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<br />1 L ECC� INC»
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WATTRRA. T(
<br />L,tT TI(. P.E. 111i"CO CC
<br />L
<br />I'LZI3.t.IarMe\A N41A:
<br />PL C.,ti Iiuetm� Na. DODy,^IY
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO;: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Stone Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Products LLC
<br />4800 $X.51 Street
<br />Davie Fohda33314
<br />1 PURPOSE OF EVALUATIC?N_;
<br />This is a Product Evaluation Report issued by Walter A. Tilllt, Jr., P.E. (System
<br />iD # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20.3, 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 Building Code, and to verify that the product Is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Pr
<br />oduct Evaluation Re
<br />port shalt be subject to rev ew D and revision i eP s n n case of
<br />I
<br />a Builds change
<br />Building Code ch rig at may affect its limitations and conditions.
<br />(VIDESUBMITTED. 2 NCE •
<br />2.1. PRODUCT EVALUATION pOCUMENT (P E D t.
<br />Drawing No. 20-176. titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tifteco, Inc,; signed and seated by Waiter A.
<br />Tlllit, Jr., RE.; dated 0712812020. This drawing is an integral part RA -INS
<br />Evaluation Report, ;1m +Rr71�I
<br />'�ut A .....
<br />- No. 44167
<br />���/�zefr•�- � • .71r.
<br />6355 N.W. 36th Street Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - PBa,4811NFt
<br />PROW -,T EYAL UATEONREPQXXSD 2D-(i'12R:0f: 2
<br />2.2. TEST REPORTS:
<br />Large missile Impact and fatigue load tests were perform d uridar Pr ocols TAS
<br />201 2 03 as per section 1626 of the Florida Building Ca( p e or B Id n9 UhlfornT atic loads
<br />as per TA ' S 202 Protocol. lest reports r I prepared ti H tisane Ineerin p p p p d y En g&
<br />Testing, Inc., Reports # 96-569 dated 08/0911996, #96 It dated 11811996,
<br />#96-T30 dated 09120/1996, all three signed and sealer by Hector . Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 203 datecl 0411 11998 and
<br />#2126 dated 1010511998witnessed by Gilbert Diamon p�P.E and aport No.
<br />0219,01-09, dated March 4, 2009, signed and sealed I) ylmndo L ass ada
<br />9 Y �$ p
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc. 9a(ed M.4 13, 2009,
<br />signed and sealed by Frank
<br />k Grate,
<br />P.E.
<br />2A. STRUCTURAL ENGINEERING CALCULATIONS
<br />On 20 Gage:Gatvanized Steel Storm Panel for maximum inel angtlj Vs. design
<br />wind load, as well as maximum anchor spacing vs. deli h v hid loadand panel
<br />length based on rational and comparative analysis, a d iin sccor once with
<br />section 1616 of the Florida Building Code. Calculations r 'tpared by Tilteco, Inc_,
<br />dated 11i'03toe and 03112JI5, signed and sealed by Walu A. Tilsit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile impact under section 1626 of the Florida 3uilding Code, as per
<br />TAS201 Protocol.
<br />4. WI ND LOAD__ R IS E: S S TANC
<br />S
<br />20 GageGalvanized Steel ni Storm Panel has been vt Iflad a e n led to sustain wind rid
<br />pressures. Maximum panel length shall be as indicated ti shoats 8, 10, 14, 15,
<br />16, 19, 25 and 26 of 28 of Product Evaluation Documeni P.E.D.), d4wing No.
<br />20-176. Maximum Anchor Spacing shall be s Indic e 4 hoot 9 a ai c nS s8 p 9
<br />t3 19 20 25 and 26 of 2 1 bo ,1 6, of Product Evalua n �umeP.E,D. 11 �10 ,
<br />14 15 17
<br />drawing No. 20.176,
<br />S. INSTALLATION:
<br />Installation shall be performed strictly in accordance w 't details i4ieated on
<br />sheets 3 thru 7 10 thr 2 u 0, 23, 24 and 26 of 26, of Prods EvalL)atian document
<br />(P.E.D.), drawing No. 20.176, Minimum separatio ,to ` lass still be as
<br />indicated on sheets 8, 14, 16, 26 and 26 of 26, of Produ( tVal tlation Locument
<br />(P.E.D.), drawing No. 20-176.
