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RC-12-868Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Fl 33138 Tel: 305-795-2204 Fax: 305-756-8972 11/16/2015 53 NW 99 Street Miami Shores FL RE: Process No.RC-5-12-868 Address: 53 NW 99 Street Dear Owner, Our records indicate that the above referenced permit has expired without obtaining the proper permit approval. In order to serve you better, we need to keep our files up to date. As per section 105.3.2 of the Florida Building Code, "An application fora permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filling, unless such application has been pursued in good faith or a permit has been issued." Please be advised that open permits will hinder your ability to refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, /%i7/''� Ismael Naranjo, CBO Building Department Official 305-795-2204 Florida Building Code Online • Page 1 of 2 Florida Department Busihes 0 Professiba Regulation Uotsue enUy.-�egilaief4iy: ri BCIS Home Log In User Registration ;; Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map • Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7561-R2 Application Type Revision Code Version 2010 Application Status Approved Comments Archived r 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 Dan Cooke Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491-3700 elitealum@aol.com Roofing Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Do Kim, P.E. developed the Evaluation Report, Florida License PE-49497 Quality Assurance Entity CI Professional Services Quality Assurance Contract Expiration Date 11/30/2014 Validated By James L. Buckner, P.E. at CBUCK Engineering F Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL7561 R2 COI Cart of Independence.odf 1714.2 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsgJkzX.72BeuC... 4/20/2012 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/21/2012 02/27/2012 03/01/2012 04/03/2012 mmary of Products FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite Panels 3"/4"/6"x0.024"xllb EPS Composite Panel, 3"/4"/6"x0.032x11b EPS Composite Panel, 3"/4"/6"x0.024"x21b EPS Composite Panel, 3"/4"/6"x0.030"x21b EPS Composite Panel, Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +80/-80 Other: In HVHZ, not to be used in structures considered living areas per FBC Section 1615 unless impact protection is provided. See installation drawing for allowable design pressures and spans. Installation Instructions FL7561 R2 II Elite FL7561-R2 2010 FBC Installation Dwo.odf Verified By: Do Kim, P.E. PE 49497 Created by Independent Third Party: Yes Evaluation Reports FL7561 R2 AE Elite Alum FL7561-R2 2010 FBC Evaluation.pdf Created by Independent Third Party: Yes Back Next Contact US :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterl5dbor.state.fl.us. Product Approval Accepts: securttvmErkIcs' CreditCarri http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuC... 4/20/2012 DO Kim & ASSOCIATES, LLC CON5ULTINIO STRUCTURAL ENGINEERS Limitations and Condition of Use 1. Code Compliance a • The product assembly described herein has demonstrated compliance with the Flor ida Building Code (FBC) 2010, Section 1714.2. 2. Large and small missile impact resistance has NOT been tested to or evaluated for in this approval In I-IVHZ, this product shall be used in structures "not to be considered living areas" per Section 1 615 unless impact resistance in accordance to the HVi-iZ 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 al] 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 carpenter brand EPS 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' (cxt) rating and are NER-501 approved 7. This specification has been designed and shall be fabricated in accordance with the requirements of the 2010 Florida Building Code, composite panels comply with Chapter '7 Section 719, Chapter 8 Section 803, Class A interior finish, and Chapter.26 Section 2603. All local building code amendments'shal I 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 loads tables and spans in this approval, 9. Deflection limits and allowable spans have been listed to meet 2010 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.. Allowable panel spans shall not exceed those listed in the tables of DWG.. FL-1001. Do Kim, P.F FL #4949 P.O. Box 10039 Iampa. FL 33679 813 857-9955 dk@dokimengiccring.net Sheet 3 of 3 ELITE PANEL SPAN TABLES 3' x 0 024 x l - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PST/ HAX. ALLOVA3 E SPA 1 (TT) U90 L/120 L/180 L/240 10 1617 1176 15,61 .1431 e0 1414 7).4) 1022 1115 10 5175 1172 5.41 424 41.1 922 93 664 9115 56 r17 517 17a - 40 7.41 629 093 - 7e 67.1 451 - - r1 931 214 - - 4' x 0 024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) AL LOVABLE LOAD (PST) MAX ALLOWABLE SPAN (E7) L/80 L/120 L/1B11 L/246 le MR 10111 1737 :641 20 1516 5.11 71171 _Al 30 15.14 7250 1250 1160 ID m)) 310 1197 990 59 In 5.e2 744 623 Sn 91) 911 73) 164 N 950 95e 3a • LII 471 0(4 a62 1l4 - 6' x D024 x 1 - LB EPS PANELS <ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (P557 )1AX ALLOVA LE SPAN (ET) LIED L/120 L/I80 L/240 10 ZOOS mar h47 20m 81 1676 3906 1916 194 7) L913 7113 1915, 1110 4 1334 1134 034 134 91 m33 1210 121)- Ian 60 • IUD UP 1147 943 70 1144 1944 1031 S95 m eel oas 6.4) 147 3' x D032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PST) HAX ALLOWABLE SPAN CET) L/80 L/120 L/IBD L/290 61 1750 1791 1(.91 11136 1684 I5540 1436 1315 30 1117 14 td 1131 0.76 40 1319 1736 MS .34 10 1222 1025 101 076 60 3175 335 bit - 75 A27 645 - - 4 69 - 797 456 - - 4' x 0032 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PST) MAX ALLOV.48LE SPAN cr7) L/80 L/120 L/180 L/240 01 rum ram 2w11 1024 29 1161 seat 17.N 7174 10 10.17 17A9 Ile) 114 40 1972 1974 1224 971 10 1320 119) 912 121 86 1134 1224 760 L75 70 12441 1049 436 - 60 ALAS 974 117 - 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN_ CHARTS) ALLOWABLE LOAD (esr) MAX ALLOWABLE SPAN (ET) L/90 L/1'EV LIIBD L/240 16 RAID a4-01 2451 23.4E 91 2134 e17 -122 2670 20 2P_s9 2143 1944 1710 40 29116 e069. 