HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY:
Fee Due: O-U, I Receipt# � �' Permit #
;F
I
• III BUILDING. & CODE REGULATION DIVISION SCANNED
2300 Virginia Avenue BY
Ft. Pierce, FL 34982-5652 t. Luc, C
772-462-1553 O LI p t y
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: D.31 (3z7L 2 to C-10rLT
2. PROJECT NAME: SITE PLAN NAME:
3. PROPERTY TAX ID #: 3i t a- 7 - 11 l -- C'�'Vc>'� - vCrV 3�
4. LEGAL DESCRIPTION (attach extra sheets if necessary):�k- 36--11-t C�' 9r � t�1- PA�ZT I-�I fJJ C Arl9
A 0A w c F Q_`> s k(-I orc S Qxzk' , a563
5. , PLAT BK PAGE BLOCK LOT
6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS
7. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE:
8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
N = New
SG = Slab on Grade
SQUARE FEET OF
TYPE OF CONSTRUCTION
A = Addition
SR = Raised Slab
DIMENSIONS
CONSTRUCTION
R = Rebuild
WD = Wood Deck
❑ SCREEN ROOM
❑ NEW ❑ EXISTING
X
❑ CARPORT/PATIO ROOF
❑ NEW ❑ EXISTING
X
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
❑ CAT 1, 2 OR 3 SUNROOM
❑ NEW ❑ EXISTING
X
❑ ALUM[RiUM COMP. SHED
❑ NEW ❑ EXISTING
X
❑ POOL ENCLOSURE
❑ NEW ❑ EXISTING
X
M H ROOF OVER
/\f
❑ NEW ❑ EXISTING
X -s- p
moo s
C ROOF SYSTEM OVER
❑ NEW El EXISTING
l 0, X ;;ko.
EXISTING ACCESSORY STRUCTURE
a' K
❑ OTHER:
❑ NEW ❑ EXISTING
X
ElALUM POOL FENCE
Linear feet
TOTALSQUARE FOOTAGE OF CONSTRUCTION
9. VALUE OF CONSTRUCTION: $ 00 c�o
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to
question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with
similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted
PRIOR TO FIRST INSPECTION.
SLCCDV Form No.: 001-02 Rev.04126/Z010
I�
OWNER INFORMATION
NAME: GSA tS> t'/�
ADDRESS: ;�.31 e--"4n',1 r Jo Q r , CZ l-'=>
CITY: STATE: �(, ZIP
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SIMPLE TITLEHOLDER: i-JN(N rJ E. s3y c LQ , e- c rz p
ADDRESS: '0�0c�'O s . J .S . f'A_
CITY: 00 -L-1 S , L J c L r STATE: Wit.- ZIP 3yq S�
PHONE (DAYTIME): L_)
CONTRACTOR INFORMATION
STATE OF FLORIDA REGJCERT #: C—C _ 033`2'77 ST. LUCIE COUNTY CERT #: VO c),S I
BUSINESS NAME: (a MS .
QUALIFIER'S NAME: V\x Lk4� FE- L_ S"_ fr. 29V�4
ADDRESS: Ciyk SW `b-'T�^ S ►^.
STATE: C-1-- ZIP �3-I ® ('
PHONE (DAYTIME): (,C--7)7 FAX NO.` i--, ( 72,E - ;� emailsww. �A r•, � , AJws o� rl Pr. c, ,
ARCHITECT/ENGINEER:
ADDRESS: 1 N') 6 5 vi CT
CITY: G o cq a i4 -►, J STATE: I=C— ZIP 33 3
PHONE (DAYTIME): S6 L-1 X5Kn t
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC PLUMBING,
AND HVAC
ZONING REQUIREMENTS
All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks
including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan.
❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for
inspection verification. ( not required for construction unrelated to storms)
OmOE VISE ONLY
SECTION
TOWNSHIP
RANGE
MAP NO.
Additional
ZONING
LAND USE
LOT CVG %
PeMIAS
Required
REPORT
BIMS FEE
MISC FEES
TOTAL FEES
T$
CODE
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
COMPLETE
• p -
INITIALS
PLAN REVIEW SPECIFICATION CHECKLIST
PLEASE PROVIDE ONE OF THE FOLLOWING:
A2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license.
❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113.
(I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT
APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF
A SUBMISSION.
• All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x I I" or larger.
• All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists &
drawings.
• The plan view must include all dimensions; the location of the host structure and all materials must be sized and
identified thereon.
• All elevations must be shown, including 40' wall detail, dimensions and all material must be sized and identified.
• All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"].
• All methods of fastening or other details which are relevant to the design must be identified on the Plans.
• All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"].
• All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component
must be sized and identified.
• All ridge beams and super gutter or fascia attachments must be identified.
• All roof pans or composite panels, with gauges and spans, must be sized and identified.
• All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications.
• All light metal alloys which are utilized shall be designed in conformity with the Florida Bldg Code of 2010, Chapter 20.
• Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self -
catching gates with picket spacing.
(II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE
REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS:
(A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding
component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified.
(B) 2 electric schematics, in accordance with the N.E.C., if applicable.
(C) Design pressures, per ASCE-7, identified on the openings of all Plans.
(III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA
SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE.
(IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE
ABOVE REQUIREMENTS AND MUST BE'IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE
FOLLOWING ADDITIONAL ITEMS:
(1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition.
(2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy
calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of
Florida Building Code.
(V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS
(Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE:
(a) A 4 h wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial
number and current owner's name and street address.
(b) That the complete guide to H.U.D. specifications be strictly adhered to.
(c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall
assume full responsibility for both structures' integrity by site specific documentation.
CERTIFICATION:
This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a
certificate of capacity, if applicable, for the permitted work.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU
PAYING TWICE
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: IN THE EVENT IT IS. NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO
ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO
DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE
PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A
CONDITION PRECEDENT TO. THIS PERMIT
1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify
that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind
zones established by the county and take full responsibility for complying with the submitted design of the structure being
.permitted.
2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the
issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and
zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not
otherwise included with this building permit application.
3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of
Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not
exceed the footprint of the structure that was in existence prior to removal by the storms.
