The URL can be used to link to this page

Home My WebLink About20-621 D " Cityof Ze h p Y rhills PERM ER"'' 5335 Eighth Street . Zephyrhills, FL 33542 BAR-000621-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 09/09/2020 Permit Type: Add/Alter (Residential) Property Number Street Address 04 26 210030 OODOO 0020 6438 Brentwood Drive • Owner Information Permit Information.` Contractor Information " Name: ROBERT&ANNE BENEDINI Permit Type:Add/Alter(Residential) Contractor: BAHR'S A INUM INC Class of Work:Add/Alter Residential Address: 6438 Brentwood Dr Building Valuation:$3,250.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (352)521-2697 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$3,250.00 1 Total Fees:$84.37 Amount Paid:$84.37 Date Paid:9/9/2020 9:62:21AM Project Description.. CONSTRUCT SCRN RM 12 X 16 ON EXISTING SLAB Application Fees Building Plan Review Fee $28.12 Building Permit Fee $56.25 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 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 Building Department Date Received 8/1 9/2020 813 990 ..7880 Phone Contact for Permlttln Owners Name ANNE BENEDINI Owner Phone Number 352.521.2697 Owners Address 16736 Gall Blvd,Zephyrhills, FL..33542 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6438 BRENTWOOD DRIVE LOT SUBDIVISION SILVER OAKS PARCELID# 04-26-21-0030-OOD00-0020 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT ® SIGN DEMOLISH INSTALL REPAIR PROPOSED USE = SFR COMM ® OTHER lAluminurn TYPE OF CONSTRUCTION = BLOCK FRAME = STEEL = DESCRIPTION OF WORK 12x 16 NEW SCREEN ROOM ON EXISTING CONCRETE SLAB BUILDING SIZE 12x16 SQ FOOTAGE 192 HEIGHT ®BUILDING $3250.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION GAS _ = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER [�,OMPANY I Bahrs Aluminum SIGNATURE ZED I JYJN I FEE CURREA Y N Address 8607 Gall BIVd,Zephyrhills, FL.33541 License# I CRC057444 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y 1 N FEE CURRE1 Y/N Address 1 License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREA I Y/N Address License# IIIIIIIIIIIIIIIIIIIII1111111111111111111111111111111111111111111111 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 requlrements 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 1, 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 COMMENCEMENT. FLORIDA JURAT(F.S '1 7 OWNERORAGENTr)' *03)(U) . , -AlkJ11-: CONTRACTO zi b R Subscribed and sw tobaffirtpd)before this Subi lbod and to or affl )b foe met s mo� 11 ), b P AM 2Y ON Who lq_a onallj known to me or has/have produced Who known In m,or has/have produced as identification, as Identification. -Notary Public Notary Public Commission Commission bx-ONA 'AP-t-A,-7,S Name ol'Not 1yp-0d-pd611,c1_0r�smpcc1 DIONA AA S Notary public,State of Florida DIONA ARFARAS State Florida Commission No.GG2866W Notary Public,State of Florida a Commission Expires 12125022 Commission No.GG2866603 N! Commission Expires 12/25/2022 1 low '4-2t o-Z1-0 0 30-pa'W p-co2t,-)Permit No. Parcel 10 No"'I NOTICE OF COMMENCEMENT State