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1911 SEA OATS RESA22-0011 rev. 6-28-22 Revision Request/Correction to Comments **ALL INFORMATION .,-0-A11/2,,.,-0-A11/2,, HIGHLIGHTED IN ~ City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 .. -`� Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ,mss,-4 ;2.2—cc, ( ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: 6/2D/2L Project Address: /9/I S CS tR Contractor/Contact Name: A'Ll-Vies gIeg� AI Contact Phone: ?Pei' ` ero3'-90, Email: /A/F0 !;))/ 1Z- ,ler7%-)(.; y` , ✓of Description of Proposed Revision/Corrections: P'1/1 /,' //t/ o f,,'C/t/24 45 g Qt/ s Ce1/o.S/rr F-(<x 12 ') CVLK (-a577,U 17005: t. e? YAlEA. R�� of/ I MIC/446t /f Dt7 e1 7 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? XNo ❑ Yes(additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? *No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 3 .441 11116‘. Keith & Wendy Kechik 2xlo typ 1911 Sea Oats Dr Cable Tie Atlantic Beach FL 32233 11' 11" Category: C Windzone: 120 MPH 4x4 typ Call The Screen Guys, Inc 38' 38' Legend 6' 1" 6' 1" 6' 1" 6' 6' 0 Screen p Elite Roof ❑ House 6' 10" p Eave of House 6'10" \— 2x7 typ 2x2 typ /—.-- This is 111116\. 29 / only solid roof area 8'x12' 6' 10" 2x10 typ Cable Tie 8'x 12'Insulated 11'11" 6' 10" Composite Roof 4x4 typ — 29'— DO KIM Sc ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Florida Board of Engineers Certificate of Authorization No.26887 Product Evaluation Report Date: August 8,2020 Report No.: FL#7561-R5 Product Category: Roofing Product sub-category: Products Introduced as a Result of New Technology Product Name: EPS Foam Core w/Aluminum Skin Composite Panels Manufacturer: Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek,FL 33073 Phone: 800-421-0682 Scope: This product evaluation report issued by Do Kim and Associates,LLC and Do Kim,P.E. for Elite Aluminum Corporation is based on Florida Department of Business and Professional Regulation Rule 61 G20-3.005(2)Method 2(b)of the State of Florida Product Approval. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or updates. Do Kim and Associates,LLC and Do Kim,P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code,7'Edition (FBC)and where pressure and deflection requirements,as determined by Chapter 16 of the Florida Building Code,do not exceed the design pressures as shown on the approval. ,yt.L1,,( , J.,O.4 ENSKF'�1�'''.( J No.49497 11 9 /\ ,� .Cr - Digitally i i A signed by %-. STATE OF '4�^ Do YDateKim O.. .PL°MO..•'(Ckc zozo.oe.oe >s�oNAi. � ``4 Kim ,3:53:,8 _04,00, Rrrrn ruts rMs:tem Ms peen digiteiy si,netl end,eaietl M Do r' an tin date aepcent to tpe eeel.Ported copies document are not co.Werad egmd end uaied arc' tl,naturn muIt be void ed or any el.Mxic copse; Do Kim,P.E. FL#49497 P.O.Box 10039 813.857-9955 Tampa,FL 33679 dk@dokimengineering.net Sheet 1 of 3 DO KIM 8t ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Supporting Documents 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 7`h Edition(FBC), Section 1709.2. 