OOWNER—UR CONT W CTO SIGNAT-O CONTRACT _SIGNATURE--"
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF S�1t� T W �� COUNTY OF a<T o W F)0 Q
The foregoing instrument was acknowledged before me The foregoing instrument was- acknowledged before me
me this !j�_ day of FVC7�iACr`/ 20 \— , me this day of F= �ti�►�/ , 20 l_ �T
by 6rsi AL9 by W \,C-%4F74 L F-- 0'-,) 22A 4
who is personally known_ to me, or who has who is personally known to me, or who has
produced produced
as identification. NOTARY PUBLIC -STATE OF FLORIDA as identification. NOTARY PUBLIC -STATE OF FLORIDA
Alari Miller
Alan Miller
a :Commission # EE078075
Commis EE078075 - ,••` Fxnires: MAY(86A015
%, xpires Y 05, 2015 Signature of No BONDED THRU ATLANTIC BONDIItG CO.,INC.
Signature of Notary BONDED THRU ATLANTIC BONDING CO., INC, E
IMPORTANT NOTICES:
• TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS
BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE
LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERBLDR
AFFIDAVIT.
• ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR
STAMPED REPRODUCTIONS ARE PROHIBITED.
• WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER
NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
` NOTICE OF COMMENCEMENT
Permit No. Tax Folio No 3y aQ - \ t 1 - c7a n80.
State of Florida County of St. Lucie
the undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
,he following information is provided in this Notice of Commencements- 31� A► i-'rNh3-7- � c't L�(��6 �qr�D (`1 cr��t�. L�cc
:LcvCA rAr-AD w. bF.ts. 6s-1-:ess As rcJ ocZ
Legal Description of Property: (and street address if available):
a.3\ clAr^«►o C', ctt Po r%-r sT Lvc1 fiL �'-1�ISa
General description of improvement: e t-L - c �Av�i mot i-�'b '1I ..^m^'VAn
Owner information or Lessee information if the Lessee contracted for the improvement:
Name CCL^LJC"7 MCC�rIPrTI�
Address a.3 \ AT, io 0' L- 20-77r S'7' LvC I 1 rr'1_ 3► \q ��
Interest in property: o W S p^ x-r a
Name and address of fee simple titleholder (if different from Owner listed above):
W'(NN'E ($V1L0(N.l COrrP W000 19;- 0--S fl! SiL do oeL-rsT.c-je-ii!Z:, i L3�t�i
Contractor's Name:
Contractor Address:
Phone Number: `MO,-4Q C • <Gr-D )
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address: r,11 4CN Phone number: _
tender Name: Phone Number:
i,-ender's address- A
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: N ) Phone Number:
Address:
in addition to himself or herself, Owner designates of
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
Phone number of person or entity designated by owner:
to receive a copy of the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date is specified)
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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 WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
s
tinder penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
my knowledge and belief.
NOTARY PUBLIC -STATE OF FLORIDA
.(Sig ature of Owner-CITlessee,-or Owner's or Lessee's Authorized Officer/Director/Partner/Manager Alan Miller
'� � Commission # EE078075
'- Expires: MAY 05, 2015
J iJ Q'L BONDED TBRD ATLANTIC BONDING CO., INC.
(Signatory's Title/Office)
The foregoing instrument was acknowledged before me this day of F E'I3 ZOtiL'
By foEfi A L.n 'Mc C,CLA^r 1A as SSL--vz for
Name of Person Type of authority (e.g.officer,trustee) Party on behalf of whom instrument was executied
Personally known�s_or produced Identification
(Signature of Notary Public - State of Florida)
(Print, Type, or Stamp Commissioned Name of Notary Public) Type of Identification produced
Property Appraiser - StLucie County, FL http://www.paslc.org/paslc/prc.asp?prclid=342711100020005
PROPERTY RECORD CARD
Wynne Building Corp Rewrd:l of6 <<Prev Next» SpeciAsermt Taxes Exemptions Pemite Here Print
Property Iderdlficatlon
ti�C15�o
Stte Address: 157 Camino Oei Rio Parcelm: 3427-111-0002-000-5 i
Se.amn/Range: 27:368:40E PccountM 116459
Nap ID 3427N Use Type: PRKGM10B0E
Zoning: AR-1 City/Cnty Saint Lucie County Aid
Owrrarehlp and Mailing Legal Description
Owner. Wynne Building Corp 27 36 40 ALL THAT PART LYING E AND N OF ST LUCIE RIVER AND W OF US 1-LESS AS N ORS 2519-1312 2563
Address: 8000 S US Mvy 1 Ste 402 Mora...
Pod St Lucie FL 34952
Sake Information Assessment 2013 Total Lend and Building
Data Price Code Deed Book/Pege 2013 Final 12SWI00 Land Value: 48132DO Acres: 218.09
1/1f1900 0 / Assessed: 12586100 Building Value: 7972900
Ag.Credit 0 Finished Area: 19828 SgFt
Exempt
Taxable:
Taxes: 254697.47
BUILDING INFORMATION
-....... -
,zes.amx
Exterior Features
V.. - RoofC—.. - RoofStruct -
ExtType: MHPK-Mi Parks YearBtt 1983 Frame: -
Grade: Y_C-CommerC EflYrBtt: 1983 PrimeWall: -
StoryHght 0010.1 Story No.Units: 609 SecWall: -
Interior Features
BodRooms: 1 Elactric - Prmh1wu): -
FuOBath: 0 HeatType: - AvgfttlFt
12Bafh: 0 HeatFuet - Prm.Rom: -
%ArC: 0 %Heated: 0 %Sprinkled: 0
Special Features and Yard game Land Information
Type YIS Qty. Units 0.1 Cord. YIBk. No. Use Type Type Measure Depth
CURB - CEMENr CURB Y 1 650 GO AV 2001 1 2800-PRKGMpB0.E 130Site 609
ASP1-ASPi HIGH Y 1 277848 AV AV 1983 2 2800-PRKGf40BILE 530-Acres 36.5
3 2806PRKGM BLE 500-Acres 31.6
More...
THIS INFORMATION G BELIEVED TO BE CORRECT AT THIS TIME BUr IT L4 SUBJECT TO CHANGE AND IS NOT WARRANTED.
