HomeMy WebLinkAbout19-22007 I
CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22007
BUILDING PERMIT
.,PERMIT'INFORMATION 'LOCATION`INF.ORMATION;'r`;
Permit Number: 22007 Address: 3447 PYRITE DR
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: EMERALD POINTE RV RESORT
Est.Value: Parcel Number: 24-26-21-0050-00000-1930
Improv. Cost: 23,000.00 OWNER INFORMATfONW
Date Issued: 11/12/2019 Name: GAVIN, FRED &ALENE REV TR
Total Fees: 232.50 Address: 13229 LEWIS GALLAGHER RD
Amount Paid: 232.50 DOVER, FL 33527-4523
Date Paid: 11/12/2019 Phone: 813-752-3059
Work Desc: ALUMINUMN PANEL ROOF REPLACE OVER GARAGE & REPLACE GARAGE DOOR
CONTRACTOR S , k ;' a '.APPLICATION FEES
RIORDAN CONTRACTING LLC BUILDING FEE 232.50
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f
Ins ections Required
FOOTER 2 D ROUGH PLUMB MINSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER I MISC.
ROUGH ELECTRIC LINTEL MISC I 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: (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 amountl of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe 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.
"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 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.
ONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHO T APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
INSTR#2019192090 OR BK 1 0004 PG 36Z Page 1 of 1
11/12/2019 08:47 AM Rcpt:2107284 Rec: 10.00 DS:0.00 IT:0.00
Nikki Alva rezSowles,Esq.,Pasco County Clerk&Comptroller
Permit No. Parcel ID No � I -a6 ( 1-005o-v V V w-II !3Q
NOTICE OF COMMENCEMENT
State of County of
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and inlaccordance with Chapter 713,Florida Statutes,
the following information Is provided In this Notice of Commencement:
1. Description of Property: Parcel Identification No. I G +'
Street Address: 3 444 PV 1z 4F y/P,(V �b,-" �; CL 334,
_
2. General Description of Improve mentgE pLAGra.
3. Owne or Lessee information If th Lessee contracted for the improvement:
l�htAr _ jj
Name fW d5 8 /'� ew- l 3 3ti�7
Address L City Slate
Intereallnn Property: � i
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address C) /) Ciry State
4. Contractor !L>R!� ntn�/
Con Slate
tractor's Telephone No.: City i
5. Surety W Y
Name Q Z'0 �r LU
Address Ciry State Q LU
_i LWL _ J U
Amount ofBond: 6 Telephone No.: C Z . Q Hb.J }
6. Lender. Name 0 U - J N Q a
0 = Q
Address City Slate O it W LU Z d Q
Lender's Telephone No.: Q
7. Persons within the Slate of Florida designated by the owner upon whom notices or o t er documents may be served as provided by W Q Q C) 0
Section 713.13(1)(a)(7),Florida Statutes: T E: o6
� � aw 0
0 Y
Name W 0
� ZOUz W
Address City i State d 0 m 0 Q V
Telephone Number of Designated Person: W 0 L4�
� IzaQ o
B. In addition to himself,the owner designates of—0 h: W W= Q
to receive a copy of the LlenoYs Notice as provided in Section 713.13(l)(b),Florida Statutes. Lid. 0 Q iN—
WARNING Telephone Number of Person or Entity Designated by Owner: L- Q•n9. Expiretlon date of Notice of Commencement(the expiration date may not be before the c pletion of censlruction and final payment to the LUU) Qcontractor,but will be one year from the date of recording unless a different date is spedfied): W TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT Q C/3 L1 ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES. AND CAN Z rGL' Z — >-
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IA NOTICE OF COMMENCEMENT MUST BE f�.F'- F=- Q m
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. �(
�r
Under penalty of per)ury.I declare that I have read the foregoing notice of commencement and that a facts stated therein are true to the best
of my knowledge and belief. •a '�0
STATE OF FLORIDA ® \ e
COUNTY OF PASCO
Signature of Owner or Les e,or e s ar Lessee's Authorized
Offeer/Director/PeMerlManag i r r
Signatory's Title/Office yv�� am,
The foregoing Instrument was acknowledged before me this day of f 20 fi by_, 1 A r
Y 1/. XA
of euthodty,e.g.,officer,trustee,attorney In fact)for \��.e�•
3�i`It{ 14 L D AI-1e rZt PC14 m1k ka 1. Ina e o party on behalf ofwhQm Instrument was axe )led).
