The URL can be used to link to this page

105 Pamala Ct 17-429; PATIO COVERYk CITY OF SANFORD BUILDING & FIRE PREVENTION FEB 14 2017 k6 PERMIT APPLICATION b:_ Application No: ' 9 Documented Construction o Value: $9• Job Address: a G' 'Historic District: Yes No Residential VCommercial Type of Work: New RrAddition AlterationEl Repair Demo Change of Use Move Description of Work: i2ec -t q /mak//' /--a Plan Review Contact Person: Exo4zTitle: 6-k "02 -ME, Phone: 01'4L9-Gk 60 0 Fax:W-.2 /2.21 Parcel ID: IK) -1`1- w ) /oL.- LAX )( )— Property Owner Information Name /G ilJ.ylooC Phone: Street: Resident of property?: i e— ew//f City, State Zip: SC L0F l j Contractor Information Name(4.1 op Phone: Phone: y49''gG1'0000 Street: S` Gw N %wG •y- Fax: JW! '- &6,2 -,/ 2 A f City, State Zip: '4 y State License No.: SCG I _f// (49s_?n Architect/Engineer Information Nffi, ame: Street: qqbl City, St, Zip: bc- a EL Bonding Company: Address: Phone: Ci (Y) — p ) 34" 1 `1 C Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. i understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, J furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t" Edition (2014) Florida Building Code \ 7 Revised: June 30, 2015 Permit Application NOTICE: In addition Wthe 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I cel be done in compliance wi all Signature of that all of the foregoing information is accurate and that all work will livable laws regulating construction and zoning. S—ignature of Notary -State of Florida Date of Florida Allen nNotaryResi Fa R My Co963351 Expire Owne t Produced ID Type of ID to * or U Ire,use eq)3 17) Sfgri-af—ure of Contractor/Agent Dat Print C ntractor/Agent' Name ST' 3 17 gnature of Notary -State of Florida ate 0-'"Y`'L SAMANTHA ERNST MY COMMISSION #FF119964 d!. EXPIRES May 6, 2018 407) 398-0153 Florida 2 taryService.comConracorAgentisPersonally =own to Me or Produced ID Type of .ID BELOW IS FOR OFFICE USE ONLY Permits Required: Buildings Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: —.,F Z,-1- t-? COMMENTS: Ok J3 o&hal1 (5,XW G(Jmbhum iYlcUtct.J 1roo-4 Revised: June 30, 2015 Permit Application SCPA Parcel View: 33-19-30-512-0000-0260 IAA\ i... SF.'eo+gtYi 90Lkm.. Ks.Crr aa+e Parcel Information Page 1 of 2 Property Record Card Parcel: 33-19-30-512-0000-0260 Owner: WILLCOX E DIANE Property Address: 105 PAMALA CT SANFORD, FL 32771 Parcel ' 33-19-30-512-0000-0260 i Owner, WILLCOX E DIANE Property Address 105 PAMALA CT SANFORD, FL 32771 Mailing 1418 N ORANGE AVE SANFORD, FL 32771- ! r .-_ —_ n_._ _ _. i Subdivision Name 1 PAMALA OAKS Tax District : S1 SANFORD F . DOR Use Code 01 SINGLE FAMILY Exemptions 1 Legal Description 2017 Working LOT 26 PAMALA OAKS desValI PB 47 PG 46 Cost/Market - Taxes Number of Buildings j Taxing Authority j Depreciated Bldg Value 99,702 County General Fund Depreciated EXFT Value Schools 0022 I City Sanford 23,500 SJWM(Saint Johns Water Management) j Land Value Ag County Bonds Sales 123,202 Description Dat WARRANTY DEED 10/1 1 QUITCLAIM DEED 1!1! WARRANTY DEED 6!1! i WARRANTY DEED 10/1 WARRANTY DEEDT 811! SPECIAL WARRANTY DEED 811! i WARRANTY DEED 6/1/ Find Comparable Sales I 2016 Tax Bill Amount $2,390.00 Land Frontage De Does NOT INCLUDE Non Ad Valorem Assessments I 000 Building Information Value Summary 2008 2006 2001 1996 1996 2017 Working 2016 Certified j Values des ValI i Valuation Method Cost/Market - Cost/Market Number of Buildings 1 j Depreciated Bldg Value 99,702 95,707 t Depreciated EXFT Value 06311 0022 1 Land Value (Market) 23,500 23,500 j Land Value Ag 147,100 '+ Yes Just/Market Value ` 123,202 119,207 ' Portability Adj 03119 E Save Our Homes Adj 0 0 I I Amendment 1 Adj ... 