1 of 1 2/9/2014 11:00 AM
^ i
INSTALLATION AGRE-
VENT AMS, INC
Southeast
Southwest
Florida Division
Florida Division
941 S.W. 8th Street
2331 Laurel Lane,
Pompano Beach, FL 33069
N.Ft. Myers,FL 33917
1-800-226-6677
1-800-522-3134
www.AMSOFFLA.com • CIS C033977 - CC C042787
AMK4008
CONTF ' #
DATO �' IL- SOURCE
PRODUCT z-, r 3
PHONE # CS-1 SE]L-9
E-MAIL
OWNER: Mr. ��F�.�I ..� & Mrs. ;-,1 f.)k LAST NAME tV\C-�+
Address�3t G!) c��r-�G ��;�_� ��` Cityc-�; - ��c tF=Zip-��� Lot # Community
County CT • i HOME -.,4-_ Own Rent LAND Own _2S, Rent R/P #
Address (out of Florida): City State Zip Phone #L_j
AMS, Inc. ("AMS") proposes to furnish all materials and labor for the job(s) specified below:
2 '�+ S A_f-7 t i�� ► ice- , r '' r�d s "j S J tr i7 l M ,A L
3.
4.5.
6.
6 �'•r L t a^ c �L /1 Cl [ k * �c: �Q CMG �4- i r t . A I� �Y'> n^1
9 i nL'^ 1 `i '? C ]t I is i C %ar�J ��C�•,'dti.t7 7 ��-
10.
11
12. ` `Zt c �' $�\ne?L^, r• r L 7.•ti:�l �'Lc.b.:
13.
14,
15 PL -p^ i I , ? L ,; t.o !`
16.
CONTRACT DOES NOT COVER DAMAGE OR CONDITIONS THAT MAY EXIST AND ARE NOT VISIBLE, INCLUDINtP T NOT LIMITED TO,
rQSTRUCTURAL DEFECTS, WALLS, CEILINGS, URETHANE COVERINGS AND TARP COVERED ROOFS. (initial) jj
r--j ELIMINATE GAS VENT (initial) 0 GAS BURNING UNIT HAS OR WILL BE REMOVED BY CUSTOMER (initial)
AMS REQUIRES A 30% DEPOSIT, WITH THIS AGREEMENT AND BALANCE DUE ON COMPLETION
CONTRACT AMOUNT s '�� 1- -S t ] - -'t +• r,^-.y �= t y '^ r-/, ,�(U•S. DOLLARS $) $ 7) c� � -z%c-a
CARD ISSUED BY:
Mo. YR.
At1.'ouNr NumSER EmRAnoN DATE
s
CAMHDIDER SONATURE Awuw DATE
Sales Tax
CK # TOTAL $ -) LACIS - -1:.2
CASH DepositAmt $
Balance Due on Completion $ 3c-5-c— - `- Z2
IF AMS IS UNABLE TO OBTAIN A PERMIT DUE TO ANY REASON BEYOND ITS CONTROL, THE PERMIT AND ENGINEERING COST WILL BE DEDUCTED FROM YOUR DEPOSIT.
TOTAL CONTRACT AMOUNT INCLUDES ALL ADVERTISED DISCOUNTS. AMS will furnish all materials and labor required to complete the above job and IIWe agree to pay the
full amount specified in accordance with all terms of this Agreement.
THE UNDERSIGNED ACKNOWLEDGES THAT BEFORE SIGNING HE HAS READ, UNDERSTOOD, AND RECEIVED A COMPLETED, LEGIBLE COPY OF
THIS AGREEMENTAND OF EVERY OTHER DOCUMENT INITIALED OR SIGNED BY ME DURING CONTRACT NEGOTIATIONS, AND AGREES TO BE
BOUND BY ALL THE TERMS THEREOF, INCLUDING THE TERMS AND CONDITIONS ON THE REVERSE SIDE.
This Agreement shall be binding upon the Buyer's written acceptance hereof in the space provided below or upon the AMS's commencing performance. Upon such
acceptance or commencement of performance, this Agreement shall constitute the entire contract and be binding upon the parties hereto, there being no covenants,
promises, warranties or agreement, written or oral, express or implied, except as herein set forth or as created by applicable law.
BUYERS RIGHT TO CANCEL
THIS IS A HOME SOLICITATION SALE, AND IF YOU DO NOT WANT THE GOODS OR SERVICES, YOU MAY CANCEL THIS AGREEMENT BY PROVIDING
WRITTEN NOTICE TO THE SELLER IN PERSON, BY TELEGRAM, OR BY MAIL. THIS NOTICE MUST INDICATE THAT YOU DO NOT WANT THE
GOODS OR SERVICES AND MUST BE DELIVERED OR POSTMARKED BEFORE MIDNIGHT OF THE THIRD BUSINESS DAY AFTER YOU SIGN THIS
AGREEMENT. IF YOU CANCEL THIS AGREEMENT, THE SELLER MAY NOT KEEP ALL OR PART OF ANY CASH DOWN PAYMENT.
NOTICE O UYER: THE TERMS AND CONDITIONS ON THE BACK HEREOF ARE PART OF THIS AGREEMENT.
(INIT.) X X EVER 'TINHPROMISED AS PART OF THIS CONTRACT IS COVERED IN THE ABOVE.
ACCEPTED AND AGREED: /
BUYERS SIGNATURE Xilk 4e Date -' - 1 —
BUYERS SIGNATURE X Date BYAMS REPRESENTATIVE
If . 1
Southe I Southwest
Florida D-;._ion Florida Division
Licensed 941 S.W. 8th Street 2331 Laurel Lane,
CCC042787 Pompano Beach, FL 33069 N.Ft. Myers,FL 33917
0=:48=AMSCGC033977 1-800-226-6677 1-800-522-3134
CUSTOMER LEI- CONT. NO. A- Cf-\ V, PG. — 1_of I
Address: Phone # Date Ste^ tl�
City: State �zL-- Zip Lot # Park C
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a Center Cap HI. A -2'/z" A A -2'/2" C
ROLLS TO ORDER El °
t Height B - �
X \ r7 Urethane C 8" C - 8"
\ L X<3 l 0 i Ft. Ft.
