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Home My WebLink About20-578 City of Zephyrhilis l�,I fl 9,W-MB.9 R,!PWRAIUNTI 5335 Eighth Street Zephyrhills, FL 33542 BAR-000678-2020 Phone: (813)780-0020 Issue Date: 09/17/2020 K Fax: (813)780-0021 Permit Type: Add/Alter (Residential) �4, Prbpeft`N e , 04 26 21 0110 00900 0050 1 6365 Cobble Bliss St P erm imation ��97,110WIT044ri Name: ALEXANDRA PRADO Permit Type:Add/Alter(Residential) Contractor: ROLLSHIELD LLC Class of Work:Add/Alter Residential Address: 6365 Cobble Bliss St Building Valuation:$10,800.00 ZEPHYRHILLS,FL 33541 Electrical Valuation:$750.00 Phone: (813)750-2048 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 n/ ��// J// Total Valuation:$11,550.00 0/ Total Fees:$208.50 4( ) Amount Paid:$208.50 Date Paid:9/17/2020 10:45:24AM I t-- 4— c P p lon,;,, 4,4 1 OWN P I SUNROOM WELECTRIC 00 anon Fees MM, 0 .,Nn, Electrical W'N EWz a*M Permit Fee $45.00 Building Plan Review Fee $47.00 Building Permit Fee $94.00 Electrical Plan Review Fee $22.50 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. CONTRACTOR SIGNATURE PE IT OFFICE0 PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER /4 - 8t-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 2'-lr l Phone.Contact for Permitting Owner's Name e d p- -Pro- d (� Owner Phone Number L 3 - -1 SD Owner's Address tas, Cob i,4C S Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS t- I S S S • LOT# SUBDIVISION Sr wt --R PARCEL ID# dy- 2lo--2-1 - O(QD- QQ O D" SC (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH E INSTALL REPAIR PROPOSED USE �� SFR COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK 5+CL t k aL C O 5 Ub vi, I t3JIn de i BUILDING SIZE SQ FOOTAGE HEIGHT UILDING VALUATION OF TOTAL CONSTRUCTION EO-ELECTRICAL $ AMP SERVICE PROGRESS ENERGY = W.R.E.C. �7 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA OYES NO I If \/ BUILDER COMPANY d 51�- SIGNATURE REGISTERED Y/N FEE CURREN Address I T1 Vuo e,(,C0-rVJ&+e-r 337(oS License# E- l�5l3oa�f ELECTRICIAN , COMPANY 2 a-r-e- SIGNATURE REGISTERED Y/N FEE CURREN Y/ Address License PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N . Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address I License#, at-s1ttLI[1t.il1ttf Its 11fIftl.if91C1Q!a Itt watts Est atatl9If111I1tt1Est<n1[sII Est fix■.1-TV1l.11.1E9st 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 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 projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 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 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 W"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.1 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 ATTQRNEY 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 Subcrib d ands to ffirned)b fore th's by y DD Who is/are personally known to me or has/have produced W o is/are rsonally known tom or has/have produced as identification. as identification. Notary Public V. '�,Oltor Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped AMANDA Notary Public,State of Florida My Comm.Expires Dec.01,2020 No.GG 52057 INSTR#2020077088 OR 13K 10101 PG 1742 Page 1 of 1 05/13/2020 01:45 PM Rcpt:2161506 Rec:10.00 IDS:0.00 IT:0.00 ` Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller NOTICE OF COMMENCEMENT Permit No. Property Identification No,04- Z(o-21- OI t0---DD-q pp -00S-D THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in the NOTICE OF COMMENCEMENT. 