0 _.. . o PB G Adj SO 0 , Assessed Value 123,202 119,207 Tax Amount without SOH: $2,390.00 2016 Tax Bill Amount $2,390.00 Tax Estimator Save Our Homes Savings: $0.00 f i Does NOT INCLUDE Non Ad Valorem Assessments I 2008 2006 2001 1996 1996 3 Amount M QualifiedBook f Page 12015 08846 1773 80,000 ' Yes 06957 0097 100, No 06311 0022 69,900 t No 2004 05488 1355 147,100 '+ Yes 04189 1072 88,800 Yes 03119 0571 76,4W: Yes 03103 0206 36,0 ; No p h. i Units Units Price Vacnmp Improved Improved Improved Improved Improved Land Value f 23,50000 $23,500 1 http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=33193051200000260 1/25/2017 DuLando Screen & Awning, Inc. > 835 Sunshine Lane Altamonte Springs, Florida 32714 Phone: (407) 862-6060 Fax: (407) 862-1221 DulandoScreen@gmail.com Date P/!'1414CG 01/y ' iaiiGES Legal Description: Y IRAM I r _ f u v B,RIEFDESCRIPTION...r MENmoiMIME Rol pool MEMEMEM MEN NONNI MEMEREM N V Cl !NMI r®®Rol mommo mmomm MINI OMNI SIMMEMNEEM 041o • • I [?A MENNEN No mmommi MENNEN t®I No MENEM moommool PAVERS WINDOVa I OVERHANG 0 !3/c3a w MAI BEAMZ n DESCRIPTION d_ , _r _ C/g—. Total 22L?5 Less Down Payment — O Balance Due Upon Completion XqC Balance Payable Upon Completion Unless Otherwise Specified NOTICE TO BUYER: (a) Do not sign this before you read both side t contains any blank spaces. (b) You are entitled to an exact copy of which was delivered to and receipt is hereby acknowledged by buyer. By signing, owner acknowled ad' the provis n pri d on rever a side of this job order. Accepted this / day of 201_ Own Dulando Scr Owner Submitted By Street Address " //b jlj G 4yDate Signed City c 0 _ ,.7 i Approved By WARRANTY All material and workmanship performedby DuLando Screen & Awning, Inc., is warranted for one full year, from date of invoice against any defective material or workmanship. Due to Florida's unique soil conditions, settling of the deck is a common occurrence. If stress or hairline cracks appear, they are not covered under warranty. These are beyond our control. Deck cracks that exceed the following: Maximum allowable horizontal or vertical separations should not exceed 1/8 inch unless at expansion joints where horizontal and vertical separation of up to 114 inch are acceptable. Homeowner is responsible for any utilities or irrigation relocation. REQUIRED INSPECTION SEQUENCE !! BP# 2!? Address: Oo% UILd9 NG PERIVII I ELECTRICAL IP. RM IT'_ Iain Max Insjpection Descri tion Iain Max Ins ection Deser ption Footer / Setback Electric Underground Stemwall Footer / Slab Steel Bond Foundation / Form Board Survey Electric Rough Slab / Mono Slab Prepour T.U.G. Lintel / Tie Beam / Fill / Down Cell Pre -Power Final Sheathing — Walls Electric Final Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 1 Il L` CY1t11 v"9;'1.19 L^-P4R` 1 1'8Ii9.t y;, i •: 7_325-,Z, Min Max Inns ection Descri tions Mechanical Rough Mechanical Final Min I Max I Inspection Descripti Gas Underground Gas Rough Gas Final RECORD COPY KLUNUMSCRE- Plan Types: Screen Room FPool Screen/Cage (Removable Screen , Remove screen when wind speed exceeds 75 MPH) F] Pool Screen/Cage (Non -Removable Screen - Designed to withstand actual Wind Speed) 19Car Port Patio Cover Other: Reference: 4 C NewM Revision Date: ,,- I Project Address: 6 S c`A ,,7 qqJ City: Contractor Name: iyy j Address' £} ulattdo Screen & Awning, Inc. . 835 Sunshine Lane Chu i City: Altamonte Springs, FL 32714 Zip Cade: 407-862-6060 Phone/Fax: www•DulandoScMM.com Email: Choose One: Mail Pick Up Fed Ex*0 `_l No of Copies For FedEx option got to www. urninumscreendesi n.-com and `provide FedEx account #) Payment: Check Credit Card * For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: g Engineer: Michael Thompson, MSc, P.E. (P.E. #47509} 4401 Vineland Road Suite A6, Orlando, FL 32811 Office: 407-734-1470 Celk 407-721-2292 gV1LD Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8281 G' Email: aluminumscreendesign@yahoo.com Website: www.aluminumscreendesi nxom CA#30930 SANFORC REVIEWED FOR CODE COMPLIANCE O A' RTtv1 PLANS EXAMINER # 1 7— 4 2 9 DATE f lFO C spa na rnNr DIVISION 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 ASIDF ANY OF THE PROVISIONS OF THE TECHNICAL FEB t . 