„ Pan Size
I [3 X �• E% ElVentsA -21/7" B A -2'/:" D
' Gutters Lin. Ft. D.S. Plumb k,-
-• X i C=� Fan
„ Spec. Lunber Ft. Kit A C 8" C - 8
X Sp. Buildup 1" Sht. 2" -Sht. Heat Ft. Ft.
EVERYTHING ROMISEDASPART FTHISCONTRACTISCOVEREDINTHEABOVE.
CUSTOMER Signature Date 'L' tl-�
Florida .1{3uilding Code Online
2
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Testing Lab
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
FL5739-R2 THESE PLANS AND ALL PROPOSED WORK
Revision ARE SUBJECT TO ANY CORRECTIONS
2010 REQUIRED BY FIELD INSPECTORS THAT
Approved MAY BE NECESSARY IM ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Elixir Industries
243 Washington Avenue
Fitzgerald, GA 31750
(954)782-0951
MrJEMurray@aol.com
John Murray
MrJEMurray@aol.com
Dennis Boudreau
243 Washington Avenue
P.O. Box 660
Fitzgerald, GA 31750
(229) 423-4311
dboudreau@elixirind.com
Resources, Applications, Designs & Controls, I
3220 East 59th Street
Long Beach, CA 90605
bshoolbred@netzero.com
Roofing
Metal Roofing
Test Report
Element Materials Technology
RADCO, INC.
07/01/2015
Thomas C. Williams, P.E.
Validation Checklist - Hardcopy Received
FL5739 R2 COI ELEMENT STATEMENT OF INDEPENDENCE.odf
Standard
Year
hftp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtJlxHJm6J9s 1 kezPRCtssVRAU... 3/4/2014
Florida Building Code Online
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
ASCE 7-10 2010
ASTM E 1592-01 2001
Florida Building Code 2010
Method 1 Option B
04/23/2012
08/30/2012
08/31/2012
10/09/2012
Summary of Products
FL # IlModel,
Number or Name
Description
5739.1
Manufactured Home Metal Roof
Aluminum roof roll for mobile/manufactured home re-
roofing.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL5739 R2 II ROOF OVER Installation Instruction.Ddf
FL5739 R2 II ROOF OVER UPLIFT CALCULATIONS.pdf
Approved for use outside HVHZ: Yes
Verified By: Element Materials Technology
Impact Resistant: No
Design Pressure: +58.4/-58.4
Test Reports
Other: To be applied over existing roof system, not to
FL5739 R2 TR ELEMENT TEST REPORT 2012.Ddf
exceed 15' above grade. Maximum width of Roof Roll not
to exceed 14'0".
Back Next
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.
*Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine If you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
WWERM
IMMMMMM
Ck dilt-Char-rl!r,
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgtJlxHJm6J9s 1 kezPRCtssVRAU... 3/4/2014
7 RIDGEOPMYSTIREENSLUTION
E705ING YOBIEHpER00F rEXi MAIMATPACHRAL
f VIm(1 WSW42-170.0.
ljll .. `II _WMRUBSERSEAL
`8/ALW GUrriR
W)STRAPS®f40L
GUTTER EDGE DETAIL
N.T.S.
BUMRLBBELSM AMATMOI RAL
7RI)GElPOLYBIW@EIKUTION •IINDBIBl1.42-17o.G
DJE IAI'm MP.T.Wow
BNALLROOF WS.g9'Q0.
FaW fl1Ht
EXISINGLWMCAP CUM FRNWO
DOUBLE WIDE RIDGE DETAIL
(MAX. WIDTH OF DOUBLE WIDE 26-0-)
N.T.S.
7 RIDGE) POLYSrfRE E DOLATEN
FASCIA EDGE DETAIL
N.T.S.
MOBILE HOME ALUMINUM ROOF OVER PLAN FOR 185 MPH EXPOSURE C
MOBIEHOMERDIN SINGLEWIDE(NTS)
(MAX WIDTH 14'-0")
TYPICAL ROOF SECTION
N.T.S.
AMALINFASCLI
—AT....
ROYOE@IFU9fii
MOPATpiuOF(YN07
•7BSILS 017aC
OWNER:
ADDRESS:
Cm:
LOTS
O
II
z
w
DBBINGPATA7ROOF
`G
Q
BEYMD
0
U
N�
w
q.:
024 GAWALUME CLEAT
4T O.C. (TYP)
Lg�
.)24'
Ir
;q.024'ALUM
6
y
~;
STYRENE-BUTADIENE
^I
W
FACTORY SEAM DESIGN FOR RUBBER SEALANT
ALUMINUM ROOF COVERINGS BETWEEN SHEETS CLEAT
co
bG
OVER SOLID ROOFS ONLY
w 4
N
1J
m
NOTES:
V
naw
1.) TNLSDESIGN CONFORMSTOTHE2010 FLORIDABUILDINGCODEFCRA
CATEGORYII BUILDING FOR WIND LOADING OF IMMM. EXPOSURE CAS
DETERMINED BYAWESTANDARD7-10.
r,
b
2.) THIS DESIGN CONFORMS TO FLORIDA STATUTE I50-2.(X81 FOR
MOBILEIMANUFACTURED HOME REPAIR AND REMODELING.
3.) ALUMINUM ROOFING IS DESIGNED FOR USE OVER ASOUD ROOFONLY. IT
SHALL NOT BE USED AS A STRUCTURAL ROOF SYSTEM.
Ow
4.) TH E ROOF COVERING SHALL NOT OVERHANG THE EXISTING ROOF.
5.) ENGINEER M NOT RESPONSIBLE FOR STRUCTURAL INTEGRITY OF EXISTING
ROOF.
6.) MAXI MUM WIDTH OF A SINGLE WIDE MOBILE HOME NOT TO EXCEED Wf .
D1�
q
!jw
7.) MAKIMUMWIDTH OFA DOUBLEWIDE MOBILE HOME NOTTO EXCEED 28'-0
8.) INSULATION TO BE POLYSTYRENE FORM APROX. DENSITY IS PEP SF.
9.) MAXIMUM HEIGHT OF MOBILE HOME NOT TO EXCEED IS-0.