1. Description of property sle al description:)si V?X R da a i�C.1/1�5 t Vt.S►D✓l RU Se -51 Qd-1 8�(�pr33 a) 'Street Address: lOA5 Coale g,trc Zm IL S El_ i-J> '�tnr� �I �S 2. General description of improvements XjJr4-a11 sutesaj laaam _ 3. Owner Information 41 � ' � II 55 ri ��t«r FL a Name and address: eX DM �MOe ��eS C Irfu �i1� Zg b) Name and address of fee simple titleholder(if'otfier than owner)- - -' c) Interest in property 4. Contractor Information 1 ` a) Name and address- ��ltl+ CLP LLC. D4. C•`Ww4tlfe- 17-765� b) Telephone No.: '7a"t !Jai 7 6 � Fax No.(Opt.) 5. Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No.(Opt.) 6. Lender a) Name and address: 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be"served; a) Name and address: b) Telephone No.: Fax No.(Opt.) 8. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: a) Name and address: b) Telephone No.: Fax No.(Opt.) 9. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICtOF. COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13, FLORIDA STATUTES AND CAN RESULT 1N'YOUR-PAYING"TWICE-FOR 1PROVEMENTS TO-YOUR"PROPERTY:A -' NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU NOTICE OF COMM E MENT. STATE OF FLORIDA COUNTY OF PASCO Signature OF Owner or Ownerdp'x��Authorized OfficedD'rector;Partnerii;12 uger ' Print Name The foregoing instrument was acknowledged before me this day of Atflrg j" 20 !by Qft" Qw� - as AAgW FAbk&m (type of authority,e.g.officer,trustee,atiomey in fact)for (name of parry on behalf of whom instru n m s executed). Personally Known X OR Produced Identification_ Notary Signature Type ol'Identification Produced L. Name(print) a6RD Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I have read the foregoing and that the fact.,-stated in it ore true io die best of my knowledge and belief. ruxnrvtirw•,,.azw - Sipu�we ul Nanu�l Pay S,pmip A ChId Hurd .� ac3 rarsrez. . . — i r JU� S';<'�'�'E O�'I~Ii.oR1�9A+,C"g64tV��'QE!'A�,� o THIS IS TO CORRECT COPY OF CaRTjFY THAT THE FOREGOING EDOCUMENT ,l , TRUE.ANC. THIS J A ON FILE `K OF Ai�D AND OF RDAL SEAL OFFICE � �„ 1N1Tf�lESS M2 � DAY OF_ c K gc CONIPTROLL ' 1 NIKKi F;LVAREZ-'OINLES, Dl 1 DEPUTYBY— {t � ORI� 1 i City of Zeph is BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: ( 1 1 7/9 i° Site: Permit Type: ;Ell S j l��►t� v�- i t' �y}�Y"��w� (,J i `� G l `r s Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) AS BUILT SURVEY (FINAL) SEC. 04 , TWP. 26 S, RNG. 21 E. LOT 5, BLOCK 9 BEARING BASIS: SILVERADO RANCH SUBDIVISION PHASE 5A WEST BOUNDARY OF SUBJECT PLAT BEING N 3642'29" E PASCO COUNTY, FLORIDA. T� THIS SURVEY IS SUBJECT TO ANY FACTS THAT NMAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. ALSO SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS.OF RECORD. PREPARED FOR AND CERTIFIED TO: o CALATLANTIC TITLE INC. UNDERGROUND FOOTER, STEM WALL, AND II UNDERGROUND UTILITIES ARE NOT LOCATED OR NORTH AMERICAN TITLE INSURANCE COMPANY SHOWN. EAGLE HOME MORTGAGE,LLC DO NOT SCALE THIS PRINT. DIMENSIONS AND ALEXANDRA WADIA PRADO Q NOTES TAKE PREFERENCE. U PURPOSE OF SURVEY:TO OBTAIN HORIZONTAL AND/OR VERTICAL DIMENSIONAL DATA TO SHOW CONSTRUCTION IMPROVEMENTS. TRACT H PRM(P) • = 10' UTILITY EASEMENT DRAINAGE AREA (T SILVERADO RANCH PHASES 2, 3 &4 (PLAT