HomeMy WebLinkAbout20-280 m
City of Zephyrhills
. PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BAR-000280-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 07/01/2020
Permit Type: Add/Alter (Residential)
Property Number Street Address
24 26 21 0110 00000 2760 3212 Nubbin Ridge Ln
Owner Information Permit Information Contractor Information
Name: WILLIAM&TRACY FOW Permit Type:Add/Alter(Residential) Contractor: BAHR'S ALUMINUM INC
Class of Work:Add/Alter Residential
Address: 3212 Nubbin Ridge Ln Building Valuation:$7,400.00
ZEPHYRHILLS,FL 33541 Electrical Valuation:$0.00
Phone: (813)782-3513 Mechanical Valuation:$0.00 f
Plumbing Valuation:$0.00
Total Valuation:$7,400.00
Total Fees:$115.50 c
Amount Paid:$115.50
Date Paid:
Project Description
CONSTRUCT SCRN RM 12 X 36 ON CONCRETE SLAB
Application Fees,
Building Permit Fee $77.00 Building Plan Review Fee $38.50
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
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 permit required from other governmental
entities such as water management, state agencies or federal agencies.
"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."
Complete Plans, Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONT OR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Department
Date Receive 6/18/2020' ofne Contact for Permitting 813 782 - 3513
Owner' Name Ome ""/r,Q� Ow�erPhogeNumber 813-782-3513
o321Z lu+ n Rr e Lh
t Own is Address / wner Ph Number
Fee imple Titleholder Name Owner Phone Number
Fee Si le Titleholder Address
JOB ADDRESS Nubbin Ridge Lane, Zephyrhills, FL. 33540 LOT# F
SUBDIVISION Hidden River PARCELiD# 24-26-21-0110-00000-2760
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED X NEW CONSTR e ADD/ALT = SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR Q COMM- J OTHER I Aluminum
TYPE OF CONSTRUCTION BLOCK Q FRAME = STEEL =
DESCRIPTION OF WORK New Screen Room on New Concrete Slab
BUILDING SIZE 12X36 SQ FOOTAGE 432 HEIGHT
®BUILDING $7400.00 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. //`
=PLUMBING is ''/IJ
V
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING SPECIALTY = OTHER ► l/ 1[V �(� (¢ � ,
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO `! (\] J�!"60"
n
. . . . . . . . . . . . . . . . . . . . . . . . . w �1`
BUILDER '.COMPANY Bahrs Aluminum c
SIGN_ATU - REGISTERED I JYJN FEE CURREN 11YIN
Address 18@T7 Gall Blvd,Zephyrhills, FL.33541 License# I CRC057444 ►y� }� �
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN,
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREA Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREt, I Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllllllllllllllllll
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 Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal dale. Required onsite,Construction Plans,Slor mwater 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$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
Is
City of Zephyrhil
BUILDING PLAN REVIE COMMENTS
Contractor/Homeowner:
Date Received: 1
Site: 32= 1�- �y b tl-► r ,�1 e,
Permit,Type: �� S C f -0 vo V—) o�1 �� W Co,;-C,re je
Approved w/no comments:❑ Approved w/the below comments: O Denied w/the below comments: ❑
This comment sheet shall be ke at-with the permit and/or plans.
Jt3I. 2 8i 2 p
Kalvin S 1tz - lans Examiner Date Con cto and/or eowner
equired when comments are present)
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 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
r 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 government 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.