`�Ig
10J MINIMUM THICKNESS OF ALL ROOF FLASHING TO BE.M4 ALUM.
ID
11.) THE R-VALUE OF THE 2- EPS INSULATION* R•6.7.
y
NOTVALID UNLESS DATED
^4
S SEALED WITH EMBOSSED
ENGINEER'S SEAL
STATE ZIP:
DAMES BUSHOUP.E.P.
?
0
BLOCKS RANGE
PROFESSIONAL ENGINEER XG11
'
Y
=
STATE OF FLORIDA
U
Element Materials Technology
1924 Premier Row Orlando, FL 32809
C 407-505-8102
O 651-645-3601
jim.blakely@element.com
elemenl.com
Report No.: ` ESP008983P
Report Date: March 1, 20112
STRUCTURAL PERFORMANCE TEST REPORT
Test fteguested By - John E. Murray
941 S.W. 81d Street
Pompano Beach, FL 33069
Test Conducted:
ASTM E 1592-01 `Standard Test Method for Structural Performance of Sheet Metal
Roof and Siding Systems by Uniform Static Air Pressure Difference"
DESCRIPTION
Overall Size:
All Specimens 12'wide x 14'long
Chamber ConGauration:
`` %J111 I11111i �
4:;414Y No
NO 20224 I
O 1'i STATE OF
DNA��,
TEST SPECIMENS
Element Materials Technology provided a strong chamber consisting of a steel
tested bed constructed of C8" x 11.5 A36 Steel "C" channel. The "C" channel was
vertically oriented and butted, fully seam welded at each corner connection on the
exterior face, Attached to the web of the "C"' channel on the interior of the bed
was a continuous perimeter 2" x 2" x .250" thick A36 Steel angle secured with 3"
fillet welds 2.00" e/1 from each corner and 16,00" on center thereafter, Attached
to said channel a continuous perimeter SYP 2" x 4" mounting surface in the flat
secured mechanically to the steel angle with .150" diameter x 3" long Hilti Power
Fasteners on 12" centers. Attached to the 2" x 4" with mounting surface with
.150" diameter x 3" long Hilti Power Fasteners on 12" centers, was a .750" thick
continuous plywood deck, supported across the bed in the 12' dimension with
three (3) cqui111y spiced 2" x 2" x .250" A36 Steel angle supports. Mechanical
attachment of the .750" plywood dock to angles was achieved via .150" diameter
x 3" long Hilti Power Fasteners on 12" centers.
The reaction mass was constructed out of wood. Consisting of 4" x 8" roof truss,
2" x 6" wall studs on 12" centers, and .750" thick plywood sheathing. All
connections were mechanical and secured with 48 x 3.00" long C.S., P.H. screws.
The reaction mass was placed on the test bed, and a tight seal was achieved with
.625" closed cell tram tape.
Page 2 of4
ESP008983P Elixir/AMS
MATERIAL CHARACTERISTICS
Test Specimen Construction:
All Specimens: The aluminum roof over assembly measured 144" wide by 168" long overall.
The specimens were fabricated with four (4) aluminum sheets measuring 12.500",
48", 48", and 35.500" x 14' long and each was painted white on the exterior. The
sheets were joined together at each longitudinal edge by means of an aluminum
cleat to form one (1) continuous member. The sheet stock was a minimum 0.024"
thick. The cleat stock was 0,030" minimum thick. Joining of the .024 sheet stock
with the .030" cleat is achieved via pressure clamping and application of a
continuous strip of Birdsong Ind. Product # 2535 Butyl Rubber tape on both sides
of the seam. Premier Industries Insulfoam molded EPS 2" thick polystyrene foam
panel's min. #1 lb. density between the 2" x 4" P.T. installation members,
underneath the aluminum sheeting. A continuous ribbon of SikaLastomer. -95
Isobutylene Tripolmer butyl rubber tape was applied to the top of the 2" x 4"
before the aluminum sheet was attached. A .9375" wide x .062" thick extruded
aluminum attachment rail was placed at the perimeter edge of the assembly, on
top of the aluminum sheet. Attachment of the assembly rail to the aluminum sheet
was as achieved as follows: #8 x 1.500" S.M.S., 3" O.C. thru the aluminum sheet
into the 2" x 4" P.T. installation members. #8 x 3" wood screws 9" O.C. thru the
aluminum sheet, thru the .750" plywood into the 2" x 4" test chamber mounting
surface.
Summea of Test Method
Paragraph 4.0 This Test method consists of the following: (1) sealing the test specimen into or
against one face of a test chamber, (2) supplying air to, or exhausting air from, the
chamber at the rate required to maintain the test pressure difference across the
specimen, and (3) observing, measuring, and recording the deflection,
deformations, and nature of any failures of principal or critical elements of the
panel profile or members of the anchor systems.
Page 3 of
ESP008983P Elixir/AMS
Performance Test Results
SEQUENCE OF TESTS PERFORMED:
ASTM E-1592-01
Test Results: Measurement location center mid -span of test specimens. Numbers recorded are net results taking
out end play and chamber movement.
Specimen 1
Deflection
Set
Specimen 2
Deflection
Specimen 3
Deflection
Set
43.77 psf
.710"
.130"
43.77 psf
�
.768"
-.000" _
43.77 psf
.320"
.003"
58.38 psf
1.030"
.092"
58.38 psf
1.330"
.004"
58.38 psf
.413"
.035"
72.99 psf
1.720"
.220"
72.99 psf
1,090"
.037"
72.99 psf
.635"
.071"
87.60 psf
2.170"
.252"
87.60 psf
1.170"
.190"
87.60 psf
1.578"
.082"
102.2 psf
3,035"
.315"
102.2 psf
1320"
.098"
102.2 psf
2.220"
.143"
116.8 psf
Fail
116.8 psf
Fail
116.8 psf
Fail
Results: Each specimen experienced the same mode of failure. Where the two (2) 4' panels were joined
(cleated) the longitudinal seam dis-engaged at center mid -span.
