|
NG
<br />4/6r2(l15
<br />Florida Department of Community
<br />2555 Slumwrd Oar Boulevard
<br />Tallahassee, FL 32399
<br />Regarding: All American Shutters and (fleas
<br />22ga & 24gs Storm Panels
<br />Project #15-2394
<br />To Whom h May Cow: j
<br />Please be advised that the blow -signed engineer does not have nor will acquire a
<br />financial interest in the company manufacturing or didributhtg the product(s) for which an
<br />evaluation report or validation oortification has been prepared, as referenced above. This
<br />ethgiueelr is not owned, operated, nor cxmtrolled by the manllfectu er or distributor noted above
<br />and does not bave any fiosncial interest in any other entity involved in the approval process of
<br />the above -noted prodact(s).
<br />may, �� ...Bak
<br />�. 4W9
<br />Frank L.Bemmrdo P.B. WIEOF
<br />Frank L. Bernardo, P E., Imo. p ROR10� •'
<br />FL PE 0046549 roNA...
<br />Cat of ADdh #9983
<br />160 SW 12T" Avenue #106 DEERFIELD BEACH, FL 33442
<br />PNotie:954-354-0660 FAX: 954-354-0443
<br />WINW.INGEXP_.Con
<br />odorENGINEERING
<br />jar XPREBS 4/&2015
<br />All American Shutters and Gleas — 22ga & 24gs Chttvar&ed Steel Storm Panels Page 2 of 2
<br />2. Minimum Atlowabie Spans
<br />3. Minimum Glass Separation
<br />4. Anc hm Spacing
<br />No 33% increase In allowable it has boom used in toe design of this product
<br />Separation from glszing is root ro*W for Installations outride of wind zats 4 and essential facilities,
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced In previously listed fat reports, and is
<br />accounted for In the engineering design of this product
<br />I,
<br />WAnd Load Resistance
<br />This product has been designed to resist wind loads as Indicated in On span schedules) on the
<br />respective Product Evaluation Document (Le. engineering drewring). i
<br />Installation
<br />This product anon be metaled In atria compliance with Its respective Product Evaluation Document (La
<br />enpkneenkl0 dmWng), along worth d camponals nobd harden.
<br />Product components shall be of the material specified in that produces respective Product Evaluation
<br />Dogsment (La ergirrse ft dnwnini; . ;
<br />i
<br />i
<br />LimftedlFons & Condldons of Use:
<br />Use of tlis product shall be In slriot accordance with the respective Product Evaluation Document (i.e.
<br />engineering drawing) as noted h rah j
<br />Al supports g host sbucdees sill be designed to resist of superimposed loads and sheil be of a malaid
<br />listed In this product's respective sndwr schedule. Host structure oandl ions w4ich are not accounted for
<br />in this prelude respective srhdar schedule shall be designed for on a ob4pectfic bads by a registered
<br />probssiorsl engineer.
<br />Al components which are permanently tnateI shall be protected against corrosion, afrlanhinabon, and
<br />c 4h r such damage at all tires.
<br />This product has NOT been designed for use whtiin the High Vs" Hurrbans Zone (HV .
<br />160 5W 121" Avenue # 106 DeaRFIELD BEACH, FL 33442
<br />PHove: 954-354-0660 PAX: 954-354-0443
<br />WWW.ENGEXP.COM
<br />Andhor specifications sham be as indicated on sheets 1, 7 and 21 of 20, of
<br />Product Evaluation Document (P.E.D.), drswhmg Nm 15421-
<br />T. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be strictly In comply with General Notes No. 1, 8 thru 14, ixJkatad
<br />on sheet 1 of 26, as wall as General Notes # 1 thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of 28 of Product Evaluation Document (P.E.D.), drawing No. 15-
<br />021 prepared by Tilteco. inc. and signed and sealed by Waller A. MON. Jr., P.E.
<br />7.2. Product may be installed Witilii HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florkda Building Code.
<br />7.3. Product shall Only be installed into poured concrete, cOncrete bbdc, and
<br />Wood frame structures.