ol, FIQ680, County of co THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following Information Is provided In this Notice of Comm manta 1. Description of Property, Parcel Identification NMTIU-2-1-0056-061)(DO-(no2l Q ?)Y-P!3�Qca 'evo, Street Address: U FL '-335,42- 2. General Description of Improvement.Me\n mem, Q_x'-I n Q' 3. Owner Information pLLpssee Information If the.Lossee contracted for the Improvement: (9(4312;- aL 0 a 41 Address CRY I state Interest In Property; 0 L Name of Fee Simple Titleholder. 4L� 0 I .j ix (It different from Owner] listed above) %--* LU0 r= Address city state 0 6 4. Contractor. (a c'6 CO C. M ab 01&11� 16VA i QVI&4 rh�—" F—Lof U ma — Address city I I state 3 L Contractor's Telephone No.: 15,-T&Z• j C'4 0 4) <"*-O ri 0Z3 5. surety. CW3 to I <]Cr-tr Name L j Address city state C'-4 o to S ra C Amount of Send:S-- Telephone No.: C-SZ; a(11 6. Lender. 0 Name Address city CL Lenders Telephone No.: 7. Persons within the State of Florida designated by the,owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address city state Telephone Number of Designated Person: a. In addition to himself,the owner designates of toreceive a copy of the Ltenoes Notice as provided In Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or FAIlty Designated by Owner. 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one year from the date of recording unless a dtiferent date is spodfied): WARNING TO OWNER- ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE.COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Underpenalty of per UILdeclare that!h foregoingnotics commencement and that the facts stated therein are true to the best I_ a BONA AWARM STAEF CO o NOWY Parr, W Sho of AM We Na 002M Signature of Owner or,Losses,arClwher's or Lessee's OflcerlDirectorlPartner onager Signatorys Trio/office The foregoing instrument was acknowledged before me this ink, day of 2020by _ss. (type of authority.e.g.,officer,trustee,atto. ey In fact)for 0 a rjy on behalf offNhom jostrument was executed). Personally Known El OR Produced!Identificalic, Notary Sign tum vyg--:T� Typo of Identification Produced L Name(PH ) Iwo, -NI�GL-3 wPdBtaroWnoUcewmmenooment_pc053048 q-m; ............................... 6 o o."�o 6 — Nil? lfu It ............ SCIS Home I log In I User Registration j Hot Topics Submit Surcharge ! State&Facts I Publications j contact Us If acts Site Map Links I Search bProduct :. � Approval d [0- r ��"� sex USER:Public User product Agproval Menu>Product or A—Tication search>gonlication Ust>Application Detail (� ;:�}r..�i=�'" FL# FL7561-A4 >; ALL WORK SHALT.COMPLY WITH pREVAILIiVt Application Type Revision Code Version 2017 CODES FLORIDA BUILDING CODE, Application Status Approved NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS Comments ORDINANCES Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway SEP 0 9 Coconut Creek,FL 33073 REVIEW DATE ZQZQ (954)944-3200 ��d.