BOOK 73, PAGE 59) 9 J ,p LOT 18 5`�`• O BLOCK 1 SILVERADO RANCH PHASES 2, 3& 4I �p�`��1 (PLAT BOOK 73, PAGE 59) LOT 6 BLOCK 9 -b ti LOT 17 BLOCK 1 ,°Qw SILVERADO RANCH PHASES 2, 3& 4 h°'h�� 6 j (PLAT BOOK 73, PAGE 59) r s• �` }o`y 1 A. "s �S�jpO�Cr0G f tot.o tK OA r, o .1 °' PLAT 7 BOUNDARYri ,`3i� `�� o 'Op, / O), GNLOT 4 P 1 0 " •O G GJ�O� TREE LEGEND: -took_ ,• ;ti9 Goy 2" OAK ?o i 5" CABBAGE PALM 2" HOLLY / Q` L m QG o' G LEGEND: 0 CURVE DATA(P&M) E-00.0' = EXISTING GRADE CURVE I RADIUS 1 ARC 1 CHORD BEARING DELTA LOWEST FLOOR ELEVATIONS: C13 220.00' 3.64 3.64 S 37'10'53" W 00'56 52 ct 6 220.00 59.46' 59.26' S 45 23.54" w 1 15'29'1 t LIVING AREA: 101.80' GARAGE 101.32' DESCRIPTION: ELEVATIONSEREFERENCED TO x-L-OT 5;BLOCK- 9;MIAP-OR--PLr",-T-ENTITLED -'_'SILVERADO RANCH NORTH AMER!CAN-VERTICAL m SUBDIVISION PHASE 5A", AS RECORDED IN PLAT BOOK 078, PAGES 033 DATUM OF 1988. MEAN SEA THROUGH 037, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT. a Z APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101C 0452 F EFFECTIVE DATE: 9/26/14 Square Feet: BB74.67 f LENNAR HOMES 0 Q LEGEND: (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, @= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S= CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT, F/C= FENCE CORNER, FCM= FOUND -CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED N PIPE, LFE- LOWEST FLOOR ELEVATION, MAS.- MASONRY, OR- OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP- PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK, a U P= UTILITY POLE W F= WOOD FENCE _ Drawn By. I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY JOHN R.BEACH&ASSOCIATES,INC. SMS RESPONSIBLE CHARGE AND MEETS THE APPLICABLE STANDARDS SURVEYORS AND MAPPERS Checked By. OF PRACTICE FOR SURVEYS AS SET FORTH BY THE FLORIDA BOARD 911 WEST ST. PETERSBURG DRIVE JRB OF LAND SURVEYORS IN CHAPTER 5J-17.051 THROUGH 5J-17.053, o ONE OLDSMAR, FLORIDA 34677 FLO A AD TRATIVE C DE, PURSUANT TO SECTION 472.027 WAY Scale: (813) 854-1276 FAX (813) 855-8370 1"=30' FLO TE ST 60 ` i NOT VALID WITHOUT ORIGINAL SIGNATURE Date: o AND THE RAISED SEAL OF A FLORIDA FINAL 10/7/19 DJB AT DATE :S LICENSED SURVEYOR AND MAPPER JOHN R. BE Revlslons: FORM BOARD TIE IN 6/27/19 JMM, FOUNDATION TIE IN 7/22/19 JMM FLORIDA REG. NO SURVEYOR No. 2984 LB 4493 LL CQ JEFF M. HAR r PROFE SURVEYOR & MAPPER No.7123 Business e e . ° •g o BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications Contact Us E a Product Approval a USER: Public User dbpr 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 U 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@elitealuminum.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technoloc Compliance Method Evaluation Report from a Florida Registered Archii Professional Engineer O 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 M Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R4 COI Cert of Independence.pdf Referenced Standard and Year (of Standard) r Equivalence of Product Standards , Certified By Sections from the Code 1709.2 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 Panels 3"/4"/6"x0.024"x1lb EPS Composite P; EPS Composite Panel, 3"/4"/6"x0.024' 3"/4"/6"x0.030"x2lb EPS Composite P; Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R4 II 2017 FBC-Elite Alumin Approved for use outside HVHZ: Yes Verified By: Do Kim, P.E. PE 