<br />GTNERAL'
<br />8.3) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND 0 SHE
<br />�n TOR 9a DAL= !!tm 81OLW PAHAeM
<br />D90NO WALL, ABHORS SHAD. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANEL`
<br />1. 5T0lcYH PANEL SMOYM OIN 7HtS PRODUCT EVAL DODOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE N
<br />ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN 8.2).
<br />ACCORDANCE WRN THE 2620 (7tl, E1XfgH) or THE FLORA RUILOM CODE
<br />(C) TO ExisTIM mmS LION SPEWC 2 A+m G D 55 MN ••
<br />DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENIDfRD CODE.
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND
<br />- 1/4•0 TAPCON ANCHORS. AS MANUFACTURED BY I.TW. SUID", INC.
<br />- 014-10 PANELMATE FRAME 10 AM PANELMATE PLUS :ANCHORS. AS MANUFACTURED BY ELCO CONSTRLC N PROE .11�15,
<br />FOR A ONECTIONAJTY FACTOR Kd-085. USING ASSCE 7-16 AND SMALL NOT EXCEED. THE MAXIMUM (AS.0)
<br />- 1/4.0 LAG SCREWS PER N.O.S.
<br />DESIGN PRESSURE RATINGS 4100CATED ON SHEETS 7 THRU 12. 14. 15, 15, 19 B 20.
<br />- 7/16'e x SIB' WCO0 BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALTY CO.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, :VLUMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SHALL BE FIRST REDUCED TO A,&D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0$ N ORM TO
<br />C.1) MNwttM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL 'I. 1/2" AND 2' FOR EL PANEL1?A',E PLUS
<br />UM TH EA PO
<br />COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS I IX'AIEQ ON SHEETS 7 THR U 12. 14, 15, 16, 19 A 20.
<br />AND FEMALE D.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE
<br />SS M FOR WIND LOADS WAS HOL USED N THEN ANALYSIS. FASTENERS SPACNC TO WOOD HAS BEEN DETERMINED N
<br />C.2) MINIMUM THREADED PENET PON OF LAG SCREW. INTO THE WOOD FRAME UNIT SMALL BE 1 1/2-. NO IRFADD
<br />PENETRATION INTO STUCCO 4LALL BE CONSIDERED AS PART OF THE REQUITED THREADED PENETR4 O
<br />ACCORDANCE WITH N.1 % 2018.
<br />CA MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SNAIL BE AS INDICATED IN THIS DRAWING
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND YAW RESISTANCE HAS BEEN VERM IN ACCORDANCE WBH SECTION 1625 OR
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING h 7ESRNG INC. REPORTS 98-968, 96-570 A 96•-730 AND
<br />C,4) MIIIUM TALK/ OF WDOD. BUSHING SHALL 8E 5/B`• t/4' I-20 SCREWS USED 51W,L 1 1, LONG. !NPiiMIIA
<br />FENESTAATHN>r, ON 19SLAIR. INC., REPORTS f2032 8 #2126 , AS P80T000LS TAS-201. TAS-202 AND TAS.-203.
<br />SHOULD STUCCO EXZr' AND 1 MINIMUMFOR WALLSWITH No STOCOD.
<br />AS WELL AS AMERICAN TEST TAB OF SOUTH FLORIDA REPORT W9.01-09, AS PER TAS 2D7, TAS 202 AND
<br />TAS 203 STAWAJWS.
<br />AONK 2. ALL ALIIAI FXTRl1516N$ TO BE BOBS -TB ALLOYAND TEMPER (UN4E55 OIHERWrS€ NOTED). SEE SHEET 2.
<br />OS) IN ALL, E THAT PRECASTBE FOUN F15 * THE L-zow
<br />MALL STONE, LONG ENOUGH TO OWAEACH THE PANELS.
<br />AIN STRUCTUREMODR WO SUCH WARDS
<br />AN2gWAGE 9ALL BE A5 MENTIONED IN CA). C2) A CA)
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H14 ALLOY.
<br />(0) ANCHORS. SMALL BE INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE AM 3R'S MA w'FACTU*tR.
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-W GRADE 50 MBMUK 0-60
<br />GALVANIZED STEEL DESIONATON W/FY- 58.5 Eel (AFTER RO.tEDj.
<br />$. PANELS MAY ALSO BE INSTALLED N0t820NTALY FOLI.OM7N6 INSTALLATION DETAILS SHOW}! ON SECTION RIX 3 iHt 10 HE!'5 4
<br />($
<br />"WON 6) EXCEPT THAT HEADERS 0 *(a) SHALL NOT BE USED.