Personally Known 02a Produced lden6ficationix, Notary Signature �'�yl�� �•
Type of Identification Produced 9Of l 61 Vt�.9-1 1C Name(Print) SWe of Florida
� S
t2102>=
�'+alImisslon I
wadate/bes/noticecemmencement oc053048
813-780-0020 City of Zephyrhills Permit Application Fax-B13-isU-UUZ1
Building Department]
Date Received (�� f� f C _ `J`7G►
-1 �1 .Phone Contact for Permi ing
` Owner's Name ,gt!!nJ Owner Phone Number
Owner's Address Owner Phone Number
0 ner Phone Number
JOB ADDRESS W LOT#
SUBDIVISION PARCEL ID#
(OBTAiNW-FROM PROPERTY TAX-NOTICE)
WORK PROPOSED NEW CONSTR V I SIGN Q Q DEMOLISH
INSTALL 8 ADD/ALT REPAIR
PROPOSED USE SFR 0 COMM OTHER
TYPE OF CONSTRUCTION BLOCK 0 FRAME STEEL
DESCRIPTION OF WORK C.s� -SaQ �[ /++►+��/woh; o �
BUILDING SIZE SO FOOTAGE 11� HEIGHT.
VALUATION OF TOTAL CONSTRUCTION
BUILDING $'
=ELECTRICAL, 1$$'� AMP SERVICE Q DUKE ENERGY Q W.R.E.C.
=PLUMBING $ '�
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS 0 ROOFING 0 SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES . NO
Je►«�•,� C.0 e,
BUILDER ��� �� � COMPANY •
SIGNATURE .. _> REGISTERED i Y/ N FEE CURRER Y'/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRER Y 7 N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRER
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/'N - FEE CURRER Y 1 N
Address License# �-
OTHER: COMPANY
SIGNATURE REGISTERED Y/`N FEE,CURRER Y/N
Address, License#
RESIDENTIAL.- Attach(2)Plot Plans;,(2)sets of Buiiding'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;Stonnwater Plans wPSlit Fence installed,
Sanitary Facilities&1 dumpster;Site.Work Permit for subdivisionsliarge projects
COMMERCIAL Attach(2)complete sets of Building,Plansplus a Life Safety Page;(1j 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 all new Hrojects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered'Plans.
****PROPERTY SURVEY required for all NEW construction.
I
Directions:
Fill out application completely.
Owner&Contractor sign back of application,l notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
** Agent(for the contractor)o�-Power of.Attorney,(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING '(bpy:of1contrapt required)
Reroofs if shingles Sewers Serviee.Upgrades,, A/t✓;':;'=,Fences(PiotlSurveylFootage)
A+ C'i?',^
Driveways-Not over Counter_if:on.public roadways:nseds'I20V11. '.
NOTICE OF-DEED RESTRICTIONS:-The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than.Co'brity reibula"tions. 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
nsed�in accordance with,s6ti6i�and-Ioc'a1.re`g'uIations. If-the
contractor is not licensed as require'd by law, both the owner and contractor may be cited for a misdemeanor violation
understate-law:- If-the owner or intended contractor are uncertain-as!t6-what licensing-requirements may.apply for the
intended work, they are advised to contact,the Pasco County Building Ins'p__ection 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-Reicov,ery Fees may apply to the construction of new buildings, change of
use:in existing buildings, or expansion of existing buildings,-as.sppcified in Pasco County Ordinance number 89-07 and
90-07, as amended. The:Unders.igned.,also-.understands, that such fees, as may-be due,wiWbe_ideiitifi6a 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 pahic'y' 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 tqpermit.issuance-in accordance with applicable Pasco County ordinances.- * I -
CONSTRUCTION.LIEN LAW.(Chapter 713, Florida Statutes,-as�larndnded): If valuation of work is$2,--500;00.or more, I
certify that 1, the applicant, have^-been.provided with acopy of. the "Florida Construction.,Lien Law—Homeowner's
Protection Guide" prepared'by the Fio'rid"a'De"p�a*rt'nicirit,�'of WdeldultUrie anddConsiun7let Affairs.At"the applicant,,is:someone
other than the"owner", I certify that I have obtained a 6opy'of the abovei-de"sic"Abdi *document and promise-in-good faith to
deliver it to the"owner"prior to commencement...