2. Drawings: a. Drawing No.FL-1001 titled"EPS Foam Core Composite Panels", Sheets 1 and 2 prepared by Do Kim and Associates,LLC.,signed and sealed by Do Kim,P.E. 3. Testing a. Testing per ASTM E72 as performed by Hurricane Engineering&Testing,Inc. (HETI), and reported in test report numbers HETI-05-1988,HETI-06-2104,HETI-06-2066, HETI-06-2105,HETI-06-2067,HETI-05-1002,HETI-06-2107, HETI-05-1987,HETI- 06-2069,HETI-06-2070,HETI-06-2071,HETI-05-1994,HETI-05-1991,HETI-06-2072, HETI-06-2073,HETI-06-2074,HETI-05-1996,HETI-05-1989,HETI-05-1993,HETI- 05-1985,HETI-05-1995,HETI-05-1990,HETI-05-1997,HETI-05-2037,HETI-05-2029, HETI-05-2039,HETI-05-2030,HETI-05-2041,HETI-05-2048,HETI-05-2036,HETI- 05-2031,HETI-05-2038,HETI-05-2065,HETI-05-2040,HETI-05-2042. 4. Calculations a. Panel performance engineering analysis for tested loading conditions have been prepared based on comparative and/or rational analysis,prepared,and submitted by Do Kim,P.E. 5. Other a. Quality Assurance Agreement verified with Quality Auditing-Institute,LTD. (QAI Laboratories,LTD.)(FBC Organization#QUA7628). P.O.Box 10039 813.857-9955 Tampa,FL 33679 dk@dokimengineering.net Sheet 2 of 3 DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Limitations and Condition of Use 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 7th Edition(FBC), Section 1709.2. 2. Large and small missile impact resistance has NOT been tested to or evaluated for in this approval. In HVHZ,this product shall be used in structures"not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met. 3. Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document and site-specific engineering along with all components noted herein. 4. Use of each product shall be in strict accordance with its Product Approval Evaluation and Limitations of Use. 5. Composite panels shall be constructed using type 3003-H 154 aluminum facings, 1 or 2 PCF ASTM C-578 Dyplast Products LLC brand EPS foam insulation(NOA No. 16-1129.05)adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 6. Elite roof panels maintain a UL 1715(int)class `B' (ext)rating and are NER-501 approved. 7. This specification has been designed and shall be fabricated in accordance with the requirements of the FBC,composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,and Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. 8. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including load combinations)using the data from the allowable load tables and spans in this approval. 9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ(L/80 for spans< 12'-0"and L/180 for spans> 12'-0"). 10. All supporting host structures shall be designed to resist all superimposed loads. 11. All components which are permanently installed shall be protected against corrosion, contamination,and other such damage. 12. Size and Span Limitations: a. Composite panels shall be limited to those specific panels listed in the DWG. FL-1001. b. Panel spans shall not exceed those listed in the tables of DWG. FL-1001. P.O.Box 10039 813.857-9955 Tampa,FL 33679 dk@dokimengineering.net Sheet 3 of 3 ELITE PANEL SPAN TA:, ES: 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) 6 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)' imm®i L/180 mai DAD CPSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/18Q L/240 ENGINEERS ItIllantiliMI®' ®' 10 17.50 17.50 16.91 15.96 II 19.33 18.93 18.31 17.66 10 2011 20.03 19.42 18.81 0' ®®® '® 20 16.64 15.96 14.6 12.16 20 18.11 17.66 16.36 15.06 20 19.02 1881 17.58 16.35 0 '®: MUZEMZEM®', 30 1517 14.06 11.21 8.36 30 1680 16.36 14.41 12.46 30 17.93 17.58 15.73 1389 PO BOX 10039 �' MEMMIIKIE311 _ 40 1369 12.16 8.36 4.36 40 15.49 13.06 