�l�l-I�RI�IL dk@dokimengineering.net �-1 7-1 FLAN EXAMINER 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 Validation Checklist-Hardcopy Received Certificate of Independence FL7561 R4 COI Cert of Indeoendence.pdf 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 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"x21b 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 f om-Install Approved for use outside HVHZ:Yes Instruct.Rdf 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.Ddf provided.See installation drawing for nominal allowable design Created by Independent Third Party: Yes pressures and spans. [tack tdext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cogyricht 7007-2013 State of Florida.::Privagg 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,FS.,please click here. Product Approval Accepts: r.i IaA cSAeak 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 KIM (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)' L/80 L/120 1/180 L/240 LOAD (PSF)I L/80 L/120 L/1811 1/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 1/180 L/240 ENGINEERS t0 36.17 15.76 1`323 1410 10 17.50 1740 16.91 1596 ]0 1933 18.95 0.31 17.66 10 20.11 211.0 19.42 18.01 20 1344 13.44 12.22 1033 20 16.64 13.96 14.06 1216 20 lull 17.66 16.36 1526 20 1922 18.03 17.38 16.37 30 3M78 30.78 9.41 fi.6O 30 U5"171446 31.21 836 30 1620 1136 14.41 12.45 30 37.93 17.50 35.73 13.89 Pa Bolt 10030 40 922 9.22 bb0 2.85 40 168.36 4255 40 17.49 1505 12.46 9106 40 1683 36.35 13.89 01.43Tsmryq H.x3878 817 8.17 3.79 50 65.51 0,7fi 50 14.18 1376 OSl 726 5015.7415.121205 297 T01:(813)05741855 60 7,40 639 0.90 60 6266 60 1287 1246 8.37 4X7 b0 14X4 13.89 1421 53270 681 451 70 6 - 70 1157 IL16 662 73355 11 8.36 4.O6 ,a8O 633 Z64 - - 80 6 - - BO 10.26 9106 4.67 - 00 IWA6 IL43 652 1XO ®urn Em,PICfWCr APsnwAl 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 A (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 (PEP)° 1/80 L/120 L/180 L/240 LOAD (PSF)l C7 :/i20 L/180 L/240 LOAD <PSF)1 L/80 L/120 L/180 L/240 LOAD (PSI')' L/80 L/120 L/180 L/240 to 19.00 1920 37.17 1653 ]D wsi 20.50 Eau 1924 10 21.97 2197 2052 20.97 10 10417 2417 24.37 2417 20 35.01 3581 1521 13.95 20 19.61 1924 17,19 )5.74 20 2477 2477 986 1276 20 23X4 23X4 2341 237 L 30 1230 1250 1240 I-ii " 30 IB.i71 1729 14.87 1224 30 1957 1957 1821 1619 30 2257 2257 2190 2,01 40 0.97 10.97 D).97 8.80 40 1672 15.74 12.24 8.74 40 1636 1236 1655 14.34 40 55F 18.91 50 9.92 9.92 914 6.22 30 13.108 13.99 9.62 525 30 17.16 1716 1489 1213 30 2025 20.43 IBBB 1680 913 913 751 1 3.64 60 1384 1224 720 175 60 15.96 15.96 1324 9.93 60 1939 1%39 1737 1470 CA In O 70 852 U52 558 107 70 32.40 10.49 4.38 - 70 14.75 14.75 3150 7.72 70 1833 3233 3326 12.39 111 cr _ 0 8.02 022 3.64 - 80 3493 8.74 175 55- 80 13 1355 933 5.51 82 1726 17.26 14.35 10.49 0 Z Q Z p, 6' x 0.024 x I - LB EPS--PANELS 6' x 0.032-x 1 - LB EPS PANELS 6' x 0.024 x 2 - LB EPS PANELS 6' x 0.03D x 2 - LB EPS PANELS o N 10 (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) o a rn NET MAX. ALLOWABLE SPAN (FT> NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) 0 9LL a M ce ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE 0 0 0 D fa,, LOAD CPSF>1 