17.12 lam so tam (1147 1442 Ina2 611- Isla 499 1122 7.42 7o 17a4 1534 IV 4.7E 70 tan 1572 7,4 LOS 3' x 0024 x 2 - LB EPS PANELS <ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LEAD (P5.7) MAX ALLOWABLE SPAN tr7> L/E0 L/1211 L/18D L/249 1) 144) 1691 50131 17-14 24 1571 1766 1676 L91b 30 7961 1636 1441 72.e6 40 1149 15116 IRAs aK 'A late 4.7.76 7151 736 SO 12917 12AG B57 4.67 79 1157 UM 692 2.17 10 1116 966 467 - 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (1)Sr) HA] ALLOWABLE SPAN orb L/90 L/120 L/180 L/240 to m67 2L07 rile 0157 24 2977 2277 1946 ta76 10 17.11 LI 7 16.71 1653 42 !Lai 1934 16.55 1454 56 17J6 17.16 1409 tell 84 11AS 14.96 1324 9.93 7e 1471 1470 1150 772 ao I115 1155 9.91 551 6' x 0024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSr) :14X ALLOWABLE SPAN (FT) UBD L/120 L/180 L/240 ID 2193 4193 2196 9166 91 212e 232O nen . 22(5 31 mil 77A7 221a 21-3 47 21.75 e175 21.33 2421 91 2112 2123 6941 -1147 60 2927 2220 19.64 17.14 70 10.37 1137 1476 1661 en 1114 1e114 1/.94 L549 GENERAL NOTES I. Campesite lunell Mall he ecrosbmied m ins tIpe3063-H154 aluminmm firings, I or2 PCF AS7741 C-579 carpenter bland EPS edhne to alunme m facings with Ashland CTemical2620D ISO gip F21wlcatoo lobe by E61a pool pathless only is acenntlge wilh]ppm4ed 561iealioamelhods. 2. Hie mofpaneis maiEsina UL 1715 (int) dem'13' (asth llli11g and are .te.R 501 pp and. 3 This sped fieaowlasbeen 6t a ra nidsbnibaIlb(icaledmexathneewithtbe7egldtementsat the 9116nm-deBeilding Cafe, oonepcsitepanelscomply with Chien' 7Semioa719,Clupter8Sodi i803,C1>®AinterivdIdsh,andChapter26 Sealcn 2603. All local =Mos cock amend omai shalt be adhered 6.) n0 ere e7d 4 The desgetta5hdiMannino lyseceps moeinxrMicpradicethe 9llo1Alle693d56vsiaesleci6ctoa3(etnEtfiona(mchrliog t11u1 cblabi1a11iom) ming the dell feu the allowable kg&t1tables and spans in this apprised 5 Dellectimn limiasand allowable !pone lave ban hired to meet 2010 FBC iachiding the It WIZ to EVt1A ibis predict shall the media drieturel'ua lobe t4aaLbt!d Ming alesd' per Barber 1615 eta insect resistance in accordance tote HVHZ requirommb ow met 6. Safety factor of 1I) has Veen use to devetcp allowlife iamb and gpans Emu to gin aocao}anea to the Guidelines mr AlennilmmSirixiwesPat Iand cm: eansto111e2R10FBC0lrer16and V. 7 Testis; hastetaconductedin=corrhnee(oASTMEft-0S:StrmphTotofFelcets6xBuldingCmstrodan 8. Reference lest 14p011CHEI603-1988,HEF).06-2104,11Eft16.2C66,HE71-05-2105.I1rf1-C6-2067, H=F1.05.1802, EIEft- OS-2I07, RBTI-05-1937,HET1.06-Z069,11E11-06-207% FErt-06-arl , HETI-05-1991,1 OT1.05-199I, TIE 71•C6-207], HEI1-06.2013, HET1-06-2374, iET1-05-1996,HETI-0S-1969, Hal 405-1997,HSTI-65•I983,11ETWS-1993,E16'Il•05• 1990, HR FF65-1957, HE11-05.2037, HETI-413.2(Q9, HEfi-05-2039, HEf 1-0i2030, HET t-05-2O41, HE f (L5-N148,11E I I- OS4036, HEI7-03-2031, HETI-05.2036, I101145.2C65, AKT1-05-21110, FIBT7-0Sx14I. 9. Lmeariseexprrht!eshall bedteaedfrs figures within thctables tawn. 10 Panels with fan beams Mall be cm3idewed ogtrivakot to simile poets without tho beams Design prdessiOus1D may mchde the Mansell) isf the fan beam io =[teed Amu fteurei ex tart risiiu-sPotifio ens iaeeria¢ STA...00<1 ,6111I 204106103 C61e14L'G 3' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD <PSF) I) NAX AL1.0VABLE SPAN (aI) L/80 01!1 L/120 .awl L/1,80 1A43 L1240 19711 21 1912 t615 2) 40 17.93 1691 11.3 1535 1'1.73 13N 1165 1141 w 1574 7540 earn a T) 1414 11111 1169 194 • 1681 631 4.R 4 06 res L4A6 L13 652 160 4' x 0030 x 2 - LB EPS PANELS <ALLOWABLE CLEAR SPAN CHARTS) ALLOYAELE LOSE (psi-) MAX ALLOWABLE SPAN tr1) L/80 L/120 L/100 L/2.40 11 24.17 2417 24.17 2417 is 0314 wRI 2141 )111 30 40 2237 21.51 7257 2151 2191 2639 0111 1971 50 2a41 e643 1191 1140 SO ls_19 1117 17-1/ 14.70 10 10-13 7933 396 259 SO 17I5 1731 Isa u49 6' x 0 030 x 2' - LS EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD cpsr) 4AX ALLOWABLE SPAN (IT) L/B3 1 L/120 L/180 U240 3) 2457 24e1 0410 2194 ID e155 2365 4314 229/ 30 22.91 20A4 0o39 2161 o 4. E3 P223 2124 26o . 70 2152 21O 310 1i66 40 2092 e192 2736 1337 70 mil 2)11 10.41 1797 e0 41.40 19-) 1907 16469 0000•00000(7 t- )0000•00000 _97f10 C2(Ia6 1 75.0 SE[rE14 SLEPE 00000000000 ./4 4" N13 YI010 Per t6e1LiD 0 PALL 11/eV: T qR SLOP' ITS COVE 111 Ot e19 0000 OQ0 00000000 4R' ALuiOul 3011151 ,3 1-0 CLEAR 'PAN 0.) 11012E 0 14310E +00 L1e:1!6I46 Or 6E060 n0 amyl tE r4R ROW [(TILT OTT 6 h1=P6RT1115 STP0:7l3E 0EIA4 S/ THIS 09 AN/ 070Ee r),G9.2(2 kg0 oeo d50 1HCo,ISi err 000 V/LL 2(1 TOTAL P00 PAA2L 9310 b00 tip 0 a -� DPnmUL 1Tl e W VIR CAP 35. 