2 ti EG, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTEROFERRORSINPLANS, BY: LIEOUIRINC A CORRECTION CONSTRUCTION OR VIOLATIONS OF THIS CODE 9i ultimate Wird Speed (mph): 1 Exposed Category: C Risk Category: 1 Screen Room: Insulated Pan Roof Fascia Wall: Block Conventional Uprights x Top Plate x Kick Plate Pool Screen/Cage: Dome Gable Mansard Gutter Wall: Biock] Conventional Beams x Uprights x Purlin x CarPort: Insulated Pan Fascia Wall: Block Conventional Beams x Post x Patio Cover: Insulated Pan Fascia Wall: Bloc 2Conventional Beams .__ x Post x' Concrete: Existing New: 4" Slab Pier Ribbon Footer x Pavers Other: I Note: In the event that there is a conflict with the design plans and general nates and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction between the plans and the general notes and design standard. i L, L' of. 05 ri h file event of a n I ot In member sizes shP18hsandtheg9neralUfilkethenotes, the Contra Own on are sti im, r4A Member size 1eq must uirements. ALUMINUM auREEN DESIGN 3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. & TO'3" INSULATED ROOF WITH (6 )910 1" PER SIDE 6 EXTRUDED GUTTER IS ATTACHED TO 3" INSULATED ROOF WITH 910 1" 6" EXTRUDED FASCIA IS ATTACHED TO FROM ENDS 24" O.C. 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. 3X3 POSTS ARE ATTACHED ROOF IS ATTACHED TO FRONT WALL TO 2X6 BEAM 2 3/8" X 3 1/2" WITH (4) 910 4" PER PANEL CARRIAGE BOLTS TYP. 3X3 POST IS ATTACHED TO BRACKET WITH 13/8" X 3 1 1111 - A n T i A -- Tl ll T TGA BRACKET FROM 3X3 IS ATTACHED TO CONCRETE WITH 2 1/4" X 2" TAPCONS TYP. ALUMINUMSCREENDESIGN.COM DESIGN, STATEMENT MICHAEL THOMPSON ALUMINUM SC-,REENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 440 1 VINEL,AND TOAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH 5 E A6@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET,THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO FL 3281 1PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND - SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P,E, #'47509FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS 3 0 Boundary Survey SX"'. OO 105 PAMALA COURT SANFORD, FLORIDA 32771 1'= 29 PAMALA COURT LEGAL DESCRIPTION: (AS FURNISHED) OFF LOT 26, PAMALA OAKS, ACCORDING TO THE PLAT THEREOF, 7PER 0.9' 50' PLATTED RIGHT-OF-WAY FND 1@' —Clw — — — — — FLOOD ZONE INFORMATION IRON ROD 5' LANDSCAPE! FND V2' ASPHALT ROADWAY IRON ROD WOOD FENCE PLAT BOUNDARY - N89°56'52"W 40.00' (P) C - Calculated PB - Plat Book PC - Point of Curvature O Z CONC CURB OFF NOT PLATTED S89035133"E4 CB - Concrete Block CM - Concrete Monument POB N • DRAFTER: HWA CONC -Comet POC--Pantof Ccoml" mencement 39.90' (M) APPROVED: BHH COV - - Covered PP Power Pole D DescriptionPRC - Pant of Reverse Curvature a N DE-DrainageEasencent PRM--PermanMentReeteerrence SCALE: 1"= 20' um DUE - Drainage 8 UtWrty Es" S89056'52"E 40.05' (M) DS - Driveway R -Radius ESMT -Easement RAO -Radial FFE - Finished Floor Elevation RFC - Reber 8 CapRFD - Roofed S89e56'52"E DIANE WILLCOX FND Found UE - Utility Easement BOARD OF.PROFESSIONAL .LAND SURVEYORS IN CHAPTER 5,F1T FLORIDA 40.00'(P) ADMINISTRATIVE CODE. FURTHER, THIS DOCUMENT IS ELECTRONICALLY SIGNED AND S89056'52"E 40.00' (P) WALK N8D -Nail 8 Disk Wood/PVC Fence SJ -17 OF THE FLORIDA ADMINISTRATIVE CODE. ONLINE FND NAIL OHU - Overhead Utility LimNOTES - ORB Official Records Book FND 112' 1. Strmy k Daad m Ie9d d peon as wpFeal by ren DATE SIGNED: 02/02/17 FND 112' 8 DISK IRON ROD 1Mc«r OW—r"r FAC. Vt.'W nof« IRON ROD NW CORNER SURVEYOR'S NAME: BILL H. HYATT LS4636 DEAL LAND SURVEYING, LLC LB 8121B. Feas"..annip kiwr daremmed S. W undagreurd krerevemantn m *uclu se "«a lorded by the suniry, I-_ l • ° -' A- at—lm tided e.TNBeever ndndeaua.BaAmamemPeFeraa LOT 27 NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURET. Arya,Fde rant«dreinlieldlomea,sas ao«o>a a7b-I Deal Land Surveying, LLC 1530 Tropic Park Drive Sanford, FL 32773 AND AUTHENTICATED ELECTRONIC SEAL ' THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USE AND BENEFIT OF THE PARTIES LISTED HEREON. DATE REVISION DATE REVISION LIABILITY TO THIRD PARTIES MAY NOT BE 407-8783796 41 10' UE tj----- a INFOaOdeallandsurveying.com N CON—C DIW ti o 5.0' 27.3' d IT to O O W W 00 N ar- tq O O OD .. OLOo 2.0' O O a O Z C) ENTRY cov LOT 27 2.0'^ LOT 25 to ONE STORY o m CONC BLOCK 04F RESIDENCE# 105 o0 e CD 0 w M w oLLoO0 OFF 4.9' 30.1' 4.9' SX"'. 