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<br />1 DECO rlVc.
<br />TILUT TESTING & ENGINEERING COMPANY
<br />PRODUCT N:VALUATION POH"1VU. 20-U728.Di 2
<br />2.2. TEST REPORS;
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Coda. Uniform static lands
<br />WAT.TRR A. TTLi17,.tIL; PE. tiltecD(ar4ol.com
<br />ILFx. LlnnraYa4R,T.'
<br />R Ce 11e NA, NOON
<br />as p reports per TAS 202 Protocol. Test re r p p spared by Hurricane Engineering &
<br />Testing, Inc. Reports # 96-589 dated 08l09/1996, #96-570 dated 09/18I1996,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04/16/1998 and
<br /># 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />REPORT NO : 20-0726.01
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E_
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 2009,
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />PRODUCT SUB - CATEGORY-, Storm
<br />23. RUCTU.RAL _E_NEERING_C9LCULATIONS-
<br />On 20 Cage Galvanized Steel Storrs Panel for maximum panel length vs. design
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as welt as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER; Global Protection Products LL C-
<br />length based on rational and comparative analysis, and In Accordance with
<br />4800 S.W. 51 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />Davie, Florida33314
<br />dated 11/03108 and 03112115. signed and sealed by Walter A. Tillit, Jr., P.E.
<br />1 PURPOSE OF EVALUATION
<br />• -.
<br />This is a Product Evaluation Report issued by Walter A. Jr., P.E. System
<br />3, MISSILE IMPACT RESISTANCE°
<br />Large issue impact under
<br />g m p u de section 1628 of the Florida BuildingCode, as per
<br />TAS 201 Protocol.
<br />ID #<1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method 1D of the Florida Department of Bus!neras and
<br />4• WINO LOADS RESISTANCE
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15,
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />16,19, 25 d of 26 f
<br />an 26 o Product Evaluation Document drawing No.
<br />•
<br />Florida Building Code, and to verify that the product is for thepurpose'In
<br />9 p tended Y
<br />20-
<br />20.176. Maximum Anchor '
<br />Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />on sheet
<br />at least equivalent to that required by the Code.
<br />14 1 7 8 9 202 and f 2
<br />5, 1 1 1 5 26 0 6, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.178,
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />5, INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2 EVIDENCE SUBMITTED`
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />2.1. PRODUCT EVALUATION DQCUMENT P.E.Dc1:
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />Drawing No. 20-176, titled "20 GAGE GALV NIZED STEEL STORM PANEL"
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
<br />(P.E.D.), drawing No, 20-178.
<br />Tillit; Jr., P.E.; dated 07128/2020. This drawing is an integral part,%l,Jhls
<br />Evaluation Report. A.
<br />tit„llpiriirplrff
<br />.
<br />j,��,��`�A
<br />�yr,ENSe' �
<br />N0.44167 =
<br />4�167
<br />— _
<br />STATE OF -9z
<br />�19 M
<br />rs1 .
<br />6356 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: 305 871-1530
<br />off ml4i1M1
<br />GENERAL�LEri��r�
<br />B.3) IN CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS, STUCCO OR WINO BDAROS BE FOUND ON THE
<br />0" S7� �� �-N
<br />EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE MIND Rai PANELS.
<br />1. STORM PANEL SHOWN 4N iHRS PROO-U EVN.UARHXI DOCUMENT (P.U.) HAS BEEN VERIFIED FOR COMPLIANCE IN
<br />ANCHORAGE SHALL O AS MENTIONED IN 8.1) AND IN 92).
<br />ACCORDANCE WITH THE 2020 (78, EDITION) OF THE FLORIDA SU41NNG CODE
<br />(C) TD EXLSfING YK18D ( � f-•�,� r - O % MIN 1,
<br />DESIGN WIND LONE SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOYE MENTIONED CODE,
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION V44M THESE SHUTTERS WAL SE ILSTALLED ANEI
<br />- 114'0 TAPCON ANCHORS. AS MANUFACTURED BY t.T.W. BUILDEX. INC.