CONTRACTOR'SIOWNERIS'AFFIDA,VIT: I certify that all the information,in.this-application.-Js 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.
icated. 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 jurisdictiorv., 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 llmited16:,
Department of Environmental Protection-Cypress Bayheadt, Wetland-Areas-and-Environmentally Sensitive
Lands,WaterMastewater,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 Environ'merital'Proteption Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand;that:the.following-restrictions apply-to the useof fill:
Use-offill.is not allowed in Flood Zone-"Wunlets expressly permitted.
If the Milt material is to.be used in Flood Zone "A", it is understood that a drainage- plari addressing a
"bomoensating-volume"-will,be submitted at time of permitting-which is prepared-by-a-Drofessional 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; [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 whicft'are elevated,by fill, an,engineered drainage plan is required.
if I am-,the AGENT FOR THE OWNER, I promise in good faith to informthe-owner of the permitting.conditions setf6rth'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 th&work,authorize'd 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: YOURfAILURE TO RECORD A--NOTICE-OP.COMMENCEMENT-MAY RESULT IN"YOUR
-PA7 G
Y'lNdTWICE FOR IMPROVEMENTST-O-YOUR`PROPERTY.-IF-YOU:INTEND
NTEND'TO-- 3TAIN_ _jN___;,CONSULT'
WITH YOUR LENDERbR,AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER-OR,AGENT CONTRACTOR
Subscribed and swom to(or affirmed)before.me this Subscribed and'swo ried)before me.ft.-
by by I%= W&
Who is/ani personally known-to me or has/have produced Who isl re personal known to he or hasthave-produced
as identification. FC_=WrS 0 ce_s as identification.
-Notary Public Nota ryPublic
Commission No. Comm gss* n,N
ok uc01UJELU%EB J
Name of Notary typed,printed or stamped -iNameiofAf&
4okk,t 4
E yof Zepfi AWI.q. guittliap—ppt.,
5.335:,.,e:.Street:
ZeptiyrhilCs;;F1:',:33542
Friday-0ctoberll.�2p�,9
To,whom it cancerris:
I ICeyin Riordan,tl; -conyra, odor Rinrdan.Ctritractirig. L C"Pi.ens GCG1577,,.689,. ,uthorize'the
following persons to applyf,,or sign for and::pick up permjWon--.. ... alf.,.
GuyShpman.
Kenny-Freeman,
Out`mahing.address is.618'E Wt eeler'Road ��ffhoej-Fl,33584..0iir.phar e:numkier is.813�109-1717.Tlie'
email:a"ddress-.is:K6VlhR.RlbedMft@►1af7iio:c6rri;
5ir�cerelj;
K ui
STATE:OFFLORIQA /
COUNT-Y'O.F.`/jll'//s p bl�gh
The foregoinginstriimeritW5s`ackriiJwledged kiefore°me this „'9`4ayrof. f,'24.i
Personally Krovrri': _ ... . OR'Pi-o'ducei�.lderitifica'kiai7=..
Type_of lddntificatian':Produced` , `
_ fill
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�\ M11,01m 1CIM(1)014Y.f'/B'S"xr YEM MeS. Building Products tn,a�raivgemmt.ea{Iict a trrrG,on u,.ea.P�«H BRAVaVG NFL K°'
CKTAIISION at ttn t3apm/lbrpoiR1fo11 and ma/Test tb rWprodio.S t>�o SY, 1D1308 IBC
D'a"A' Company to my tam:Pnw L N e.Moon P+u e.wa.
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �Q Or
Date Received: tD 191-4
Site:
Permit Type:
Approved w/no comments: Approved w/the below cco ents: ❑ Denied w/the below comments: ❑
i
This comment sheets 1 be kept with the permit and/or plans.
OCT" 3 1 2019
Kalvi witzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
DO KIM & ASSOCIATESp LLC
CONSULTING STRUCTURAL ENGINEERS
Florida Board of Engineers Certificate of Authorization No.26887
Product Evaluation eport
Date: August 10,2017
Report No.: FL#7561-R4
Product Category: Roofing
Product sub-category: Products Introduced as a Result of New Technology
Product Name: EPS Foam Core w/Aluminum Skin Composite Panels
Manufacturer: Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek,FL 33073
Phone: 800-421-0682
Scope:
This product evaluation report issued by Do Kim and Associates LLC and Do Kim,P.E.for Elite
Aluminum Corporation is based on Florida Department of Busin ss and Professional Regulation Rule
61 G20-3.005 (2)Method 2(b)of the State of Florida Product Approval. Re-evaluation of this product
shall be required following pertinent Florida Building Code modifications or updates.
