSTRUCTION
rear (60')
ROAD NANE
PL
PROPERTY LINE
R/W = RlGIIT-OF-WAY
o = TREES
APPROVED SITE PLAN MUST BE POSTED AT JOB LOCAnat.
NOTICE 01' DKKD RESTRICTICB
THIS PKRKIT may be subject to "Deed Restrictiorw" which are .ore reatrictive than County
regulatiolUl. Tbe permit holder &BSUIMS resporulibility for c~liancea with any applicable
deed restrictions.
site05:ce
PC950350051 A
CITY OF
ZEPHYRHILLS
IINOTICE"
OF ADD.ITION OR CORRECTION
BUILDING
DEPARTMENT
DO NOT REMOVE
I ADDRESS 'rTE PERMIT ." I
~$"'L Per,dot L"l. 5ltb/oJ 2013
THIS JOB HAS NOT BEEN COMPLETED The following additiqns or corrections shall be made before the job
. will be accepted.
7Ht f' ILl... 11. '.1 ~ s. t. c.. IL~ L.t... (. otJfYPq' -fQ. r ;.. iPu.i:.,
,
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 installation.
OFFICE HOURS 7:30 AM - 5 PM MON.-FRI.
AFTER CORRECTIONS ARE MADE CALL
780-0020 tj;;E-INSPECTION
INSPECTOR 71
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SCREEN, VINYL, GLASS & MODULAR ROOMS
INTERIOR BEAM
TABLE 3.1.4 OR 3.1.5
ALUMINUM ROOF SYSTEM
PER SECTION 7
SECTION 3
HOST STRUCTURE OR
FOURTH WALL FRAME
'"
H *
~
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)
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
/r
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
Lawrence E. Bennett, P. E.
CIVIL ENGINEER. DEVELOPMEIfl CONSUL TANT
P.O. BOX 4368, SOun-t DAYTONA. FL 32'21
TELEPHONE (386) 767-4.774
FAX (386) 767-0556
SEAL
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E
PAGE
3-1
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 WW.M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
4:l
SECTION 3
2" x 2" OR 2" x 3" POST
#8 x 9/16" TEK SCREWS BOTH
SIDES
1" x 2-118" 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.
..
~
CD CD
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, SOUTli DAYTONA. Fl 32121
TElEPHONE (386) 7ff7-4774
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
SECTION 3
1/4" x 6" RAWL TAPPER
THROUGH 1" x 2" AND ROW
LOCK INTO FIRST COURSE OF
BRICKS
AlTERNATE CONNECTION OF
SCREENED ENCLOSURE FOR
BRICK OR OTHER NON.
STRUCTURAL KNEE WAll
1" WIDE x 0.063" THICK STRAP
@ EACH POST FROM POST TO
FOOTING WI (2) #10 x 3/4"
S.M.S. STRAP TO POST AND
(1) 1/4" x 1-314" TAPCON TO
SLAB OR FOOTING
SCREEN, VINYL, GLASS & MODULAR ROOMS
ALUMINUM FRAME SCREEN
WAlL
ROW LOCK
BRICK KNEEWAlL TYPE S
MORTAR REQUIRED FOR
LOAD BEARING BRICK WALL
4" (NOMINAL) PATIO
CONCRETE SlAB W/6 x 6 -
10 X 10 WELDED WIRE MESH
OR FIBER MESH CONCRETE
"
~ _ -J_ ~
<1
(1) #5" BARS W/3" COVER
(TYPICAl)
.-
.
.
BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS
SCALE: 314" = 1'-0"
12"
TYPE I TYPE II TYPE III
FLAT SLOPE I NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
NOTES: 0-2"/12" 2"/12" - 1'-10" > 1'.10"
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 REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM
THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLABS SHAll BE A
MINIMUM OF 3-112" (4" NOMINAl) THICK. .
4. MONOLITHIC SlABS AND FOOTINGS SHAlL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING
SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS.