<br />- j„4-YO PANELDUTE FEMALE 10 ANTI PANDUAkIE PLUS ANCInVIS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS,
<br />FOR A DIRECT004M FACTOR Kd.D85. USING ASCE 7-16 AND SHALL NOT EXCEED TE MAXIMUM (AS,O.)
<br />- 1/4'0 [W SCREWS PER N.6.8:
<br />DEMON PRESSURE RATINGS INDICATED ON SHEETS 7 iHRU 12. 14, 15, 10, 19 a: 201
<br />- 7/16'0 X 5/8• WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW, BOLT k SPECIALTY Co,
<br />IN ORDER TO VERIFY THE ABOVE CONDRTOt, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-15
<br />SHALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO
<br />C.1) MINIMUM THREADED PENETRATON INTO WOOD OF TAPCON ANCHORS SHALL BE T 1/r AND 2- FOR ELCO PANELWE: PLUS
<br />COMPARE THESE W/ MAX, (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, 15, 15, 19 6: 20,
<br />AND PANELMALE FEMALE ID.
<br />N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O. AS TESTED WERE HOT OVER STRESSED, A 3M INCREASE IN ALLOWABLE
<br />C.2) MINIMUM THREADED PENETRATION OF LAG SCREW; INTO THE WOOD FRAME OW Sfuat BE 1 1/2', NO THREADED
<br />PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOVIAEO THREADED PENETRATION.
<br />STRESS FOR WIND LOAD$ WAS SM USED IN TRDR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMMED IN
<br />ACCORDANCE VITA N.D.S. 2018.
<br />CA MRNNUM EDGE OS N CE OF RAG SCREWS, INTO WOOD SHALL BE AS IKDLCARED IN THIS DRAWING
<br />STORM PANEL'S ADEQZONED, CO FOR IMPACT WIND fNENGINEERI HAS BEEN VERIFIED N WITH 1626 OF
<br />URRI
<br />THE ABOVE MENTIONED, CODE HURRICANE ENGINEERING h RESTING INC. REPORTS 5560.NCE
<br />& REPORTS 70 & 9
<br />, 96-130 AND
<br />C.4) MWRAUM PENETRATION OF WOOD BUSHING SHALL BE 5/r. 1/4- 0-20 SCREWS USED `SHALL 9E 1 1/2- LONG MINIMUM
<br />INC.,PER
<br />FENESTRATION TESTING LAB. C.REPORTS F2032 NE j'2726 AS PROTOCOLS TAS-201, TAS-202 AND TAS-203.
<br />S-202 D TAS 0
<br />SHOULD STUCCO EXIST, AND 1' MIBMUM FOR WALLS WITH NO STUCCO.
<br />AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT I0219.01-09, AS PER TAS 201• TAS 202 AND
<br />TAS 203 STANDARDS.
<br />C.S) IN CASE THAT PRECAST STONE4 OR PRECAST CONCRETE PANELS STU= OR WOW BOARDS FOUHIO ON THE E%Ltt:kO
<br />Z ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTIERIWSE NOTED). SEE SHEET 2.
<br />WALL. AN WALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE MIND SUCH PANELS.
<br />ANCHORAGE . SHALL BE AS MENTIONED IN CA), C2) Y C.4)
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SNAIL HAVE 31p5-1114 ALLOY.
<br />(D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHON'S MANUFACTURER.
<br />4, ALL ATEFL SHEET METAL PANELS. SHALL HAVE STRUCTURAL LLO). STEEL. ASTM A-6S3 GRADE 50 MINIMUM, G-etc
<br />GALVANIZED STEEL DESNGMATON W/fY- 5&5 Msi (AFTER Rq.LEO).
<br />8. PANELS MAY ALSO BE NSTALLED HORIZONTALLY FOLLOWING INSTALLATION DL7A1LS SHOWN ON SECTION 3 THROUGH to (SHEETS 4
<br />THROUGH 6) EXCEPT THAT HEWERS d) & Q) SILL NOT BE USED
<br />COATED (CARBON SREEL D PER
<br />S. ALL SCREWS l0 BE STAINLESS STEEL STRENGTH
<br />304 OR 310 AE SERTENSILE
<br />W/ SO X53 VELD STRENGTH AND !IO Mz lENS1.E 57187N07H A SHALL COMPLY Wj FLORIDA BUILDING CODE
<br />EN CORROSION COMPLY
<br />STRENGTH
<br />9. O BULL BE THE RESPONSIBILITY O F THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />SE IO 2
<br />SECTION 24R 1.].3,4,
<br />ATTACHED TO NSUFTE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME
<br />BINDINGS.