<br />5. ALL SCREWS TO BE STAINLESS STEEL. 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />5U018 NaN YIELD STRENGTH AND 90 Nei TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BUILDING CODE
<br />9. R SHALL BE THE RESPDNS161U1T OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 5RiUCliRtE WHERE MUTTER 5 TO BE
<br />SE 11 .53.
<br />EL"DOH 24.34.
<br />ATTACHED TO INSURE PROPER ANCHORAGE- THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR )OD M*n
<br />BUIIUNGS.
<br />6. VOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASI 304 SERIES STAINLESS STEEI- WITH 36 loi MINIMUM YIELD
<br />STRENGTH.
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS
<br />TO. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH 12'-4, AS PER SECTIONS 6, 8. 9 A 10 p ALTER ATIVES 6W,
<br />9W & TOW ON SHEETS 5. 6 & 12 RESPECTIVELY; SWAT HAVE A LEGIBLE AND READILY VISIBLE MRKING War, .TNC GoieR OR
<br />TENANT TO SECURE PANELS WITH APPLKABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />(A) IQ
<br />It, THE INSTALLATION CONTRACTOR IS TO SEA./CAULK ALL SHUTTER COMPONENT EDGES WHICH RO"NI IN COMM US CON,All WITA
<br />- 1/4"9 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. (Min. Fa W22 p...L)
<br />THE BUILDING TO PREVENT WIND/RAN NIRUSION.
<br />- I/4• • x 7/6" CALK -IN ANCHORS. AS MANUFACTURED 8Y L INC. (AIM.
<br />- t(W' x 3/4' SOCD-SET ANCHORS. AS 0lSTIBUtID BY AEI. POINT SCREW. BOLT A SPECIALTY CO.
<br />POINT LTA S CIALT
<br />12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND INNG r. C..1tLATXO,AIS
<br />PROVIDED 17Y THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />- 14- (WIN. 3350 ATE i'EMAIE D k PANELMAiE PLUS ANCHdB, AS MARVFACTIRED 8Y ELOO OOIJSiRLICTDN PRUOICIS
<br />(MN. Fa-33$O ps.;.)
<br />13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E-D.) PREPARED BY THE ENGINEER IS GENETIC AND DOLES NOT MWDE :a:H'Ota4ATON
<br />- tJ4-9 CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATA7N (f'a-3600 p.a.l.)
<br />FOR A SITE SPECIFIC PROJECT: L•. WHERE THE SITE CONDITIONS DEVMTE FROM THE P.E.O.
<br />A.1) MINIMUM EMBEDMENS OF TAPCON ANCHORS INTO POURED CONCRETE 57MJ,L � 7 3/4'; 2' FOR PANET.AMTE FEMALE
<br />W CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND 96TALIATMN INCLUDING LIFE SAF f OF Thy PRODUCT
<br />BASED ON T6S P.E.D. PROVIDED HE/SHE DOES NOT QMTE FROM THE CONORlONS DETAILED ON THS D ULrENt.
<br />D AND PANEMKTE. PLUS AND 1 1/4` FOR CF TAP-GRP ANCHORS.
<br />CONSTRUCTION SAFETY AT SIRE IS THE CONTRACTOR'S RE5PONSOUTY.
<br />A2). CALK-N A BDUD-SET ANCHORS SRAM. BE EMBEDDED 7/8' INTO THE POKED CONCRETE, NO EMBEDMENT INTO
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED,
<br />STUCCO SHALL BE PERMITTED. 1/4. 0-20 SCREWS USED SHALL BE 1 1/2- LONG M IUM SOULD STXxo VUST.
<br />No 1" MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD.
<br />(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTIERED ENGINEER OR ARCHITECT WINCH ILL BEC?ui' THE
<br />BUT WITH WING NUTS.
<br />ENGINEER OF RECORD (E.OJL) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P.E.D. ENGINEER oP RECORD, ACING AS A DELEGATED ENGINEER TO THE
<br />A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARD$ BE FOUND. ON THE
<br />P.E.D. ENGINEER, Oi4LL SEDMa T4 THIS UTTER TWE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />EXISTING WALL OR FLOOR ANCHORS SNAIL BE LONG ENOUGH TO REACH THE MAN STRUCTURE MIND SUCH
<br />PANELS, ANCHORAGE SHALL BE AS MENIIONED N At) AND N A2).