(SEE ADDITIONAl DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL)
6. IF A CARRIER BEAM OR FORTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM.
2'-0" MIN,
r BEFORE SLOPE--,
_II I ~.l~~lLE.;;11 S I EIII=II 1=11
~l I .
...-- ~-
.
SLAB-FOOTING DETAILS
SCAlE: 3/4" = 1'-0"
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSUL TANT
P,O. BOX 4368, SOUTH DAYTONA. Fl32121
TElEPHONE (386) 767-4n4
FA:J( (386) 767-6556
SEAL
PAGE
@ COPYRIGHT 2002
3-22 NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOl/T THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E.
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 AHov 6063 T-6
2" x 2- x 0.0""" 2" x 2" x 0.055"
Load Max.. Span 1.' I (bendlna 'b' or deftectlon 'd1 Load Max. Soan 'L' / (bending 'b' or deflection 'd')
Width (ft.) 1&2Span 3 Span 4 Span Max.. Width (ft.) 1 & 2 Span 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'..()" 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'..()" 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'-6" b 3'-11" b 3'-10" b 0'-11" d 9 3'-9" ::I 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'-!r b 3'-7" b 0'-10" d
3" x 2- x 0.045- 3" x 2" x 0.070"
Load Max.. SDan 1.' I (bendlna 'b' or deftectlon 'd1 Load Max.. Soan 'L' / lbendlng 'b' or deflection 'd')
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max..
Cantilever Cantilever
5 4'-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 6'-7" d 6'-8' d 1'-4' d
7 4'-3" d 5'-2" b 5'..()" 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'..()" 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'-S' 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.' I (bendlna 'b' or deftectlon 'd1 Load Max.. Span 'L' / (bendlna 'b' or deflection 'd')
Width (ft.) 1 &2 Span 3 Span 4 Span Max.. Width (ft.) 1 &2Span 3 Span 4 Span Max.
Cantilever Cantilever
5 5'-11' d' 6'-11' b 6'-9' b 1'-6" d 5 S'-1" d 9'-7" b 9'-3' b 2'..()' d
6 5'-7" d 6'-5" b 6'-2' b 1'-5' d 6 7'-7" d S'-9' b S'-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'..()" b 1'-3" d It 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'-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 6'-5' b 6'-3' b 1'-7" d
12 4'-0" b 4'-6' b 4'-4" b 1'-1" d 12 5'-6' b 6'-2" b 5'-11' b 1'-6" d
Note:
1. Above spans do not Include length or knee brace. Add horizontal distance from upright to center or brace Ie beam
connectJon to the above spans for total beam spans.
2. Spans may be Interpolated.
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMENT CONSUL TANT
P,O. BOX 4368. SOUTH DAYTONA. Fl32121
TELEPHONE (386) 767~714
FAX (386) 767.0556
SEAL
PAGE
3-26
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRflTEN PERMISSION OF LAWRENCE E. BENNETT, P .E.