<br />& BOLTS TO BE ASR4 A-307 GALVANIZED STEEL, OR AM -104 SERIES STAINLESS STEEL, WITH 36 Hai MINIMUM YIELD
<br />STRENGTH.
<br />10,
<br />0 EACH REGULAR STORM PANEL WITH lEN0FtR5 OVER 8'-8 11IROINGM 12•-4•, AS PER SECTIONS 6, B. 9 de 10 AND ALTERNATIVES 8W,
<br />9W a: IOW ON SHEETS 5, 5 h 12 RrSPECTAFA.Y; SHALL NAVE A LEGIBLE AND READILY VISal MARKING INSTRUCTING OWNER OR
<br />7. ANCHORS 70 WALL SILL BE AS FOLLOWS:
<br />TENANT TO SECLHRE PANELS WITH APPLICABLE REINFORCEMENT DURING PERKiDS OF "URRICANE WARNING.
<br />(A)) TG EGO•^-° CSC' '
<br />Ile*
<br />/ A7/r ANCHORS AS MANUFACTURED BY f,T,W. BY INC. t c St92 P.s.i.)
<br />11, THE INSTALLATION CONTRACTOR IS TO SEA4✓CAULK ALL SHUTTER COMPONENT EDGES WHICH RD" IN COHTIMJOUS CONTACT WBH
<br />THE BUILDING TO PREVENT WINO/RAIN It/TRilSMUFN.
<br />OE A
<br />INC.lin.
<br />- 1/4' M X 7/a" CALK -IN ANCNOR5. AS MAAIFACRARED BY OEWALT . (MIN. re=:3fIOD P•'si.)
<br />- 1/4"0 X 3/4' SOLID -SET ANCHORO, AS GSTRIBUTEO BY ALL POINT SCREW, SOLT 8 SPECIALTY CO.
<br />Q. STORM PANEL NSrALLATON SHALL COMPLY WITH SPECS INDICATED IN THS DRAWING PLUS ANY BUILDING AND ZONING fECULATWNS
<br />(Min. Fu-3000 P.s.L)
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />- f14- ON, P n50 pE FEMME O & PANELMAIE PLUS ANCHORS, AS MANUFACTURED BY F3L'0 CONSTRUCTION PRODUCTS.
<br />(MN. Fs-33S0 pad,)
<br />13. (a) THIS PRDDUCT EVALUATION DOCUMENT (P.EOJ PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />- i/4.0 GF TAP-a2RiP ANCHORS. AS MANUFACTURED BY iRU-FAST CORPORATION (rXr-3600 p.a3,)
<br />FOR A SITE SPECIFIC PROJECT: L.. WHERE THE SITE CONDITIONS DEVIATE FROM THE P,E.D.
<br />A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; 2" FOR PANELAUTE FEMALE
<br />(a) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION NCLLEXNG LIFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS P,ED, PROVIDED Ht/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DO UM04T.
<br />t0 AND PANEM4ITE PLUS AND 1 1/4" FOR CF TAP-mP ANCHORS.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSSMLBY,
<br />A2) CALK -IN & SOLID -SET ANCHORS SAL. BE EMBEDDED 7/a• INTO THE POURED CONCRETE. NO EUBEOMENT INTO
<br />(C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID I MODIFIED.
<br />STUCCO SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE 1 Ilr LONG MINIMUM SHOULD STUCCO EnST.
<br />NO 1' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O. HEAD.
<br />(d) SITE SPECIFIC PR04ECT5 SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL. BECOME THE
<br />BUT WIN WING f4m.
<br />ENGINEER OF RECORD (E,OA,) FDA THE PROJECT AND WINO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE Plop ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TU THE
<br />A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS. STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />P.E.D. ENGINEER Shall SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />EXISDNG WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH
<br />PANELS ACHOFtA.GE SHALL BE AS MENTIONED IN XI) AND IN A2).