<br />(0) THIS P.E.G. SHAUL BEAR THE DATE AND ORIGNAL SEAL AND SIGNATURE OF THE PROFESSIONAL.
<br />ENGINEER OF RECORD THAT PREPARED IT.
<br />(a) TQf $T NG CONCRFSE B O(X WALL A_SN C-90:
<br />- I/4' F TARCON ANCHORS AS MANUFACTURED BY 1. T. W. SIALOEII. INC.
<br />14. SHUL MANUFACTURER'S LABEL SHW BE LOCATED ON A READILY (CODE. AT STORM
<br />- 1/4" • x 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. r -1500 P.s.Q
<br />S
<br />PANEL SHEARER N ACCORDANCE WITH SECTION tJ0O C OF FLORIDATHOIRAN 1 CODE ONE LABEL
<br />WU)W
<br />SBE PLACED (VERY OPENING.T
<br />LABELING O COMPLY WITH SECTION LN9.9.2 of THE
<br />- i/+'e X 3/4" SOJD-SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW. BOLT de SPECIALTY CO.
<br />FLORIDAIRIBUILDING Cgl]E.
<br />(MN. rc-1ew PA-i.)
<br />- #14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS: AS MANUFACTURED BY ELOO CONSTRUCTION
<br />THIS DpAWNNC SHAE. ONLY BE USED TO
<br />PRODUCTS (MIN. F -2071 p..J.) ,AAMIHNNRM
<br />- 114d OF TAP -GRIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPOPATKN
<br />OBTAIN PERMITS IN THE STATE OF FLORNGt
<br />A),rll
<br />P�t+rR ly,
<br />'•' FLORIDA BUILDING CODE W Velm H kO
<br />BA) MINIMUM EMBEDMENT OF TAPCON AHCHONS, ELCO PJNELALATES AND OF TAP -GRIP ANCHOR. INTO THE'COS�,•
<br />VC
<br />BLOCK UNIT SHALL aE 1 114'•
<br />_ 20 GAGE GALVANIZED STEEL. CORM PAHf1 L
<br />NO. 4 167 •T•
<br />8.2) CALK -IN A SOLID -SET ANCHORS SHALL aE EMSEOOEO 7/9 !HI'0 THE CONCRETE IR.00IO IINIT. NO U
<br />S '----
<br />''
<br />RM STUCCO SHALL BE PERMITTED. 1/4• •-20 SCREWS USED $HALL LIE 1 I/Y LAND MNNUM SHOUL�
<br />FOR
<br />'4•�"-"- GLOBAL PROTECTIDN I% IUCTS,
<br />.
<br />EXIST. AND i- MINIMUM WALLS VIH NO STUCCO.
<br />1 7!&= STA
<br />. L . C 0
<br />nr z :- .- ..., ..
<br />ExSTING POURED
<br />CONCRETE OR
<br />CONCRETE BLACK
<br />REQUIRED.
<br />9)
<br />,,AIII�R�R�I�I �t�tIiL113a
<br />SEMIQNSCALE �.
<br />aR T 6t4
<br />INSTALLATION DETAILS
<br />INTO EXISTING POURED
<br />FOR REGULAR
<br />CONCRETE OR CNCRETE
<br />PANELSQ)
<br />BI Ot,; K
<br />A a
<br />STRUCTURES
<br />CONCRETE ANCHORS
<br />BELTS a TROOLOMOR 9) \I---E.D.
<br />POURED 1 j}�{
<br />.. ....... . ._.._ \
<br />cocaDE. \
<br />!LEES 6 TWOLICH 9)IE •.
<br />f [w.
<br />1" MMn.—
<br />STB'ETB 6 1t09U6H 9)
<br />ExSTNG POURED (i1
<br />CONCRETE
<br />`5--Hb,t�T/
<br />.1 1' Mtn:
<br />1 ,Y_3"�� �s�,.•L�•�4.R 6aaE
<br />SG9P 3/8-13/8-1°
<br />i-'—v
<br />n t FL 7.