Do Kim and Associates,LLC and Do Kim,P.E. do not have nor will acquire financial interest in the
company manufacturing or distributing the product or in any other entity involved in the approval process
of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code, 6'Edition
(FBC)and where pressure and deflection requirements,as determined by Chapter 16 of the Florida
Building Code,do not exceed the design pressures as shown on the approval.
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Do Kim,P.E.
FL#49497
P.O.Box 10039 813.857-9955
Tampa,FL 33679 dk@dokimengineering.net
Sheet 1 of 3
DO Kim & AssociATESy LLC
CONSULTING STRUCTURAL ENGINEERS
Supporting Documents
1. Code Compliance
a. The product assembly described herein has dem nstrated compliance with the Florida
Building Code Oh Edition(FBC), Section 1709.2.
2. Drawings:
a. Drawing No.FL-1001 titled"EPS Foam Core Composite Panels", Sheets 1 and 2
prepared by Do Kim and Associates,LLC.,signed and sealed by Do Kim,P.E.
3. Testing
a. Testing per ASTM E72-05 as performed by Hurricane Engineering&Testing,Inc.
(HETI),and reported in test report numbers HETI-05-1988,HETI-06-2104,HETI-06-
2066,HETI-06-2105,HETI-06-2067,HETI-05 1002,HETI-06-2107,HETI-05-1987,
HETI-06-2069,HETI-06-2070,HETI-06-2071,HETI-05-1994,HETI-05-1991,HETI-
06-2072,HETI-06-2073,HETI-06-2074,HETI 05-1996,HETI-05-1989,HETI-05-1993,
HETI-05-1985,HETI-05-1995,HETI-05-1990,HETI-05-1997,HETI-05-2037,HETI-
05-2029,HETI-05-2039,HETI-05-2030,HETI-05-2041,HETI-05-2048,HETI-05-2036,
HETI-05-2031,HETI-05-2038,HETI-05-2065, IETI-05-2040,HETI-05-2042.
4. Calculations
a. Panel performance engineering analysis for tested loading conditions have been prepared
based on comparative and/or rational analysis,prepared,and submitted by Do Kim,P.E.
5. Other
a. Quality Assurance Agreement verified with Qu lity Auditing-Institute,LTD. (QAI
Laboratories,LTD.)(FBC Organization#QUA7628).
P.O.Box 10039 813.857-9955
Tampa,FL 33679 dk@dokimengineering.net
Sheet 2 of 3
DO KIM & ASSOCIATESr LLC
CONSULTING STRUCTURAL ENGINEERS
Limitations and Condition of Use
1. Code Compliance
a. The product assembly described herein has dem nstrated compliance with the Florida
Building Code 60'Edition(FBC), Section 1709.2.
2. Large and small missile impact resistance has NOT beea tested to or evaluated for in this
approval. In HVHZ,this product shall be used in structures"not to be considered living areas"
per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met.
3. Each product listed above shall be installed in strict compliance with its respective Product
Evaluation Document and site-specific engineering alon with all components noted herein.
4. Use of each product shall be in strict accordance with its Product Approval Evaluation and
Limitations of Use.
5. Composite panels shall be constructed using type 3003-11154 aluminum facings, 1 or 2 PCF
ASTM C-578 Dyplast Products LLC brand EPS foam insulation(NOA No. 16-1129.05)adhere
to aluminum facings with Ashland Chemical 2020D ISd grip.Fabrication to be by Elite panel
products only in accordance with approved fabrication methods.
6. Elite roof panels maintain a UL 1715 (int)class `B' (ext)rating and are NER-501 approved.
7. This specification has been designed and shall be fabricted in accordance with the requirements
of the FBC,composite panels comply with Chapter 7 Se tion 720,Chapter 8 Section 803,Class
A interior finish,and Chapter 26 Section 2603.All local building code amendments shall be
adhered to as required.
8. The designer shall determine by accepted engineering p ctice the allowable loads for site
specific load conditions(including load combinations)u3ing the data from the allowable loads
tables and spans in this approval.
9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ(L/80
for spans< 12'-0"and L/180 for spans> 12'-0").
10. All supporting host structures shall be designed to resist all superimposed loads.
11. All components which are permanently installed shall be protected against corrosion,
contamination,and other such damage.
12. Size and Span Limitations:
a. Composite panels shall be limited to those specific panels listed in the DWG.FL-1001.
b. Panel spans shall not exceed those listed in the tables of DWG.FL-1001.