<br />(e) THIS P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SO4ATRRRE Of THE PROFESSIONAL
<br />ENGINEER OF RECORD THAT PREPARED IT.
<br />(B) ro EXlsnnr- {:,�acRFTF Lbtrit Al ArnL -90:
<br />- 1/4 A TAFCOH ANCHORS AS MANUFACTURED BY 1. T, W. BULOEX, INC.
<br />- 1/4 ♦ x 71r CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC (MIN. f' -15DU pmj
<br />14. BANDER IAANt/IN ACCORD CER SHALL BE LOCATED DNA FLORIDA VISIBLE LOCATION AT STORM
<br />PANEL SHUTLr R N ACCORDANCE WITH SECTION 3 OF NAMOBUILDING1 CODE. LABEL
<br />- 1/4'0 X 3/4' SOLID-SEr ANCHORS. AS DISTFOM BY AL. PONE SCREW. BUT k SPECIALTY CO.
<br />SHALL GG TO
<br />OPENING. LABEDNG TO COMPLY WITH SECTION t709.9.2 OF THE
<br />FLORIDA BUILDING CODED FOR , NE
<br />(MN. Fw1E00 P.E.I.)
<br />- 114-10 PANELVATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION
<br />TINIO ORAWNG Sf(4LL.ONLY BE USED TO
<br />PRODUCTS (MN. rc-2011 p,ti.) QBTAN FERMIS N THE STATE OF FLOWD,0.
<br />`..,A1%1111110104"
<br />- 1./4' a OF TAP -GRIP ANCHORS, AS MANUFACTURED BY TRu-FAST cowoRATION -a. NN�`'�-,tR
<br />..xi�/4,
<br />8.7) MINIMUM EMBEOMENT OF TAPCON ANCHORS, ELCO PANEUUTES AND OF TAP -GRIP ANCHOR, INTO THE y.,•,+N.gpi,+Ar t',
<br />U
<br />FLORIDA BUILDING CODE Hi h Val CRY Hurrrca
<br />BLOCK UNIT SHALL BE 1 1/4'.
<br />No.
<br />a20
<br />e2oR/ M,TbI. NC
<br />GAGE GALVANIZEDSTEEL ST1MW PANEL
<br />6.2) CALK -IN k 5{.ID-SET ANCHORS SHALL BE D48EOOE0 7/8' INTO THE GNANCRETE BLOCK UNRi. NO
<br />67-
<br />f
<br />INTO STU= SHALL BE PERMITTED. 1/4- 11-20 SCREWS USED SHALL BE 1 1/2- LONG NINa1UM
<br />AND i" MIUMUAN FOR WALLS WITH No STUCCO. 2•'a: CIA.-
<br />N-
<br />II
<br />GLOBAL PROTECTION PRODUCTS', U.C.EUOST,
<br />INSTALLATION JQETAILS
<br />INTO EXISTING POURED
<br />EOR REGULAR E NELS
<br />CONCRET-E OR CONCRETE
<br />f dE is
<br />BLOCK TRUCTURES Cwou= MKHORS
<br />CONCRETE NNCHOaS
<br />Vats as T KKIG HCH a)
<br />C0N0RtC ANCHORS
<br />(SEE mum
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<br />(SEE SCNCORa[ ON
<br />SkMTS as i�E1CN101fCN a) ,- -i3O.
<br />CONCRETE AWgRS
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<br />CONCRETE REUXWREbI
<br />MKfls. a TIOOJCN 9)
<br />EXISTING POLPREa 3
<br />coWcRETE RE4UT Itw 1- 1
<br />SHEETS 5 THROUGH a) l^ 5.9.
<br />.1 1" Min.I-.- € 1' MC, '.
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<br />Cent. #N9, 9 8S.