<br />t I
<br />H 1
<br />i
<br />I
<br />SXFETE a INMOROH 9)
<br />SOLE 3J8-1'
<br />CONCRETE
<br />I
<br />ONfYtETE
<br />1 4Y- A• �, 4 {r _ IJ2 ! .•" E LS eH4' 4
<br />RED " E G'
<br />O7,IRED' �` `- 1 4ro,A I 1 � t1o4 •
<br />m>�AAbon
<br />' j G7 i -. 010TT a I M fi. 7 1
<br />Iro„ wal
<br />it wr
<br />1 1 I 1
<br />I 6 = I 1
<br />1 1 I )
<br />3 I
<br />E0. ! i r pOURM ED, _ i 1� tJU• ar:
<br />naD CONCRETE
<br />,. .I* MNn
<br />I AM)19RE !i ' !.1 MfeuaR e s aA ($M S IE M ON S \! h A "•
<br />I Tm w s) Ca,L sRu $ a no ON it a.:Tl Sri 0.<
<br />R iHNOtIOI 9) pa' II�� AO�s SMELTS 9 THROOON��9)*pn, t,E}Ip ^SIT k(�1�6, TyA�A±
<br />YY 4 Z i I LfSi. Age, UR �4+ Ala
<br />SCAE3/6-1' SOLE 3/8-1'
<br />E.D. - EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />SHEETS B A B)
<br />NOTE FOR COMBINATION OF SE;C31ONS:
<br />AHINIINNNIA TOP A BOTTOM MOUNTINGS CAN BE
<br />ER A r/ AAAyA COMBINED IN ANY WAY TO SUIT ANY
<br />4y INSTALLATION.
<br />4
<br />\AEI, 'r9
<br />FLORIDA BUILDING CODE 1 IM V411Ot NLT cone
<br />7 '. �g mural lAie� sc 20 GAGE GALVANIZED STET 5T* PANELI DRAv
<br />A� g w PROTECTION P 60-i S. °f
<br />0Rl0 _ �:c. I.
<br />Nape IG Di 9 d
<br />NA.L t r�7 y J WE I w . a•. m w„A WAVYA a AWa Ft014:t (9S4)66 764�b, raw ewmi- ar 20-
<br />N•w, talsl 4n•MY .8:., om An'",
<br />N ,f. TE rA-DOD6719 Qa 4Ar .Lac- r'i .
<br />wLtAR A TRLTR J,..Y. TIME 1
<br />Faq
<br />(1) 2"X7"X1/0
<br />ALUMINUM ANGLE
<br />EXISIM POURED
<br />REE BLOC!(
<br />PRnDC1CTV,VA1tiATLON14F7>OR'r'_TRO. 20•BT271.0T. 3
<br />6. MATERIAL CHARACTERISTICIS AND SPECIFICATIONS:
<br />Shall be strict) in accordance with General Notes and Components indicated on
<br />Y po
<br />sheet 1 2 and 22 of 26 of Product Evaluation Document P.E.D.
<br />a drawing--
<br />,( )T
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-17C
<br />7 LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be stricti in com fiance with General s o: 8 4 '
<br />Y p Note N 1, thru 1 ,lndica#ed
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated
<br />an sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tilt
<br />eco, Inc. and si
<br />gned and sealed by Waiter A. TlTlit Jr. P.E.
<br />.
<br />7.2. Product may be installed 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 by Waiter A. Tiilit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719),
<br />ti a ✓ ,
<br />r
<br />Q.
<br />EN G
<br />� .44167 =
<br />STATE 0
<br />�"N"t'S10NAt.
<br />A r A M 1
<br />N+uNu11A1
<br />WATYL
<br />Wk TILTECOADMON RECOROBl P. E. REPORT.20 k 3 LORAL, PROTECTION PRODUCTS, LLC 120:43AGE.
<br />GALVANIZE05TEEL STORM'PANELI ORWG 42&1W ]REPORT #20-0728.01'
<br />/-F,—L ECO ir�Ilc.
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WALMA. TILLIT, JR., PE. fateA7 co ID
<br />V�4
<br />PRODUCT E UATTON REPORT TI re L;I N� 4410
<br />�
<br />}LC.A. Licxaee+lo. DOD6719.