0 ADDRESSO OO 105 PAMALA COURT SANFORD, FLORIDA 32771 1'= 29 0.4' LEGAL DESCRIPTION: (AS FURNISHED) OFF LOT 26, PAMALA OAKS, ACCORDING TO THE PLAT THEREOF, 7PER 0.9' 0.7 OFF FND 1@' —Clw — — — — — FLOOD ZONE INFORMATION IRON ROD 5' LANDSCAPE! FND V2' SIDEWALK EASEME T IRON ROD WOOD FENCE PLAT BOUNDARY - N89°56'52"W 40.00' (P) C - Calculated PB - Plat Book PC - Point of Curvature N89°30'37"W 39.79' (M) OFF NOT PLATTED Tit CB - Concrete Block CM - Concrete Monument POB LAST 09128/ 07MBER 21170 0065F DRAFTER: HWA 0 ADDRESSO Z 105 PAMALA COURT SANFORD, FLORIDA 32771 1'= 29 GRAPHIC SCALE LEGAL DESCRIPTION: (AS FURNISHED) 20 LOT 26, PAMALA OAKS, ACCORDING TO THE PLAT THEREOF, 7PERASRECORDEDINPLATBOOK47, PAGE 46, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA - BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH RIGHT OF WAY LINE OF PAMALA COURT, BEING N$9"56'52W, PLAT LIST OF POSSIBLE ENCROACHMENTS: NONE VISIBLE -- LEGEND FLOOD ZONE INFORMATION DLS #: 17-01-0146 FOR INFORMATIONAL PURPOSES ONLY) CLIENT M 105 PAMALA A/C Air Conditioner P Plat C - Calculated PB - Plat Book PC - Point of Curvature SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN FIELD DATE: 02101/17 Q Centedine PI - Pont of Intersection FLOOD ZONE X, AREA OUTSIDE OF THE 100 YEAR FLOODPLAIN, CB - Concrete Block CM - Concrete Monument POB LAST 09128/ 07MBER 21170 0065F DRAFTER: HWA CONC -Comet POC--Pantof Ccoml" mencement REVISION DATE APPROVED: BHH COV - - Covered PP Power Pole D DescriptionPRC - Pant of Reverse Curvature SURVEYOR'S_ CERTIFICATEDE-DrainageEasencent PRM--PermanMentReeteerrence SCALE: 1"= 20' um DUE - Drainage 8 UtWrty Es" I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF SAID 1 SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA DS - Driveway R -Radius ESMT -Easement RAO -Radial FFE - Finished Floor Elevation RFC - Reber 8 CapRFD - Roofed CERTIFIED TO: AS FURNISHED DIANE WILLCOX FND Found UE - Utility Easement BOARD OF.PROFESSIONAL .LAND SURVEYORS IN CHAPTER 5,F1T FLORIDA IP koro L - Length (Arc) WM - Water Meter ADMINISTRATIVE CODE. FURTHER, THIS DOCUMENT IS ELECTRONICALLY SIGNED AND M - Measured - Delta (Central Angle) SEALED PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES AND CHAPTER N8D -Nail 8 Disk Wood/PVC Fence SJ -17 OF THE FLORIDA ADMINISTRATIVE CODE. NR • Non•Radisl - o' Chain Link Fence OHU - Overhead Utility LimNOTES - ORB Official Records Book 1y,r, DATE OF FIELDWORK: 02/01/17 1. Strmy k Daad m Ie9d d peon as wpFeal by ren DATE SIGNED: 02/02/17 2-AbW aaoedles lova riot been reworded 1« gas, ov ,le end/« himm1Mc«r OW—r"r FAC. Vt.'W nof« np,ma-war "t'am'e' arer e"n "'oe' u"'em'aea p'b' h "w"aa• ftilnrontise«r nate rb be,oU- ro era ae.er« am aaorar SURVEYOR'S NAME: BILL H. HYATT LS4636 DEAL LAND SURVEYING, LLC LB 8121B. Feas"..annip kiwr daremmed S. W undagreurd krerevemantn m *uclu se "«a lorded by the suniry, I-_ A- at—lm tided e.TNBeever ndndeaua.BaAmamemPeFeraa FOR ALL INQUIRIES CONTACT: NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURET. Arya,Fde rant«dreinlieldlomea,sas ao«o>a a7b-I Deal Land Surveying, LLC 1530 Tropic Park Drive Sanford, FL 32773 AND AUTHENTICATED ELECTRONIC SEAL ' THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USE AND BENEFIT OF THE PARTIES LISTED HEREON. DATE REVISION DATE REVISION LIABILITY TO THIRD PARTIES MAY NOT BE 407-8783796 TRANSFERRED OR ASSIGNED. INFOaOdeallandsurveying.com i4jZ"n !j$y: 1.:Y a` ff..i' 4, { • ..'