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<br />SHEETS A TTNRD" 9}
<br />SALMIS alftOTHROUGH
<br />SHFLTS a THROUWI 9)
<br />a fox
<br />1K"4It, iiidCE
<br />TxALE 3/9,Xt'
<br />CEILING AV EffR MOUNTING
<br />SCALE 3A'9-1`
<br />SCALE 3A`B+,t`
<br />INQ ALTERNATE $tfilT MOUNTING
<br />�lu."a 3/B.j�`
<br />E.O, - EDGE DISTANCE
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<br />NIM MR ( USI ATION OF
<br />Y I /a t oa'
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<br />NIK/N114RN/AWA
<br />TOP k BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />I I
<br />RN5TALLATIDN.
<br />Ew511N0 PSNREQ.
<br />x Y %�
<br />FLORIDA BUILDING CODE (Woh ve)ocr Hurctcan*
<br />Zone
<br />CCONCIREQUIRED. /4 CN fED� 3
<br />7f �` • * 7 _
<br />� T&TECO, RIC 20 GRGE GALVANIZED STEEL STORM PANEL
<br />oiler aP
<br />TsEE saaDD r aM
<br />Rem a tIWOl10H 9) \
<br />CEILING _11IFSn-
<br />� �•�
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<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />IL E C O ti9�.
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<br />1WU§194
<br />IVAL E '�i'K�'
<br />� F
<br />20-176
<br />SCALE 3/8-11
<br />nX.t..'"`uaw�Fnck^aMa9Ti9
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<br />f19AWI1G N0;
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<br />MM9,7F$ A - Jr., P.E. 'rO*
<br />N La[T 1 a 26
<br />PBODi)CT 1: U UATEON REPORT No.200738.01 .3.
<br />B MATERIAL CHARACTERISTIC-MDSPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />N 0 20-176.:Anchcr specifications shall be as indicated an sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-175,
<br />7 LIMITATIONS AND CONDITIONS OF USE
<br />7.1. Shall be stdctiy In compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of26 of Product Evaluation Document (P. E.D.). drawing No. 20.176
<br />prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr„ P.E.
<br />7.Product. a ein
<br />stalled within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be Installed Into poured concrete, concrete block; and
<br />wood frame structures.
<br />Product Evaluation Report prepared b Walter A. Tiliif, Jr. P,E, Florida License
<br />p P Y
<br />No. President of Til I 0 4416 , P widen tRltrAo, nG (Florida CA-0006719 ,
<br />)
<br />�rAolylPk A4 ,1TI4F AAA,•
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<br />D:T TI LTECO ADMON RECORDS t P. E. REPORT:20 1 OLOBAI. PROTECTION PRODUCTS, LLC 1.20 GAGE
<br />GALVANIZED STEEL STORM PANED DRwa* 2NI761 REPORT# 20-0728.61
<br />W/ AWSAWEO
<br />I, Na tD.Ca•
<br />ISOMETRIC VIEWN. DETAIL A
<br />ROUNDED CORNER D ENDS OF PANEL'S
<br />END LIP W/ HIENMET EDGE.
<br />(N.T.S)
<br />(1) 2')(7"Xl/4'
<br />ALUMINUMANGLE
<br />Q "h' HEADER
<br />N.
<br />/fl::JECO
<br />INC-
<br />TILLIT TESTING 6 ENGINEERING COMPANY
<br />WALTER/A. TILLTT,_a, P.E. HI Cc0 aQaOI.COLD
<br />ar,xr•. T' u
<br />PRODUCT EVALUATION REPORT 44167
<br />t'LL.A. Liceale Va.7N6?74
<br />REPORT NO.:
<br />20-OT27.02
<br />DATE:
<br />July27; 202 a
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAIVE:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products. LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUABON:
<br />This is a Product Evaluation Report Issued by WalterA. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />S1G20.3, Method 10 of the Florida Department of Business and
<br />Professional Regulation..