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY Shutters
<br />PRODUCT SUB -CATEGORY: Stone Panels
<br />PRODUCT NAME. 4 GAGE GALVANIZED STEEL STORM
<br />2 G AN O
<br />PANEL
<br />MANUFACTURER: Global Protection Products. LLC
<br />4800S.W.51 Street
<br />Davie, Ftorida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter& Tlllit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61'G20-3,;Method 1D 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 Building 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 in case of
<br />a Building Code change that m affact its limitations
<br />u e orls and conditions
<br />9 rig. may
<br />2. EVIDENCE SUBMITTED:
<br />7.1. PRODUCT EVALUATION DOCUMENT (P.E.D.).,
<br />Drawing No. 20-175, titled 74 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 tuna 18 of 18 prepared by Tilteco, Inc.; signed and seated by Walter A.
<br />Tillit, Jr., P.E,; dated 0712712020, This drawing is an inte 10 ++pit is
<br />Evaluation Report: �l`'1r
<br />/'�� � STATE Of •k
<br />Fit ewY
<br />6355 N.W. 36th Street, Suite 305, MiarnL Florida 33166 - Phoue: (305) 871-1se11„y AC3b?��S�I
<br />COMPONENTS FOR REGULAR LIFE MEMY STORM PANELS
<br />(SCALE 1/2-1")
<br />Y`6--- - 15.IW (TOTAL WIDTH) "••"'I �..�� 18.198' (TOTAL WDI
<br />12.500• (EFFECTIVE WDTN)----- —
<br />1.3N50' }'t. t. i J.3•^dry .)500' t.3NSo' O.WO' WHL THICK
<br />OALVIMZEp STEEL ,.+I
<br />yI - ` aerDCTM6(i-U f
<br />He
<br />i.657• OALV,INTEF9 STEEL EDGE `7- � '/ ) i.&57 I G-60 0K¢ EDGE
<br />2oDD' ,2 '�TE+ MINED TYP. So _1,04 M wrier df j 2D00• ,Z ,HEMMED (Yp. DETAIL A j s
<br />EDGE QIMDE 0i 60 GALV. EDGE -
<br />- - - A , 48.e' I - - -
<br />© S,j'ORM PANEL (1g END STORM PANEL
<br />•---2187 ----:
<br />.250 -- 2.187'
<br />PANELSOO LIP '...1 i ,TOO' 1.250• -.1
<br />25*
<br />W/ -.
<br />IM7XRZ mar.. E.,....
<br />I' •r M4(. 30.68' SLITS' .T00 , P
<br />093"
<br />< LOBS° OBI- 2A2S 2°
<br />\ 2 . { 2.175' i
<br />'E'"""� 7R. Q. .375 ✓ t.
<br />R ' •-iS9'4 _........__.._.......5" TAa+.-.__._....._.....:...,
<br />ISOMETRIC V113N DETAIL
<br />ROUNDED CORNER O ENDS OF PANEL'S suL: R
<br />END UP W1 HEMMED EDGE.
<br />(N.r.$) V "h" HEADER 0 -U" HEADER Q ANGLE4A ANGLE wrrH STUD ® ANGLE wrrH
<br />nL E�3lEEY ME
<br />11TTTTyyyyyyPPPPPP 934'
<br />PANEL ..i88T .. " 096" 1e8` 27#..-• .08 10, 25 114•0-20. 304 SFAR4
<br />.390
<br />-r- STUD RIME11ED 10
<br />1.467.1.6W .fi25' j .375' _ e .270. ` ,. •'AIME O 1211r OC.
<br />1.671•
<br />1.06I3` ! 1.343-`!