``�� MIlttIll0z�
* Np 20224 ; % ^+
my
ST TE OF r �*
���// / 1d N A`- `i\\��
Page 4 of 4
ESP008983P Elixir/AMS
DRAWINGS TO BE SUBMITTED:
Submittal drawings numbered i thru 5 and marked with the Element Materials Technology stamp are a part of
this report submitted by our client (Elixir/AMS)
Test Date: January 26, 2012
Test Completion Date: January 27, 2012
Remarks: Detail drawings were available for laboratory records and comparison to the tested specimens at
the time of this report. A copy of this report along with representative sections of the test
specimen will be retained by Element Materials Technology for a period of four (4) years. The
results obtained apply only to the specimen tested.
This test report does not constitute certification of this product, but only the above test results
were obtained using the designated test methods and they indicate compliance with the
performance requirements (paragraphs as listed) of the above referenced specifications.
Element Materials Technology assumed that all information provided by the client is accurate
and that the physical and chemical properties of the components are as stated by the
manufacturer.
Tests Witnessed by:
Steve Gibbs. Lab, Manager- Element Materials Technology
Washington Romero. Lab Tech.- Element Materials Technology
Client Present:
James Bushouse P.E. `�t11111111����
Ed Moses- AMS
Dennis Boudreau- Elixir
* NO 20224
m4a4ae 1vaze -
mesh P
i �y.N' 0
Michael Miller iZ' .
Lab Technician, Element Materials Technology
Architectural Division
Cc: AMS (2)
Elixir (2)
James Bushouse P.E. (1)
Ramesh Patel P.E. (1)
File (1)
r wix x .oar imm
EXTRUDED AUAL MACHMEW
W&W/j5X7& SHM
WrAL SCRM • r O.Q
mm MOOD mum= �
TEST CNAYBER FRAW
.sr.� cRAOE s
ears tr o C.
r P XYgff ]E FM
um if DENsnr
\ WOO
CONINJOUS PFRnfE1ER
rxrxaswA',is
SXM ANGLE
r X C P.T. Can.
WMAUM NE1 M
CONT. sum RUBBER
TAPE SEALANT A-LL J i
AROUND rX
to x r wow sumac
O V O.C. FROM TO
WOOD FRAhM BELOW
r X .w wit POvu
FASiE7RR5 1r a�
MAC aV ar a+L�sY
SECTION AA 1924 Pre der Row
Orlando, FL 32809
ESPNO. Bf IQ0-sQ83P
Date Verified: I-eb Lsi-L
Verified By: -
CCNGSALED FASTENERS O��ACNMENTS .
c
'024 ALUM ROOF
7 RIDGED POLYSTYRENE INSULATION
EXISTING MOBILE HOME ROOF
1
2X3 P.T. Wl#8X3' W.S. @ B' O.C.)
INTO EXISTING COACH FRAME /
EXTRUDED ALUM. ATTACH RAIL
wl #BX11/4 S.M.S. Y O.C.
/-BUTYLRUBBERSEAL
�.024 ALUM FLASHING
/ --BUTYL RUBBER SEAL
EXTRUDED ALUM. ATTACH RAIL
wl #8X1114 S.M.S. Y O.C.
r-.024 ALUM ROOF
A(°i� 41d� P1Gk�AAIQIRII
Es7TT'ER7�"ONSIB ,,,,
.024ALUMROOF EXTRUDED ALUM ATTACH RAIL .024 ALUM ROOF CONT. OVER CONTRACTOR OF RD
7 RIDGED POLYSTYRENE INSULATION wl 98X1 1/4 S.M.S. 3' O.C. FASCIA EDGE DETAIL OR RIDGE WI FACTORY SEAMS 48' O.C.
/ EXISTING PATIO ROOF BUTYL RUBBERSEAL GUTTER EDGE DETAIL COACH AND PATIO ROOF
,JTi r .024ALUM FLASHING INTO PAN /'S--, \ __----_-_- /__� CONNECTION DETAILS
AND CAULK ORCONTINUE ------------------------------------ FOAM INSULATION
1t j FLASHING TO GUTTER ®0 _
024ALUMROOF
L !, 2-0IB SMS wl NEOPRENE INSULATION
WASHERS TO TOP OF EACH PAN
2X3 P.T. wg18X3' W.S. @ 8' O.C. ti y� MOBS IN HOME ROOF \ - '
SINGLE WIDE (NTS)
2X3 P.T. BLOCKS CUT TO FIT INTO
PANS w/ (2) #8 S.M.S. PER PAN _ PAT10 PAN ROOF
OVERHANG
POLYSTYRENEFOAM
EXISTING ALUM. INSERT EACH ^i`=
-- COL 8 BEAM
EXISTING PATIO ROOF 1:
EXISTING WALL CHANNEL
+ALTERNATE COACH &-PATIOROOF ATTACHMENT # E' ALTERNATE PATIO PAN ROOF ATTACHMENT DETAIL "A
`-CONNECTION-DETAIL (NTS) (NO 4th WALL) N.T.S.
EXTRUDED ALUM. ATTACH RAIL .024 ALUM ROOF
.024 ALUM ROOF wl #8X1 114 S.M.S. T O.C. 7 RIDGED POLYSTYRENE INSULATION
! 30# FELT ON TOP OF BUM RUBBER SEAL EXISTING MOBILE HOME ROOF
I PANS
024 ALUM ROOF .024 ALUM FLASHING INTO PAN '� r
�r AND CAULK OR CONTINUE
7 RDGED POLYSTYRENE INSULATION
FLASHING TO GUTTER
EXISTING MOBILE HOME ROOF EXTRUDED ALUM ATTACH RAIL
248 SMS wl NEOPRENE ,
! wl#8X1114 SAS. 3* O.C. - 'v_' -'i , ' �% r WASHERS TOTOP OF EACH PA!1
r BUM RUBBER SEAL / j
EXISTING PANS w/ - 2X3 P.T. WI #M W.S. @ S' O.C.
�TYPTCAE_ROOF SECTION .
py,
#WW STAINLESS STEEL HEX HEAD
FROM ATTACHMENT RAIL TO EXISTING
MOBILE HOME FRAME @ 5' O.C. MIN.
INTO EXISTING FRAMING
118'xl WIDE BUM RUBBERCONT-1.1
.024 ROLL ALUMINUM
INSULATION
EXTRUDED ALUM. A17ACH RAIL
ROOF
wl #8X11/4 S.M.S. T O.C.