SECT10N 7
SOLID ROOF PANEL PRODUCTS
Table 7.3.1 Structall Building Systems Inc. Snap & LocI<: @ Composite Roof Panels
Allowable Spans far Composite Roof Panels @ Various Loads
Aluminum Alloy 3105 H-14, H-25 Foam Core E.P,S. 1# Density
Manufacturers Proprietary Products:
3" ;( 48" ;( 0.024" Panels I Glass Rooms
Open Structures Screen Rooms I Partially Enclosed Enclosed I Overhang: i
Wind Mono-Sloped Roof I Cantilever I
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
I ~oo MPH 12'.7" 1/'-5" 13'-8- 21'-4- 23'.10- 23'.0- 10'.3- 11'-5" 11'.0- 15'.3- 1T .1' 16'.0" -1'.;]-
11 () MPH 10'.9" 12'.11' 12'-8- 20'-4- 22'.9- 21'.11- g'-4- 10'.5- 10'.1' 13',3- 14'-10- 14'-4- -1'.;]-
120 MPH 9'.10- 11' .0- 10'-8- 18~-<3- 20'.11' 20',2- 8'-8- g'-6- 9'-2" 12'-2" 13'-8- 13'.2- -1'.0- I
1123 MPH g'.?" 10'.9- 10'-4- 18'.?" 20',9- 20' .0- 8'-4. g'-4- 8',11- 11'.11. 13'-4' 12'-10- I 4'.0-
130 MPH 9'.1- 10'.2- 9'.10- 1T .5- 19'.5- 18',10" T.11- 8'-10- 8'-6- 11'-3- 12'.?" 12'.2- 4'.0-
140 MPH 8'-5- g'-S- 9'.1' 16'-4- 18'.3- 1T -8- T-4- 8'-2- T.11- I 10'.11. 12'.2- 11 '-g- -1'.0-
150 MPH T.10. 8'.9. 8'.S- 15'-1. 16'.10. 16'-3" 6'.10. T.r T-4. I 10'.2" 11 '-4. 10'.11- 3'.11-
]" ;( 48" x 0.030" Panels Glass Rooms
Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I
Wind 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 MPH 18'.3- 20'-5- 19'.9- 24'.11- 2T.11- 2T .0- 12'.10- 1 T-<3- 13',10- 1T-11- 20'.0- 19'-4- 4'.0-
110 MPH 13'-6- 18'-<3- 18'.0- 23',10. 26'-<3- 25'.9. 10',11. 13'-1- 12'-<3. 15'-7" 1T.S- 16'.10. 4'.0-
120 MPH 12'-4- 13'.10. 13'-4. 21 '.11' 24'-6- 23'-<3. 9'-11' 11 '.2. 10'.10. 14'-4' 15',11- 15',5- 4'.0.
123 MPH 11'.3- 13'-6- 13'.0- 21'.9. 24'-4- 23'-8- g'.g- 10'-11- 10'-6- 13'-11- 15'-7" 15'.1' 4'.0'
130 MPH 10'-<3- 12'.9- 12'-4- 20'.5- 22'-10' 22'.1- 9'.3- 10'-4- 9'.11- 13'.3' 14'.10- 14'-4- 4'.0-
140 MPH 9'.11' 11'-1- 10'-<3- I 19'.2- 21'.5- 20'.9- 8'-7" 9'-7" 9'.3- 12'.9- 14'-4- 13'.10- 4'.0-
150 MPH 9'.3" 10'-4- 9'.11- I 1T.8- 19'.9- 19'.1' T.11- 8'.11- 8'-<3- 11'.11- 13'-4- 12'.11" -1'.0'
4" x 48" x 0,024" Panels Glass Rooms
Open Structures Screen Rooms -Partially Enclosed Enclosed Overhang /
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
100 MPH 13'.10- 19'.1- 18'.5- 23'.5- 26'-2- 25'.3- 11'-2- 13' .5- 12'.11- 16'.9- 18'.9- 181.i- 4'.0-
110 MPH 12'.8- 1T.S- 13'-8- 22'.3- 24'-11- 24'-1- 10'.2- 12'.3- 11'.0- 14'-6- 16'.3- 15'.8- 4'.0-
120 MPH 10'.10- 12'.11- 12'-8- 20'-6- 22'.11- 22'.2- g'-4- 10'-5- 10'.1- 13'-4- 14'.11- 14'-5- 4'.0-
123 MPH 10'-6- 12'-?" 11'.5- 20'-4' 22' .g- 21'-11- g'-1' 10'.2- 9'.10- 13'.1' 14'.7" 14'.1- 4'.0-
130 MPH 9'-11- 11'.2- 10'.10- 19'-1- 21'-4 - 20'.7" 8'-8- 9'-8- g'-4- I 12'.5- 13'.10- 13'.5- 4'.;]-
140 MPH 9'.3- 10'-4- 10'.Q- 1T.11- 20'.1- 19'-4- 8'.0- 8'.11- 8'-8- I 11 '.11- 13'-4- 12'.11- -1' -- I
'V
150 MPH 8'.7" 9'.8- g'-4- 16'.6- 18'.6" 11'-10- T-8- 8'-4- 8'.1- I 11'.2- 12'-8- 12'.1- .::\,' ,,- I
."