11A1 PI r96JT 1 RSA Lc PANEL 6110100 a SITES O2' HAS Ai S10r.0. EPS ROOF PANED SPAN DESCRIPTION DO KIM D AO1OG7ATEe, LI-0 CONSULTING STRUCTURAL. ENGINEERS poem !On 111311 741(11510T4 m6( r6e(e111)4744662 saxes tleenistsso 7� W402175417417./1R 1.2224 si A 09 24/1.123 02a0T H7Y41Ct4RW-Y4 7,7 60 SME22e41246119e 7109114T/49 9-6/9 0.00 169) 013 ar41260)9r. arc Ai/11L11a *ATM 210112 "Drawing -No '-FL-1 COI 94E?1 ICF 1 DO KIM 8c ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Florida Board of Engineers Certificate of Authorization No.. 26887 Product Evaluation Report Date: February 27, 2012 Report No .: FL# 756 I -R2 Product Category: Product sub -category: Product Name: Manufacturer: Scope: Roofing Other EPS Foam Core w/ Aluminum Skin Composite Panels Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 Phone: 800-421-0682 This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P..E. for Elite Aluminum Corporation is based on Rule 9N-3 005, 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 (2010 Edition) 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 P.O.. Box 10039 Tampa, FL. 33679 813.857-9955 dk@dokimengineering net Sheet 1 of 3 Do KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Supporting Documents 1 Code Compliance ,a: The product assembly described herein has demonstrated compliance with the Florida Building Code (FBC) 2010, Section 1714.2.. 2. Drawings: a Drawing No. FL-1001 titled" EPS Foam Core Composite Panels", sheet 1-1, prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E.. 3.. Testing a. Testing per ASTM E72-05 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, HEII-05-2030, HETI-05-2041, HETI-05-2048, HETI-05-2036, HETI-05-2031, HEII-05-20.38, HETI-05-2065, HETI-05-2040, HET1-05-2042.. 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 CI Professional Services, Inc. Do Kim, P..E. FL #49497 P 0 Box 10039 Tampa, FL 33679 813..857-9955 dk@dokimengieering net Sheet 2 of 3 °rip eta its .40 4 4.1 ,4 N. swc 1.. L8 eQcW Aietave ei a '1` _ .ing to the Plat thereof as recorded in the Plat Book No. 12 sL: Pgge No. 59 of the public records of MIAMI-DADE County, Florida. Property Address: 53 NW 99 ST, MIAMI SHORES, FL 33150 For: ELIZABETH CHOWNING LOCATION SKETCH •scale 14= NT,S. 5 14 ?•6 -'n 9 e t - 7 4 c ., 5 4 I OMP"'V )00 21 22 2,3 2.4 '28 r 6 ivr,v ABBREVIATION AND MEANING A. ARC A/C. MR CONIXTICNER PAD. A.E. ANCHOR EASEMENT. ALLMINIUW ROOF. A/S. ALUINRILAI SHED. ASPi-L. ASPHALT, B.C.. BLOCK COPNER. BULDINC. BAL.. BDtCH HARK BAES OF BEARIHM. CALCULATE) CAIBASIN. CONCRETE FILM( MU CONCRETE BLECK WALL. CH.a.- CHORD DEMING O.. CLEAR C.LF.. CHAIN UNK FIRM. C.U.E. CANAL MANTENANM EASE:NEM. CCNC-. CONCRETE CP.. CONC. PORCH, C-S.. CONCRETE SLAB. MANAGE EASEMENT . • DRAINAGE MAINTENANCE EASEHENTS DFIVE. DRIVEWAY • DECREES E. EAST. • ELECTRIC TRANSFORMER PAD ELM- ELEvKnow ENO.- F.H.- FIRE HYDRANT, FIR.. FOUND NCO PIPE • FOUND !RCN R. ENZ.. Fet. FT. FFRP.. F.N.. 11.. LP. LF.E. FINESNED FLOOR ELEVATIOL MIND NAL & DISK. FRAME FEE7. 1-EutrAl.. NATIONAL INSURA,NCE FOUND NAL 14IC4 (REN) NORM AND EGRESS EASEMENT UOHT POLE LOWEST FLOOR ELEVATION. LAKE 14ANTENMCE EASMENT LaNurES. &LEASURE) DISTANCE. WA+. littiVHENT UNE. N.A.P.- NOT A PART OF, FiGNO. NATIONAL GEODETIC VERTICAL DATUM. N.. PORTO. H.T.S.- NOT TO SCALE. NVI48E:R. 0/S. OFFSET. •ON.. OVERHEAD OVERHEAD UTILITY LINES OW. EAMANG FWAFT.. PAVEMENT. PL. PLANTER. PROPERTY URE. P.C.G. PONT OF CCVPOUND OJRW P.C.. POSIT OF CURVE. PT.. PIRNT CF TANGENCY. POC.. POINT OF COMMENODIDIT. PEE... PONT OF EIEONNING. P.R.C.- PONT OF REVERSE CURVE P.a.. PLAT BDOF. • PAGE. PWY., PAANWAY. PRY. PERmANEHT FIZETENCE MOHLWENT. PROFESSNAL LAND SURVEYCP- FL. RECORD OISTANa. RR.. RAIL ROAD. RES.. RESICOIM. fit*. RIGHT-Gf-WAY, RAO.. RADIUS OF RADIAL R.P.- RADIUS PONT, R. RANGE SEC.. SEVarm. STY.. 57CRY. SW.. SIDEWALK. SJ.P.. SET iRCN PIPE L.B. 06044, S. scum. . SECONDS T. TANGENT. TVP.TOVINSHP. UTIL. UTILITY. UP.- UTILITY PCLE. • WATER METER. W.F.. ROOD FENCE. Mc= SHED. w/R. wOOD MOE. • - CENTRAL ANGLE • - CENTER UNE ▪ ANGLE. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): MIRE 1LAY BE EASENDITS =ORM) N THE PUBUC !WORDS NOT SHINN ON THIS SURVEY ptiNposE cr Ntes suRvEr t5 FOR USE Of Cfn'Ameo NsuaftscE AND MAKING AND %MU) NOT BE USED Me ocHsTRI.JoDON PURPOSES EXAMINADO4S OF IFIE ABSTRACT OF TITLE •t/ILL NAVE TO BE MADE TO DETERMIC RECORDED Eslausocks, FA.IFF. ArrECTItgl 'BE PREPERTY. MS SURVEY tS SUBJECT TO DED/CADOWS, LurTA,DoNs, elsonCileNS. lesERvAlicNS OR EASEMENTS OF RECORD. ram IIESCRPTINS MOWED BY CUNT OR ATTESTING IDLE COMPANY. BOUNDARY SURVEY YEARS A DRAWNG AND/ CA A 011APTSC REPRESENTADON OF TM MONEY MIRK PEIFERNED IN THE MLA COULD OE DRAIN AT A SNOW SCALE AND/OR NOT TO SCALE. moons AS DIDIN ME PO PLAT BOCK. UNLESS ODIERIKSE SNOW DE TERM -ENCROACHRDer MEANS itISSLE AND AUK GROUND DOC/ION:H/04T5. ARC s SH.AU. AMITY ZONINC RECULATINS. RESITOCIMS ARO SETBMILS AND THEY TAU BE ICESPENGELE Cr SUBBILTIM FIAT PLANS MN 17C CORRECT ItIFORIATION FOR MDR APPROVAL MR AUTHGAIZATION TO AUTHORITIES of A NEW coNsTRueDeNs, uNLE:$3 OThERWSE NOTED. MS Mu HAS NOT ATTE/PIED TO LOCATE FOOTING AND/OR FOUNDATIONS FENCE ORMEItINIP NOT DETERMED. DOS RAN Cr DAVEY, HAS KEN PREPARED FOR THE EXCLUSIVE USE OF iHr &Mrs NAMED HEREcN, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE F/40 FLOOD MAPS HAVE DESKNATED THE istREN oEsoNBED LAND TO RE Date: 03/04/2004 LEGEND TYPICAL CIF= CHAIN LINK FENCE C.O.S. WALL (ClitWi FENM OVERHEAD UTILITY LINES WF-W000 FENCE = EXISTING ELEVATIONS, = PROPOSED ELEVATIONS. t/FIYEYORS'S NOTES: 1). ir SiCAML Tr.ATINM ARE REIRRCD TO AN ASSuMED 1/ERDIVI, BY SAD PLAT IR DE ROCS/PIM Cr THE