<br />® KEY ROLL` WASHER 625'v 2.>R16 — Ted
<br />—.IOW l "F* MIA K ANGLE 3/8` "F" TRACK ® FLAT PLATED
<br />M036` (W-) '� - � 3+4H/NIMNAMy1 Win STUD
<br />GALVANIZED STEEL
<br />`•
<br />r- 1 1 ss y SENSE'+�,
<br />L — -1 E a75 - _ No. 44167 1 =
<br />—J r` = * 11r = FLORIDA BUILDING CODE HI h VelocityHurricane Zons
<br />i DBs ' ;�5 WIND NUT fl DEL PANEL STATE NaPN TUW. W-F20 GAGE GALVANIZED STEEL STORM PANEL CRON B,,
<br />Tnt+
<br />KEY HOLE AT
<br />m<ut16a6
<br />DET AT EMEIA Nr' ! _.._.-•- ' j(, I EC01Nc. GLOBAL PROTECTION PRODUCTS. i1C. UTE
<br />ALIERIMTMLY, USE WAG HUT WJWT +"DAL %.. ` yf, r. amDomt FL- tLW. 61 UMSTRE20-178
<br />MONOLITHIC
<br />WASHER W/ ADDRO L t n,.' yp.rj '* NMI tteap Aw 01w PHONE.- (04)M-23W FAIL (964%W9-►3Yt
<br />• 7/6YIx3/32' 11IN91ER (STANtESS G-Od1B)tW ra• rs Inr Wrnw IxLOMlret Nu
<br />Sfff1 OR M1Ka((EL PLAID STEEL). •E �ft M1N1EA A TMtT dr.. FE m IT• Ert lIQT = a M
<br />1
<br />2)
<br />CONCRETE REW BLOCK
<br />OR HX TAPS
<br />it' I CONCRETE AMC"=
<br />GHEE$ 6 TIRQUOTtOR 9)
<br />OSR OF
<br />ON(W SOMEMAX
<br />SCALE 3/8-1-
<br />EDGE of ETU511NG * NEW i' WIDE x 'AN$S 1, a
<br />`oPE}INRNG
<br />THICK AL
<br />UM. TUBS OR 1 _.. EOSiRK STlO/ P.T. W000 PLATE SPACER
<br />BAtA
<br />NEW 1" WOE a VARES.M 11W f i
<br />-77'ALUM. TUBE OR I- t VARIES �1 I
<br />,� T..W000 PLATE SPACER
<br />j BEN6ND TRAyC I
<br />LORULTL SCHEDULE
<br />� y
<br />• • (SEE SCa THR G 1 , 1
<br />- 5NEx75 • THROUGH 9) 1
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<br />`/��7 � OAA•iaY�w xrooe� I r,�
<br />4w.
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<br />CASE RA
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<br />B (pLAN)
<br />1 al ..3 ,/,• SOME 3/16-Y
<br />I Ina. q
<br />iIDIA[ I 'AYgQ e t ie,. mR m�"R. ui- \
<br />�PWMIXM ) f•A' �15A IN�CYI it�"A•.• \ •..'
<br />�y I
<br />fPLeN1
<br />- SCALE 7%IB-T�
<br />_,T1/C �xAd1A�,B•y,E,�S�3�• fib, +q �r
<br />J4,: 19WWAM3"it •7'Y of w IrmAm�O m"Ax+E amr 1, TTy�,Wsow a
<br />\ -+, ; LEY► lr6WiE4U
<br />—EDAM. GIEt Fwl BETaW^
<br />sD+VE 3/8-t" rx•t9A I1'Ot+O Bc. - x ,ere AAi"A
<br />E.D.. FAGS DISTANCE To
<br />(SEE SCHEDULE ON
<br />SHEETS 8 k 9) SCALE 3/r6-1'
<br />OM FOR COMMOAM OF SECT":
<br />TOP At BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY CASE E (PLANS
<br />INSTALLATION. SCALE 3/15-1"
<br />Hurricane
<br />T'RODtj'1'EVAILLATTONRUORTNO 20207174j 2
<br />2.2-TESF TEST
<br />missile Impact load -tests were performed under SSTO 12-99 standard as
<br />per section 6 9.1. of ' Florida i 1 0 ? the da Building Code.: Uniform. 'c a (3r
<br />p o g stab loads as p
<br />Sect! 709:8 3 r Section 1 ASTM E-330. T r i . , par M eat sports prepared American Testing
<br />Lab of South Florida, Report # 0814XI-01 dated 03111102 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01 09, dated February 26, 2009, signed and sealed by Edmunds
<br />Largaespoda, 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 />BuildingCode, Test -Re Report r Tasting
<br />p prepared by American: Te. t rig 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 're rt No. 9CM-1 b OCMetallurgical,In . po 98 c ,dated Marsh 13, 2009;
<br />Y
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per OC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, 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 anc
<br />hor spacing vs design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Waiter
<br />A. Tiilit, Jr., P.E.
<br />3 MISSILE IMPACT
<br />M ACT RESISTANCE.;,
<br />Large missile Impact n 1
<br />rundo ' 9 p r section 609,1,2 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 Panel has been verified to sustain wind
<br />pressures. Maximum
<br />u oriel length shall be as indicated sheets 3 9 1 p d sated on see 10 1 p 9t
<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, g, 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 Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard.
<br />PRO1rttCT:BYAI,CIATTON IMP-QRTD70. 20-07Z7.02 -3..