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida BuildingCode and to verify that the product Is for the rose Intended
<br />a t o r u
<br />fY P purpose
<br />at least equivalent to that required by the Cade.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2 •.PRODUCT EVALUATION DOCUMENT (P E b )-
<br />DraWing No. 20-175, titled 624 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 0712712020, This drawing Is an inte i 1
<br />Evaluation Report. �� �'� Tf
<br />� � � •�GENSF :.9 :,
<br />r44167
<br />6355 N.W. 354h Street, Suite 105,'MiamL Florida 33166 - Phone: (305) 871-
<br />196" (TOTAL
<br />/-t 1,350---t. 0,078' UK THICK 1.350"
<br />GRAM so N HEMME6
<br />I i 2,651 a-B0 OAtv... pypE
<br />,
<br />/_HEMMED TIP. OCTAL A
<br />EDGE
<br />L➢E-- A I 4$3
<br />•I
<br />(A END STORM PANEL
<br />,426 e.750•g--`30044-SETMS
<br />f'^ 25' I "S.B. SM RANI') S:S, sm NNYLt 7O "'}
<br />T' TO ANGLE IIITO MOLE D ._ _...-.�
<br />1 12 I/r QC 12 1/r
<br />2.000" 1.500' � T.SIW-
<br />OET�AW. , .939'
<br />Ok'TA0. 1
<br />I
<br />L _..____ tint
<br />O 'U' HEADER � MOLE Q ANGLE wi1•H STUD � ANGLE WiTH
<br />REVERSE STUD
<br />0 �yP T� .374' .374' .aB6'-N�s.750'r-
<br />C •��..390' ! aF PANEL .t88' � .i rz*qP�-`
<br />a' 725. 1 /4Y-20. 304 SERIES
<br />L SKID RIWERm 70
<br />AW
<br />1,4�9.d63' a23'' , .375` ^'' a 0'I ANGLE O Y2 1Jr 9�"fllf��dIF3t67007" 5'4 .710
<br />aBnI . AMc .00.5'KEY HOLE WASHER °�
<br />-- T .Des 6 'F" TRACK ANGLE ( 3 a' 'f TRACK FIAT PLATED
<br />O.D36' (Min.) i-.o34-„aS MMHMMN/' . WITH STUD
<br />G4LVANHZET) S1E0.-'" W>�;"tS K., 1�C/T
<br />I'm . �r' �,tENfie `:
<br />Na. 44167
<br />FLORIDA BUILDING CODE (High Veioa
<br />:ta7S' PLATED WING Nis STATE o 20 GAGE GALVANIZED STEEL STORY I
<br />KEY HOLE
<br />AT PANEL y /p IL E C O Ewc. GLOBAL PROTECTION PRODUCTS
<br />ALTERRMtACLY, tiaNG MIT w/aAr 4aII xe. 51 siREiT
<br />MOMDUNIC WASHER W/ ADDITIONAL T*w-, , N4A mmw,Xamq n s,Yw pNgre (95 75M, FAX1(954NaI^aTi
<br />• 7/5.OA/32' wrBWER'(sOCNIAsa nA-aaroT19 P0Q w_1gY •Xw Aa..w, r.i
<br />SfkEl OR NXSREL pti,AtED 6TEEL). L SAt/'adlStuRf/AAffi A 71111r Ar., P,E
<br />7
<br />CONCRETE ANCHORS_
<br />stm 8 MIRIA 9)
<br />OVCRETE BLOCK
<br />EOUMF
<br />CONCft E ANCHORS _
<br />M SCHIMU ON
<br />SHEE'Rs 5 ➢iRfX w D)
<br />SCALE """.
<br />COSIM -- P * law t- WIDE X VARIES a ,/B'
<br />THICK' &VAL TUBE OR I' X
<br />,__af 19 J OD P.T. WOPUTE SPACER
<br />e NEW 1' WIDE X VARIES X 1 a'
<br />ALUM TUBE OR I" X YARNS /f
<br />_P•T. WOW PLATE SPACER
<br />CANCPEIE ANCHORS
<br />• • (SEE SWIEDUE ON -
<br />mcm a THRO" 11)
<br />"a Mom" I T fr LIn. CONCRETE BLOCK 1.� E5- wi 00
<br />CN ow a a a) 3 MST. REQUIRED. Imck's mow
<br />WALE
<br />DETAIL FOR X"RS REQUIRED AI. ME
<br />BOTTOM TRACKS AUA= TO 5n=i0WQ HANDS
<br />Cant:
<br />s'
<br />1 iwiwM� I
<br />! ens � f. it ae. i I�BAwV
<br />arw-,,,: aI-�"' • = t f � 19t L 4ai H' I
<br />i 1 �rJ I
<br />J
<br />SA Sr�7 E A iPLAN1 Cl%°Air n, . ;a,
<br />1 Call: B_f LAN1
<br />1NM.
<br />1 � VNl. ,.,1Ar1•vwm.i W. ,reb"-'r»'�ma .`Ii!i%�.. _
<br />! 1 41i�n'Eim19'a �
<br />4 I ARCwm
<br />1 r,r.A.� Ie1Re,Aaam,al4ra
<br />9fL• a : } � 3 wow Attl.�. ' R�iMs 4
<br />p
<br />} 1 I Al CASED (PLAN)
<br />WNu eiUi4a mRi°Q�4aI�-, Mwm n omaw"wn
<br />A77� AIM13II a
<br />SCALE 3/8-1" M"' WM ac.' X
<br />E.D. EDGE DWIAF/CE WN ftW
<br />'(SEE SCHEDULE ON
<br />'""lf °' 1' CPLAN)
<br />SHEETS 8 & 9} I SCALE 3/76-t'
<br />tT)R Lx)MeRNATrotN � sFcT1_�:
<br />TGP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY DASH E iF'LANI
<br />BJSIALLAnON. SCALE 3/16+R'
<br />PRODUCT EVAIXATIOV RR RT NO 28-0727 02 2
<br />2.2. TEST REPORTS:
<br />Large missile Impact load "tests were performed under SSTO 12-99 standard as
<br />r section 1609.1.2 of the Florida Building Code, Uniform static loads as r
<br />per 9 per
<br />Section 1709.8.3, per ASTM E-330, Test reports prepared by American Testing
<br />Lab of South Florida, Report# 0814-01-01 dated 03/11102 witnessed by William
<br />R. Mannar, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E, and Report No.
<br />0219.01-0-9,>dated February 26, 2009, signed and sealed by Edmundo
<br />Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Builds Test R r Building Code.. T a .sport prepared by American Testing Lab of South Florida;
<br />Report. No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed n r g ea ed by Frank Grate, P.E, as a ASTM E-8 and Tensile Test as
<br />P
<br />per OC Metallurgical Report No. 1OiCM-1318, dated December 1, 2010 signed
<br />and sealed by JerryJaciofano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGiNEERING CALCULATIONS,
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />Y
<br />section 1604 of the Florida Building Code. CalDuI
<br />attars r erect bYTiItoco
<br />,
<br />Inc., dated 12/1 Bf10 and 08/27113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3 MISSILE IMPACT RESISTANCE —.-
<br />Large missile impact under section 16091.2 of the Florida Building Code, as per
<br />SSTD 12-99'Standard and TAS 201.
<br />4 WIND L OAD6 RESISTANCE•
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length 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. 20.175.
<br />Maximum 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. 20-175.
<br />24 Gage Galvanized Steel Storm Parts] has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard.
<br />PROnU EVgr UATION R'F:PORTA'0 20.072T.03 ?
<br />5 INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheetsu 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 16, 18 and 18 of 18, of Product Evaluation Document
<br />(P.E.D,), drawing No. 20-175.
<br />O_A AATERIAL CHARACTERISTICS AND SPECIFICATIo
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D,), drawing No,
<br />20.175.
<br />Anchor specifications shall be as indicated on sheet 1 of 18„ of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7 liMITATIONS AND CONDITIONS OF USE:
<br />7A. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P,E.D.), drawing No.20-175
<br />prepared b Tilteco, Inc. and signed and sealed Walter A. T1111t .E.
<br />Y sig by Jr.,,
<br />7T2 Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Prod
<br />uct Evaluation Report prepare
<br />d by Wolfer A. Tillit, Jr. P,E(FloridaFI License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719),
<br />WAnf-L
<br />D:1 TILTECO AOMON RECORDS L
<br />GALVANIZE STE$L $FORM PANEL
<br />1/4, 2/4, 3/4, 4/4, 5/5, 7/5,
<br />1W/10, 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, GW/11 8 7W/11
<br />3` MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 6 R 3• MAX
<br />MN. FOR WOOD SEE SECTIONS ON SHEETS 10 a: 11 T' MIN.,,,,
<br />C 71 D
<br />r� j _ --T- -T- -_ r. r. r P r --T T-- 1 _-Y 1- -T-- ---7.--.T.