49497 Impact Resistant: No Created by Independent Third Party: Design Pressure: +80/-80 Evaluation Reports Other: In HVHZ, not to be used in structures considered living FL7561 R4 AE FL 7561 Evaluation R areas per FBC Section 1616 unless impact protection is provided. Created by Independent Third Party: See installation drawing for nominal allowable design pressures and spans. Back FNe.jt 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 St Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pub electronic mail to this.entity. Instead, contact the office by phone or by traditional mail.If you have any questions, please cor Section 455.275(1), Florida Statutes,effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the I if they have one.The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address, please provide the Department with an email address which can be made available to the pL licensee under Chapter 455, F S., please click here . Product Approval Accepts: ® - FIN eCtsck 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 O KI M (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) a 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) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 ENGINEERS 10 16.17 15.76 15.03 14.10 10 1750 17.50 16.91 1536 10 1933 1835 1831 17.66 10 2011 20.03 19.42 18.81 20 13.44 13.44 1222 1035 20 16.64 15.96 14.06 1216 20 1&11 17.66 1636 15.06 20 19.02 18.81 17.58 1635 30 10.78 10.78 9141 6.60 30 15.17 14.06 11.21 8.36 30 16.80 16.36 14.41 12.46 30 17.93 17.58 15.73 13.89 p080%10039 40 922 922 6.60 2.85 40 13.69 2-16 836 4.56 40 15.49 15.06 12.46 9.86 40 16.83 16.35 13.89 N4.06 PO BOX 10039g 50 e.17 8.17 3.79 - 50 1222 1026 55l 0.76 50 1418 13.76 I0.51 726 50 15.74 1532 12.05 Tel:(813)857-9955 60 7.40 639 M98 60 10.75 836 2±6 60 12.87 12.46 8.57 4.67 60 14.64 13.89 1021 70 6.81 4,51 - - 70 927 6A6 - - 70 11.57 1116 6,62 2.07 70 13.55 12.66 8.36 R-Ma1 Descip0an 80 6.33 2.64 - 80 7.80 4.56 - - BO 10.26 9.86 4.67 80 IZ46 11.43 6S2 - �AtT Emma R30DlICT 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 APPROVAL (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 Q LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 I L/180 L/240 10 19.00 19.00 1717 1653 10 20.50 20.50 20.f3 1924 10 2197 21.97 2152 20.97 IO 2417 2417 21.17 24.17 20 15.01 15,01 15.01 13.95 20 19.61 19.24 17.49 I5.74 20 20.77 20.77 19.86 18.76 20 23.61 2364 2a41 2311 3D 12.50 1250 I-am 1138 30 18.17 17.49 14.87 1224 30 1957 1957 1821 16.55 30 22.57 2257 21.90 21.01 40 10.97 10.97 10.97 8.80 40 16.72 15.74 12.24 8.74 40 1836 1836 1655 14.34 40 21.51 21.51 20.39 1& 50 9.92 9.92 9,44 6.22 50 1528 13.99 9.62 5.25 50 1716 17.16 1429 12.13 50 20A5 RA45 Was 1620 60 9.I3 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 1737 14.70 N > 70 1 52 852 558 L07 70 12A0 10.49 438 - 70 14.75 1435 1158 7J2 70 18.33 18.33 15.86 1259 -1 0 LU cc 80 1 8.02 8.02 3.64 - 80 10.95 9.74 1.75 - 80 13.55 13.55 1.- S.SI 80 17.26 17.26 14.35 10.49 in Z d 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 o in°dF (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) L°at,7 05 2 5 NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET EL a)-16.Z❑O MAX. ALLOWABLE SPAN (FT) 0 0 tr_ ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE ()o 0 j a LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 I L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 E t (D () w 10 23.00 2124 21A7 20.85 10 2440 24.00 1 24.00 23.42 10 2353 23.93 23.88 23.60 10 24.00 24.00 2440 23.84 (1 N Lu?O 20 18.06 18.06 18.06 18.06 20 23.34 23.21 21.82 2022 20 2320 23.20 23.03 22 23.46 20 23.65 .65 2334 22.84 'E F() 0 30 1543 15.13 15.13 15.13 3D 22.10 21.63 19.42 17.02 30 22.47 22.47 me 21.33 30 22.94 22.94 2259 2L85 N j ()9 40 13.34 1334 1334 1334 4D 20.86 20.05 17.02 13.82 40 21,75 21.75 2133 20.20 40 22.23 2223 21.85 20.83 a p 0 .fit Q 60 11.17 11.17 1117 8.43 60 1838 16.89 12.22 7.42 60 2029 2029 19.64 17.94 60 20.82 20.02 2036 1827 J O 0 Q 70 ]OA4 10.44 1030 5.95 70 17.14 15.30 9.82 4.22 70 19.57 1957 18.79 1&81 70 2011 2011 19,61 1727 111 to� N ❑ 80 9.05 9.85 &43 3.47 80 15.91 13.72 7.42 1.02 8D 1824 18.94 17.94 15.68 80 19.40 19.40 18.87 16.88 co W 0 GENERAL NOTES -I 1. Composite panels shall be constructed using t 3003-H154 aluminum facia I or 2 PCF ASTM C-578 carpenter SEAL JOINT WITH p p g type lacings, reenter brand EPS CONTINUOUS CAULKING adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in (-f accordance with approved fabrication methods. O O 00, OT", 00000 z d DRavm av: Dm2. Elite roofpanels maintain a UL 1715(int)class'B'(ext)rating and are NER-501 approved. )OOOO O O O O C a o DRAW B. DYK 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code scALE ASS HOWN G'h Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,and BGTTGM FACINGS DATE 2JIW12 Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOEKING CROSS SECTION OPTIONAL i� ••� 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including GUT ECRAP R load combinations)using the data from the allowable loads tables and spans in this approval. SLOPE 4'MAX WIDTH INTERLOCKING DRI 5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ.In HVHZ,this product shall be used PANEL(1/4'/FT MIN SLOPE) 0 0 0 0 0 0" J 3 00�Ek3t3kM,p:E:; Y in structures"not to be considered living areas"per Section 1616 unless impact resistance in accordance to the HVHZ F 00000000000 �w EPS CORE ILB OR 2LB 0000000 �* FLA.REG.NUMBER i�4Q7� requirements are met. H o 0 0 0 0 a o 0200020 0 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for 3 _ ASSOCIATES,EIp� 1/ 0 DOKna'l1 .Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20. ALUMINUM BOTTOM 0 0 II FACINGS o00617 :tv 7. Testing has been conducted in accordance to ASTM E72-05:Strength Test of Panels for Building Construction. F�CLEAR SPAN(U INSIDE TO INSIDE 0O 8. Reference test reports:HETI.05-I988,IIET1-06-2104,HETI-06-2066,HETI-06-2105,HETI-06-2067,HETI-05-1002,HETI- oo �� SS'•••. F�� 06-2I07,IIETI.05-1987,IIETI.06-2069,HETI-06-2070,1iETI-06-2071,1IE•rI-05-1994,HETI-05-199I,HETI46-2072, oo ENGINEER OF RECORD TO PROVIDE O rwA•„n.• ,7•lvwF (pwLeeroer. I IETI-06-2073,[IETI-06-2074,I1ET1-05-1996,(IETI-05-1969,HETI-OS-1993,11ET1-OS-1985,HETI-OS-1995,HETI-0S- FOR ROOF CONNECTIONS 6 ADD THICKNESS OF 00 36'MAX IN FRONT 6 25% a.aved,m mow,q v,..,a 1990,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 WALL FOR TOTAL 000(1 PANEL WIDTH 8 SIDES • ,iK •be•a4�oe THIS OR ANY OTHER ENGINEER. PANEL SPANS p0 (1 PANEL MAX AT SIDES) 05-2036,HETI-05-2031,HETI-05-2038,HETI-05-2065,HETI-05-2040,HETI'-OS-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 the strength of the fan beam to exceed shown figures as part ofsitc-specific engineering. SHEET t OF t