<br />Product Evaluatbn Report prepared by Walter A. TEL Jr., P.E. (Florida LJcense
<br />No. "167). President of Titeoo, Inc. (Florida F.B-0006719).
<br />NG
<br />3nOrAI5
<br />Florida Department of Business and professional Regulation
<br />1940 North Monvoe Strad
<br />Talloheaew FL 32399
<br />Ragarding: Town & Cowry Industries
<br />0.050" Aluminum Storm Panels
<br />Project #15-2336
<br />To Whom It May Comm:
<br />P1esse be advised that the below ender does not have nor will acquire a
<br />firineiad interest in the company mamdaLtuuing or distributing the produd(s) for which an
<br />evaluation report or validation certific adoo has been prepared, as r'elietwoed above. This
<br />origuicer is no owned, operated, nor controlled by the manaSaebaar or distributor noted above
<br />and does not have any financial Infest in any other entity involved in the approval panoeas of
<br />the above -noted product(s). gE ,
<br />Respectfully,-,p
<br />toliTE of
<br />Frank L. Bersoaado, X. !;10Ri01.
<br />Frank L. Benlardo, P.E., Lau . S%ONAL��O
<br />FL PE 0046549
<br />Cent of Auth #9995
<br />160 SW 121" AVENUE *106 DEERFIELD BEACH, FL 33442
<br />PHone:954-354-0660 FAX: 954-354-0443
<br />WWW.ENGEXP.COM
<br />PaEr,\.To ENOINEERIE
<br />PRODUCT EVALUATION
<br />REPORT
<br />ENGINEERING EXPRENSO EXPERT
<br />PRODUCT EVALUATION REPORT
<br />4/1R016
<br />ApplicationNumber FL I2TS-L 1 — R5
<br />EX Prof sat NuNmber. 15-2336
<br />Prodad Manufscki er. Town & Country industries
<br />Menufacwer Address: 400 Wed McNab Rood
<br />Fat Lauderdale, FL 33309
<br />Product Name 8 Desaiptbn: 0.050• Akrminu rn Stonh Panel
<br />For Use Outside to HVHZ and Eswenial FwtlNet
<br />Scope of Eva►uadon.
<br />This Product Evaluation Report Is being hued In aaarrdahce with the requirements of the Florida
<br />Deparirtwl oretisi ass and Professional Regulation (Florida Buildig Cornmissbn) Rule c2WW61G20-
<br />&W5, FAC., nor statewide s — I - nor per M el hoell(d). The product noted above has been tested
<br />atdfor eva%mWd a eu"w. w sd heeIn In shag asnplena with the Fields &lift Code FfM Edition
<br />CM41) and Is, for the purpose fNended. at Ind e*elvel rl to that required by tit Code. Re-etaltEtlah of
<br />Oft product shed be required following pertinent Florida Bull fYt Code mod &M or revisions.
<br />Substantlaft Data:
<br />PRODUCT EVALUAMON
<br />EX drw*tg #15 233a titled TAW Aluminum Storm Paner, sheets 1-10, prepared by Enginook
<br />Express• signed h1 ssaWd by Franc L Bernardo. P.E issn I i gr, pat of tie Evaluation Report
<br />lJnlfom $two structural parlorma ce has been bead In accerdenos with ASTM E330.02 not stardoms
<br />par Wet reporgs) #TEL 07-0119026e by Tea" Evaluation Laboratories, hr. (TEL) and =163-0B00-10
<br />by Hsricente Tat Laboratory, LLC (HTL).
<br />L arge mlsole impsd nssiatrhoe and cycle Weft perlonnara heve been tested In accordance with
<br />ASTM E18BO.M 8 E19B8-02 bet stadNfards per Wet reporf(s) #1'Ei 07-M ISM58 by Tasttrg Evaluation
<br />LabaabriK, Ine. (TEL) rest 0WM )W6-10 by Hurians Tat Laboratory. LLC (HTL).
<br />Structural engirserdng calculations have bean prepared which evaluate to product based on comparative
<br />andlor datlorsl arslyW b qudly the foltovrUg dealgn ex9leris: �..aa..