P.O.Box 10039 813.857-9955
Tampa,FL 33679 dk@dokimengineering.ndt
Sheet 3 of 3
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 DO 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
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE MAX, ALLOWABLE SPAN (FT) CONSULTING
LOAD (PSF)I 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 LOAD (PSF)I L/80 L/120 L/180 L/240 STRUCTURAL
10 1&17 15.76 15A3 I410 t0 17.50 1750 IS.% 15.96 10 19.33 18.95 10.31 17.66 10 20.11 20.03 19.42 18.81 ENGINEERS
20 13.44 1144 Id22 10.35 20 16,64 15.96 1406 12.16 20 tail 17.66 16.36 15A6 20 19.02 I8.81 1758 1&35
30 10.78 10.78 9.41 6.60 30 15.17 14,06 11.21 8.36 30 16.80 16.36 14.41 12,46 30 17.93 1758 15.73 13.89 PO BOX 10039
40 922 922 "a 22 40 1169 1216 036 .56 40 15.49 IS06 12.46 926 40 16.83 16.35 1189 1L43 Temp.,FL 33679
50 817 &17 179 50 leze 1026 5.51 0.76 50 1418 13.76 1051 726 50 15.74 15.12 12.D5 8.97 T.F(013)857-0955
60 7.40 639 0.98 60 10.75 8.36 2.66 60 I2.87 12,16 857 4,67 60 14.64 1189 1021 652
70 6,81 4,51 - - 70 927 &46 - - 70 11-57 1136 6.62 2.07 70 1355 1266 836
80 1 633 264 80 7.80 456 80 IU6- 9.66 4.67 80 12.46 IL43 &52 1b0
_ _ _ _ _ e^1 E41bn g4TWucr
101' AgvreovAl
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 0
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
NET MAX, ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE
LOAD (PSF)I 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 LOAD (PSF)I L/80 L/120 L/180 L/240
10 19.00 19.00 17.17 16.53 10 2050 20.50 20.11 1924 10 2197 21;97 2152 2037 10 24.17 2417 24.17 2417
20 15.01 15.01 15.01 1195 20 19.61 1924 17.49 15.74 20 20.77 20.77 19,86 1&76 20 23.64 23.64 23.41 Eau 0
30 Ia50 1250 1250 13.64
8 30 18.17 17A9 14.87 1224 30 1957 1957 1821 16.55 30 2E57 M57 21.90 21.01
40 10.97 1IL97 10.97 40 1&72 15.74 1224 a74 40 1836 18.36 1655 1434 40 2151 21.51 2039 18.91
50 9.92 9.92 9.44 50 1528 13.99 962 5.25 50 17.16 17.16 14.89 12.13 50 20.45 20.45 18.88 16.80 J
6D 9.13 9.13 7.91 60 I184 1224 7.00 I.79 60 15.96 15.96 1324 9.93 60 1939 19.39 17.37 14.70 r O8.5e 852 558 70 IP-40 10.49 438 - 70 14.75 14.75 IL58 7.72 70 I&33 10,33 1526 1259 w BA2 8.02 164 00 10.95 8.74 1.75 - 80 1355 13.55 9.93 55I 80 1726 17.26 14.35 1a49 Q Z d
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 a.S
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) a°�c6Cl) o z
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) S'LL M-O
`o D
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U o 0 7 a
LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I 080 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 E r m U¢w
10 23.00 21.24 PL47 20.85 10 24A0 24.00 24.00 23.42 10 23.93 23.93 2329 2160 10 24.D0 24.00 24.00 2184 C w
20 IaD6 18.06 18.06 18.06 20 2334 2321 21.82 2022 20 2220 23.20 e3A3 EZ46 20 23.65 n.65 e334 22.84 'E H U 0�
30 15.13 1513 1113 1513 30 224D 21b3 19.42 1722 30 22A7 2a47 e2ae 2L33 30 2a94 22.94 2259 21.83 N j U z F
40 1134 1334 2134 13.34 40 M86 20.05 1 A2 1322 40 21.75 21.75 2133 2020 40 2223 22.23 21.89 20.83 Q O O Q
50 Ia10 12.10 tala 10.91 50 19,62 18.47 14.62 10.62 50 21.02 21.02 20.49 19,07 50 2153 21.53 21.10 19.86 N J O J_
60 11.17 ILl7 1L37 8.13 60 I&38 16.09 3222_ 7.42_ 60 _202'--20.29--19.64__17.94- 60 -2a82--2092--2036-�8.87 --O-V �Q�
70 10.44 10.44 10.30 5.95 70 1714 IUD 9.82 4.22 70 1957 1957 18.79 16.01 70 20.11 2011 19.61 17.87 w rnDO
O_
80 9.85 925 8.43 3.47 t30 15.91 13.72 7A2 1.02 80 18A4 18.84 17.94 15.68 80 19.40 19AO 18.97 16.88 d R`
w O
GENERAL NOTES LL
I. Composite panels shall be constructed usin t e 3003-11154 aluminum facings,I or 2 PCF ASTM C-578 carpenter brand EPS SEAL JOINT WITH
P P g YP rP CONTINUOUS CAULKING
adhere to aluminum facings with Ashland Chemical 20201)ISO grip.Fabrication to be by Elite panel products only in
accordance with approved lubrication methods. O O O O 0 0 0 0 0 0 a DRAWN er: one
2. Elite rool'panels maintain a UL I71 5(int)class'B'(ext)rating and are NER-501 approved. )O O O O 0 O O O O O C W CHECKED BY: C K
3. This specification has bean designed and shall be fabricated in accordance with the requirements of the Florida Building Code ,Q SCALE: AS SHOWN
6"'Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,and 1 A DATE: 2HW12
Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOCKING CROSS SECTION OPTIONAL
gn Y P engineering Practice the allowable loads for sites specific load conditions(including GUTTER OR :O
4, The designer shall determine b accepted s`11 ineerin pe (' g DRIP CAP Y.
load combinations)using the data from the allowable loads tables and spans in this approval. a SLOPE 4'MAX WIDTH INTERLOCKING Q;•��GENSF ';
S. Defection limits and allocable spans have been listed to meet FBC including the HVI4Z.In I IVIIZ,this product shall be used PANEL O/4'/FT MIN SLOPE)
O 080 0;0 O" �= D0 17P.�100.1,PE.�
in structures"not to be considered living areas"per Section 1616 unless impact resistance in accordance to the HVHZ r �ODO�OQO�OD c u EPS CORE ILB OR 2LB Op00000 ' FL/L REG.NUMBER 496W*,.
regUlrcmCnlS are met.
ti O O O O O O as O°O 000 * i ,
6. Safety fnctor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for o
o ALUMINUM BOTTOM 00 ;�. DO KIMSASSOGATES,tI,t�Y
Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. FACINGS 00° „Q�4j6987 :tV
7. 'resting has been conducted in accordance to ASTM E72-05:Strength Test ofPancls for Building Construction. CLEAR SPAN(L)INSIDE TO INSIDE °o O.Fe - PIC�SBBnbX10035'\�`:
8. Reference test reports:I-ILTI-05-1988,HETI-06-2I04,HE'1'1-06-2066,HE'1'1-06-2105,HEl'1-06-2067,HE'I'1-05-1002,H13'I1- o° ��'�g' /0 VN
06-2107,11 ETI-05-1987,IIETI.06-2069,11ETI-06-2070,I I ETI-06-207 1,IIETI-05-1994,IIETI-05-1991,11ETI-06-2072, °o `S/()Np(- C
ENGINEER OF RECORD TO PROVIDE O mo:m,w .�.(nati�rt��or ergmpud.ugoer.
IIETI-06-2073,FiETI-06-2074,IIETI-05-1996,IIETI-05-1989,IIETI-05-1993,IIETI-05-1985,FIETJ-05-1995,HETI-05- FOR ROOF CONNECTIONS 6 ADD THICKNESS llF o° 36'MAX IN FRONT 6 25% rnnsed w mb aqe c sp�.dnwa x
7 7 7 SUPPORTING STRUCTURE DETAIL HY WALL FOR TOTAL °°° OF PANEL WIDTH @SIDES dw.ao���ea�.wn4Yw,�saw
1990,HEl'I-OS-1997,HETI-05-2037,HETI-0S--0-9,HETI-05--039,HETI-05--030,HETI-05--041,HE'1'1-05-_048,HI f1- PgNEL SPAN 0 02 MAX AT SIRES)
THIS OR ANY OTHER ENGINEER. O nonca,e+ asanc
05.7036,HETI-05-2031,HETI-05-2038,HETI-05-2065,HETI-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 PANEU SPAN DESCRIPTION
die strength of the fan beam to exceed shown figures as part of site-s ecitie engineering. SHEET t OF 1