PROPERTY. F NOT, DEmpios An REFERRED TO ctx.Nar. TORNsHLP NAM. 2. F snow* • ELEvAlms ARE REFERRED To Diff D.EV. FEET. OF N.O.V.D. OF tezo. 3). THIS 15 A SPEOFIC PURPOSE SRIvEY, 4). THE CLOSURE IN THE BOUNDARY SURVEY ES ABOVE I: 75DO FT I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEFcEON, As RECENTLY SURVEYED AND DRAWN UNDER MY SUPER COMPUES V.1Th THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD Cf PROFESCNAL LAND SURVEYORS IN CHAPTER 51017-6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027. FLORIDA STATUTES. MARRA (DATE OF nap moo PROftSSICRAL LAND SIAYLIoR'so.65'37 STATE OF FLORIDA (VAUD COPIES OF THIS SURVEY MU.. BEAR THE EMBOSSED SEAL OF THE "AMMO LAND SURVEI111), REV= CO: • REVISED Situated in Zone: X Community/Panel/Suffix: 120852-0091-J 1 S\- -t NG 1 u sE cgs .._ kv 0 t3 atS "AI aot,, W70. 0 'LA" SW-16 st-A42�._ o tit `/ -%go C 14( (41k14-1)1eZ' -r/ce d4"s 4- -*-1 r ice. �ca to LL- tret tat, F-t,Q, 'tabto g-G 12 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COt JNTY RULES AND REGULATIONS 0IA) IVte - t-CPc C OWNi4G �tt 53 Nw.99 s; ,� OD $ ti— sue-', - tzTtcQ!, 41' jl1L DESIGNER: Architect/Engineer: Miami Shores Village- ,4'6 ECE V1D Building ,Department 1 zoiz 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: ,G 3 AN/ qh S� City: Folio/Parcel#: FBC 20 Permit No. -C l2 3(07 Master Permit No. ROOFING Miami Shores County: Miami Dade Zip: tI.-31C)(~dg'05CD Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): CL I f2-4'i e4k C h:OwV 1 ✓t Phone#:(3(6/ + !$ S^`gt ' i Address: 5 3 / V � 41 5 - Pi k41 1 Sli 0 Ni s ( Jv cv City: 1 H M i S k'L6w`e's State: I- C- Zip: Tenant/Lessee Name: Phone#: h 'ld Phone#:C () OS) �e- g� Email: CONTRACTOR: Company Name: ((I71 14I Address: 1 � I'i I sw c 3(1- & _ 7 City: S �/t/ Vt( 5 State: r)!-- Zip: 13/�,5/ Qualifier Name: A' V1. ,'O 1' u-y V 'c) Phone#: ( �0 S) 4'S d "e7 State Certification or Registration #: C 6 ( 15 — 0' $ dr°Certificate of Competency #: Contact Phone#: Email Address: cis' 777 I7LS "37cSaPti 17 o+ Phone#: Value of Work forRthis Permit: $ ` �� Square/Linear Footage of Work: x k `I Type of Work:Addition ❑Alteration New ❑Repair/Replace ❑Demolition 1 1 k ...� r t Description of Work.4 1) U (AV- rr ! 2 lc 6 r �'1 .. K•' ti, It 6t }. • r L. Color thru tile: ***************************************Fees******************************************** Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ _ Radon Fee $ DBPR $ Bond $ - Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) /vM Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City , . . State Zip 4 . 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 the 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, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will`be done in compliance with all applicable laws regulating construction and zoning. t "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.'' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will ;,fit be ap• • :d and a reinspection fee will be charge Signature `;��j��' y� ,��pT Signature Owner or Age Contractor I The foregoing instrument was ackn--wledged before me thi The foregoin instrument was acknowledged before me this %.S 1 day of I Z 120 __(_Z,by Z,.t day of �. _ ' ; 20 by who is personally _known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUB Sign: Print: My Commission MY COMMISSION # DD 973978 7 EXPIRES: March 28, 2014 *: ` Bonded Thru Notary Public Unde write s r APPROVED BY Plans Examiner Structural Review as identification and who did take an oath. NOTARY PUBLIC: Zoning Clerk (Revised 5/2/2012)(Revised 3/I2/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Joanna Feliciano From: Denise Delgado <denise.delgado08@gmail.com> Sent: Thursday, June 11, 2015 9:54 AM To: Joanna Feliciano Cc: Alexander J Miqueli Subject: Permit Closure: No work done (Parcel 1131010180500) RE: 53 NW 99 Street Miami Shores, FL 33150 Parcel 1131010180500 Joanna, JUN 11 2015 This letter is to inform you that as of 6/11/15, no residential construction (patio covering) work was done to the property. The open/expired permit #RC-5-12-868 from 2012 needs to be closed. Please let me know if you have any questions, and what the next steps would be. Thank you, Denise Denise Delgado (Owner) 646.573.2213 53 NW 99 Street Miami Shores, FL 33150 denise.delgado08@gmail.com 1 J" Property Search Application - Miami -Dade County Page 1 of 8 Address Owner Name Folio SEARCH: 53 NW 99 St. Back to Search Results PROPERTY INFORMATION Folio: 11-3101-018-0500 Sub -Division: NAVARRO SUB Property Address 53 NW 99 ST Miami Shores , FL 33150-1740 Owner ALEXANDER J MIQUELLI JTRS DENISE DELGADO JTRS Mailing Address 1906SW21 ST MIAMI , FL 33145 Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds I Baths I Half 2/ 1/ 0 Floors 1 Suite 4 http://www.miamidade.gov/propertysearch/ 6/29/2015 Property Search Application - Miami -Dade County Page 2 of 8 Living Units Actual Area Living Area Adjusted Area Lot Size Year Built Featured Online Tools 1 1,518 Sq.Ft 1,056 Sq.Ft 1,310 Sq.Ft 8,100 Sq.Ft 1939 http://www.miamidade.gov/propertysearch/ 6/29/2015 Property Search Application - Miami -Dade County Page 3 of 8 Comparable Sales Glossary Non -Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice View Taxes ASSESSMENT INFORMATION 2015 IMPORTANT NOTICE: The assessment and exemption values currently shown are preliminary and are subject to change un Year Land Value Building