12.46 926 40 16.83 16.35 13.89 11.43 Tampa.FL 33679 ®' MIEMMIBMIMEFEM0 50 12.22 10.26 5.51 0.76 50 14.18 13.76 10.51 726 50 1574 1512 12.05 097 Tel:(813)857-9955 0®' MEM060 10,75 8.36 2.66 - 60 1287 12.46 8.57 4.67 60 14.64 1189 10.21 6.52 .11LIMIIIMEM®o0 70 9.27 6.46 - - 70 11.57 1116 6.62 2.07 70 1355 1266 8.36 4.06 99010,19 Description ©MEXEMMIELMOIO o X00 80 10.26 9.86 4.67 - 80 12.46 11.43 6.32 1.60 ISSUvD FOR I9C NI, AI Iwn PRODUCT PROVAL 4' x 4 ' 4 x 1 - LB EPS PANEL 4' x 0,032 x 1 - LB EPS PANELS 4' x 0.024 x 2 - LB EPS PANELS 4' x 0,030 x 2 - LB EPS PANELS APPROVAL FM,711, Qj Mp Edition PRODUCT CALL❑WA: - LEAR SPAN CI-1• - (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS ) (ALLOWABLE CLEAR SPAN CHARTS) APPROVAL NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) A .. ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 A 10 10 4 10 21.97 21.97 21.52 20.97 10 24.17 24.17 24.17 24.17 20 ®' ®' B EI 20 19.61 19. 24 17.49 15 .77,1 20 20.77 20.77 19.86 8.76 ea 2164 23.64 23.41 23.11 A 30 12.50 12.50 1250 11.38 30 18.17 17.49 14.87 12.24 30 19.57 19.57 1821 16.55 30 22.57 2257 21.90 21.01 40 10.97 10.97 10.97 8.80 40 16.72 15.74 1224 8.74 40 18.36 18.36 16.55 14.34 40 21.51 2151 20.39 18.91 50 9.92 9.92 944 6.22 50 1528 - 13.99 9.62 525 50 17.16 17.16 - 1489 12.13 50 20.45 20.45 1888 16.80 -1 60 9.13 9.13 7.51 164 60 1384 1224 7.00 1.75 60 15.96 15.96 13.24 9.93 60 19.39 19.39 17,37 14.70 J 0 70 8.52 852 5.58 1.07 70 12.40 10.49 438 - 70 14.75 14.75 11.58 7.72 70 18.33 18.33 1586 12.59 W ce 80 8.02 882 164 - 80 10.95 874 1.73 - BO 13.55 1355 9.93 _ 530 80 17.26 1726 14.35 10.49 > Z d 6' x 0.024 x 1 - LB EPS PANELS 6' x 0.032 x 1 - LB EPS PANELS 6' x 0,024 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS m I o W N (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) g r"o (n>NET NET NET NET 0. J a 2_1 O MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT) 0 O IL ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE (�o Y p a LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)t L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 E. m U IL 10 2380 2124 21.47 20.85 _ 24.00 24.00 24.00 23.42 10 23.93 2193 2188 23.60 10 24.00 24.00 24.00 2384 7 92 'O 20 18.06 18.06 18.06 18.06 20 23.34 23.21 2182 20.22 20 23.20 23.20 2103 22.46 20 23.65 2345 23.34 22.84 12m 0 W a 30 1513 15.13 15.13 15.13 30 22.10 21.63 19.42 17.02 _ 30 ' 22.47 22.47 22.18 _21.33 30 _ 22.94 22.94 2259 2187 7 C 7 U 1- 40 1134 1134 13.34 13.34 40 20.86 20.05 17.02 - 13.82 40 21.75 21.75 21.33 2020 40 22.23 2223 21.85 20.85 J o ?;t- 50 12.10 1210 12.10 10.91 50 19.62 18.47 14.62 10.62 50 21.02 21.02 20.49 19.07 50 21.53 21.53 21.10 1986 60 11.17 1117 11.17 843 60 18.38 16.89 12.22 7.42 60 2029 20.29 19.64 17.94 60 20.82 20.82 20.36 1887 ;1?C 0 0 Q 4E 70 10.44 ' 10.44 10.30 5.93 70 17.14 15.30 982 4.22 70 1957 1957 18.79 16.81 70 20.11 2011 19.61 1787 Il.l to (0 80 985 985 8.43 3.47 80 15.91 13.72 7.42 - 1.02 ; 80 18.84 1884 17.94 15.68 80 19.40 19.40 1887 1688 . W Ce J GENERAL NOTES LL SEAL JOINT WITH 1. Composite panels shall be constructed using type 3003-HI54 aluminum facings.I or 2 PCF ASTM C-578 carpenter brand EPS CONTINUOUS CAULKING adhere to aluminum facings with Ashland Chemical 20200 ISO grip.Fabrication to be by Elite panel products only in ,y • • • • accordance with approved fabrication methods. -'x