BUTYL RUBBER SEAL
ATTACH CONT. 7x4' P.T. TO EXISTING
MOBILE HOME FRAMING WI#&Li' WOOD
SCREWS @ SPACING TO STRAIGHTEN
WOOD ONLY, IN LIEU OF FULL FRAMING
ATTACHMENT PER DETAILS
PATIO ROOF
3'
NQIB TH6 ALTI3WATE
MAYeetxsenroarnrw
RROGREss utsREcnais
OF FTIAMP70
NOTE: TFOS CONHECf10N
IIAY BE USED ATA11
corulEcttoNAa�sAs
O
ALTERNATE CONNECTION
Z
O
U
.024 ALUM ROOF FLASHING INTO EXISTING COACH FRAME
����/ I `EXTRUDED ALUMINUM ATTACHMENT
INSULATION INSERTS �� ��
� •%•; : I � � � � `/ •/ � RAILw! #&ci=114 STAINLESS STEEL
2X3 P.T. BLOCKS CUT TO FIT INTO I L I
SCREWS S 0 C INTO
2X3 P.T. WI #8X3' W.S. @ 8.0.
INTO EXISTING ROOF FRAME
2X3 P.T. BLOCKS CUTTO FIT It
PANS w/ (2) #8 SMS. PER PAN
EXTRUDED ALUM ATTACH RAIL
w/#8X1 V4 S.M.S. 3' O.C. '
�BUM RUBBER SEAL
.02
.024 ALUM ROOF
30# FELT ON TOP OF
nPAINS
-EXISTING PANS w/
INSULATION INSERTS
EXISTING ALUM
COL & BEAM
ALTERNATE COACH & PATIO ROOF ATTACHMENT #2
CONNECTION DETAIL (NTS) (w/ 4th WALL)
.024 ALUM R
7 RIDGED POLYSTYRENE INSULATION
EXISTING MOBILE HOME ROOF -7
M P.T. WI #w W.S. @ 3' as
INTO EXISTING COACH FRAME
EXTRUDED ALUM. ATTACH RAIL
w/ #BX1 114 S.M.S. 3' O.C.
BUM RUBBER SEAL
F.024 ALUM ROOF
FINSULATION
PANS wl (2) #8 S.MS. PER PAN
OVERHANG \ I
I _
IJOSTINGALUM POLYSTYRENEFO
COL A BEAM INSERT EACH PAN
ALTERNATE PATIO PAN ROOF ATTACHMENT DETAIL "B"
N.T.S.
BUM RUBBER SI
7 RIDGED POLYSTYRENE INSULATION
OVERLAPPNG —
.024ALUMROOF \
�EXTRUDED ALUM ATTACH RAIL
wl #8X1114 S.M.S. W O.C.
2x3 P.T. wl #8X3'
��W.S. @ 3' O.C.
EXISTING CENTER CAP J ""-DanNG COACH FRAMING
�D:Ot1BLE�WiDERIDGE�DE-TAIL
N.T.S.
BUM RUBBER SI
2' RIDGED POLYSTYRENE INSULATION
OVERLAPPING --\
.024ALUMROOF
EXTRUDED ALUM. ATTACH RAIL
L1'6 w! #&S.M.S. 3' O.C.
P.T. WOOD BLOCK wl
#BX3' W.S. ® SPANNING
TO STRAIGHTEN WOOD ONLY
ALUM GUTTER EXISTING MOBILE HOME
WI STRAPS @ 4'-0 O.C. FRAMING & ROOFING PRE PUNCHED HOLES.
ALTERNATE ATTACHMENT RAIL FASTENING #1
N.T.S.
GUTTER EDGE DE-TVSE PLANS AND ALL PROPOSE® 4NORI� .024 GALVALUME CLEAT
48" O.C. (TYP)
N.T.S. Aric SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT .024" ALUM
MAY BE NECESSARY IN ORDER TO '
COMPLY WITH ALL APPLICABLE CODES.
.024 ALUM P^^`-
7 RIDGED POLYSTYRENE INSULATION
EXISTING MOBILE HOME ROOF -7
EXISTING PATIO ROOF
MAX SPAN 14W,
TAPERED INSULATKINAS REQUIRED
EXISTING WALL CHANNEL FOAM FILLER
ALTERNATE COACH & PATIO ROOF ATTACHMENT #3 EXISTING CENTER CAP EXISTING COACH FRAMING
CONNECTION DETAIL (NTS) (NO DROP BETWEEN ROOFS) DOUBLE WIDE RIDGE DETAIL
USING ALTERNATE #1 ATTACHMENT (NTS)
MOBILE HOME ALUMINUM ROOF OVER PLAN FOR 185 MPH EXPOSURE C
2X3 P.T. W! #BX3' W.S. @ 8' O.C.
INTO EXISTING COACH FRAME
EXTRUDED ALUM. ATTACH RAIL
wl #8X1 114 SMS. T O.C.
BUTYL RUBBER SEAL
024 ALUM FASCIA
AT ADJACENT PATIO ROOF
PROVIDE .024 FLASHING
1 INTO PATIO ROOF (MIN 81
I wi#8 SMS @ 17 O.C.
FA-SCIA EDGE`DETAILD,
N.T.S.
OWNER: (C
ADDRESS:
CITY: T
LOT#
L-� ,Mc
CRMtr j -
BLOCK#
.024" ALUM
STYRENE-BUTADIENE
FACTORY SEAM DESIGN FOR RUBBER SEALANT
ALUMINUM ROOF COVERINGS BETWEEN SHEET & CLEAT
OVER SOLID ROOFS ONLY
NOTES:
1.) THIS•DESIGN CONFORMS TO THE 2010 FLORIDA BUILDING CODE"FOR A,-.
T ATEGORY II BUILDING FOR WIND WADIN-G_OF_785 MPH EXPOS CURE C AS `
DETERMINES BYASCESTANDAR0 7 t0._; -
2.) THIS DESIGN CONFORMS TO FLORIDA STATUTE 15C-2.0081 FOR
MOBILE/MANUFACTURED HOME REPAIR AND REMODELING.