Value Extra Feature Value Market Value 2015 $131,771 $115,490 $1,550 $248,811 2014 $109,472 $90,436 $1,570 $201,478 Assessed Value TAXABLE VALUE INFORMATION L COUNTY Exemption Value Taxable Value SCHOOL BOARD Exemption Value Taxable Value $248,811 $168,234 2015 2014 2013 $0 $248,811 $50,000 $118,234 $0 $248,811 $50,000 $115,748 $25,000 $25,000 $143,234 $140,748 CITY ii Exemption Value $0 $50,000 $50,000 Taxable Value $248,811 $118,234 $115,748 II Il REGIONAL Exemption Value $0 $50,000 $50,000 Taxable Value $248,811 $118,234 $115,748 [iENEFITS INFORMATION Benefit Save Our Homes Cap Type 2015 2014 2013 Assessment Reduction $33,244 http://www.miamidade.gov/propertysearch/ 6/29/2015 Property Search Application - Miami -Dade County Page 4 of 8 03/01/1972 Homestead Exemption Second Homestead Exemption Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). FULL LEGAL DESCRIPTION NAVARRO SUB PB 12-59 E1/2 OF LOT 19- LOT 20 BLK 5 LOT SIZE 75.000 X 108 OR 18477-0506 02 1999 1 COC 22223-4823 04 2004 1 SALES INFORMATION Previous Sale Price 10/20/2014 $350,000 04/01/2004 $252,000 02/01/1999 $105,000 12/01/1997 $91,500 j 12/01/1993 $64,000 03/01/1976 $39,000 02/01/1973 $38,500 $32,000 OR Book -Page 29362-2249 22223-4823 18477-0506 17909-0675 16183-0711 00000-00000 00000-00000 00000-00000 $25,000 $25,000 $25,000 $25,000 Qualification Description Qual by exam of deed 2008 and prior year sales; Qual by exam of deed 2008 and prior year sales; Qual by exam of deed 2008 and prior year sales; Qual by exam of deed 2008 and prior year sales; Qual by exam of deed 2008 and prior year sales; Qual by exam of deed 2008 and prior year sales; Qual by exam of deed 2008 and prior year sales; Qual by exam of deed For more information about the Department of Revenue's Sales Qualification Codes. 2015 2014 2013 LAND INFORMATION Land Use Muni Zone GENERAL R-14.25, R-15 PA Zone Previous Owner 1 ELIZABETH J CHOWNING Unit Type 0800 - SGL FAMILY -1701-1900 SQ Front Ft. BUILDING INFORMATION Building Number Sub Area Year Built 1 1 Building Sketches Available! 1939 Actual Sq.Ft. Living Sq.Ft. 1,518 1,056 Units 75.00 Calc Value 11 $131,771 Adj Sq.Ft. 1,310 Calc Value http://www.miamidade.gov/propertysearch/ 6/29/2015 Property Search Application - Miami -Dade County Page 5 of 8 EXTRA FEATURES Description Year Built Chain -link Fence 4-5 ft high 1990 Patio - Concrete Slab w/Roof Aluminum or Fiber 1990 ADDITIONAL INFORMATION Units 125 135 Calc Value $780 $770 * The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY Zoning Code: R15 - Existing Land Use: 10 - SINGLE-FAMILY, MED.-DENSITY (2-5 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District Miami -Dade County Bulletin Board Non -Ad Valorem Assessments School Board South Florida Water Mgmt District Tax Collector The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 6/29/2015 Property Search Application - Miami -Dade County Page 6 of 8 For inquiries and suggestions email us at http://www.miamidade.gov/pa/email/ASP/formNew.asp. Version: 2.0.3 EXEMPTIONS & BENEFITS Deployed Military Disability Exemptions Homestead Institutional Senior Citizens More > REAL ESTATE 40 Yr Building Re -Certification Appealing Your Assessment Defective Drywall Folio Numbers Mortgage Fraud More > TANGIBLE PERSONAL PROPERTY Appealing your Assessment Assessment Information Search Exemptions http://www.miamidade.gov/propertysearch/ 6/29/2015 Property Search Application - Miami -Dade County Page 7 of 8 Extension Requests Filing Returns More > PUBLIC RECORDS Address Blocking Change of Name Change of Address Change of Ownership & Title Declaration of Condominium More > ONLINE TOOLS Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability More > TAX ROLL ADMINISTRATION Appealing your Assessment http://www.miamidade.gov/propertysearch/ 6/29/2015 Property Search Application - Miami -Dade County Page 8 of 8 Reports More > http://www.miamidade.gov/propertysearch/ 6/29/2015 'Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. RC-5-12-868 Permit Type: Re &alai Construction Work Ciassification: Addititoni teration Issue Date: Not Issued Expires:NOt Issued Folio Number:1131010180500 Owner's Name: ELIZABETH J CHOWNING Job Address: 53 99 Street Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: (305)753-8874 72 $ 950.00 Contractor(s) RECOL INC Phone (305)688-8687 Primary Contractor Yes i Planning and Zoning Criteria and Comments Approved: No Date Denied: 5/18/2012 Comments: THE TOTAL FLAT ROOF AREA FOR THE RESIDENCE CAN NOT EXCEED 300 SQ FT. PLEASE CALCULATE THE AREA OF EXISTING FLAT ROOF AND THE AREA OF PROPOSED FLAT ROOF. , Florida Building Code Online Page 1 of 2 Florida Departm Busines Profess' Regulation ucense CtiCndy. Skintatetalily, rafessiaaa Regulatmp BCIS Home Log In User Registration ; Hot Topics ! Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map ! Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7561-R2 Application Type Revision Code Version 2010 Application Status Approved Comments Archived F 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 Dan Cooke Address/Phone/Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491-3700 elitealum@aol.