DRAWN BY: one 2. Elite roof panels maintain a Ill_1715(int)class'B'(ext)rating and are NER-501 approved. O O O O 4' O O O O O n ^ W DRAWN BY: DYK �OOQQ QQOQQiJ(' a,+ra SCALE: AS SHOWN 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code �4, T^Edition(FBC),composite panels comply with Chapter 7 Section 720.Chapter 8 Section 803,Class A interior finish,and .r r • DATE' 219112 Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOCKING CROSS SECTION OPTIONAL 4. The designer shall determine byaccepted engineering practice the allowable loads for sites specific load conditions GUTTER OR 'bre P 8 g PeL (including _ DRIP CAP load combinations)using the data from the allowable load tables and spans in this approval. SLOPE l 4'MAX WIDTH INTERLOCKING 'O Y' KZ``4 J PANEL(l/4'/FT MIN SLOPE) o ocamai'.4 5. Deflection limits and allowable spans have been listed to meet FRC including the HVHZ.In HVHZ,this product shall be used , u .. u i a 00000000GOU O�O0o,0 DO YL ONIM,P. & in structures"not to be considered living areas"per Section 1616 unless impact resistance in accordance to the IIVHZ F- 1Li„O„OOOOOOo W a. EPS CORE!LB OR 2LB 0000000 j 4LT.REG.NUMBER AWL requirements are met. E 0 0„O. 2 o-0 0000000 • 6. Safetyfactor of 2.0 has been used to developallowable loads and spans from testingin accordance to the Guidelines for T s P ALUMINUM BOTTOM l f ,004 AIWA c IATE$;(y.�, Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20. g FACINGS 0000 �s.pO 2 r.- 7. Testing has been conducted in accordance to ASTM E72:Strength Test of Panels for Building Construction. CLEAR SPAN CL)INSIDE TO INSIDE ..30°C-.--EM ''s4Yle._V" '`• 8. Reference test reports:HETI-05-1988,HETI-06-2104,HETL06-2066,HETI-06-2105,HETI-06-2067,HETI-05-1002,HETI- pogo gg 06-2107,HETI-05-1987,HETI-06-2069,HETI-06-2070,HETI-06-2071,HETI-05-1994,HETI-05-1991,HETI-06-2072, ENGINEER OF RECORD TO PROVIDE SOOO HETI-06-2073,HETI-06-2074.HETI-05-1996,HETI-05-1989,HETI-05-1993,HETI-05-1985.HETI-05-1995,HETI-05- FOR ROOF CONNECTIONS L ADD THICKNESS OF 3000 36'MAX IN FRONT L 250 1990.HETI-05-1997,HETI-05-2037,HETI-05-2029,HETI-05-2039,HETI-05-2030,HETI-05-2041,HETI-05-2048,HETI- SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 5000 OF PANEL WIDTH 2 SIDES THIS OR ANY OTHER ENGINEER. PANEL SPAN. 002'MAX AT SIDES) 05-2036,HETI-05-2031,HETI-05-2038,HETI-05-2065,HETI-05-2040,HETI-05-2042. 9. Linear interpolation shall be allowed for figures within the tables shown. Do Y q°�,;'„m""' 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include nssxa.w Drawing No.-FL-1001 the strength of the fan beam to exceed shown figures as part of site-specific engineering. EPS ROOF PANEL/SPAN DESCRIPTION Kim SHEET 1 OF 1 , Mr. Dan Cooke )lite Aluminum Corporation 1801 N.W. 64th Street Ft. Lauderdale, Florida 33309 Re: Thermal Resistance ,at 75 degrees F. Dear Mr. Cooke: We have prepared the following schedule of R values for Elite's 31°, ,4" aind 6" thick composite wall and roof panels: PANEL THICKNESS 3" 4" .6" Inside Air ' 0.68 0. 68 0.68 'PS Parnel(2 p.c.f. ) 13.05 17.40 ' 26. 10 Outside Air(15 MPH Wind) . 17 . 17 . 17 Total. hei=mal.-Resistance 13. 90 18.25 26.95 7":011, 4; :,.t imolor . F._ fir= (:c• file f)6--C., C.ce - G/)i?rovu / ,.- ? . ' - l 1 -',',!,-,.--..-,-.3, / 75 1 - may 647 MOKENA DRIVE,MIAMI SPRINGS, FLORIDA 33166 TELEPHONE: (305)883-9571 FACSIMILE:(305)883-9572