- aY Ows iF r t:"gid C?; aamenl BciS Moore ! Login User Registration ttot Topic submit Surcharge Stats & sects publicatlom rac Stair SCIS site Mao Unts ! search Bwines "( Professi,na l I USER pubk USeduct f oval Regulation rnduct 4gprovAl M .nil > PrM 1jct Or ADDllsatlon SPnrch > 9f t7 L Lor1111I > AppllGtlon Detsil FL s FL5500=R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954)949-3200 dk@dokimengineering.net Frank Bennardo frank@engexp.com Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954) 949-3200 bpeacock@elitealuminum.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report • Hardcopy Received Frank L. Bennardo, P.E. PE -0046549 Quality Auditing Institute Ltd. 12/31/2018 Jorge A. Pomerantz, P.E. Validation Checklist • Hardcopy Received FL5500_39 _S._IP41-€Q..R ECEIE Florida Licensed Professional Engine r r Architect FL5500_34_Eguiv_ iv Q&tf FEB 14 2017 BY: E 104.11.2 1709.3 Product Approval Method Method 2 Option B Date Submitted 02/26/2015 Date Validated 03/08/2015 Date Pending FBC Approval 03/09/2015 Date Approved 04/15/2015 Suof Products FL # Model, Number or Name Description 5500.1. Aluminum/ Aluminum Roof Panels EPS Foam Core Composite Patio Roof Panels Limits of Use Installation Instructions j Approved for use in HVHZ: No FL5500_R4,j]_D&g i& Approved for use outside HVHZ; Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant- No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports l Other: For outdoor patio constructlon only. For use outside FL5500 R4 AE_Eval, pg the HVHZ. See installation drawing for allowable span/load FL5500 R4 AAE_NOA_11092607.r)d combinations. FL5500R4 _AA_Iqg_Reoorts_I_g f i FL550_AE_jW Reoorts_LQ_dff f Created by Independent Third Party: Yes OaUc WCx: Contact Us :: 1940 North Monroe Street, Tdllahasse- FL 32399 Phone 850487-1824 The State of Florida is an AA/EEO employer. CApyright 2007-2013 Srale Florida 1: Pnvacv'Statement :: Accesslbllit6 Statement:: Refund_ Starn ..6r Under Florida taw, email addresses are public records. If you do notwant 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 haveone. 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 all email address which canbemade available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: sccuritv,ti nuc. a ENGINEERING January 29, 2015 Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: Elite Aluminum. Corporation EPS Foam Core Composite Roof Panels 14-1438 To Whom It May. Concern: Please be advised that the below -signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). Restfully es o .. t E., Inc. FL'•P'Ot'; . Cert 0f AIWIYW9885 160 5W 12T11.AvENUE #106 DEERFIELD BEACH, FL 33442 n u n u e O CA - 7r- A_ n A an c. v• 0 C A_ 1 G A_ n n A 7 i- ENGI NEERLNG 1" ' ' A FRANK L BENNARDO P E INC INNOVATION January 30, 2015 Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: Elite Aluminum Corporation EPS Foam Core Roof Panels Aluminum /Aluminum Skin 14-1438 To Whom It May Concern: This office has reviewed test reports showing structural, performance of the above -noted product. These test reports pertain to testing performed in accordance with ASTM E72-05 Standard Test Methods of Conducting Strength Tests of Panels. for Building Construction. This standard has not been adopted in the Florida Building Code Fifth Edition (2014), but serves as an applicable test method in accordance with sections 104.11.2 & 1709.3 for the purpose of determini s ru Lural performance of this product. Resp ctfullgC js;. Al 0 rrattt,-•tstat to, .: ; Inc. FL PE Q046$,,''' Cert ofAuth #9885 160 SW 12T" AVENUE #106 DEERFFIELD BEACH, FL 33442 PHONE: 954-354-0660 Fax: 954-354-0443 EPSTFO6--A MjCSUORE ROOF PANELS M / ALUMINUM SKIN AXIMUM ALLOWABLE CLEAR SPAN TABLES: L I2ap 37 Pct l!'tU0 T. il' gT wr TVA- y -'. L 12.03CLEARSPANTABLE 40 Pa[ " ISO T g„ 0 6• 04 trp: :`• USE 9_TINSTRUCTIONS: 44 PAT i/360 7•A' a•r or Iva r-4- ra' 210 0' w' 7.102 9' r N -a. •-1_ 1 t YiIDETHLMhkTYPEOFENCLOSURETOBECOVERED (OPEN, 46 Pq L I IM T3' B A i P ,J I •tr ZSCREENEDWAIIS. ON f UL LY ENCLOSED). _ ___L I2W t' __ T _ _s s„ 1r.r 3. UEtEAM1tiE THE Slit SPECIFIC RtQUIREO DESIGN WINO l2 Yd LI TDO 71' B7 - g•I g.)