4" x 48" x 0.030" Panels
Glass Rooms
I Open Structures Screen Rooms Partially Enclosed Enclosed Overhang j i
I Wind 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 MPH 20'.3- 22'.8- 21'.10- 27'.9- 30'.11- 29'.11' IT.6- 19'.7" 18'.11- 19'.10- 22'.2- 2.'.~. 4,' ^'Ioo I
-~
110 MPH 18'-8- 20'-8- 19'.11' 26'.5' 29'-8- 28'.7" 12'.11- 1T.11' 14'.0' 1T.3' 19'.3- i 8'-7'" I 4' 0- I
"0
120 MPH 1 ]'.8- 18'.10- 18'.3- 24'-4- 27'.2- 26'.3- I 11'.1' 13'.3- 12'.10- 15'.10- 1T.9- I 17'-2- ;' ...". I
.... -'J
123 MPH 13'-4' 18'S 1 T.9- 24'.1' 26'.11' 26'.1- 10'.10- 12'.11- 12'-8- 15'-8- 1T-4' 16'.9- 4' ""
.,"
130 MPH 12'.8- 17'.5- 13'.8- 22'.8- 25'-4" 24'.5" 10'.3- 11'-8' 11'.1- 14'.8- 16'.5' ~ 5'.1 0- I -1'.0- I
140 MPH 10'.11- 13" .2- 12'-8- 21'.3- 23'.9- 22'.11- g'-8- 10'.8- 10'.3- 14'.2- 15'.10- 15'-4- I 4' 0- I
~I...J
150 MPH 10'.3- 12'.3" 11 '-1- 19'-7" 21'.11- 21 '.2- 8'.10- 9'.11- g'.7" 13'.3" 14'.g- I 14'.3" I ~'.O" i
'<ate: Total roof panel width = room width .. wall width" ovemang.
Lawrence E. Bennett, P,E.
CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT
PO. BOX 4368, SOUTH DAYTONA. Fl 32121
TElEPHONE (386) 767-4774
FAX (386) 767 -<3556
~
STRUCTAL~
_UIl-CINO .VIIT_Me I
350 8URBANK, OLDSMAR, FL 34677--4906
lOCAL (813) 855-2627
NA TIONWIDE ,.800.069-3706
FAX (813) 854-2"02
SEAL
?,~GE
7 -36
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. 8ENNETT P::
SECTION 2
. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
PAN OR COMPOSITE PANEL
(SEE TABLES SECTION 7)
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
~
HURRICANE CLIPS FOR WOOD
(SEE PAGE 2-7) 2 x 4 TOP
PLATE @ ROOF (DOUBLE TOP
PLATE IF LENGTH OVER 6')
L TOP PLATE P.T. OR WI VAPOR
" BARRIER @ AlUMINUM ROOF
SHEATHING: 7116" O.S.B. OR
112" PLYWOOD WI STUDS 24"
O.C. OR STRUCTURAl GRADE
THERMAL PLY WI STUDS @ 16"
O.C.
UTILITY SHED WALL SECTION
SCAlE: 3116" = 1'-0'"
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMENT CONSUL rANT
P,O. BOX 4368. SOUlli DAYTONA, Fl32121
TElEPHONE (386) 767-4n4
FAX (386) 767-6556
SEAL
PAGE
2 X 4 PRESSURE TREATED
PLATE W/3IS" x 4-112"
CONCRETE ANCHORS @
4'-0" O.C. (SEE SLAB DETAILS)
@ COPYRIGHT 2002
2 -4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P .E.