<br />1. Maximum Allowable Spam
<br />2 Minimum GIM Separationa Saari Valid for
<br />3. Allow Spacing
<br />4. MadmurnAlowable twuth 2
<br />Crimbirisdons
<br />5. Areellor apacdgr * No. i Y�
<br />P.E..
<br />99 !tC CA
<br />160 SW 127" Avenue *106 DE L 33442
<br />PHowe:954-354-0660 FAX: 4-0443
<br />W WINARSEXP.COM
<br />1 L I ECO IINf :.
<br />TRIN TEZaTIMB'a ENOEddoluiIM Coasidi Y
<br />WALT ER A. TTLLrI; JR, P.E.
<br />run
<br />lRa.a. Lie�rlln ed671r
<br />CERTIFICATION OF INDEPENDENCE
<br />(Rule # 61 G20-3)
<br />Evaluation Report ik 15-0319.04
<br />Date. Duch 19. 2015
<br />Product Category.. Shutters
<br />product subcategory: Stomm Panel
<br />ProductName: 34 Gaon (fah anted Steal Storm PWW
<br />Marwfacbmursr Narrhe: Global Protection Products. LLC
<br />Dear sk {iladem):
<br />This is to certify that this Florida professional Engineer. performing this evahuaton does not
<br />have nor will acquire, a A. wa iM intoned in any company manufacturing or distributing prorkl to
<br />for which the reports are being issued -
<br />This is also 10 mittly that this Florkie Ptobvi tonal Eoglneer performing a" eveltaetion does not
<br />have, not will vAuk% a financial Interest in any other entity involved in the awwal process Of
<br />the product.
<br />CetrtM n deP« no+ PnPa bur Walter A. Tltit, Jr, P.E. (Florida I cam Na
<br />44i Tileoo, hare (taaridr EB-0008711ij
<br />6355 N.W. 36 fit; Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fora: (305) VI-1531
<br />NG
<br />3/30/2015
<br />Florida DVartmetd of Business sad Pro&esicand R%Wauon
<br />1940 North Monroe Strad
<br />Tallahassee, FL 32399
<br />RL• WdinV Town & Country Industries
<br />Safety Tinge" & Polycarb Strum Panels
<br />Project #15-2337
<br />To Whore It May Concem:
<br />Please be advised that the blow-sigared dlgmeor does not bane nor will acquire a
<br />financial interest in the company manld'acturing or distributing the product(s) for which an
<br />evaluation report or validation ratification has been prepared, as referenced above. This
<br />engineer is not owned, operated, nor controlled by the manufichmt or distributor noted above
<br />and does not have any financial entered in any other entity involved in the approval process of
<br />the above -noted prod cKs).
<br />t 7 ! No. 4" '
<br />Funk L Sim
<br />Frtank L. Bernardo, PJL, Inc. . � •'.
<br />FL PE OD46549
<br />Cat of Auth #9985 sIONAi.�
<br />160 SW 121" AYENUE # 106 Deennf!LD BEACH, FL 33442
<br />0hone: 954-354-0660 FAX: 954-354-0443
<br />WWW.EnGexp.com
<br />�EN131NEERiNG
<br />icXPRE9S4 4/1/2015
<br />Town & Country Industries — 0.050" Aluminum storm Panels (Non-HVHZ) Page 2 of 2
<br />No 33% Increase In allowable stress has been used in the design of this product
<br />Separation from glazing is required for use within assenttel facilities. An erglvadency letter is provided with
<br />this evahaalion report for ecplvalency to ASTM E 1996-09.
<br />Impact accounted
<br />and Is Largo Missile
<br />ied for iResistancempact the engfheerfng design pradurct in previously listed test reports,
<br />Wind Load Resistance
<br />This product has been designed to recast wind bads as kx#ceted in the speh schodule(s) on the Product
<br />Evaluation Document (i.a onlihosting drawing).
<br />Installation
<br />The product listed above s:hei be installed In *let compliance with the Product Evaluation Document (La
<br />engiheeMg drawn g), along with all components noted therein.