<br />D.M.. l 1 T T
<br />fl 4p-
<br />i4 - _ - - _.... ,
<br />UNDOLTED PANELS `rt BOLTED PANELS W/ 1/40-2OX,'-
<br />J -.: S. M.S, BOLT W/ 7/8" X 3/32' >✓
<br />(SEE 5EL"TE1N8 AS % J -' WIMGNUTS a EA OVERLAP ,
<br />APPLICABLE) t (SEE SECTIONS AS OVERLAP
<br />i_J_(
<br />J V
<br />/
<br />1
<br />f i
<br />! { I
<br />1/4, 2/4, 3/4, 4/4. 5/5. 7/5, 3' MMx
<br />YI+wu. �1
<br />1W/10, 2W/10, SW/10, 4W/10,
<br />5W/10. 6W/11 A 7W/11 6/5
<br />4
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 6
<br />�`"""�" FOR WOOD SEE $=DNS ON SHEETS 10 e: ii
<br />REGULAR STORM PANE Zi }1 - Q. ELEVATION
<br />N.T.S.
<br />2.6r 1/4- MIX. CAP
<br />(AWL a ER AP -1 *01 VALLEY)
<br />MAX, DAP ,0. �fCK �:... T
<br />I� Et) FLORIDA BUILDING CODE (High Valocifty Hurricane Sono
<br />` N 44167 a` 20 GAGE GALVANIM STEEL STORM PANEL ORRI an
<br />$ICON A —A * * * _a _ 0 /Zv—
<br />N.rs o'• ATE NA, I L E C O Elie. GLOBAL PROTECTION PRODUCTS. LLC. DDE
<br />4WD SW. s1 s I -
<br />a M1ff. FL Dlii ,, vr7 v >,w a Xw aaa W aM, aMooa n a r nms: (IIF)<aa T6AA FAIL (aa4NaW em 20-178
<br />m-Im.fs:RAW m-1111 rsr eww n.,. era �IMWXNG IMm
<br />RA1111E11p�•-_ WN.IDtvfi/.k.. P.E MA ..LINT 3 M 21
<br />mRrrE FOR COMB.: sgl,,w OF 6ET•T1fMNA:;
<br />E.D. - EDGE DISTANCE -
<br />(SEE SCHEDULE ON TOP k BOTTOM MCUMINCS CAN BE
<br />SHEET 9} .COMBINED IN ANY WAY 7OSUn ANY
<br />INSTALLATION.
<br />ANCHORS: FOR CONCRETE SEE SO4EDULE ON SHEET
<br />FOR WOAD SEE SECi1QNS ON SHEET 12
<br />MIX, 2.6r r
<br />AIR,. (MK ONFla W�41 *W VALLEY) 49, 14.MR11A, t�M I•
<br />w y n.. noN m � 1: 1 1 i j i O,ERUP• I ie 7 I � t�' n
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<br />2 rT _ _ T j'T'_ of 'L,. _M
<br />9 11741-2IsiT i T 1 I �i I T 1 -
<br />15,/fr5."sElxTb'I�rl II� I I KAY
<br />ijl'Mtl y'Uf 1 FACT
<br />it j
<br />ill l li i f{{ I l i I s I I
<br />1 I ; � irN it �IiI iiif t'. Nil ii �N tIi 1� I
<br />N I i I t L a, 9. 1% oft wed 3` MIX
<br />i 5f 3` MIX,. .-. D.Y.,P�ca as flaJRi 1• Min.
<br />MMI __ ANCHORS: FOR CONCRETE SEE SCHE0F71-E ON SHEET 9
<br />FOR WOOD SE SECTONS ON SHEET 12
<br />EP REGULAR STORM PANELS its A Et WATK)N
<br />1 i aCALE 3/3Y-1
<br />1/4' MAX. GOP
<br />2.67•
<br />(INK OM4AP -I WHOLE WUEf)
<br />� Chi
<br />CONCRETE 5 ♦
<br />Mot
<br />eoneRETE OR SECTION A=A
<br />9Enu9Ma BtDtXt SCALE 3/32--1'
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