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Roofing Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 17 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Do Kim, P.E. developed the Evaluation Report Florida License PE-49497 Quality Assurance Entity CI Professional Services Quality Assurance Contract Expiration Date 11/30/2014 Validated By James L. Buckner, P.E. at CBUCK Engineering F Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R2 COI Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1714.2 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsgJkzX72BeuC..: 4/20/2012 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/21/2012 02/27/2012 03/01/2012 04/03/2012 Summary of Products FL # Model, Number or Name Description 7561.1 Aluminum/Aluminum Composite Panels 3"/4"/6"x0.024"xllb EPS Composite Panel, 3"/4"/6"x0.032x11b EPS Composite Panel, 3"/4"/6"x0.024"x21b EPS Composite Panel, 3"/4"/6"x0.030"x21b EPS Composite Panel, Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +80/-80 Other: In HVHZ, not to be used in structures considered living areas per FBC Section 1615 unless impact protection is provided. See Installation drawing for allowable design pressures and spans. Installation Instructions FL7561 R2 II Elite FL7561-R2 2010 FBC Installation Dwq.Ddf Verified By: Do Kim, P.E. PE 49497 Created by Independent Third Party: Yes Evaluation Reports FL7561 R2 AE Elite Alum FL7561-R2 2010 FBC Evaluation.pdf Created by Independent Third Party: Yes Back Next Contact U5 :: 1940 North Monroe Street, Tallahassee FL 32399.phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterfadbor.state.fl.us. Product Approval Accepts: uritvur.rsucv http://www: floridabuilding.org/pr/pr_app_dtl. aspx?param=WGEVXQwtDgsgJkzX72BeuC... 4/20/2012 DO KIM & ASSOCIATES, LLC C ON5ULTINI5 STRUCTURAL ENGINEERS Limitations and Condition of Use 1. Code Compliance a ' The product assembly described herein has demonstrated compliance with the Florida Building Code (FBC) 2010, Section 1714.2. 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 1615 unless impact resistance in accordance to the 1-11/1-LZ 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 carpenter brand EPS 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 17] 5 (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 2010 F lorida Building Code, composite panels comply with Chapter '7 Section 719, 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 loads tables and spans in this approval, 9. Deflection limits and allowable spans have been listed to meet 2010 FBC including the HVHZ- (L./80 for spans < I2'-0" and L/180 for spans >.I 2'.-0") 10. All supporting host structures shall be designed to resist all superimposed loads 1.1. 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-1 001 b.. Allowable panel spans shall not exceed those listed in the tables of DWG.. FL-1001, Do Kim, P.F.. FL #4949 P.O.Box 10039 Tampa. FL 33679 813 857-9955 dk@dokimcnniecring. net Sheet 3 of 3 ELITE PANEL SPAN TABLES 3' x 0024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOVABLE LOU/ (PSF) HAX. ALLOWA3LE SPA I (rr> LJ80 L/120 L/180 L/240 ID 1477 13>6 Ii67 14)) en Llta D44 tee 1135 30 (072 we Art 441 4o 9.22 9M 660 2115 50 817 117 379 - 60 7.0 05 3se - 7e 6?I 451 - - eD 43 al4 - _ 4' x 0024 x 1 - LB EPS PANELS <ALLOWABLE CLEAR SPAN CHARTS) AL LOVABLE LOAD (PSB') MAX ALLOWABLE SPA! On) L/BO L/120 LIMB L/240 l0 7919 49» 0717 7I~13 20 ISIa tint ISM LL35 30 1234 14114 12.50 1114 40 1197 7197 1097 . 920 9a 291 9.92 9A6 62? 00 111 932 741 154 70 242 DM 552 L17 (» 942 9R 344 - 6' x D024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD 4PSi7 ((AX ALLOVAELE SPA?! (FT) 1J80 L/120 L/180 L/240 10 Z740 21.24 it,? Rai bll see 1301 1d16 Iat4 7) 15.13 1113 (91) • 111E 44 1331 1131 1374 434 - 91 12.31' 1210 123)- 164E 10 • n37 Ili? Ile) 1143 re ILN 1014 101e 1.95 4 9/1 935 64) 3.0 3' x D032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PST) NAX ALLOWABLE SPAr (TT) L/80 L/t20 L/160 L/240 47 17.30 1931 14.91 1395 74 [641 1144 1436 1115 30 1117 14 td lull e.36 40 1349 124 � .56 30 1220 1025 111 075 6D 313 9.36 26c - 71 127 545 - - 01 - 3m 456 - - 4' x 0032 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PM PA)( ALLOWABLE SPA,! trO, L/80 L/120 L/180 L/240 A P10.0 6110 241 1924 20 1961 (924 47-49 1474 3a WV (7A9 - ll 4 1121 10 1572 1114 1224 8.74 50 1700 1399 512 121 60 1134 1224 740 1.75 70 1210 (041 633 - 49 4193 n74 OS - 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSI') (4AX ALLOWABLE SPIN (F7) L/90 L/le0 L/186 L/240 11 Um 24.01 24..11 2142 31 2134 2135 211E e422 11 22.19 243 1114 1709 10 290E e039- 17.N ' late so Mt 5147 1442 1042 14 IOU !(.99 1129 7.12 10 4724 1530 182 4.2E 70 154E 137E / 42 tee 3' x 0024 x 2 - LB EPS PANELS <ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (P5:) NAX ALLOWABLE SPAN (rT) L/E0 L/120 L/1B0 L/2441 71 493) 1690 21411 17.64 01 11111 1764 11.76 1.716 30 ' 1501 44.1% (4A1 1214 40 MI, 13411 IL16 illy 20 141) 17.71 7151 736 S0 12e7 12A6 1197 147 7e 1137 ills "- 247 :9 11r6 906 407 - 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (4F7 HAl ALLOWABLE SPAN WI) L/80 L/I20 L/180 L/240 t0 D97 PL97 else el!7 29 247 2077 1996 t976 76 1397 1.157 1e21 1435 44 1031 1134 1435 1134 56 171E 1716 1499. 1213 N 1396 13.96 024 993 7e 1471 ls.7y 11:9 7-72 29 _ 111 1335 9.93 SDI 6' x 0024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) PLL0VALILE LOAD (PSr> W1X ALLOWABLE SPAN (fr) L/80 L/1.20 L/180 L/240 ID 2197 2193 2319 5.326 20 2324 2320 .000 . 2245 31 72.47 12A7 2244 203 47 2>.70 2173 2133 2)21 91 211E 211E 41449 '1947 60 713E 2123 VW 17.94 - b 17.57 145? 1411E 1601 Of 1074 19.14 17.94 154 9 GENERAL NOTES I. Commits fends dun beoomhadodBerg gpe3l»3-H1:4aluminium firma, 1or2PCFAST.IC-579tmpenlirbandEPS adhere to aluminum facings with Ashland Chem iea12670D ISO gip PabsireS0o0lobe by EISie panel pin dims ally (1i wand=e withsppaed 0lbricslion methods. 2. FNnmfpanels meiMain 9UL1713(m) trams 'B (mg rating and aleTlER-S01eppIand - 3 Thin SpadBracaohabeas &Spedmdllnilbehbriteed inaacartlaoeewith the 7egtmemmbrithe 31(DE/odds &tiding Cade, 0amp11406panda comply with Otigier 7 Stains 919, Chap ter 8 Sodim 803, Clam A interim 110lsh, and Chapter MS Seal co 2603. M local Midas code omendoeals shalt be mimed to as yearned 4 The Meister that delerndoebyaccepted e59gmeet6gpsedict7l}laallowa binkadsGasitestecificiota eciefstiens(mdv1(rg Land clltbilndottr) ming the 67b Dean the ;drawable Natty tablas mad spans in this 0p}v1r[d 5 Deflection liosandallowable!passtarobenlimedtomatt2010FBCioc(wling.theHVHZfnHVIIZSunpccdactsaD6a Ind inwilding] "(Id lobo COMM rtml Ming areas" per Seclica1613tmfnm®pact resistance in accordance la the HVHZ Iegn'attt®b ate met 6 SaietyfDoneor2Dbabemusetodewelt1dlama11*foetksariwoesDom,es(mgin=nauseafutileGuddefe0estcr Aluminum Stroclnres Pat I and catforms to 1he2010 FBCChmter 16 and 7 resilos has tom cordnasd in accordance toAS2M87243:StmphTestofPmxisfieBulldin0Comltntaiea 8. Refm=Ieslmarls HEIE05-1988,HEI-166-2104,HET1-06.2C66,HE77-O6-2103,HEA-C6-2067. ElE11.05.1CO2, F1:1E- 06-2101, HEE1-0S-I187,11ET1436-2769, IiE71062010, IIEr'E-06•0)71, FIE.TI-0$-1904,IEETI-05•1991, SID71C6-7i)72, RETI-06-2073, IfETI-0-2074,1ET145-1956,13bi 1-05-1989, HEE R05-1943, HET1-DS•I98i,H1E IKIS•1995, HE't)• 15 - 1990, HEIR05-1907, HE1I-017037, HEII-05,2(09, Hal-05-2039, EWRi-0S-2030, HET 140E 2041, HEIRS-204S, HE I 054036, FIET1-05-2001, HETI-054038, HEIRS-1 G5, HEM-OS-MO,103TPOS-2n42. 9. Lnear rierpolatmesdallbeallanditrfi@ueswithidmtlblesIcam. 10 Panels pith feu belum shall to ccn81 rnadegth alert to airily wogs witsa3l thu beams Design ¢dPsiunlls may include the hrenglh ci the fan bmm 10 exceed Amu figural s /ant rfsite-specific en#meeri4e SEM..00IT 141111 Ce4Tbem32 CWSkjr, 210'C 3' x 0.030 x 2 - LB CPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOVABLE WAD (PSF) NAX ALLf%ABLE SPAN if I) L/80 L/120 L/180 L/240 toIf 2 -1 EII0) 19.4_2 et Mel 191E 2- 1 Sr- 4435 I7.93 I V.53 I t9.7s 1329 14 1st* fi95 OH) 11.13 se 1574 751E t210 437 to 1144 I301 1001 6.50 7,1 1153 114 1134 4CS m YA6 71.4) dS2, 140 4' x 0030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSI-) HAX ALLOWABLE SPAN WWT) L/60 L/120 L/190 L/2411 17 24.17 2417 2417 2u7 in 1344 0437 21.01 0104 aa53 2131 2141 21.9) 2230 till ?111 1291 20 2045 2l145 1.1103 11e0 60 19J9 1339 1137 14.70 m 1633 11733 1.306 R59 e0 17 25 173 1435 1119 6' x 0 030 x 2' - L3 EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSI') MAX ALLOWABLE SPAN tell L/91 L/120 L/180 L/240 7) 3409 2sft _4p M91 70 045 3J65 03N teat 70 et 0.96 tem alas 40 teM 2223 ?Um N1re . 10 2317 21.0 2110 12116 40 4162 209E 2931. 14.07 70 201E 21.11 041 1707 s0 41.4D 1141 1607 1548 -r 0000.000000 )DODO • OOOOOC '47r15 Ec(IH6 121103 17C740( 4' 1415 010744 IN7C0t1L1t114 r PAWL tl/1'/rT (OH 11CP11 OOOn0o000000 ']i< O`O n 0 0 0 0 CPS CMS. IL1 m1 S4_0 0000000c 0 0 0 0 0 0 �,'� O O O d IO.-n„ 2: n ,t 0 0 0 0 -4 uwueull 2oTTu1 'mac II raving Iu'ooa 1-� MDR SPAN 0.) MILE ID 1113I01: -once•--00 -� C000 O D .43'0 1I-31m00( tF 00ao v+LL rat rum_ g09c4 7.R ►31Pa1e 00c O 13- JW`n02 11 000,0) 70 P D9100 71Jr ROW EB4ZLr11:16 1 11000411116 STPlr_DFE Kim 21 T713 ER 471E 9116-9 09117EC9 Wn@Ia- 0aT1 4 IR •, 3e(v•Cw 35' 11AY PI 7D001- 1 253 9 2.1144 11111114 0 SIMLS tlY NAY AT SN(21 EPS ROOF PANEL/ SPAN DESCRIPTION DCI KIM 01 AZ•OCrATES, LLD CONSULTING STR LI OTU RAL. ENGINEERS 20202 Tom 1li1t,p11>a6,0»1 :4e19109744012 MAX1L M-QbDin 7_ta 771?UCT PP140.a m :1e111145167077 /4010C10011001 71e®IM111161 2 P7Girf 49e47t to [I. ar.C®T: the 1 1105 AS4[9111 1170 91111E •Drawi?p (Io '-FL-1 COF DO KIM 8c ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Florida Board of Engineers Certificate of Authorization No.. 26887 Product Evaluation Report Date: February 27, 2012 Report No .: FL# 7561-R2 Product Category: Roofing Product sub -category: Other Product Name: EPS Foam Core w/ Aluminum Skin Composite Panels Manufacturer: Scope: Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 Phone: 800-421-0682 This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P..E, for Elite Aluminum Corporation is based on Rule 9N-.3.005, 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 (2010 Edition) 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 P.O.. Box 10039 813.857-9955 Tampa, FL. 33679 dk@dokimengineering net Sheet 1 of 3 DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Supporting Documents 1 Code Compliance a the product assembly described herein has demonstrated compliance with the Florida Building Code (FBC) 2010, Section 1714.2.. 