• iF'!•-it .1>Ti- PRESSURE FROVIOED BY SEPARATE INGINEEAING, BY A L 1240 B tv i r LICENSED ENGINEER OR REGISTERED AROCIRCT,IN 56 PH L1180 0.11' 717 9. s- P.1• .I.s- ACCUROANCE WON THE FLORIDA BUILDING COCE FIFTH I I lea 4'-6' ,04' t EDITION (3014). L(O80 B-9'. Ta D' P-2' 111 n -r no" S. FIND ALLOWABLE CCMFO5I TE PANEL QEtq SPAN IN TABLES 60 PIT LI.240 0.2' T•1` Q-1'-^_4'-1_ tv.l' rV.S- F FOR APPROPRIATE FANEL DNIN, FACING THICKNESS, µ0 EP$ -- -_ - oaF DENSITY sKEDEFLECTION NOTES: 3 SEAL 10IhT I. USE EYE 20 FOR ALL MEMBERS SUPPORTING ROOFS OVER AN OPEN OR SCREEN-WALLRDCONTINUWSHWM. CAUU:ING 7. USE ENCLOSED FOR All MEMBERS SUPPORTING ROOFS WITH A NON-FLA$TENED CEIUNCi OVERAN [NClUSCD ROOM. USE 1/240 FOR ALL I4EMBFRS SUPPORTING ROOFS WITH A PLASTERED CEILINGOVER AH 1717 0"0"•2° ENCLOSED ROOM, PE0. FLORIDA tNt1101NG CODE Fit -IN kD1T10N (:011) TABLE EDOa,y. 3.. i OTHER CONSIDERATIONS: GRO55 4ECAON AT - -- Tn'R 7HTERLTSCK 1. HRUNI" OVtRNJVIG MAY DE UP TO T-0' W"M VALUES LIS IIERfIN, MAXIMUM UhSUPPORTEU SIX OVERHANGIS 2591 IV LAST PANE? W1011l (1-<. Il" MAA FOR WPANELWIDTH). - I?%:._ROOF p1TCH SHALL DE AS PER BUIL OI NO CODE REOUIREMENISEPSROOFPANELSPANDETAIL: 0024 [N1 0,032 ALUMGS LXkWG4.MAX 'WIDTH PER INTEPL PANELTOPDBOTTOMFACIN FODf MIN St OPT) Ij Ef9 Cf AE (I APCs I-[.F CLEAR SPAN .. _ IJ INSIDE 701NSIDE- / _ OR DgIP I CAP NEPER TO AOOlT10NAL ENGINEERING $HECTS' DEP-M OVCANANG { FOR IUADS, RODE CUNNEC TICMS, A SUPPcIRTING DfpTtl _ STRUCTURE DETAILS (DY OTHERS). TNfS $MEET _ 36' FUX O!N AT ppM-S 25Y CEATURES ALLOWABLE RCUF SPA115 OFILT. OF LAST PANEL. I',107M AT SIDES OIH AT SIDES) MAXIMUM ALLOWABLE 3'Penth A_Gu,c1a a P>Lnd 10. EXCEPT AS EXPRESSLY PRONDED HEREW, NO AOOITIO.VALCFN7IFICAT[OMS.ORpFfIflMAtiONS ARC INTENDED. w LP•0 DARetia:n0024•. x U;,4R w 0077' 0024' 1 0.037 0117{' 0017• t Num 1 . AtylA BWn Af,AA Ska, AA,r, SLYI Ak SGn Alun $'.Y, u,.vlTOd- Ut20 t -lb EP3 1 lb EP4 lab EP3 11.9 EPS 1•Ib EPS I -W EPS M8LraW{ W 21"J PU LI120 I/'0' iti 3' 17'-7 i5.3 17C t9v- IT 1T 17'•11• 7.7 ; 1b v2- 21f -s c'IIG=?) sbt 01 ° 14 PU L 1170 16 ps1 2a' 46 r -t- tra Toa Inr 1/,20 tBcsl LJ120 11'12' 20•.A- t1'ai' tJ'a a+ ca•r 3 C y - OF 36SECTION760) OF THE FLORIDA 8U R0114G CODE FIFTH EOlT10N (2)111. CONTRACTOR SfNLLINYE4TICiATE Af10 CONfORM TO ALL LOCAL BUILDINGOCE. AMENDMENTS WHICH MAY APPLY. OESIGJ/. 20 WI L 112 2{pU 1.2- 13'-10'1C- o , P -rI6' -It' E. NO S4•TJD%,ENCREASE IN ALLOWASLE STRESS MAS BEEN USED INTHF. DESIGN 1 TN'T SYSTEM. 781>y L11302y1Li120 9'•11' IYb' 9>_•'-0'-LI l7 b' ITS II4' 12 T 1p.S tP- 5'.5• f4.=' L I2ap 37 Pct l!'tU0 T. il' gT wr TVA- y -'. L 12.03CLEARSPANTABLE 40 Pa[ " ISO T g„ 0 6• 04 trp: :`• USE 9_TINSTRUCTIONS: 44 PAT i/360 7•A' a•r or Iva r-4- ra' 210 0' w' 7.102 9' r N -a. •-1_ 1 t YiIDETHLMhkTYPEOFENCLOSURETOBECOVERED (OPEN, 46 Pq L I IM T3' B A i P ,J I •tr ZSCREENEDWAIIS. ON f UL LY ENCLOSED). _ ___L I2W t' __ T _ _s s„ 1r.r 3. UEtEAM1tiE THE Slit SPECIFIC RtQUIREO DESIGN WINO l2 Yd LI TDO 71' B7 - g•I g.)• iF'!•-it .1>Ti- PRESSURE FROVIOED BY SEPARATE INGINEEAING, BY A L 1240 B tv i r LICENSED ENGINEER OR REGISTERED AROCIRCT,IN 56 PH L1180 0.11' 717 9. s- P.1• .I.s- ACCUROANCE WON THE FLORIDA BUILDING COCE FIFTH I I lea 4'-6' ,04' t EDITION (3014). L(O80 B-9'. Ta D' P-2' 111 n -r no" S. FIND ALLOWABLE CCMFO5I TE PANEL QEtq SPAN IN TABLES 60 PIT LI.240 0.2' T•1` Q-1'-^_4'-1_ tv.l' rV.S- F FOR APPROPRIATE FANEL DNIN, FACING THICKNESS, µ0 EP$ -- -_ - oaF DENSITY sKEDEFLECTION NOTES: 3 SEAL 10IhT I. USE EYE 20 FOR ALL MEMBERS SUPPORTING ROOFS OVER AN OPEN OR SCREEN-WALLRDCONTINUWSHWM. CAUU:ING 7. USE ENCLOSEDFOR All MEMBERS SUPPORTING ROOFS WITH A NON-FLA$TENED CEIUNCi OVERAN [NClUSCD ROOM. USE 1/240 FOR ALL I4EMBFRS SUPPORTING ROOFS WITH A PLASTERED CEILINGOVER AH 1717 0"0"•2° ENCLOSED ROOM, PE0. FLORIDA tNt1101NG CODE Fit -IN kD1T10N (:011) TABLE EDOa,y. 3.. i OTHER CONSIDERATIONS: GRO55 4ECAON AT - -- Tn'R 7HTERLTSCK 1. HRUNI" OVtRNJVIG MAY DE UP TO T-0' W"M VALUES LIS IIERfIN, MAXIMUM UhSUPPORTEU SIX OVERHANGIS 2591 IV LAST PANE? W1011l (1-<. Il" MAA FOR WPANELWIDTH). - I?