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Home My WebLink About19-21561 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 561 v BUILDING PERMIT PERMIT INFORMATION . LOCATION INFORMATION Permit Number: 21561 Address: 7900 MERCHANTVILLE CIR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CRESTVIEW HILLS Est. Value: Parcel Number: 35-25-21-0120-00000-1360 Improv. Cost: 4,125.00 OWNER INFORMATION Date Issued: 7/25/2019 Name: LAEZZA, EDWARD &WANDA Total Fees: 97.50 Address: 7900 MERCHANTVILLE CIR Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542 Date Paid: 7/25/2019 Phone: (813)782-3513 Work Desc: CONSTRUCT 10 ' X 15' SCRN RM ON EXISTING CONCRETE CONTRACTORS APPLICATION FEES BAHR'S ALUMINUM INC BUILDING FEE 97.50 V Ins ections Required FO T R 2ND ROUGH PLUMB MI INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC, 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (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 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. // cbNTRACYSA SIGNATURE PERMIT OFFI R 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 Building Department Datq Received / �! 3 7 _ 1 Phone Contact for Permitting 1 Owner's Name [EJ1oI4rd 7p & n� /+Z"ZZQ Owner Phone Number Owners Address / /OO" Lf 4 C r'C C Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee gimple Titleholder Address JOB ADDRESS 79a0 Merc�nq ✓i�� Ci(`C�C h C�rl�s FL• �35�io LOT# SUBDIVISION Cr V; 4J A S PARCEL ID# 3 —2S-Z I—Q/2v-QOLY)b—1360 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH e INSTALL " REPAIR PROPOSED USE _ SFR = COMM = OTHER TYPE OF CONSTRUCTION QII LLBLOCK Q FRAME 0 STEEL Q nn DESCRIPTION OF WORK Ivew 'JL�eeA�oM On 9X/S�'jjI ConCrei-e, lc_x"'jl q�t -I., nni BUILDING SIZE X SO FOOTAGE F-1579T HEIGHT $/ 1�j�UILDING $ ,l pv VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ 7 AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. I/PLUMBING $ '* 10( MECHANICAL 11$ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER U " 401n FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO C, J {�. BUILDER / r COMPANY U4��S A l&lm i r)V m .SIGNATURE. 11 REGISTERED / N FEE CURREN N Address 7 1 3!v zC Cwu 1 t - License# t tZO!J7y44 ELECTRICIAN COMPANY SIGNATURE, REGISTERED Y/ N FEE CURREN Y/N Address .License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIII-IIIIIIIIIIIIIIIIL11111111111111111111 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,Storrmwater 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,Stornwater 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 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'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 N=CE OF COMfnENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me this Subscribed and swom to(or ad)before q e this by 7—/1-19 by NIaV%bafCell Who is/are personally known to me or has/have produced o is/arepersonally known to or hasfhave produced as identification. 111111//p,_ as identificati Notary Publir�� • i ary Public • Q� = loy 7 Commission No. :• mission CC Name of Notary typed,printed or stamped % �rirttQd or stamped �99p'�0';�n 1st Ste •• �QQo�� INSTR#201 91 1 71 63 OR BK9937PG1220 Page lofl 07111/2019 04:35 PM Rcpt 2071428 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Bowles,Esq., Pasco County Clerk&Comptroller,ad Interim PSMA NO. Perch io No 36^25"-2 1 0124-0 NOTICE OF COMMENCEMENT Stated rlbedJ4 CoAtyd IA540 T"IU and Inamcidswow0h Chapter 713.Florida SWW. In We Notice of Coffawwwnent 1. omworIorpmeity'Parceisdwm=wnNo. StreelAddrqW- 716b Mr'eA-40+vi*1tc c'm1c, z WA-&-a VL- 33smo 2. OsneraIDftcWonafMwvvvwam Alti.) Scceen Q00.-I LLnA er -Q1.Z J O%MOr Ififomokin or Lessee kdorwmi6on If 010 Lessee cmft&Ad for the Irnprovomem: NO A=-2,kaaAw'1Z-- e,�241e Z-ph"dls r4 Addrm city 0 j Ir"rest in Properly. &),n'rs None of fee Siropie nd0oWer. (if W%mt from OM W hated&how) Addrou C)rf stabs Cmdeclor. Xg�,A 92abxcrn N`-'&b)-7 &4 M161WL/15 FZ Aftess City I corammetTftolonew., Name Address City staft Amount of9opxt$ Togo""Noz Lmdar. Nan" Address city SIVIS Lendees T*Wwm No.: 7. Persona WW*%Vto Slats of FWas desonaloo by v*ow w up" maboss or dt5ar doweaft may be served as orvAded by S*Ckn 713.13(1X*X7),Pdrift SlIvIvIss; Name Addeass alty Sorts TOWwss Number of Deaknowd Poson: d. In"dition to Mmsell.Iha owwoe"i-- of- to receivea copy of the LWi&s Noting as proMad In Socoon 7t3.I3(IXb),FlorMs Smutes. Towwww Number of Pamn or B*y oestwow by Owner. B. EIVW~dM*of Notios of Cornmeftocnord(the ampko)m dsio may not be Wore the comowan of conshwom and Irmo pnymwd to a* c0flb-actor.W wm be one year from Vw date d recording un*u a dft"am is spocoa* WARNING TO OWNER- ANY PAYMENTS MADE BY TME OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIOEREID IMPROPER PAYMENTS UNDER CKAPTER713. PART 11. SECTONT13.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR NPROWMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND PORTED ON THE&W BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR ORAN ATTORNEY ORE COMMENCING WORKOR RECORDING YOUR NOTICE OF COMMENCEMENT. ake or grg �aad ate tomgo�p mornthat gated tftroln we true to the bedm STATE OF FLORIDA Z COUNTY Or PASCO ?07, CILLARA 4f, /VPnbm of OWTW or Loewe,of CoftolVar Las"WYT1119d 3031547 Z The ftropft Irmsbum of 20d by 'a^c/w."J Z-Aezza (type at 4.9.d5w fttdff.own"in IS*)for ST (mom of of ineVvInentwasexamwO PersorasItY Knovo 13 QB Pfudumd Id9"dFAWiw9( Type cf1dotfteftmPmaxed City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ��'"`'" s C �n k vrt f) cl Date Received: S- Site: ?70 Q � c�n'1�f/��l Crc Permit Type: 64, Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment 5ht all be kept with the permit and/or plans. J 1 : 2 9 2019 Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 04hrs Fa3 A m i rr api L o vi Sd,r#,;,-c-+ioxl �t' S -.V is taj 4,i Its Vet' 3„ ep �Oh r `t��.rcc t TD 35-�25-21 -612-o-00000 - 13&,D Proms+� L;nc- zo c.3 � ca �0 5 rein _ pI;O- Ge �IX v 'Block Worm / C T G. 36 Mery a�-v; I ��.1n • A 0 . , - e 0 BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications i Contact Us BCIS Site Map I Links Search blorida Product Approval �Ik iry, f USER:Public User - 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 0 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 Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who 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 C✓J Validation Checklist-Hardcopy Received Certificate of Independence FL7561 R4 COI Cert of Independence.of Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Product Approval Method Method 2 Option B r 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."x1Ib EPS Composite Panel,3"/4"/6"x0.032x11b 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 Cor -Ins all Approved for use outside HVHZ:Yes Instruct.pdf. 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.pdf provided. See installation drawing for nominal allowable design Created by,Independent Third Party: Yes. pressures and spans. Back . f7ert ' Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.go right 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 mall 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 area licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: - ' echeck.� - 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 DO 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 I ALLOWABLE ALLOWABLEI. STRUCTURAL LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/I80 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 15.96 10 1933 18.95 18.31 17.66 10 20.11 20.03 19.42 18.81 20 13.44 13.44 1222 10.35 20 16.64 15.96 14.06 12.16 20 18.11 17.66 16.36 15.06 20 19.02 18.81 1758 16.35 30 10.78 10.78 9AI N6.650 30 15,17 14,16 11.21 136 30 16.80 16.36 14.41 12.46 30 17.93 17.58 15.73 13.89 'PO BOX 10039 40 922 922 6160 40 13.69 12.16 8.36 40 15.49 15.06 12.46 9.86 40 16.63 1635 13.B9 11.43 Tampa,FL 33679 50 8.17 B.17 329 50 12.22 10.26 5.51 50 14.10 13.76 10.51 �67 50 15.74 15.12 12.05 6.97 TPI:(813)sw-m6 60 .40 6.39 0.98 - 60 10.75 8.36 2L6 60 12.87 12.46 857 60 14.64 13.89 10.21 6.52 70 6.81 4.51 - 70 927 6.46 - 70 1157 11.16 6.62 70 13.55 12.66 836 4.11E R- Descrf Don 80 6.33 2.64 a 7.80 4.56 80 1026 926 4. 80 12.46 11.43 6.52 L60ft mn a�Pm PPaooucT 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 � MAX, ALLOWABLE�SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET 0 MAX. ALLOWABLE SPAN CET) NET MAX, ALLOWABLE SPAN (FT) ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE 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 LOAD (PSF)' L/80 L/120 L/I80 L/240 10 19.00 19.00 17.17 16.53 1D 20.50 20.50 20.11 19.24 10 21.97 21.97 21.52 20.97 10 24.17 24.17 24.17 24.17 20 15.01 15.01 I5j01 13.95 20 19.61 19.24 17.49 15.74 20 20.77 20.77 19.86 18.76 20 23.64 23.64 23.41 2311 30 12.50 1Z50 12.50 1138 30 18.17 17.49 14.07 12.24 30 1957 19.57 to.21 16.55 30 22.57 22.57 21.90 21. 40 1037 10.97 10.97 8.80 40 16.72 15.74 1224 8.74 40 18.36 18.36 16-95 14.34 40 2151 21.51 20.39 18.91 50 9.92 9.92 9A4 6.22 50 15.28 13.99 9.6E 525 50 17.16 17.16 14.89 12.13 50 20.45 20.45 18.88 16.80 60 9.13 9.13 751 3b4 60 13.04 12.24 7.00 1.75 60 15.96 15.96 1324 9.93 60 19.39 19.39 17.37 14.70 to 70 852 8.52 558 1.07 70 12A0 10.49 4.38 - 70 14.75 14.75 1158 7.72 70 18.33 18.33 15.86 12.59 L 80 B.02 8.02 3164 - 80 10.95 8.74 1.75 - BO 13.55 13.55 9.93 5.51 80 17.26 1726 14.35 1D.49 Q Z OL 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 o LU U)t- (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) w 2 NET NET NET NET e'tnJ 0-Z O MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE.SPAN (FT) MAX. ALLOWABLE SPAN (FT> MAX. ALLOWABLE SPAN,<FT) o o lL ALLOWABLE ALLOWABLE - ALLOWABLE ALLOWABLE U o p 7 a. LOAD (PSF)' L/80 L/120 L/I80 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 E t m c) W 10 23.00 21.24 21.47 20.85 ID 24.00 24.00 24.00 2342 to 23.93 23.93 23.88 23.60 10 24.00 24.00 24.00 23.64 3 C3 d W 20 18.06 18.06 10B6 10.06 20 23.34 23.21 21.82 21122 20 2320 2320 23.03 22.46 20 23.65 23.65 23.34 22.84 1-U Q 5 30 15.13 15.13 1513 15.13 30 22.10 21.63 19A2 N382 30 22.47 22.47 22.18 2133 30 22.94 22.94 22.59 21.85 N 5 ()?t.., 40 13.34 13.34 1334 13.34 40 20.8E 20.05 17.02 40 21.75 21.75 2133 20.20 40 22.23 2223 21.85 20.85 a O p Q 50 12.10 12.10 1Z10 10.91 50 19.62 10.47 14.62 21.02 21.02 20A9 19.07 Sll 21.53 2153 21.10 19.0E m O :360 11.17 11.17 11.17 BA3 60 18.38 16.89 1222 60 20.29 20.29 19.64 17.94 60 20.62 20.82 20.3E ]8.87 -OV LL Q]OA4 10.44 to= 5.95 70 17.14 15.30 9.82 19.57 19.57 18.79 16,81 70 20.11 20.11 19.61 17.87 W lr) Cn 9.85 9.85 BA3 3.47 B0 co 1511 133E 7.42 � 80 18.84 le.84 17.94 15.68 HO 19A0 19.40 W 0 GENERAL NOTES - LL I. Com osite, anels shall he constructed usin•I 3003-11154 aluminum facings,I or 2 PCF ASTM C-578 carpenter brand EPS SEAL JOINT KITH P P• b YIk b m CONTINUOUS CAULKING adhere to aluminum facings with Ashland Chemical 20201)ISO grip.Fabrication to be by Elite panel products only in __T accordance with approved lubrication methods. wz a x DRAWN er: orK 2. Elite roof panels maintain a UL 1715(hit)class'B'(ext)rating and are,NER-501 approved. 0000 Op070)O O O O O O O O O O C a c CHEO�DBY. DYK 3. This specification has been designed and shall be fabricated in accordance with the requiremenLc of the Florida Building Code SCALE. As SHOM 6"'Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interioi finish,and H A 1NG DATE' MW12 Chapter 26 Section 2603.All local.building code amendments shall be adhered to as required. ]NTERLDCKING CROSS SECTION OPTIONAL `�1 4. The designer shall determine b'�accepted en•incerin•practice the allolPble loads for site specific load'conditions(including GUTTER OR b ) P b 6P P ( R W DRIP CAP load combinations)using the data from the allowable loads tables and spans in this approval. tt SLOPE 4'MAX WIDTH INTERLOCKING j Q:��GE NSF'•"7 5. I)Lllcctbon limitti and allow'ablC Spans have Iicen listed to meet FBC including the IIVIIZ.In I IVIII this product shall be used u PANEL(1/4'/FT MIN SLOPE) (- O O O OHO O" �x y DO'VE'OfYT(1M.P.E.-- it) structures*'not to be considered living nreas'per Section 1616 unless impact resistance in accordance to the IIVI IZ r OOOOOO DO DOO z a EPS CORE 1LB OR 2LB OOOOO DO FlA REG.NUMBER49497' 0 0 0 0 0 0 0 0 0 * , requirement's uie nlet. a o O o 0 0 0 000 000 6, Safety Elctor 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 pM BASSOCIAIES,LLC, Aluminum Structures Pan I and conforms 10 the FBC Chapter 16 and 20. x FACINGS o00 �.- QA,p 36B07 � 0 �'. Poeb>Z't003Tes s: 8. It(.fc onc7. Testing e t been rcports:11HE7'i-UScted in c1988a Hl•.TI 06.2�4,H fl 06?066,FBgth i'1'If 06�Ila�I05,IIfor ETI Building OS-1002,HE'fl- CLEAR SPAN"(U INSIDE TO INSIDE IS o00 O.H. ^�(CS.k"nal��j��: UG-2107;IIl4'f1-05-1987,lIET1.0G-2069,IIE'1-1-06-2070,IIETI-06-2071,IIE'1'1-05-1994,IIE-I'l-05-1991,I IE-I'IA6-2072, 00 SlotikL ENGINEER OF RECORD TO PROVIDE O nniu�,nm "•'6Ant!ry, q�pvL.am m.. IIETI-06-2073,IIETI.06-2074,IIETI.05-1996,IIETI-OS-19R9;IIFTI.05.1993,IIETI.05-1985,IIETI-05-1995,IIETI.05- FOR ROOF CONNECTIONS 6 ADD THICKNESS OF 00 36'MAX IN FRONT 6 25Y xmm m 4.�ws'i�ww.m wrap 1990,HETI-05.1997,HET'1-05.2037,HETI-05-2029,NETT-05-2039,HFTI-05-2030,HF'ri-o5-2wl,HETI-05-2048,HET'I- SUPPORTING STRUCTURE➢ETAIL BY WALL AFOR TO AN O 000 U2PANELATIDTH 2 SIDES 05-2036,I IE'rI.OS-2031;IfF7'I-OS-203R,IIETI-05=_'065,IiEI'I-OS-2040,IIETI-05-2032. THIS OR ANY OTHER ENGINEER. '•� � �m 9. Linear interpolation shall be allowed for figures within the tables shown." Drawing No.-FL-1001 10. Panels with fin beams shall be considered equivalent to similar panels without fan beams. Design professionals play include. EPS ROOF PANEU SPAN DESCRIPTION the strenelh of the fan beam to exceed shown figures as part ol'sitc-stlecific engineering. - SHEET 1 OF 1