If I 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 C ENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swom to(or affirmed)before me this Subscribed and sworn to r ffirmed)before me this
by /o-/B-Z020 by rMa r,X Qr
Who islare personally known to me or has/have produced Who islare personally tom r has/have r
as identification. L `♦♦♦♦♦♦♦����JEIPA!� //
Notary Public �.`pMMISSION6P,,Notan�ublic
Commission No. ommission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed orrid•�P' S��.•OQ
`i 99`°��0°9h 1s�S�a�a�:'�•OQ o ;
,'f/�111'911 A11111 '
INSTR#2020104482 OR BK PG Page 1 of 1
10128 3847
07/01/2020 09:11 AM Rcpt:2177360 Rec: 10.00 DS:0.00 IT:0.00
Nikki AlvarezSowles, Esq.,Pasco County Clerk&Comptroller
Permit No. Parcel ID No
NOTICE OF COMMENCEMENT
State of o county of Phs
THE UNDERSIGNED harebygMea notice that Improvement will be made to certain real property,and Inaccordancewith Chapter713,Florida Statutes,
the following Information Is provided In this Notice of Commencement
1. Description of Property,Parcel Identification No.
_2_�-Z(o�2�-O/fb-�OCdpp-271o�
StreetAddrees G �rDA- �- !
2. General Description of Improvement tRw..w_ fUCeJ JiGCCCrt . OY1 uJ C. e JLil
3, Owner InIbmaSon or Lessee Inforrnaffon If ft Lessea contracted for the InTrovement
One Zgp�,4M I.Is
A4LZIP City State
interest in Property: OwylGr
Name of Fes SimpleTRiehotder.
(If different from Owner listed above) '
Addrow s l tt CHy State
4, CoNrutor aCL4 pnbacce-n
Name
UQ6! 1'2ALI 3i NJ: � z�o�,,,�t���s
Address Ctty State
CanbadorsTeiephomNo.:
b. Snuety:
Name
Address Gty State
Amount of Bond:S Telephone Nor:
B Lender.
Name
Address City Slats
Leaders Telephone Noe
7. Persons within the State of Florida deslgnated by the'owner upon mhom notion or other documents may be served as provided by
Section 713,13(1)(a)(7),Flodde Statutes
Name
Address C ty State
Teraphons Number of Designated Person:
S. in addition tohtnsetf,the ovmerdesignates of
to rao"a copy of the Lierwr's Notice as provided in 8action 713.13(%),Florida Statutes.
Telephone Number of Person or En*Deslgnated by Owner.
9. Expiration data of Notioo of Commencement(the expiration data may not be before the co4elion of construction and final payment to the
contractor,butwIll be one year from the date of recording unless a different date is apeotfied):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE WIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED-IMPROPER PAYMENTS UNDER CHAPTER713 PART1, SECTION 713,18 FLORIDA STATUTES AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A 130ndg OF COMMENCEMENT MUST BE
RECORDED AND PORSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING CONSULT
WITH YOUR LEND,RRlRfMh•�'ORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFOOMMENt JIF1JT.
Underpenalgry � 'asv-read theforegoing notice of e�andthat stated therein are true to the best
ofrrrylmwrl; .... // ///
STATE OFFIARIDa►� .. NS3WN'•.
couNIVYOF SQ� . ate y 07.2� •• Jr
d •, 810mallum 'Owmerort.essee,'orOwn sorLessee'sAiMorkad
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The foregcingInsbrrri �ti � �thla3g dayo} une 20=_by 16Jr.t[IQWI
IRS eT (typs of aulherftf offfcar,trustee,attomay in fact)for
flIIIINIIU�� (name ofp It of minotnumartwatwicuted).
Personally Khmm Q DR Produced ldentiDeattonM!� Notary8lgnah re +
Type of Identification Produced +1/L Name(Print)
wpdataAucslnotit:eeanmencemen�paD3304B
.,..,..,LL n r••M,•.,...r'n3..w..,ry.;:,,ur..r-�swn:ne:n....aqJ-.v....r.,..,a:..,:.....•a.,e.•:n-..+r..Ru�,r...vew...>.w.n....� ..n.e•1:v+-•.»a.nr,.y a.rN...yVvw-,r,:era-.r..F-.'pn..�..:.,m....,�.,.a r:m,..nr.yn•,..p.,.
Rate Of Florida,County Of Pasco
• This is to certify that the foregoing is a
' true and correct copy of the document
on file or of public record in this office.
'rn a°�we e ,usr Wit my hand and officiaI seal this
day of 2 010
• y '
� 1887 Nikki Alvarez-Bowies,Esq. Clerk&Comptroller
Pass County,Florid
3'y Oi: ��` i3 puty Clerk
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i Product Approval
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' LwU•aia�Si rv�wiw .
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL#' FL7561-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ]
Product Manufacturer Elite Aluminum Corporation
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek,FL 33073
(954)949-3200
dk@dokimengineering.net
Authorized Signature Do Kim
dk@dokimengineering.net
Technical Representative Bruce Peacock
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek,FL 33073
(954)949-3200
bpeacock@elitealuminbm.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
:J Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim,P.E.
Evaluation Report
Florida License PE-49497
Quality Assurance Entity ! QAI Laboratories
Quality Assurance Contract Expiration Date 12/30/2022
Validated By James L. Buckner,P.E. @ CBUCK Engineering
9j' Validation Checklist-Hardcopy Received
Certificate of Independence FL7561 R4 COI Cert of Independence.p ld
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
f
Product Approval Method Method 2 Option B
Date Submitted 08/15/2017
Date Validated 08/16/2017
Date Pending FBC Approval 08/20/2017
Date Approved 10/10/2017
Summary of Products
FL# Model,Number or Name Description
7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel,3"/4"/6"x0.032x1lb
Panels EPS Composite Panel,3"/4"/6"x0.024"x2lb EPS Composite
Panel,3"/4"/6"x0.030"x2lb EPS Composite Panel,
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL7561 R4 II 2017 FBC-Elite Aluminum Coro-Install
Approved for use outside HVHZ:Yes Instruct•p
Impact Resistant: No Verified By: Do Kim,P.E.PE 49497
Design Pressure: +80/-80 Created by Independent Third Party:Yes
Other:In HVHZ,not to be used in structures considered living Evaluation Reports
areas per FBC Section 1616 unless impact protection is FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC:p
provided.See installation drawing for nominal allowable design Created by Independent Third Party:Yes
pressures and spans.
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Contact Us::2601 Blair Stone Road,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 emails
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:
�i � M ER M
Credit Card
Safe
ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' x 0.024 x 1 - LB EPS PANELS 3' x 0,032 x 1 - LB EPS PANELS 3' x 0.024 x 2 - LB EPS PANELS 3' x 0.030 x 2 - LB EPS PANELS D❑ KI M
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) &ASSOCIATES,LLC
NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL
LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 T L/180 L/240 LOAD <PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/BD L/120 T L/180 L/240 ENGINEERS
10 16.17 15.76 15" 14.10 10 17.50 17.5G 16.91 1536 l0 19.33 18.95 1B.31 17.66 10 20.11 20.03 19.42 16.81
20 13.44 13.44 1222 1035 20 16.64 15,96 14.06 12.16 20 10.11 17.66 16.36 15.06 20 19.0E 10.81 1758 16.35
30 HL78 10.78 9A1 6.60 30 15.17 14.06 IL21 8.36 30 16.80 16.36 14.41 ii?46 30 17.53 17.5E 15.73 I3.89 PO BOX 10039
40 9.22 9.22 660 2.85 40 13.69 12.16 0.36 4.56 40 I5.49 15.06 12.46 9.86 40 16.83 16,35 13.89 11.43 Tampa,FL 33679
50 8.17 8.17 3.79 50 1222 10.26 5.51 D.76 50 14.18 13.76 10.51 726 50 15.74 I5.12 12.05 8.97 Tel:(813)857A955
60 7.40 6.39 0.98 60 10.75 8.36 2.66 60 I2.97 12.46 8.57 467 60 14.64 13.99 10.21 6.52
70 6.B1 4.51 - 70 9.27 6.46 - - 70 11.57 11.16 6.6E 2.07 70 13.SS ]2.66 8.36 4.06 RavAlal Description
BO 6.33 2.64 - - 80 7.B0 4.56 - - BO I0.26 9.86 4.67 - 80 12.46 11.43 6.52 1.60 er,P
101r EEltion PRODUCT
APPROVAL
4' x 0,024 x 1 - LB EPS PANELS 4' x 0.032 x 1 - LB EPS PANELS 4' x 0,024 x 2 - LB EPS PANELS 4' x 0,030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
NET NET NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN <FT)
MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT)
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE
LOAD (PSF)1 L/80 L/120 LABO L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240
10 19.00 19.00 17.17 16.53 10 20.50 20.50 20.11 1924 10 2L97 21.97 2152 20.97 10 24.17 24.17 24.17 24.17
20 15.01 15.01 ISOI 13.95 20 19.61 19.24 17.49 15.74 20 20.77 20.77 19.86 18.76 20 2364 23.64 23.41 23.11
30 12.50 1250 1250 11.38 30 18.17 17.49 14.87 12.24 30 19.57 19.57 18.21 16.55 30 22.57 2257 21.90 A
]0.97 10.97 10.97 8.80 40 16.7E 15.74 12.24 8.74 40 18.36 18.36 16.55 14.34 40 21.51 21.51 20399.92 9.92 9.44 6.2E 50 15213 13.99 9.62 5,25 5D 17.16 17.16 I4.89 12.13 50 20.45 2M45 IB.B8 9.13 9.13 751 3.64 60 13.84 12.24 7.00 1.75 60 15.96 15.96 1324 9.93 60 19.39 19.39 17.37 U) !78.5E 0.5E SSB 1�07 70 12.40 10.49 43B - 70 14.75 14J5 II.SB 7.7E 70 18.33 IB.33 I5.86 (!J8.0E Bat 364 - 80 10.95 8.74 1.75 - BM 1355 13.59 9.93 S.SI 80 I7.2fi 17.26 14.35 N Z Z a-
6' x 0.024 x 1 _ LB EPS PANELS 6' x 0.032 x 1 - LB EPS PANELS 6' x 0.024 x 2 - LB EPS--PANELS 6'-x 0,030 x 2 = LB EPS PANELS o QF(n i-
ra
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) o acco O O o
NET MAX. ALLOWABLE SPAN <FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) o` o LLLL a z O
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U o p Z)a
LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 E 2-m L)JQ w
10 23.00 21.24 21A7 20.85 t0 24.00 24.00 24.00 23.42 10 23.93 23.93 23.88 23.60 10 24.00 24.00 24.00 23.84 C N 2 U 0
20 18.06 IB.06 1a06 18.06 20 23.34 23.21 21.8E 202E 20 2320 2320 23.03 22.46 20 23.65 23.65 23.34 22.64 '�1--. O
30 L5.13 15.13 15.13 15.13 30 22.10 21.63 19.42 17.02 3D 22.47 22A7 22.19 2L33 30 22.94 22.94 2259 21.85 in 7 U z H
40 13.34 L3.34 1324 13.34 40 20.86 20.05 17.02 13.82 40 2175 21.75 21.33 20.20 40 22.23 2223 21.85 20.85 a O 00 Q
50 12.10 12.10 12.10 10.91 50 19.62 18.47 14.62 10.62 50 21.02 21,02 20.49 19.07 50 21.53 21.53 21410 19.86 y J 0 Q-I y
60 11.17 11.17 1117 8.43 60 18.38 16.89 12.22 7.42 60 20.29 20.29 1964 17.94 60 20.8E 20.8E 2036 18.87 LU C]V ,Q Q
70 10.44 10.44 1030 5.95 70 1744 1530 9.82 4.22 70 19.57 19.57 IB.79" 16.81 70 20.11 20.11 19.61 17.87 LL It) ) O
80 9.85 925 8.43 3.47 80 15.91 13.72 7.4E 1.02 80 IB.B4 1B.B4 17.94 15.68 Ba 19.40 19.40 1B.87 16.88 •d• 1EL Of
L Of
J
GENERAL NOTES LL
SEAL JOINT WITH
1. Composite panels shall be constructed Using type 3003-1-1 154 aluminum facings,1 or 2 PCF ASTM C-576 carpenter brand EPS CONTINUOUS CAULKING
adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in -T
accordance with approved fabrication methods. 0000 0 0 0 0 0 0 z a DRAWN BY: DYK
2. Elite roof panels maintain a UL 1715(int)class'B'(ext)rating and are NER-501 approved. ) O 000 O 00000 C p`la CHECKED BY: DYK
3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code _L SC E: AS SHOWN
6ia Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter R Section 803,Class A interior finish,and r FACINGS DATE: PH BHP
Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOCKING CROSS SECTION OPTIONAL u«
4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including DRIP S AP R ��� Y'
load combinations)using the data from the allowable loads tables and spans in this approval. oWc SLOPE 4'MAX WIDTH INTERLOCKING 1 �a Q,•• C ENg •.;^7
PANEL 11/4'/FT MIN SLOPE)
5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ.In HVHZ.this product shall be used o o"o o"o o" DOeWE1jIYT(IM.P.
ill structures"not to be considered livingareas" a Section 1616 unless impact resistance in accordance to the HVHZ °o°o°o°o°o° Ica EPS CORE ILB OR 2LB 0000000 FLA.REG.NU BER 4'D7'
F P o 0 0 0 0 0 aA000000 7t M, r:1Y
requirements are met. N O O O O O O O °O A
6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for ~ ALUMINUM BOTTOM t O0 70 601<t�'AASSOCIATES,EIpy1
Aluminum Structures Part I and conl•Or111s to the FBC Chapter 16 and 20. FACINGS 000 yy _OA4 '887
O P�IYYBH66 10039;'
7. Testing his been conducted in accordance to ASTM E72-05:Strength Test of Panels for Building Construction. CLEAR SPAN(L)INSIDE TO INSIDE °o �-O.H.-- :�7�'•., y1�93e7q-J�
8. Reference test reports:HETI-05-1988•HETI-06-2104,HETI-06-2066,HETI-06-2105,HETI-06-2067,HETI-05-1002,HETI- Co S1S
06-2107,IiETI-OS-19R7,HETI-06-2069,HETI-06-2070,HETI-06 2071,IiETI-OS-1994,HETI-05-199I,HETI-06-2072, ENGINEER OF RECORD TO PROVIDE p00 THICKNESS OF °0 ml••mn". 6 mF )Ra�:.
HETI-06-2073,tIETI-06-2074,HETI-05-199G,HETI-05-1989,HETI-05-1993,HETI-05-1985,HETI-05-1995,HETI-OS- FOR ROOF CONNECTIONS 6 O° 36'MAX IN FRONT 6 25% umrc.^,e m,.,^v.pN
WALL FOR TOTAL ° OF PANEL WIDTH a SIDES -1- ^�•�^^u�.a•ae•o^•e•^e•••I•e•^e
I990,HETI-05-1997,HETI-05-2037,HETI.05-2029,HETI-05-2039,HETI-05-2030,HETI-05-2041,HETI-05-2048,HETI- SUPPORTING STRUCTURE DETAIL BY PANEL SPAN. °°° (12-MAX AT SIDES) ;;°_^ °N1p wnheeon T p°°^ ^�•
THIS OR ANY OTHER ENGINEER. O P^ele io sss aeon
05-2036,HETI.05-2031,HHTI.OS-203R,HETI-05-2065,HET[-05-2040,HETI-05-2042.
9. Linear interpolation shall be allowed for figures within the tables shown. Drawing No.-FL-1001
10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include EPS ROOF PANEL/SPAN DESCRIPTION
the strength of the fan beam to exceed shown fi ures as art of site-s cific engineering. SHEET 1 of t