2. Drawings: a Drawing No. FL-1001 titled" EPS Foam Core Composite Panels", sheet 1-I, prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E.. 3. Testing a. Testing per ASTM E72-05 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, HET[-06-2107, HETI-05-1987, HETI-06-2069, HEII-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HEII-06- 2072, HET[-06-207.3, HE TI-06-2074, HETI-05-1996, HETI-05-1989, HEII-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HETI-05-2037, HETI-05- 2029, HETI-05-2039, HEII-05-2030, HETI-05-2041, HET[-05-2048, HETI-05-2036, HET1-05-2031, HETI-05-20.38, 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 CI Professional Services, Inc. Do Kim, P..E. FL #49497 P 0 Box 10039 Tampa, FL 33679 813..857-9955 dk@dokimengieer ing net Sheet 2 of 3 /-ar-il .646r,1-5- cm/ AWAri fqaa —79 jr / or 45400, 75- 44e/W/L'Y so- 61:14 ac> LP, - tt\ •••7>-' Pet:-,2 7*, A-5,11. rwAr • 1 c)ck-c,5. -3 0 J.,4-1.v.mturroa _ .ing to the Plat thereof as recorded in the Plat Book No. 12 P4ge No. 59 of the public records of MIAMI-DADE County, Florida. Property Address: 53 NW 99 ST, MIAMI SHORES, FL 33150 For; ELIZABETH CHOWNING LOCATION SKETCH •Scale 1u= NT,S. 110.11/.1.72111.41 6 1,4t „ • or: ot . , UCAL: P049:41 1 b t . ow. "iu9 1111"11114, .) MEM ' 28 MISENIM - /WW • ABBREVIATION AND MEANING A- ARC A/C. MR COMM:HER PM). ALE.. ANCHOR EASEMENT. A/R. ALLBERRUM RDX, A/S- ALLAAIMAI SHED. ASE11... ASPHALT. KOCK CORNER. BLOC.. sua..0a-.. EUt... EDI-CH Woe FR. FT. FT4P.. N.. 04.41:ES.. BASS OF BEARRRL.e. CALCULATED LP. CATOi P +1)I LPL. CONCRETE BLOCK STRUCEURE1 CONCRETE BLOOC CHORD. CHUN) HEARING, CIL** CLEAR OiAIN 1.2.W FENCE. C.M.E. CANAL fmAISCIEHMEE EASEMENTS. CONC... CONCRETE C.P.- CONC. PEACK. CS.. CONCRETE StAB. D.E... OP.MAC*: FAS901.IT DRAINAGE MAKTDONCE EASEMENTS Eir,PE. DRIVEWAY • - DES. E. EAST. ET.P,.. ELECTRIC TRANSFORMER ENCR.... ENCROACHMENT. FA... FIRE HYDRANT. FAA.. FOUND (RCN PIPE FIR.. FOUND IRON ROD. FINESHED FLOCR ELEVATICRL MAD NM. & 0%3If • FRAME, I-EIRNAL NATIONAL INSURANCE FOUND NAL HIG4 (NOW) INGRESS A? EGRESS EASEMENT LICHT Paz. toVES-T FLOM ELEVATION. LAKE mANTEHANCE EASEMENT iotura. MEASURED =TAW:E. WI+. SAM:40LE aDNUNENT LINE. N-A.P... NOT A PART OF. MGtet)— RATIONAL Er-COVIC %/ERMA_ DATUM. N... NORM, N.T.S... NOT TO SCALE. NUMBER. 0/S. cf-FsET. 0.8... OVERHEAD O.H.L. OVERHEAD UTILITY UNES CNN. 0,4DvliANG PAIL. PAVEMENT. PL. PLANTER. PADPit. PROPERTY UNE P.C.C.. POINT OF COMPOUND CURVE POENT OF CURVE. PT... POINT OF TANGENCY. POO,. POINT OF CONLIERMAIXT. Pee.- POINT OF DN. P.R.C... POINT OF PZVERSE COMIC P.a.. PLAT ROCK, PG.. PACE Fef. PAPS:WAY. PRSI.. PERS/ANENT FrHERENZE MONUMENT, PROFESSONAL LAND SORATOI. R... RECCRORZ DISTANa. RR.- RAS- ROAD. RES. REMENM. R/W- RIOT -OF --WAY. RAD.. RADIUS OF RADIAL. R.P.. RADIUS POINT. RCE... RANCE. SECTION. STY:. STORY. S11g.• SOEWALX. Si).- SET MON PIPE LB. 0E444. s. SOUTH. - SECONDS T- TANGENT. THP.TOWNSHIP, VTR-. UTILITY. UP.- 4111LFIT POLE. W.M.m WATER METER. W.F.. W303 FENCE. W.S. ROOD SHED. W/R- )110O0 ROOF. 4 . CENTRAL ANGLE. CENTER USE mar - LEGAL. NOTES TO ACCOMPANY WETal OF SURVEY (SURVEY): 'mete MAY RE EASEMEKIS RECoRDED IN THE PUBUO on:CORDS NOT SWAN OH THIS SURVEY THE PURPOSE OF suRvey Ls FOR use IN OFETAJNNO WILE ROHM= AKO FINANC*tr. ARP SHOULD NOT BE USED FoR ccuSiRucTIOH MVO= CIMONARCHS OF THE ARSHIACT OF TITLE IsilLt. SAVE TO BE MACE TO benDultHE RE:I:MED fts7Ruooes, F ANT. runf+3 1LLE pmpERre THLs away es suB.EcT To ceDloolopm LIWTATIald. AMINE-11MS, REstRymions OR Dawns Dr.am LEGAL. DESCRPTICHS MIMEO HY CLEW CR ATTESTING TITLE 'Munn ecLAIDARy SURVEY LEANS A ORAVANC AM/ CR A GRAPPAC PEPRESENTATICN Of The ay oc BERFERL:ED IN THE FIELD, COULD BE ORATM AT A Stow SCALE ANVOR NOT TO SCALE. maws AS SHZAIM ARE poi PLAY eceR. LNLESS 0THERNm 910*. THE TERu 134cRoAcrmir NEARS.WI r AND mow otouto LINCROACHNENTS. AlloyEcTs SHALL wore EoNLND itrouLARE•cs, RESTINcroNs ANO SETBACKS AND THEY L. BE kEsPCNSLBLE OFSuEsiTTINO PLOT PLANS WIN "DE COILREOT RIFENUATICH FtftNER APPROV.U. FOR ALTHORIZA71011 TO AinmetrnEs IN A NEW cotsTRUCTIENS, UNLESS OTHERIASE NOTED, THES MN HAS NOT ATTEMPTED TO LOCATE FOOTIND ANDARI FOUNDADONS. FENCE CHNERSPIIP NOT DETERS Tits PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXIIISVE USE OF THE DanTES PLANED HEREON, THE CERTIFICATE 006 NOT EXTEND TO MY UNNAMED PARTY, THE REP f1.000 MAPS NAVE CIESGHATED THE WIREIN (rscRLBED ufo 108. Situated in Zone: X Date.: 03/04/200 LEGEND TYPICAL CLF. 0-1AiN UM< FENCE C.R.C. WALL (CESM W.IRON FENCE OW-A)IEAD UTLITY LINES sVFAIDOE) FENCE = EXISTING ELEVADOUS, = PROPOSED ELEVATIONS. ;UPVEYORS*S $OTESL 1). F tOWL BEARINGS ARE REFERRED TO AN ASSUME]) MERIDIAN, HY SAO PLAT 1/4 THE CESORPTICN CF THE PEIDENEfirt. F NOT, THEN BEAM= An REFERRED TO =NM TOMSHIP MAPS. 2). F SHOwti . ELEVATIONS ME REFERRED TO ELEV. FEET. OF N.C.Y.D. CF P.M 3). litS IS A spEoric PURPOSE. SLIFIYEY, 4). THE CLOSURE IN TINE BOUNDARY SURVEY IS ABOVE MOO FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY OF /fie PROPERTY DESCRIBED NEREOFL AFTs-NTLY SURVL rt.0 AND DRAWN UNDER MY SUPEAVISION, COMPUES WITH THE MINIMUM TECHINIC.AL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF pnoressoNAL LAND SUR'vETORS IN CHAPTER 8 1 01 7- 6, FLORIDA ADMINISTFLATEVE CODE PURSUANT ID 4720E7, FLORIDA STATUTES. 7 . !BARRA (DATE OF FlaD $11)100 PROFESSORAL LAND SURVEYOR NO. -6V37 STATE CF FLEPLIDA (VAUD COPIES OF THIS SURVEY U. BEAR Il MOWED SEAL OF THE Al 1t../iNG LAND SI.IRVEYDR). REVISE?) CO: ' REVISED ON: COMMunitV/PaneliSuffix: 120852-0()91-J • e"jzts\-110G kit:ruse.' 1'44s- PL_Nt,3 tiC Lc, rixAc 2 4 6eS rs‘,41 LL-ATED geroc---- 4.) to ,o bz..4" Ste -AN) ttk - }eXtVr-ti-sC, u4-4// et-QuA-N-100 s.t.kc 4- Gm.. Uri- b tt ter, 1..."6 0 Ars-ek-'—tb APPROVED Miami Shores Viila'Ac; BY i-•ATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDLIIAL STATE AND COUNTY RULES AND REGUI ATIONS E 011 \ MY 1 5 Zell Q,R-o(-obS 0 co tend\ L. t-C/61/4 CA4004.) INIG Q4i c) 0.‘iA•44t. SVO (1-46 t P1-- • k