%:._ROOF p1TCH SHALL DE AS PER BUIL OI NO CODE REOUIREMENISEPSROOFPANELSPANDETAIL: 0024 [N1 0,032 ALUMGS LXkWG4.MAX 'WIDTH PER INTEPL PANELTOPDBOTTOMFACIN FODf MIN St OPT) Ij Ef9 Cf AE (I APCs I-[.F CLEAR SPAN .. _ IJ INSIDE 701NSIDE- / _ OR DgIP I CAP NEPER TO AOOlT10NAL ENGINEERING $HECTS' DEP-M OVCANANG { FOR IUADS, RODE CUNNEC TICMS, A SUPPcIRTING DfpTtl _ STRUCTURE DETAILS (DY OTHERS). TNfS $MEET _ 36' FUX O!N AT ppM-S 25Y CEATURES ALLOWABLE RCUF SPA115 OFILT. OF LAST PANEL. I',107M AT SIDES OIH AT SIDES) MAXIMUM ALLOWABLE DESIGN PRESSURES: A$ IX yi ,1'a37 10. EXCEPT AS EXPRESSLY PRONDED HEREW, NO AOOITIO.VALCFN7IFICAT[OMS.ORpFfIflMAtiONS ARC INTENDED. MOTE- IN CLEAR SPAN TA9LES DESIGN NOTES 1ltt POSITIVE AND NEGATIVE DESIGN FRESSURES CAI.CULATEp spq USE W21N. THIS SYSTEM SHALL BE 4ETERNINEOat 9Y I( I ( BY OTHERS - A 108-SoECIfICBASISINACCORDANCEWITHTnECODE, SITE.SPECIFICPRESSUREREQUIRENEh15ASOETERMINED.LN u,.vlA000ROMCEWITH7-tu l.ND Ct1ABE LESS1609 0f TME FQQCQRIOA BUILDING CODE FIFTH EDITIONDE51[GN PRE SUREURE [ PA II VALUESAIt$TEO HEREIN PITEGAI III I i L-3 j7EL'ITRIIL TURAL PgOPERTIES DERIVED FR ON CEgTIF1EO.iEST NtPORTs Nbs HE[S'45 1909' •05.1987 05•{988, •05.1989. M8LraW{ W 05.1990 .05.1991, -05 1992 -OS-1997; -05-1991, OS-1Y9S, 04.1996 Oa-1997,-062UB6, -O6-206),-06.2068:-OS-2069, GENERAL GENERAL NOTES: lJQ c'IIG=?) sbt 01 ° t. THIS SPFCIT,CATION HAS EEEM DESIGNED x 3 ', PND SI/ALL 6EFABRIGTEDU4ACCOAOANCEWIMTMEpCQU1RiVoSItOP'THE FLORIDAFoofIFTHlDITION13014) FOR:USE OUTSIDE r W wD,` IWILOICACUUE INE HVMZ. DFIPOSIT6 SECTIONPANELS SHALL COMPLY WI1N CNAPTEA 7 SECT I[tf4 )j0, CNAF7ER B SE H BOT, CUSSA INTERIOR FINISH ANO SECT I( 3 C y - OF 36SECTION760) OF THE FLORIDA 8U R0114G CODE FIFTH EOlT10N (2)111. CONTRACTOR SfNLLINYE4TICiATE Af10 CONfORM TO ALL LOCAL BUILDINGOCE. AMENDMENTS WHICH MAY APPLY. OESIGJ/. b C0.ITEAIA Bc'OAW ASSTATEDHEREINfurRDF2UtREADOIpOhAISITE-SPECIFIC SEATED HARD M IHG:. E. NO S4•TJD%,ENCREASE IN ALLOWASLE STRESS MAS BEEN USED INTHF. DESIGN 1 TN'T SYSTEM. CH1. THE A0.CNITECT!ENCINEER OF RECORD FOR THE PROJECT UFERSiRUCTURE WIIM WHICH TH(5 DESIGN IS USED 5f/All tlEIESPONSIBLEFOR.THE.IMEGAI r, OF ALL SUPPORT WG Z SUNFACES 10DJISDESIGNWNICM5MA(L DE COORDINATED BY TME PEAMIITINGONTRACTOR. - 1. SEPARATE'SITE-SPECIf IC' SEALED ENGINEERING SHALL.BElEQU1RGqINOpOFR.TD DEVIATE FROM LOADS, L L DI'CCTION$, OR 5pµ$- OTRAINED HEREIN. -LINEAR "or BE, -*RN OF ITIE ALWSYAALE SPANHEREINSHALLN0TBE,-*RNIAB114fea CWYTALT QORTH15NGIfIEERFORKTERNATESPANCALCtMTLOA4ASMAYDEREQQVIAED. TME SYSTEM OE1AllE0 MERLIN IS GENERIC 13 MAYDOE$ AOT pROV10E. NFORMAl/qN O113d i o Y FOR A SPECIFIC SITE- FOR-StiE CDNOIiIOHS DIFFERENTROMTHECONOI710N5DETAILEDNCREIh, A L10FH5E0 09GItiEE"PIEGISIEREOARCHfTEIT p 5F- a 0 k3 F•'• 3ayI SHALL PREPARE SAE SFECIFIC DOCUMENTSINEItoil SE IN CONJUNCIIUN WITH THIS DOCUMENT. OAD.TMECONTRACTO0. SHALL Y CON5ICFAR. P47551BLE IMPOSViG 10510 .. i L: • U OY - CADS WMIALTWI MAY7t1ST°IFYGEATER DESIGN R(OTFHLI.T NISN TFO IODIIONAI I i19 U E F. 0 aROOFLOADCRITERIASHALLBEPROPERLYANALYZEDBYAICENSEDENGINEEROR.gEGISTEAEO ARCHITECT, EPS CORE CDNPOSITE lfl®lf,, A ANEIS SHALL EE COPLSTRULIED USING ttK105.11154 ALUMINUM FCRH S, EXPANDED T°OLr5tt0.ENE FDAf1 I NALLiAVEM1UlDENSITY1DPCFA.YD &1ALa BE MANUFACTUREDALLEA faalJ FACTU BYYPLASTFRODUCTS', L.LC PER MIAMI -DACE ul HIf RSION THEU fflRJ e ALIUMINUM FACING E(BYDASHWIi11150GRIISP782ADHESIVE LANDPECIALFABRICATIONSHALLBEINACCORDANCEWITHAPPROVEDASAICATIMETNg05 J 1 BY.14ANUFACTU0.ER FOR AU /AI1El5. MECCJNIRCTOM ISRe SPOHSIBLEINSUUTE OR PROTECT ALEMBERSFR(> - , .. ., ICA'WHI""15 CALICO FO R. By LOCAL, ST AT'E,DFEDERAL CODESfiFROMOEVU17IO11SOfIHlSPLAN, IX yi ,1'a37 10. EXCEPT AS EXPRESSLY PRONDED HEREW, NO AOOITIO.VALCFN7IFICAT[OMS.ORpFfIflMAtiONS ARC INTENDED. 