Ll80 L/120 L/180 1/240 LOAD (PSF)3 L/80 I L/120 L/180 L/240 LOAD (PSF)1 L/80 1/120 111811 1/240 LOAD (PSF)1 L/80 L/120 LARD'I L/240 E,m U W 10 2350 2124 2147 2083 10 24,07 1 24.00 24.0 2342 10 23.93 23.93 2388 2350 10 8420 84.W 24.00 1 2384 C >D 2 W Cl 20 18.06 11326 1206 1826 20 W.4 �.. f1 21.82 2422 20 2320 23211 2303 22.46 29 23X3 23.X7 23341 2284 E₹- 30 15.13 "1935" 1513 1513 30 19.42 N70?2 30 22.47 22.47 2218 NLn 30 22.94 22.94 2139 2185 5 CS U Z IW- 40 1334 1334 19.34 1334 40 1712 40 2175 2173 2133 40 2223 8223 2185 208350 1110 iE10 1240 149334.62 50 2322 21.02 0.49 50 EL53 2153 2L 1986 b Q60 1117 1117 ll.37 243 60 9 3222 60 2029 2429 19X+1 60 900 20.82 Ea36 18.87 W CW07O 10.44 10.44 1O.3D 595 70 0 9.02 19 70 57 1957 1279 70 2411 20.11 19.61 17.8CO 80 985 985 BA3 3.47 2 7.42 80 1884 1204 17.94 80 19.40 19.40 1887 16.88 W O GENERAL NOTES SEAL JOINT WITH I. Composite panels shall be cromtructed using t)'pe 30034₹154 aluminum facings,I or 2 PCF ASTM C-578 carpenter brand EPS CONTINUOUS CAULKING adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabr₹cation to be by Elite panel products only in 3 p p p p pjp p —j' accordance with approved fabrication methods, w r 09925 B7: 0r( 2. Elite roof panels maintain a UL 1715(int)class'B'(ext)rating and are NER-501 approved. O O O O O O O O O n ¢W 0 90C2009Y- 0n( 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code )O a a O O a O a a O C A.n tx7ve 286//7614 6u'Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,and P4(145O DATE men° Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. n+TQa onnNc CROSS 5L 1.1109 OPTIONAL lysii�1111+, 4. The designer shall detenu rte by acca ted engineeringpractice the allowable loads for sites chic load conditions(including GUTTER OR p Pe DROP CAP 4'MAX J lead combinations}using the data from the allowable loads tables and spans in this approval. SLOPE OTTt f MIN S('KING Qr4�CENgF PANEL(L4'/FT MIN SLUE) 5. Deflection limits and allowable spans have been listed to toed FBC including the II VIII.In IIVIIZ,Vf IZ,this product shall ho used Od176'WRIM,P in structures^not to be considered living auras"per Section 1616 unless impact resistance in accordance to the II VI IS 0000o0Q000p u EPS CORE ILe OR 2LB GQ0000 FtAtEG,NU,IBFR 0 0 0 0 a o 4r4 OOQ 'O° 0 0 requirements are met. " 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the 0Widefines for y 00 3 1vA8Asao ATm•-tt ALUMINUM BOrTOM 0 ^� ~. d Almninum Structures Part I anti eonlbrms to the FBC Chapter 16 and 20. E I FACINGS o0 ✓ 74/ 7. 'testing Ins been conducted in accordance in A51'M E72-05:Strength'lest of Panels for Building Construction. L SPAN(L)INSIDE TO INSIDE 000 •»—OM.—� 'a�' `•.,t ��`�" B. Reference test reports:HETI-05-1988-E1ETI-06-2104,tiE'i't-06-2066,HL I'1-06.2105.81077.06-2067.HL•'TI-05-₹(872,HETI- Oa21 `sSp••" �s�` 06-2107,11011-05-1987,tIETl-06.2069,11011-06-2070.11(11-06-2071,HETI-05-1(X94,llETt-05-1991,ItETt-06-2072, IENGINEER or RECORD TO PROVIDE o HETI-0[,-2073.HETI.OG-2073,111071-05-1996,HETI-05.1989,11(11.05-1993,I IETI-05-1985,11011-55-1(95,HETI.05- P22 marCONNECTION6 s 400 7HIIX 36'NESS OF o0 MAX IN FROM 6 030 FO �o-.ao-rw.e.4w.a 1990-HFi'1'I.OS-1997,111(11-05.2037.HETI-05-20'_9,HG'1'1-OS-?039,HETI-OS-2(130,IiGI'i-(35-2W I,HETI-05-?046,HETI r38$OR NIT I1TNER ENGINEER.UDo URC DETAIL B7 VPLL R TOTAL PANEL SPAN. p0Oa OF PANEL WIDTH 8 SIXES a(12'MAX AT SI➢ES) x.>wa ,� °•..r.w'• ' 05-2036,l ll'₹1.05-2031,HETI-05-2036.HETI-05-2065,l lll't-05-2040.ItETl-054042. 9. Linear interpolation shall be allowed for figures within the tables shown. Drawing No.-FL-1001 10. Panels with Can beats 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 on exceed shcnvn figures a.9 part of site-s •chic enginccrine. SFIEET I OF y � ry � Z n1 � O stn C� 2a = 7P1 �j " / (I) v' O v w O-, o < cn O p O I �► r n � • O\vp � a� 0� o vfZ �l , I O �� ZO � Za� Z �r zk' ncxnk 'rb „ 0 �� ro -,�- y cns Z Ocn � � 1� oo ni _Q -, 00 0 0 � cCj -e '�i = c" 000ri Vba 0 °\ ~� � cang '0 cn � og w � oN � ® ern = \ nC (n Q . O o (no O o c o D � n � n � n � � n n n� r ZZ ro tn "y10 n � nc? ag , a� ( O O m 0 a0 O r x -e ^1QD -0 -ar ZaanO rD �� 2 0 � c go *pskc� ° ten f C) o Z � -' LO nor r aII cnrna ₹� c,, ( cC7 m N l.-'• 1 O � o � � o =q C� ap XV O n C > 23 0 tit O0 o a z o C) Q C-) rior ` P oo arc ^ c� Z �" mgr O �,® �Zs `� '°' fr P' p %k 11 O n r rb r \ �� o� z. m �a00 0 0 ' z (n O b Q 2 m' nl ro \ o x ti \��o o� a rZb �� '� 0 "� "O (� r` O r c-: r O r ro p n � ₹ a Q Na ro "� c� C C � O Oem _l nl r z , x rocs r*t a ® coal k �. \\ N - '�v \ ' r �iO �Zb� �C � %0 • gZ�r'1 I � C � Zyc�Op� C,24n =D r�ny cn O .00h �2 oO n O� \nt b O =0 n7 br Q aga U n a l J �1 c+ cr Zc p ii 0 c„ � aoQ p Cba G7 a If/ O r C z Qb O z a b O ® OO mac) C on 'ri O RICA pv R1rG y � ro\ z9 rC a nz G�z o U) � r'1O pNa� a' o p ^1p0 N e . P1 n C7Q N fTl O oommL Cn cD r\I C7 • II X x Zpym � OO1 zLnrZU) KC7 It 05 � -* r ��1d/V1 �� N� (H)<< bZ C) oomJ � �' p o o^ ate 2. C- - Bd1S 0N00 .ISIX� ONIISIX� ( dLI) o 3Y CD o v'0Z > II ° 0 ,, a 11111111 liii /� �� rZOO ON0 r- M cV / O o m C/) I CD 0 X J � o f(nT1� 3 - N0 cn J -. CIS O rn 1 U) z I o r� o —< F0 —H U) _ (./) A _ N ^ N N 0 N N x- xv xv x Z - Zxv xv t- n Cn O n O 0 -0 � 0 -0U n n 6r—7"± v / 9 37 C/ / z c 1 F- F- {.� y -0" sy 6' - 0" 0 -/ < C �/ C lJ x� 6'-4"± > > Csl 2 4" 12" O.H. x ' 11 CJ w 0 x r. ti — (— I x v . -< -H � I � 0 0 Imo n - � O I sc� o `;' N I P1 ° z o r— o I �Fti � � o `� I � o 0 n . c� c� v I o I n z I< co I. \ n N z nOC7N I F rq 0 _______j ' x a z co Z ; _ -_� SCREEN EXISTING 12" O.H. \ \ \ \ t nIOn�Is ISOH \ii�jniomjis ISOH 'O018 ONIISIX� \ OO18 ONIISIXI \ \ xv� � -H x v 0 C -0 - • IL n x F o fl U) ILDn '—� fl U) 0 z En O Cn I z C) 14' -0" HI 0P > 0 �;o �C7 � z0 � 0 III � 1 I ;;oo -o - � 0 ! I I � - c) z O zo � o C� I ® moo '� NZ xm III n n > zc0 � � � 0 D ≤ o III -j o z o �- x 00 DmN < o ° � m III 0 n I E v Cn � ;` (D Zm � mm �7 60 > > ≤ o III �^ z m a - o -Tiz 0 wpm Z � \ I ! 0Zra o z � m � II J F l I 0 > 0 � C� �J � 0 m OX N Ic/) CID > m O M X �, 0 :7 0 0 EXISTING 12" z 0 z C/) � M > z i� nIOn�Is ISOH I >iO0�8 ONIISIXI \ \ U) r-- o mwUW0 o J O O - m - � U) o � o m > o z � L0 m z � <