<br />The product components shall be of the material specified In the Product Evaluation Document (Le.
<br />englnesrig drawing).
<br />Limitations & Conddons of Use:
<br />Use of this product shy be In Ott accordance with the Predict Evalueton Document (i.e. engineering
<br />drawing) a noted herekh.
<br />Al supporting host structures dell be designed to resist all superimposed bads and shun be of a material
<br />Ided In this product's respective anchor schedule. Host sbuclu a ocoul ores which are not accounted for
<br />In ads piodu t s respeexero anchor schedule shall be designed for on a ske specific bests by a reglatered
<br />proleselorhd engineer.
<br />AN components which are permanently, Instated shall be protected against corrosion, contamination, arid
<br />other such damage at all dares.
<br />This product has NOT bearh designed for use within the High Vdo* Hurricane Zone (HVHZ).
<br />160 SW 12r" AVENUE *106 DEERFIELO BEACHr FL 33442
<br />PHONE: 954-354-0660 FAX: 954-354-0443
<br />WWW.ENG EXP.COM
<br />�r1��Ix11�
<br />00r.
<br />i LI ECO INC.
<br />TfWT TEaflp6 a EIIBIMiiRINO COMPfAMIf
<br />Wmm'll A- TTL175 ML- PJ:. PRODUCT EVALUATION REPORT
<br />FL# 15076.2 rLILa IiswN. 000rIH
<br />REPORT NO.: 15-0319.04
<br />DATE: March 19, 2015
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 Gage Galvanised Steel Storm Panel
<br />MANUFACTURER: Global Protection Products, LLC
<br />4800 S.W. 51 Street
<br />Davto, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report itcated by Walter A Milk Jr.. P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC , Rule Chapter No.
<br />61G20.3. Method 1D of tic Florida Deperbnent of Busine" and
<br />Professional Regl latlon.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been Verified for compliance in accordance with the 2014 ARh edition of the
<br />Florida Building Code, and to verify that the pdndud is for the purpose intended
<br />at least a qu(vaiertt to that required by this Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may ~ its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1 PRODUCT EVALUATION DOCUMENT 1P-E.D.1:
<br />Drawing No. 1542Z tided 124 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by Tilleco. Inc.; signed and sealed by Waiter
<br />A -MOIL Jr., P.E.; dated 0311212015. This drawing Is an Integral part of this
<br />Evaluation pert ganua/
<br />6355 N.W. 36d Street; Suite 305, Miami, Florida 33166 - Phone:
<br />(305) 871-1531
<br />ING
<br />4n3/15
<br />Florida Department of Business and Professional Regulation
<br />1940 North Monroe Street
<br />Tallahassee. FL 32399
<br />Regarding: Town & Country bdusties
<br />240A Steel Storm Panels
<br />Project #14-2031
<br />To Wham It May concern
<br />Please be advised that tLe below -signed engineer does not have nor will acquire a
<br />fnararial interest in the company manufacturing or distributing the product(s) for which an
<br />evaluation report or validation certification has bean prepared, as referenced above. This
<br />engineer is not owned, operated, not controlled by the matnrhicmrer or distributor noted above
<br />and does not have any fnanoial interest in any other entity involved in the approval process of
<br />the above -noted produd(s).
<br />Resp
<br />27
<br />pf
<br />Frank L. Benwndo, / N0.46549
<br />Frank L Beamtrdo, P.E, SUN OFFl, PE 0046549
<br />iu
<br />Cat of Auth ##9885 fI0R10p �`�.
<br />160 SW 12T" AVENUE # 106 DEERFIELD BEACH, FL 33442
<br />PHoRe: 954-354-0660 FAX: 954-354-0443
<br />WW W.ENGEX►.CON
<br />00.
<br />rr�
<br />1 L . ECU INc.
<br />TEUT T511111 lg a tit EIUlYO O MPANY
<br />WALTBR A. MM, JR, P.E.
<br />FLra
<br />FL t.e.lbmalin Wr•7b
<br />CERTIFICATION OF INDEPENDENCE
<br />(Rule # 61G20-3)
<br />Evaluation ifeport a 16-0319.05
<br />Data: March 19. 201
<br />Product Category: gory:
<br />Product Subcategory. Storm Panels
<br />Product Hanle: 20 Gem Galvanized Steal Storm Panel
<br />Nbnafaaturar Name- Global Protection Products I.I.C.
<br />Dear Sir (Madam):
<br />This is to certify that this Florida Processional Engineer, perfomlrg this evaluation does not
<br />have nor will eoqulm a tlnancial interact in any oanpany manufacturing or dbtrixu*V products
<br />for wrhich thhe reports are belt issued.
<br />This is also to certify bent this Florida Professional Engineer performkg this evolution does not
<br />have, acquire, a finaxccled Interest In any otter entry IhwMed In the approval process of
<br />the proditict.
<br />Certificate of indepasdween prepared by Walter A. Tuba. Jr, PJL (F7orids Limnos No.
<br />44167), President of Tilbcco, Inc. (Florida ES-0006719).
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 971-1530 - Fax: (305) 8714531
<br />&L TEST REPORTS:
<br />Large missile Impact bad bests were performed under SSTD 12-99 standard as
<br />per section 1W9.1.2 of the Florida Budding Code. Uniform static bads as per
<br />Section 1710.5.3, per ASTM E-31M. Test reports prepared by American Testing
<br />Lab of South
<br />Florida, Report # 0814.01-01 dated 03111102 witnessed by Wiliam R. Mehner,
<br />P.E., Boriz Moroz, P.E. and Henry Haltem, P.E. and Report No. 0219.01-09,
<br />dated February, 25, 2009, signed and sealed by Edrmmdo Largaespeda, P.E.
<br />and Henry Hatter. P.E. Large miselle Impact and cyclic loadings per Protocols
<br />TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report
<br />prepared by American Testing Lab of South Florida. Report No. 1123-01-10,
<br />dated November 23, 2010. signed and sealed by Julio E. Gonzalez, P.E.
<br />Tensile test report No. 9C M-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />sided and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile'test as
<br />per QC Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jadofano, P.E. as per ASTM E-8.
<br />2.3 STRUCTURAL ENGENEERING CALCULATIONS:
<br />CM 24 Gage Galvanized Srect Storm Panel for maximum panel length vs, design
<br />Ward bad, as wen as maximum anchor spacing vs. design Wind bad and panel
<br />iength based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by TRlaco.
<br />Inc., dated 12MB/10 and 0&27/13 (for this revision), signed and sealed by Walter
<br />A- MIlt, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE*
<br />Large missile impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Paral has been verified to sustain wind
<br />preagures. Mwdmum panel lerigM shall be as Indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 15.042.
<br />Mabdmum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. IS.=
<br />24 Gage Galvanized Steel Stomp Panel has been verified for code compliance to
<br />work as a non -porous storm stutter assembly, as per SSTD 12-99 Standard.
<br />SI711F OF '
<br />NRO. --.-A)
<br />NG
<br />3/19/2015
<br />Florida Department of Business and Professional Regulation
<br />1940 North Monroe Street, Tallahassee FL 32399
<br />Regarding: Town & Country Industries
<br />0.05V Alwmntun Hinged Storm Panel
<br />15-2348
<br />To Whom It May Concern:
<br />Please be advised that the below -signed engineer does not have nor will acquire a
<br />financial interest in the company matnifiIeturing or distributing the product(s) for which an
<br />evaluation report or validation certification has been prepared, as referenced above. This
<br />engineer is not awned, operated, nor controlled by the manufacturer or distributor noted above
<br />and does not have any finmcial interest in any other entity involved in the approval process of
<br />the abovooAad psnduct(s).
<br />Respectfully,
<br />R It 20
<br />i NO -
<br />Frank I Barnudn, 146549
<br />Fork L Bernardo, P.E ,Luc $PROF
<br />FL PE 0046544 '•: 000%.•'
<br />Cert of Auth 09995 01YAL
<br />160 SW 12T" AYENUE *106 DEERFIELD BEACH, FL 33442
<br />P"oNE:954-354-0660 PAX: 954-354-0443
<br />WWW.emG!x►.com
<br />.ram
<br />1 L I E CO IIVC.
<br />TMJU1T TESTNta a EN9M1lttp1lll6 COMItMMr
<br />WALTER A. TILL , J1L, RE
<br />rcra•
<br />FLa& Ia.,•r /rD. AaPIH
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.; 15-0319.05
<br />DATE: March 19, 2015
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 Gage Gelvarli ed SWWSbtm Panel
<br />MANUFACTURER: Global Prolaoton Products LLC.
<br />48M S.W. 61 Sheet
<br />Davie, Florida33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Waiter A TiUK Jr., P.E. (System
<br />ID # 1906) to the Global Probctlon Products, LLC , Rule Chapter No.
<br />81(i20-3, Method 1D of the Florida Deparbno t of Busirerss and
<br />Profssslousl Regulation.
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with tihe 2014 fi t edition of the
<br />Fbrida Budding Code, and to verify that the product Is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision it case of
<br />a Buik#ng Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />Zi, PRODUCT EVALUATION DOCUMENT (P.E.D.k
<br />Drawing No. 15421 (revises No. 11-213). ruled "20 GAGE GALVANIZED
<br />STEEL STORM PANEL", sheets 1 thru 25 of 26 prepared by Tllleco, Inc.; signed
<br />and sealed by Wager A.Till, Jr., P.E.; dated 3/12/15. Tt %,(j(�ng is an integral
<br />of this Evaluation .a /a/
<br />Part Report• ``"'1, >A A: Tki/>',
<br />�P\' ...........
<br />Tv%pt
<br />a- Nn deli Al- ?
<br />6355 N.W. 36d Stied, Suite 305, Miami, Florida 33166 - Phooa ( XqW- I?= (305) 871-1531
<br />Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of
<br />Product Evaluation Document (P.E.D.), drawing No.15.021.
<br />7. LIMRATiONS AND CONDITIONS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 tru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thou 16, Indicated
<br />on sheet 21 of 28 of Product Evaluation Document (P.E.D.), drawing No. IS-
<br />021 prepared by Tilteoo, Ina and signed and sealed by Walter A. Tllit, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defthed on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be instated into poured concrete. concrete bock, and
<br />wood frame shucbures.
<br />Product EveJuabon Report prepared by Walter A. Tall, Jr., RE (Florida Llcense
<br />No. "I e7), President of Tbecto, Inc. (Florida EB-0006719).
<br />el
<br />Pa E. R.To �NOITE EVALatimixUATION
<br />TION RIKXPRElEPORT
<br />PRODUCT $VALUATION REPORT
<br />Product Evaluation Report
<br />40MI6
<br />Awkialon Number. 1367&1-t.2•
<br />Fit Project Number. 15-2304
<br />Product Manufacturer: Al American an Shutters and Gbu
<br />MrRlAschperAddfaar 1540 Otaana Read
<br />Wed Pain Search, FL 334M
<br />Product Nan» 6 Dssaip0ar. 2Zpe tit 24ga GstMIzod 81ss1 Sterm Panda
<br />Lorge MWok Impact Resistant
<br />Scope of Evaleiatlon.
<br />This Product Evahwtion Report is being issued In accordance with the retluirrinesinb of the Florida
<br />Department of Business and Prollesgawi Regulation (Florida Building Ca n"ort) Rub Chapter SIG20-
<br />3.005, F.A.C., for statewide acceptance per Mothwod 1(d). The product noted above toes bson ivaabd
<br />snA W evaluated as summarized herein to show compliance with the Florids Building Coda Rft h Eddm
<br />(2014) and Is, for to purpose intended• at Ind equivelent to that requited by the Coda. RowAiluslion of
<br />tiis product shall be required fallowing perdresm Florida Bul ft Coda modli aOorha or revisbra.
<br />Substantiating Data:
<br />Et drawig #15.2394 WWd —np d 24V Galvanised Sled Storm ParloW. shoat 1-0. prepared by
<br />Enginsoft
<br />Eprose, signed 5 seated by Frank L. BerNtado. P.E. is an Integral part of tide Evaluation
<br />Rep
<br />TEST
<br />Urd" static structural performance has been heated In with ASTM E330.90 test standards
<br />per best imperils) 002.001, t1W-002, 6 #03-M by Construction Tes*V Corporation (CT%
<br />Largo rnisde Impact ueehearNrs and cyclic badin9 perfomhaha have been baled In acoordarhee with
<br />SSTD 12-N teat standards per best roporgs) #M-OM, d02-WZ 3 #03.001 by OonsbucUm TedN
<br />Corporom (CTC)-
<br />Metal tensile copadgf has been determined in aeoonlance with ASl'M ES eat standard par lost report
<br />00127H, #019BH, f. #=U by Codified Testing Laboratories (CTL).
<br />•STRUCTURAL ENGINJIM111919 CALCULATIQUIll odgknatEre
<br />insi i
<br />Stud" ei ghnesrbp calculations have bean prsapsred which PRO" _, tiRa ...
<br />eva lu de to product besed on conpeatrs sndbr rational
<br />arnilysle to quality the fotowrili deep axll erte: 7
<br />1. Maximum Allowable Spars
<br /># PE004854P
<br />1
<br />160 SW 127" Avenue *106 DEERFIIM BEACH, FL 33442
<br />PHONE:954-354-0660 FAX: 954-354-0443
<br />W WNI.ENGEXP.CON
<br />ATM rP011T No, I5-e319.a5 ?
<br />2.Z TEBT REPORTS:
<br />Large minas8e impact cold UtiWe load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static toads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engin0li Mug ds
<br />Testing , Inc., Reports # 96.569 dated 08/09/1996. # ,570 dated 09/1811996,
<br />#WT30 dated OWMI at toes signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc.
<br />reports # 2032 dated 04/1&1998 and # 2126 dated 10/05/1998 witnessed by
<br />Gilbert Diamond, P.E. and Report No. 0219.01-09, dated Mardi 4, 2009. signed
<br />and sealed by Edmundo Largaespeds, P.E. and Henry Hattem, P.E.
<br />Tweier teat report No. 9CM-197 by QC Metalwgical. Inc., dated March 13, 2009,
<br />signed and seated by Frank Grate, P.E.
<br />WGINEEBM CALCULAM11i
<br />On 20 Gags Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind bad. as well as mabdmum anchor speor�� iw d I>�
<br />length based on rational and comparatiNe
<br />section IBIS of the Florida Building Cade. Calculations prepared by Tilteco. Ire.,
<br />dated 11 /03/08 and 03112115, signed and sealed by Walter A. MOIL Jr„ P.E.
<br />3 M SILE IMPACT RESISTANCE:.
<br />Large missile impact under section ION of the Florkla Building Code, as per
<br />TAS 201 Protocol.
<br />4. WiND LOADS RESISTANCE:
<br />20 Gags Galvantzed Steel Slam Panel has been verified b sustain wind
<br />pressures, Mwdmum panel length dill be as kWkaW on sheets 8, 10, 14, 15,
<br />16. 19, 26 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing Nor
<br />1S-021. Mwdmu m Anchor Spacing sham be as indkated on sheets 8, 9, 10, 11,
<br />14, 16, 17, 18,19, 20 25 and 26 of 28. of Product Evaluation Document (P.E.D.),
<br />drawing No. 15-021.
<br />5. INSTALLATION :
<br />IneWation shall be performed sMody in accordance with deotails Indicated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 13-021. Minimum
<br />separation► to glass shut be as
<br />indicated on sheets 8, 14.16. 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 15-021.
<br />6. MATE S:
<br />Shall be shrilly in accordance with General itdkalad on
<br />sheet 1, 2 and 22 of 26, of Product �• D.), drawdng
<br />No.15-021. „c., A4167 �a
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