11. ALTERATIONS, S, ADDITIONS; NIGMUGnTWG, OR OTHER MAgKINGSTOIM15000UMtN1ARENOTPERMITTEDANOI.VVA[IDATE THIS S 4 1 CERTIFICATIONI If •, TABLE VALUE DERIVATIONS:4){!!.l•Gf e ANEL PNOYQ0.TIE$, .. clrwc ,Nawt.0N,.4ty+ L-3 j7EL'ITRIIL TURAL PgOPERTIES DERIVED FR ON CEgTIF1EO.iEST NtPORTs Nbs HE[S'45 1909' •05.1987 05•{988, •05.1989. 14_1,}38 05.1990 .05.1991, -05 1992 -OS-1997; -05-1991, OS-1Y9S, 04.1996 Oa-1997,-062UB6, -O6-206),-06.2068:-OS-2069, 06-2070, -D6.20.. -06.2072, -06-2072, b -a6-7074 Br K 4TSSE)L±?N,' HURRICANE ENGINEERING b TESTING, fnc. 7. PANEL DEAD LOADS CAVE BEEN FACTORED INTO CALCULATIONSFORGRAVITYLCA05ASWELLASCALCUT.ATION5 FOR TANK V -3PROPERTIES. - a ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS EXPERT PRODUCT EVALUATION REPORT January 30, 2015 Application Number: FL# 5500.1-R4 Project Number: 14-1438 Product Manufacturer: Elite Aluminum Corporation Manufacturer Address: 4650 Lyons Technology Parkway Coconut Creek, FL 33073 Product Name & Description: EPS Foam Core Composite Roof Panels Aluminum / Aluminum Skin Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- 3.005, F.A.C., for statewide acceptance per Method 2(b). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition 2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS FLB drawing #14-1438 titled "EPS Foam Core Roof Panels", sheets 1-1, prepared by Frank L.Bennardo, P.E., Inc., signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. TEST REPORTS Uniform static structural performance has been tested in accordance with Section 1714.3 of the 2004 Florida Building Code per test standard ASTM E72-05 as evidenced in.the following test reports by Hurricane Engineering & Testing, Inc. (HETI): 3" Panels with 0.024" Aluminum Facing: HETI -05-1988, HETI -05-1992, HETI -06-2066, HETI -06-2067, HETI -06-2068 3" Panels with 0.032° Aluminum Facing: HETI -05-1993, HETI -05-1989 4" Panels with 0.024' Aluminum Facing: `` L. BE/j/,9 HETI -05-1994, HETI -05-1987, HETI -06-2069, HETI -06-2070, 6• ••,'90 ''; 4" Panels with 0.032" Aluminum Facing: O i>:n i eer's Seal lid farHETI -05-1985, HETI -05-1995 na ages 9 6" Panels with 0.024' Aluminum Facing: HETI -05-1996, HETI -05-1991, HETI -06-2072, HETI - 06-2073, HETI -06-2074"FEB 5 ;'`\1 6" Panels with 0.032" Aluminum Facing; — HETI -05-1997, HETI -05-1990 ' Frank 'r ppfl' J PE004g I!9885 Metal tensile capacity has been determined in accordance with ASTM E8-01 test standard per test report(s) #HETI-05-T337 (0.024" aluminum facing) & #HETI-05-T338 0.032" aluminum facing) by Hurricane Engineering & Testing, Inc. (HETI). 160 SW 12T" AVENUE * 105 DEERFIELD BEACH, FL 33442 PHONE:954-354-0660 FAX: 954-354-0443 ENGINEERING EXPRESS= Elite aluminum Corp. — EPS Foam Core Composite Roof Panels January 30, 2015 STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Size/Pressure Combinations No 33% increase in allowable stress has been used in the design of each product. Impact Resistance: Large & Small Missile Impact Resistance has NOT been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to. resist combinations of wind loads, live loads, and dead toads as indicated in the span schedules) on its respective Product Evaluation Document (i.e. engineering drawing), installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product. Evaluation Document (i.e. engineering drawing) as noted herein for outdoor patio construction only. All supporting host structures shall be designed to resist all superimposed loads and shalt be of a material listed in each product's respective anchor schedule, Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by aregisteredprofessionalengineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use outside the High Velocity Hurricane Zone (HVHZ). Product shall be fabricated using expanded polystyrene insulating foam manufactured by Dyp(ast Products, Inc. as listed in Miami -Dade Notice of Acceptance # 11-0926.07,(or the current version of this NOA). 160 SW 12r".AVENUE #106 DEERFIELD BEACH, FL33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM i