HomeMy WebLinkAbout10-10260 CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780 -0020 10260
BUILDING PERMIT
Permit Number: 10260 Address: 39538 VALDERRAMA LN LT #217
Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book:
Proposed Use: RV PARK Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24- 26 -21- 0000 - 00100 -0090
Improv. Cost: 5,706.80 _ § W
Date Issued: 3/18/2010 Name: MAJEST OAKS LLC
Total Fees: 90.00 Address: 39538 VALDERRAMA LANE
Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542
Date Paid: 3/18/2010 Phone: (813)780 -9308
Work Desc: 420 SQ FT CARPORT & RIBBON OF CONCRETE
. - • • • 7 FL :UI • 90.00
V /*e
ta
- ji4
F• •" • ' • H PLU : MIS IN ULA I•N EILI
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE -SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
CONTRACTOR SIGNATURE PERMIT OFFI FR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
A-4 I2 l { � f
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: Ai S `" u c "'
Date Received: 3 / - 10
Site: 3g53 tia- i d " leva * 14
Permit Type: 426 5 . F/ oerpdrf
Approved wino comments: ❑ Approved w /the below comments: , Denied w /the below comments: ❑
c h ecP S
This comment sheet . - . b- ept with the permit and/or plans.
fr -f (/ 7c zdtce
Kalvm Switzer ' ans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
813 -780 -0020 City of Zephyrhills Permit Application Fax- 813- 780 -0021
Building Department ^t I � %
Date Received -/7 -, 0 Phone Contact for Permitting F� 7. O /O6q /J //
Owner's Name Ns7a.' n-115"
.. 11 1 c. (>
7 �►i L Z ,,! Owner Phone Number
Owner's Address Ceitla4 '"'111 S G� B_31V Owner Phone Number
NuecL' AZ /1s - xsI
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 363S V'q Ic,1>Ct' ma- L M LOT #
SUBDIVISION 1' aiSe6+1 ai 0 P4.6 PARCEL ID# c3 Q�O " - MP
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD /ALT n SIGN n MOVE n DEMOLISH
— INSTALL REPAIR
PROPOSED USE n SFR n COMM n OTHER 1
TYPE OF CONSTRUCTION n BLOCK n FRAME n STEEL n OTHER 1
DESCRIPTION OF WOK CArf o et' y�s�b 1.01/1 [ QT l / - BINC -4 .
BUILDING SIZE 1 SO FOOTAGE 1 7� HEIGHT
BUILDING $5.70 / 4 8° VALUATION OF TOTAL CONSTRUCTION
I 1 ELECTRICAL $ 7 AMP SERVICE n PROGRESS ENERGY n W.R.E.0
I PLUMBING $ \
1 MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION /0 `' V
1 GAS Q ROOFING n SPECIALTY n OTHER C� 7
FINISHED FLOOR ELEVATIONS FL D ZONE AREA =YES =NO
MISSIMenletien
BUILDER A� ( y COMPANY 4'N (,Q�{ FEEL CURRENT ' 1
SIGNATURE wwvi��jli"'����"') L REGISTERED Y // N FEE URRENT /1 1 Y / N 4
Address Voasiflo ,�,e-,'s - a'ate . Z- /1��IIS'segg' License # Ieaeo ) $ a.
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT 1 Y/ N 1
Address License #
PLUMBER COMPANY ,
SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I YIN 1
Address License # I
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N I
Address I 1 License # I
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N 1
Address I J License # 1
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O -W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary FacillUes & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (3) complete sets of Building Plans plus a Line Safety Page; (1) set of Energy Forms. R -O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onside, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
"PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (A/C upgrades over 85000)
Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
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 stale 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 Pasco County Building Inspection Division — Licensing Section at 727 -847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings. change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and
90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law— Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify 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.
CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
• commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other govemment 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 Protection- 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.
US Environmental Protection Agency- Asbestos abatement.
Federal Aviation Authority- Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
111 am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. 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 codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is 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.
FLORIDA JURAT
OWNER OR AGENT C�YG� CONTRACTORS
Subscribed and sw99m to (or ffi d)) before me this Subscribed and sworrkto a med)qe fore me this
3 /O by (71rt f YXLI`�� 3 "115- /Q by r
r e.
t.b ..
Who is /are personally knin to me or has/have produced Who is /are personally knowMo me or has /have produced
as identification. / / / �,�r'�� as ideennttiiicication.
Notary Public /a / • . � `.� \ Notary Public
Commission No Commission No.
am
%/ rw 6
A . AWL ��LE 4 - A5 L
e of Notary typed, printed or stamped Name of Notary typed, printed or stamped
oa• o Notary Pubidc Stare of Flotioa
�sr Notary Public State of Florida a ( f Bruoa A gybe)
,
1 7,
Bruce A MI* v My Commission DD566784
My Commission DD566784
tx lrss 06/22/2010
, e ,g OF Expirea 06/22/2010 —:— _�_
111111111111 I I I I I I I I I 1 11111111111111111111111111111111111111
2010036325
NOTICE OF COMMENCEMENT Rcpt :129418 Rec: : 10.00
DS: 0.00 IT: 0.
0 3/16/10 C. Cook, Dp 0
Clerk
Pernut No.
Tax Folio No.a'/-.1. - al - ODiQO - ObIoo •0090
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section
713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT,
THAT PART OF EAST 8010 FT OF NW1N 8 THAT PART OF WEST 1/2 OF
NE1N OF SEC 24 LYING NORTH OF ZEPIIYRHILLS BYPASS EAST AND
1.Description of property (legal description): m 4r4 e BRK$II LYING W ES T OF PER ( ,) 3 2
a) Street (job) Address:39138 Ifidd ermr►a b.1 6 FluNS r' �y COMMUNITY PHASE ONE Pe SA PO 107.112 LOT 1 THRU 10INCL 8 LOTS 16 C r
T THRU &I I LOTS 28 THRU 71 a LOTS 87 THRU 74 OR 1552 PG E7 D.1. D
2.General description of improvements:�lacoec -� err►► fLLdLV
6n L1,peireiz of c ,
Wes
3.Owner Information z
a) Name and address: HNC A1.ttri.l.. 69?l 6eatna - kline.tl r�?i ►�SIE133tD 5e011.S5ALs AZ 8515'/ 0:4
b) Name and address of fee simple titleholder (if other than owner) NW - D
c) Interest in property
(A
4.Contractor Information r • 51148 (0 o
s$H
a) Name and addresI (or s*tn o 1
inn D7 ( er► 1 F1 inc. Lipas Mrx-r►. LZ1�t ?: Sl v I9 ,.,
t
b) Telephone No.: &13 -1004 Fax No. (Opt.) 813 - '2t 5 - lv5SS -o %
CI 5.Surety Information o� "
a) Name and address: •p o
b) Amount of Bond: 0~
c) Telephone No.: Fax No. (Opt.) o
6.Lender r
r
a) Name and address: A
Phone No. .
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served:
a) Name and address: .
b) Telephone No.: Fax No. (Opt.)
8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.13(1 Xb), Florida Statutes:
a) Name and address: •
b) Telephone No.: Fax No. (Opt.)
9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date
is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA
COUNTY OF peow N otelnr aebst State of , 41 • 0- ' —'
B ruce A Asbe . ig • • . ■ er or Owner's Authorized Officer /Director/Partner/Manager
i Al My Commission D0566784 htrett 73C'Pl) to
t
_ a R Expires 06/22/2010 i ' . t NEM
The foregoing instrument was acknowledged before me this /5 day of /49/70-it , 201Q, by 6M-5
– Beebe- as (type of authority, e.g. officer, trustee,
attorney in fact) for (name of party o If of whom instrument was executed).
Personally Known (.41; Produced Identification Notary Signature '
Type of Identification Produced Name (print) 1.1 A ' ,4$ts L
Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, 1 declare that I have read the foregoing and that
the facts stated in it are eve to the best of my knowledge and belief.
FORMSTtOC71/rd2007 - - . ', .r • :_�a
Notan Pupae . of `, ,„
4%.
B ui 4 Asbe1 r Slgnatur - Natural Person Signing (in lint M 10J Above
My Commission 00566784
a nrCommission Expires 06/2' /2010
STATE OF FLORIDA. COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING i. A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
NITNES$ MY HAND AND OFFICIAL SEAL THIS
C DAY OF /hiA.
PAU S O'NEIL L & COMPTROLLER
BY U , , DEPUTY CLERK
.
. ''" ''' ' '''''''' ''' ''' - " ' '-"!':..C:CONSTR v ' ;i '..,.:::.,;,.. .::,.;.-,,:,..:::,-,.-., ..,.,.,...: -.,„ , .,. , ,
jCi .4.a
p it os ,,,,,,
j g
l x . , ,,,,, \
. : : -.; l' '.' ' -61 !i;.,''''. '''''rai•liql,ird:';-..0.1-0:•.:0i..P..,e,iirkal'Arin%r;,,,:i tor;lioTh'-',/,' 'prir.d..aiiiaitinOarl;ttfr:9'bollia'‘.9? o'',aalt,'?,:j1.!;t7,14,s,,,--, -:'-'•::',..e-4.4;,?.r....'461:;,,:.;,,;" : , sp ai t ' ; 0 ::- , i- d ; r ia i: ; .w .! yi - h o - i i n . :. :: : i ...r . , ..,, ,. ::; . 1-, ,- i :•,..,. .. ;7 ..-,. , ., ; '.,•.., ': • ,•• 0, a - y, s ...
LEONARD G. "GEOFF" WOOD, P.E.
4034 THE FENWAY
MULBERRY, FL 33860
(863)646 -5517
Date: 03/15/10
B 8s H Construction
Zephyrhills, FL
Re:
4 Mod. #:
&
Address: 39538 Lane Lot #:
Zephyrhills, Fl.
Dear Sirs,
This letter is to certify that I have reviewed the above referenced
structure to determine the structural adequacy of the existing structure
to receive the attached structure. The proposed structure is roughly a
14'x30' Carport.
The existing mobile home, has been considered and is adequate
as a host structure, with the blocking and anchoring at 5'4 ". Based upon
review and acceptance of other structure to home per manufacturers
requirements.
As always, should you have any questions, please feel free to call
me at any time.
Since ely,
‘6(led
eonard G. Wood
4034 The Fenway
Mulberry, FL 33860
< U6 /
G
A 1-6'y" -- ,a' T.' , ;3"e e'
t --- 6,i1,5 c
sNEct
k ---- 1
e t lo M t
V 1
n
.■ RE JIEW ATE — 11
�' CITY OF at PHYR ILLS
PLANS EXAMINE' t�
37 ,
ti 4
1 cJ �'
•
$ AL I, . �'� O K 3 l TALL CO PLY WITH ALL
r „ ' I R G ::ODES, I ORIDA LLIILDI"' :G
�/ \) r r'1� ` °Ate,
E l6 y .c Cgiii, PI N AL ELT' 'TRIC CODE AT\. '
la re, fi % ( Y OF ZF.''IYRHIL ORDINANCES
V I _ V
%l A
20 >; 1
47 C )
\v K
Y / \ Y
r
< i >1
37 S-38 iitL d6--Rie 6 4 4t
4 L4E W
a 0
13
S uN,vy r /i- ii.) 7'7- P,;
444-j 6-- OA K a i tii ‘ 6(61 i 4 1
3,51°
pf 5 c T C"-)
hew c
:;&,())
c-r.)
r-4
\.()
$4.) z>c)
a �
g � o
�ww
o M
milmullTur A
J
u �
V\
a �
3 �^
�ww
p M p
V
Q
--1 .V
I.L. z
z Q c .. Q o,,,
U ¢K,J'aQ 0 0N �v-
' o °¢a-z- E- " N
E -. 0� z0_ u ,- . � Q '
zQ s cm . 0-o o�>-(x o
p O as 0. 9,1, ¢S¢en Ll. en
= Hzg z: ° fzwc4ow
H mo 1
W 2z AN� z z zw�m0-�
x Q N w o = w_ ' 1 O ,, �� w 0 LLI
c.) L3, °Nwl -73 - .J ° f �- 2
■
M
W
H ~
z w H
W a II
O r
H
� H II
O wv) O O
v W
r4 �; w0�
o, W a ZL7
c) r� � W ,, N v) W
� Oo , II o, Z
C- C) Ei Pi v) v) ,
w W° Q 4Q z aH Z
"-' r C4 ,__: z N N Z H Q
I
- + + Q <c•IUL. 1
__ • 1
1
s i_
w J
I'-' G t J O Q O ov,
Cri 0 UO <.O� pA tn 8r 'Oh
n
0
L u"2o . Q z ^Z$F 3n N
L O W_ $
Z
S L tr � w�Qs^
O umvit+pQ — r �JJW3 "tQi,
.,...1 8D
�" E- m 0,_N Za CZ�elc
O W OG2SNV� 3Q Q�
O ' to 0 vNgF J ,21-2
III-- -LLL..
o N 1
0
3 11- IMF
I�
x 11 =11
111
. ..
v. .: _ - r
[..i. (do
•
CD Y " '0: =
Z o ' - -1111
O O 4 -.
= 1111 --11=1
c) ,V) ? g 11=41111.
.
Oft --t1 =1
Z O�O , 0t-1111
U W ' -� u u c ' - ' OIi1. =1t= =
Z z ' v' , = 1
� o °
0 v) Z ' v) $ ''' 8 i cr)
. t L C/D Z 0,
") e ki 1 6 i•- t
E-+ � ° 0 w 9 -
�Q °
H
�., rsou.Dn�sHOO �Trro „►x,t
�11�11
:L)<------ iL4
• —
Q s . _ =11:11 .. ,.
Q W I i---i
W LL., 11.11
w ° 4)
11:11
I. 1 1
� 7 2
X z� a =11.11
•
w 3 .� ;1
Lii w
w ( -- O - J Cr
II W
/ 0 J l
J I- to
1 v k.
1 x i
` N
L b i
Y 4 _ p 1 _. c,. z
I i _ .. n n z h °O v-, i Q G.
Q
2 iv \ U OQ °o O
o ■ . w z ii r. r ,
h _ Ti L II b M o L l� 8 2 OO V8 V Z E t t 4t ° ,•-, ry
A ' � LL z y g v m � a p O n¢ x ,
o A r ) o0 go0. ° v
1 i 1 1 i l ' t- \' \ L7 col ...1 o z .o
N _ as p 1•. a W
W ›- a w N ¢ Q CV xmx
T1 W l2Nvl t] Z Z '- 2323
ONn - o W Uat O O 't ,-. . i ce
}.L,: LL 3. �'r LL w ° a N .1- -�3 W °c�
i
i 1
i b !
z a i =bbb
! j F . b
LT-.) o A $ ii
W a - r
Z 1 '; !r ' 1 r�'r l i i ;T ' ; ';�
a 1. ° b I".
b �
V h _ i F. I., I. 6 1. 1 1. b b t t t
w ►
►
i. i.' 1 ; i 1 1 '1* T '1' 'T i
g
Z
c�70O`"w ���4b
°�� a a A -
a x IHI � Q F w LO \ ij ; I �Lb i : > l f Y 0
°8'az v Q O i °
z,-.42„.,_,„,,.. ag- �coc GQ 1.t,L LL o
r- H K m 3 - ► M '�
'J! p i Ur2 m J R
? 4 3
w O Zw ov v i i ^ a S o - ,
gW o1 ° a _ \ j
13,-,,..t N Q b h L; ti
_ i - -, z F 1. A h _ i p n
- i I 1 1 ? 1 ? 1 1 '"? 1 ,'
i a R ,t, ''.4.. F T r A
iiV/41 3 WOH ° y a
yt 3 1 g i i i i v 1 % . ,' 1 / A A • _ g A i
4. , : L L 1 1 1,, ,..
l I
I—
f
.
¢
a
Z ° n J °
U O - nog. O r o rri ■
o ° z °z 3� L
a vv pl ¢C
�oo { t� 'Zr Q�
to C7 rn O O m T x o0
` Z. a� fn `XLA. c,.a a 1 . w , x °
`-' 71- T �h . �y V" O m "� �o Z ° ft ° U 2
' u'� m Z 4'�
0 = x '4o a I � '� ° ci u�1
1. ijIp °"' V1 Oe F - � .� O e �
C � o ��' '8 3 O>
Z try. a u z
O 0 = a0 ' 0 Zw
� p u, 6 o = a
X 3 : g U Q _ p r-` N ' cn vn �
i f W a � p �aP� g C N W J Om oo _ >Cx 7i. t--Tt.
O D O � � < 0 wz
Z °' E- #v,N 1`IOI E U r <z
o 1 W V,�o , < z
Z E CO ,;O �_ -���. i (� _mss
E a. in `g N Q x U LLI �0 � � I j r< om m
`/ p N C O N F - O F M 2
virnvivivi
W
:i • o 0o 7< >1 xx
Z P+ —
— .4 ., 1- f-. el e4 c1 c1 . 1 .. ,
O �' NOISrI.LXa „zX „E — W I w daa w ILO ISOd ,.Ex.,f
G qd
D
H
z
0
1 .-.- '--� N V) V] V) VI
XX�,
O :� '- f-
-*
0 °p0000
C
'7”
M M R 7 v v
0 w
0 J co
u
cio /\-
/ F'm••mm m
f N K �O I 00 O
O rl (1 fl fl fl f1
V) i I,
f
W ?
H o
DO
w
n 1
1
z
0
J n w
Z _
Z y°,� J O _
(� • <� te a " :',41.7:2 x ° � •
[- 1 w oR ^ < ° z '2 3 3 ^ g,
�O J Luc' r _ s w v <
C �I f- C7 7. Le, Ul x w p .0n
- < V) w i n u l Z Cnm- Q- 0 O
E- N a o 3 �mvi 3 u ��<. .�,
� as a 1- _ _ R . - oZNov :�,0-W w u�
OUP � U ~Q w 9m > -X. W ~ 3 < w I- m
2: QQ F.. - D w dew A� 61A o .�W m
LL, F.• Z a Z O N w V1 O v N m H f 3 - J W F F
■ . - , r=40- 0 Fx
O 0
Q c xo Zf-? F-
Z �" "3X Vo - .�
Li..)
X zoo* QO`✓m
0 a F-. �1 F-1 M
H Z V.
L) 0
a
U
C— W z F [-
W w 0
Z 0 Z
U 3 o 0
O
rr ll NTH 0 p
L) f-" U
c 4
0
1 Q
i ...I
a w O FD ...,
VI z � iza
U ux3 aN Q
or::: 0 ° -
UU
0
x O x ar (..)
ai
&) P
z ,„- 0 CO Ce '41 U ff Q1
X
g� � >° 4 a6 u
3 a
N N< Q s3 ox o 0
CD cv II. x U 3 U 0
I
1• IJ ._l o o ,a
o �30$ u
M ►- ,
(/1 C NO ' W
°u3 ' ��� o� wD
a
42 145 1
H r -J 6 1
w .��� 0
z 00
R o 1- I
7 _ I
. b O t- u� q w I
X I I g o
D
U _ i
! n
a X 0 ',. ,
I- a ■"' i z I
0 w
ce �� �Y ,
n. 1 11:`
M �-
w
ENGINEERING REFERENCE SHEET
TYPICAL LIGHT WOOD CONSTUCTION TYPICAL LIGHT ALUMINUM CONSTRUCTION
W - 1 4" CONCRETE SLAB ON COMPACTED F - I POST MOUNTED OVER 2 5/8" LONG X 1/8" THICK
EARTH FILL W/ 6X6X1 OX 10 W W MESH CHANNEL W/ 2" HIGH LEGS EXTENDING INTO
OR FIBERMESH, 6 MIL VISQUENE VAPOR POST FASTENED W/ 1 3/8 "X 2 1/4" THRU BOLT
BARRIER & TERMITE TREATMENT WITH WASHERS
USE 2500 PSI CONCRETE MINIMUM
USE 12 "X12" MONOLITHIC FOOTER F - 2 3 1/2" MIN. CONCRETE SLAB ON COMPACTED EARTH
W/2 #5 REBAR CONT FILL W/ 6X6X10X10 WW MESH OR FIBER MESH W/ 6
W - 2 ATTACHING UTILITY ROOM OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE
TREATMENT. USE 8 "X12" MONOLITHIC FOOTER
TO EXISTING HOME W/ # 10X3 "SMS 24" OC W/ 2500 PSI CONCRETE MINIMUM FOR CARPORT.
W - 3 4) 12D NAILS TOP AND BOTTOM OF EACH 2 "X F - 3 3 "X3" ALUMINUM POST SET 24" INTO A 16" DIA
6" STUD. IN FIRST PLATE - OF TOP PT PLATE HOLE FILLED W/ 2500 PSI CONCRETE MINIMUM
USE I) 12D NAIL 24" OC STAGGERED TO
FASTEN SECOND TOP PT PLATE. USE GALVANIZED F - 4 3 "X3 "X .093 ALUMINUM POST
NAILS ON FRAME WITHIN 10 MILES OF THE
COAST A - 1 FASTEN HEAVY RECEIVING CHANNEL TO HOST
W - 4 GARAGES AND UTILITY ROOMS WITH WALL W/ #10X3" SMS 16" OC INTO STUD WALL OR
ALUMINUM ROOF MAY ELEMINATE BRACING #10X2" SMS 24" OC IF HOME HAS FACTORY
IF STRUCTURAL GRADE THERMOPLY IS USED- ATTACHMENT BEAM
NAILED 3" OC ON EDGES AND 6" OC IN FIELD A - 2 FASTEN SCREEN WALL TO HOST WALL WITH
W/ 8D NAILS OR USE 7/16 "Xl I/4 "CROWN #1 0X3" SMS OR #10X3" TAPCON ON CONCRETE
STAPLES AT SAME CENTERS. WALLS 24" OC
W - 5 2 "X6" PT BOTTOM PLATE ANCHORED TOCONCRETE A - 3 2 "X SM BEAM THROUGH SCREEN ROOM SADDLE
W/ 318 "X3 3/4" WEDGE ANCHORS 24" OC SCREWED BOTH SIDES W/ 3 #10X2" SMS
W - 6 SIMPSON H -3 AND H -2.5 HURRICANE CLIPS OR EQUAL A - 4 2 "X2" CHAIR RAIL CONNECTOINS TO UP RIGHTS
ON TOP AND BOTTOM OF EACH STUD TO PLATES 1) INTERNALLY SCREWED W/ 2 #10X2" SMS
NOTE: ALL WOOD WALLS MUST BE A MINIMUM OF 6" 2) INTERIOR/EXTERIOR CLIPPED W/ 2 #10X1" SMS
ABOVE FINAL GRADE.
3) 1 "X1 "X " ANGLE W /2 #10X1 "SMS
REQUIRED - 5 MOUNT 2 1 /8 "X 11/2" RECEIVING CHANNEL TO
NOTE: HORIZONAL BLOCKING /FIRE BLOCK NOT REQUI
IN UTILITY ROOMS WITH ALUMINUM ROOF SYSTEMS POST RECEIVING SM BEAM AND MOUNT BEAM CHANNEL AS SHOWN IN CHAR
T
B - 1 GABLE RIDGE SUPPORT AND CONNECTIONS
FASTEN 2"X RIDGE BEAM IN SLOTTED 2 "X6"
SM BEAM USING 1 " ALUMINUM ANGLE FASTENED
PER CHART B 111 FASTEN 2 "X6" TO 2 "X SM BEAM
USING 1 1/2 "X2 1/8" RECEIVER CHANNEL PER CHART B 1
B - 2 GABLE GARAGE AND CARPORT TO HOST WALL
CONNECT SINGLE 2 "X SM BEAM IN 1 I /2 " "X 2 1/8"
RECEIVER CHANNEL FASTENED TO HOST WALL
WITH # I0X 3" SMS PER CHART BIIICONNECT 3"
EXTRUDED HEADER TO BOTTOM EDGE OF HOST
FACIA 24" OC W/# 10 "X3" SMS
B - 3 CHART FOR FASTENING SM BEAMS TO WOOD
AND SM BEAMS TO ALUMINUM
MOUNT 2 1/8" RECEIVER CHANNEL FOR
SINGL SM BEAM MOUNTINGS /
opozi1414
SOILS AND FOUNDAAI1ONS
Gradient, load intensit and erosion characteristics of Elope 1805.42. n concrete f 3 Plain Mater
;� Magi. The edge thickness
Of plain coocncte footings supporting walls of other than
18 05.4Footi Light -franc construction shall not be less that 8 inches
ngs shall be designed an constructed in
Allowable bearing capacity of the soil is not exceeded, and (203 mm) Where placid on soil.
Thai differential settlement is minimized. The minimum Group R-3 ErocptR -3 cor plain ooctoccupancies. th co the dY O thick thick rncss supporting
Width of footings shall be 12 inches (305 mm) permit-
Led to be 6 inch (152 mm),provided that the footing
Does not extend beyond a distance greater that the
Footings in aeons with Thickne of the footing �� either side of tux supported
expansive soils shall be designed Wall
In accordance with the provisions of Section 1805,8.
1805.4.2.4 Placement of concrete. Concrete footings
1805.4./1.1 Design loads, Footings shall designed Shall not be placed through wtacP,r unless a trcmie or other
the most trmfavorabk effect due to the combinations of for pl od ( d approved by the building under or 1° the Prime of w ie is tuscd Whcrc
loads specified in Section 1605.3. The dead load shall in- lec ater„ the concrete
clued the weight of foundations„ footings and overlying shall � deposited by approved means to ensure mini mum fill_ Reduced live bads, as specified hi Section 1607.9. th segregation of the mix and negligible turbulence of
Arc p�ittcd to be used in designing he
fining footings.
1805 4.1 Vibratory Toads. Where machinery opera-
how her other vibrations are transmitted through the 1805.4.2.5 Protection of concrete. Concrete footings
foundation, OT ()t consideration shall be given h the footing shall be protected from freeing cluing depositing and for
design to prevent detrimental Jibe given in of the g a period of not less than five days thereafter. Water shall
Not be Wowed to flow
through the deposited coacrttc.
1 805.4.2 Concrete footings, The design, materials and coo-
strtiction of eancrt;te footings shall Cam 1805.4.2.6 Forming of concrete. Concrete footings are
1805.42.1 ply with Sections permitted to be east
805.42.!
through 1805.4.2,6 and the provisions of Ch against soil earth and ti ns in not e gin-
ter 1843.4.2, Chap- ion of the building official, soil conditions do not n e
forming. Where forming Is required, it shall be In acoor-
Exception: Where a specific design not dance with Chapter 6 of ACI 318.
� provided, can.'
Crete footings
supporting walls of Tight -frame construe- 1805.4.3 M
Lion are permitted to be designed in accordance with Masonry-unit footings. The footings shall
Table 1805.4.2 and construction of matanry -unit footings shall ll c co
with Sections 1805.4.3.1 and 1805.4,3.2, and the provisions
1805.42.1 Concrete Of Chapter 21.
1 805 have a . Concrete in footings
S hal than 2,500 specified impressive strength )( c) of not
L s days. pods per square inch i 17 237 kPa) so y jl Where a specific g wails u not h tovided, on -
-
nry -unit footings supporting walls of light -frame con
Struction arc permitted to b designed in accordance with
1805.41 .2 Reserved. Table 1803.42.
1805.4.3.1 Dimensions, Masonry -unit footing shall b
laid in Type M or S mortar complying with Section
TABLE 1805.4.2
FOOTINGS SUPPORTING WALLS OF L1GHT-
FRAME CONS'1RUC710Na.b.c.d
NUMBER OF FLOORS WIDTH OF THICKNESS OF
FOOTINGS
S
•
UPPORTED BY THE FOOTINGS' FOOTING
)
(inchees)
(inches)
6
6
3
8
For S 1 1 inch = 25.4 mm, 1 foot a 304.8 rnm.
a Depth of footings shall be in accordance with Section 18052.
b The ground tinder the floor is
Interior-stud-bearing walls
permitted c permitted to be excavated to the elevation of the top of the footing.
rb table, permitted to be supported by isolated footings, The footing width and length shall be twice
d For thickness of foundation walls, see Section 1805 not mono than 6 Fat on center,
c Footing arc permitted to support a roof to addition to the stipulated number of Boors, Footings supporting root onl)
Shall be as required for supporting one floor.
f Plain concrete footings for Group R -3 occupancies are permitted to be 6 inches thick
1'1Vl iva liUllWll LAJLIG JiIIJ11c
g r agc ► �> �
+ t 1 w t 9
,4,'o b h ' ° "� E.- :, �.•' ... '`... ,A ' d 'it" • •S Kx• .y s,�' n i e : a ., ,� y, rk$': „. sit ...
:. - ,• -. -. , -' - ..:. , rYCA Olif AfiAUt tYCA. !?l:.A fWOGRAYAS L9MltACrar.+i
td � :• " .: BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Mep Links Search
p (I j7 Product Approval
� �a
-- i` t v USER: Pudic User
._'.a ` •._. �
Community x:
Affairs Product Approval Menu > Product or Apphcation Search > Application List > Application Detail
E .' FL # FL7561 -R1
I "4~04•" 4. ' A pplication Type Revision
;;;;711,',"., Code Version 2007
f Application Status Approved
` - Comments
a" r Archived
Product Manufacturer Elite Aluminum Corporation
Address /Phone /Email 1801 NW 64th Street
R. Lauderdale, FL 33309
(954) 491 -3700
bru ce44peacock ®a ol. com
Authorized Signature Do Kim
dk @dokimengineering.net
Technical Representative Dan Cooke
Address /Phone /Email 1801 NW 64th Street
R. Lauderdale, FL 33309
(954) 491 -3700
elitealum@aol.com
Quality Assurance Representative
Address /Phone /Email
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Do Kim, P.E.
developed the Evaluation Report
Florida License PE -49497
Quality Assurance Entity CI Professional Services, Inc.
Quality Assurance Contract Expiration Date 12/31/2010
Validated By James L. Buckner, P.E. at CBUCK, Inc.
Validation Checklist - Hardcopy Received
Certificate of Independence FL7561 R1 COI Cert of Indeoendence.pdf
Referenced Standard and Year (of Standard) Standard Year
ADM 1 2005
ASTM E72 2005
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL7561 R1 Equiv Certificate of Equivalency.pdf
http: / /www. floridabuilding .org/pr /pr_app_dtl. aspx? param= wGEVXQwtDgsgJkzX72BeuCe... 4/2/2009
rll)iiva uiiuiiig l UUe vlulile rage c t)1 c
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/05/2008
Date Validated 09/10/2008
Date Pending FBC Approval 09/17/2008
Date Approved 10/14/2008
Summary of Products
FL # Model, Number or Name Description
1 7561.1 Aluminum /Aluminum Composite 3 "/4 "/6 "x0.024 "x1lb EPS Composite Panel,
Panels 3 "/4 "/6 "x0.032x11b EPS Composite Panel,
3 "/4 "/6 "x0.024 "x2Ib EPS Composite Panel,
3 "/4 "/6 "x0.030 "x2lb EPS Composite Panel,
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL7561 R1 II Elite Installation dwq_R1 pdf
Approved for use outside HVHZ: Yes Verified By: Do Kim, P.E. PE 49497
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +80/ -80 Evaluation Reports
Other: In HVHZ, not to be used in structures considered FL7561 R1 AE Elite FL7561 -R1 Evaluation.pdf
living areas per FBC Section 1613 unless impact Created by Independent Third Party: Yes
protection is provided. See installation drawing for
allowable design pressures and spans.
L_ Bark 1 I Next
DCA Administration
Department of Co nrwunkyAlfairs
Florida building Cede Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(850) 487 -1824, Fax (850) 414 -9436
C 2000 -2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer
Product Approval Accepts:
IC
c Seca ren
Secured
YEFIrt •
http:// www. floridabuilding .org/pr /pr_app_dtl. aspx? param= wGEVXQwtDgsgJkzX72BeuCe... 4/2/2009
O
6 ; .
-1 el Z Q r
_Le; E - If. ltl/102iddtl 10f1002fd 301M31tl1S tl01801d $
F ir, ?pi @ NDIS Nf1NMI(Y'NNVf1MP A 1M
Y� -.e.. a a e Sl3NVd 31130dW00 3203 INVOd Sd3 g g a g . ,; 4 o LL o
0 ° • 7 O E ' 9 a0 In 'J " . F W
0 u O F Z > ~ e 9 j Sri it kenaped �(Do ELME ld putpoi SU0 1 0996 M 8 o o z
8 0 m w /® 4 4 4 4 UO I0dJ03 unwwnror e�lI3 E ( • / g
_ga
0 o 48
_1 C'1 a " A . " 3 v) , N ='ass V4 F r_ p � 3 a'tgg4eaV 8 ' u g 0
LI C Z ' Q Q Z d J t -,-E,
• 2 If 2 a
tn u 22a 8r4;;, aU a� a■ a °g'�8s8o$ 0 °0 °0 �
d4 w ...1 me d Q J "' ® � dZ w �w p>vaE9? 00 0 3...1` Z
W‹ a w t1 a W C c O Oo ° t .-i 0
0au' g M alt.LILIE al' 3 :n- v� 3 N8 e;.": 000 F-
J � driKN3 0 ^� _ W to =�
J J . �� J c o f N2g1k:V-8.1: s� ^ 0oo �tsa' fl
I w a I w a ` Q a 0 0 ° 00000000 • 0 Fe
J x g- J x w X o r.. o u p '0000000000 u)
X U E Jg z w 121011 xW j �� (_pr•V�1-'13•V:1-11 - 1 ? 150 O
W
J J s L� ° L101
0< .w Ih� R ' I N .oQ w y G �• •
>C: Q
0 3 a o 3 ac _ '03 as o • <� gja
O 3 °8RR6tsR8 0 _ O 3 _ O• � V „ X
X J JJ o x J � x J eQ • 0 0 • -e +a 4 , a. Yz , o f W
Q QJ :4-‹ <- I Q Q • • a Z
Q
N1d3Q
a
v, w _ •0 ° • 2 i d O
Q v N g a 1 Q ^ QW ¢ :111 :: • 0 •, 000 q + N Zl: -1 u N 1 Z 131:1 r J w 0 $a rc ft
= ;1111111 2 _ oo 8 V W 1� U U I OOO g,
• a a o a 1111331 a a `boo. w
EnP
x w ▪ S 4111:1:4 x d 112:111 x U Z os!1:31
.l f ism'
▪ I Lj
cu Pa kJ i i.
g i i iiHi
J x _J
Q aJ ' Q aJ ZO Q a-1 H m m . pp
a 28 1 't •mfg
z¢ z -1 Z¢ :"Hi z IX 15:::::/S 1 a 1 i§ 8 7*• r q 8
=a ¢_ QQQ . g am i
<
W V) � 9 t;Rtq .. wytRx C e 3 :' .. R f to
a. ? . � 2G� B• � LJ MI
J ° �G'3 .e: � JW a �'" e m JW a rya � � $ 1 A ..
I 11 G
x x , q Y y @ "d, U U a c � g y � �F g x Li
NJ a �J .6 A ei^ $ NJ - 24g XW 0:11::111 mg -'$ i ' CS � ~ A
o¢ p - p vwi mm _,,- o¢ J� .
03 S .^ w
ab 03 as h 5 o3 ad P "g `� g2 E 1.
0 3" efdRRS$�8 3" s _ _ _ 16 i N N f
xQ ,. _ 1 � x � [ q I � .. �'"a y.
�M c ¢ a- • Z i Q N J g . g O 1 h
(n C ej ° x �4'W = i St
Lu AR r o n (2,(: °, `2,,z-2- o tH 0 A1-1--. y E C f~ ^; -.4- 4 N Q 7�
Q _J",( ? J 1 . . . ct - _ z r v J :111111 G� �F 6E p � n A F. �Qp F„ O' W
Q Z 1 2 7770888SSS - -- = Is O ... y O G O O_, -L 1 a $$ bG I ILV y ° o � nu: d V as ° 2111:1 a= a � s fi � . lV a _. > m mOM . .1
1-1_1 .--, a �?Ma� W f �.. zW ∎
a � �1: . e ° g 1 • _ N e -. . $ e �
z v J a `s ue x . I ��� J 3 , , 8 $ 0 1 � .� • >3 g l 2—..),...N a'� fu
Q lU Pq w^ etJ � :+7 g $1,�e° . 2N S•8
Q oQ v o a o o¢ J� �+ � g g' g l�R ;R• !
03 ¢-15- o3 3 e-- o • g g �}Re ^ .�Q } � ; N V
W x0 o EERENSRS x o 3 oa a RRRS-8 x � o a> - s� 111 O/ 1.4 1 1iti.4103 a•5
I-- -I w o J o J _la
M Q a� ; a� 'Q � ° I NM c v, .o ,. a o
W