3.) ALUMINUM ROOFING IS DESIGNED FOR USE OVER A SOLID ROOF ONLY. IT
SHALL NOT BE USED AS A STRUCTURAL ROOF SYSTEM.
4.) THE ROOF COVERING SHALL NOT OVERHANG THE EXISTING ROOF.
5.) ENGINEER IS NOT RESPONSIBLE FOR STRUCTURAL INTEGRITY OF EXISTING
ROOF.
6.) MAXIMUM WIDTH OF A SINGLE WIDE MOBILE HOME NOT TO EXCEED 1- -0.
7.) MAXIMUM WIDTH OF A DOUBLE WIDE MOBILE HOME NOTTO EXCEED 26'-0
8.) INSULATION TO BE POLYSTYRENE FORM APROX. DENSITY 1# PER S.F.
9.) MAXIMUM HEIGHT OF MOBILE HOME NOTTO EXCEED
10.) MINIMUM THICKNESS OF ALL ROOF FLASHING TO BE .024 ALUM.
11.) THE R-VALUE OF THE 2" EPS INSULATION IS R=6.7. '
SHEET No.: S'I Of 2
i NOT VALID UNLESS DATED
& S WITH EM S
c EN N R' /
ZIP: 3 L �. /S _ Z� 3/
J S BUSHOUSE, 1E
RANGE: PROFESSIONAL ENGINEER 20311
STATE OF FLORIDA
W
Q
.024 ALUM
7 RIDGED PDLYSTYREI
wl #8X1 1/4 S.M.S. T O.C.
/-BUTYL RUBBER SEAL
25Gf' PT wl S14)6 TEX SCREWS @ 8' O.C. THRU
BONDED PANEL INTO EXISTING BEAM
024 ALUM FLASHING
UDED ALUM. ATTACH RAIL
wI #BX11/4 S.M.S. 3' O.C.
BUTYLRUBBERSEAL
" T MIN THICK BONDED PANEL '���//�� �.D24 ALUM FLASHING
NOTE
MAX 17 SPAN BONDED PANEL
j 1' MAX O.H.
V"NGALUM. j EXISTING
COL &BEAM OVERHANG
OR FRAMING
BONDED PANEL ROOF EDGE DETAIL #2
N.T.S.
EXTRUDED ALUM. ATTACH RAIL BUTYL RUBBER SEAL
w/ #8X1 1/4 S.M.S. 3" O.C.
2"X4" PT CONT. w/#8x3" WOOD SCREWS Q B"
12"x12"x.024 ALUM CAP O.C. TO RIDGE BEAM & 1-#8x3" WOOD
SCREW TO EACH TRUSS
MAX 28' WIDTH
PARK MODEL DETAIL A
EXTRUDED ALUM. ATTACH RAIL
w/ #BX1 1/4 S.M.S. 3" O.C.
12"x12"x.024 ALUM CAP
�n
.024 ALUM ROOF
7 RIDGED POLYSTYRENE EXTRUDED ALUM. ATTACH RAIL
INSULATION wl #8X119 S.M.S. 3' O.C.
�BUMRUBBERSEAL ,
.024ALUM FLASHING
Y MIN THICK BONDED PANEL74' PT wl
EXTRU EDME AL & BONDED PANEL
NOTE '
MAX 17 SPAN BONDED PANE /
/ T MAX O.H.
A32EXTRUDED FASCIA
EXISTING ALUM. / EXISTING ORGUTTER
COL & BEAM OVERHANG
OR FRAMING
BONDED PANEL ROOF EDGE DETAIL #1 \ ,
N.T.S.
MOBILE HOME ALUMINUM ROOF OVER PLAN FOR 185 MPH EXPOSURE C
PARK MODEL DETAIL B
N.T.S.
x , #
.024 ALUM ROOF 2" RIDGED POLYSTYRENE INSULATION
2"x4" WOOD TRUSS @
24"O.C. w/ 1/2" SHEATHING EXTRUDED ALUM. ATTACH RAIL
w/ #SX1 114 S.M.S. 3" O.C.
BUTYL RUBBER SEAL
i i r
1a SEE GUTTER &
FASCIA EDGE
DETAILS, S-1
2x4 P.T. w/ #8x3"WOOD SCREWS
MAX 1 B" O.H. — @ 6" O.C. TO FASCIA w/ 1- #8x3"
TO EACH TRUSS TAIL @ 24"O.C.
CONTINUOUS
2" FASCIA TYP.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
RUBBER SEAL COMPLY WITH ALL APPLICABLE CODES. �
2"x4" PT CONT. w/ 2-#8x3" WOOD SCREWS TO EACH TRUSS go
`\ .024 ALUM
ccoo
co
2" RIDGED POLYSTYRENE INSULATION Ci
2"x4" WOOD TRUSS @
24"O.C. w/ 1/2" SHEATHING EXTRUDED ALUM. ATTACH RAIL
w/ #8XI 1/4 S.M.S. 3" O.C.cq
V y
BUTYL RUBBER SEAL
SEE GUTTER
& FASCIA EDGE / ��^ O // DETAILS, S-1 �
co O
2x4 P.T. w/ #Bx3"WOOD SCREWS N R,
MAX 18" O.H. @ 12" O.C. TO FASCIAw/ 1-#Bx3" hj
TO EACH TRUSS TAIL @ 24"O.C. �
�1 �O
CONTINUOUS (� °� tqo
2" FASCIA TYP. (Y1 N
CONCEALED FASTENERS OR ATTACHMENTS
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ARE THE RESPONSIBILITY OF THE
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ST. LUCIE COUNTY
BUILDING DIVISION
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CaNTWTOROFREC0RD
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REVIEWED
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FOR C. CE
REVIEWED BY
00
DATE .
PLANS AN PER
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MUST BE KE T ON dbB OR
NO INSPECTION WILL BE MADE
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SHEET No.: S2 Of 2 54
OWNER: NOT VALID UNLESS DATED
ADDRESS: & SEA WITH EMBO ED
EN R' G
CITY: STATE: ZIP: Z p
J S BUSHOUSE, P.E. � Y
LOT# BLOCK# RANGE: PROFESSIONAL ENGINEER 20311 =
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STATE OF FLORIDA