<br />5. INSTALL ATION,
<br />Installation shall be performed strictly in accordance with details indicated on
<br />she
<br />ets eta 3 thru,8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to lass s indicated g p 9 halt be as rid sated on
<br />sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document
<br />(}, drawing
<br />No.20.175.
<br />g
<br />S.:,LIIIIA,TERIAL CHARACTERISTICS, AND SPECIFICATiONS-
<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 />Anchors specifications shall be as indicated n, p o sheet 1 of 16, of Product
<br />Evaluation Document (P.E.D.), drawing No.20.179.
<br />7 LIMITATIONS AND CONDMQNS OF USE;
<br />7.1. Shall be strict! in S a compliance General Notes a: 1 h m month Cx a ote N 8 thru 14 Indicated
<br />Y p
<br />on sheet f of 18 of Product Evaluation Document ('P.E.D.), drawing No. 20 175
<br />prepared by Tifteco, inc. and signed and sealed by Walter A. TIlIN, Jr., P.E.
<br />7.2. 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 int
<br />o poured concrete, concrete
<br />te block, and
<br />wood frame structures:
<br />Product Evaluation Report prepar
<br />ed b Walter A. Tillst Jr. PE((F
<br />lorida ortda License
<br />No. 44167), President of Tifteco, inc. (Florida CA-0006719).
<br />WATULL
<br />D:i TILTECO ADMON RECORDS
<br />GALVANIZED STEEL STORM PANEL
<br />1/4. 2/4. 3/4, 4/4. 5/5, 7/5.
<br />11'
<br />W/ 2W/10, 3W/10, 4W/10, 6/s
<br />/10, 6W/11 & 7W/i1
<br />3' MAX ANOI10R5: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 A 9 7' A1AX
<br />1' FOR WOOD SEE SECTIONS ON SHEETS 10 & 11
<br />r'' i ' -j j T r-'-r- r r -1 r -- --r- ' -1-7 --T- 1 jII
<br />-i-
<br />r
<br />- --- -------- - - -- -- _—S
<br />UNBOLTED PANELS -R: I BOLTED PANELS W/ 1/40-20z1'. H
<br />(SEE SECTIONS AS ,.% S. M.S. B01.T W/ 7/8' x 3/32' 1
<br />APPLMAIiEE) A' ,% IVN0NUI5, EA OVERLAP
<br />(SAE SECTIONS AS APPLICABLE)
<br />Li
<br />ED
<br />D.M..,
<br />I" MIN.-1/4, 2/4. 3/4, 4/4. 5/5. 7/5, ;VAX
<br />i
<br />1W/10, 2 /10. 3W/10. 4W/10, 6/5 l
<br />5W/10, 6W/11 & 7W/11
<br />NNCHORS:. FOR CONCRETE SEE SCHEDULE ON SHEETS 8 A 9��_.�.____
<br />FOR WOOD SEE SECTIONS ON SHEETS 10 A 11
<br />REGULAR SIM PANELS) do i�A ELEVATION
<br />267' 1/4- it.. CAP
<br />(MIN. Ovaw .A WH08 vommo
<br />rl
<br />4f
<br />1/4' ! ���1a1N0�1
<br />>V'..,. ,�%
<br />-•(1 h) '� � • EN •••';�'� FLORIDA BUILDING CODE Nth Ikkoc Nu can* zone
<br />MAIL OAP
<br />ti7
<br />44167 • - wmo 20 GAGE GALVANIZED STEEL STORM PANEL DFP
<br />IEx
<br />N.'T.S.. i -a•• ATE .• _. IL I: t O /N0. GLOBAL PROTECTION PROOUCtSN LLC. ORE:
<br />ICJ` OW 4 Ss. 61 STREETAC '•. A.•. Er. O•..4`. Eoa, WIeIIY 4•IAnA n m" F11aD (934Y6M rAl:t (e64)6re-6)s) 20-176
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<br />TIN tIME/Q'•ft EMLIW A TAt1T t.. PlWA�•� _ - e•BT 3 HH SIX
<br />INSTALLATION !t-`
<br />DETAILS O A REGULAR 1 � 1 !7
<br />i i 1" �
<br />I j!j ) It AY-2Dx3 4" 5.5, BOLT
<br />1 1,. •WING
<br />i .
<br />/ 1NUT
<br />I O 122 1/9 D.C.
<br />�,yDNdLLTE AUGI� STASORED
<br />(SEE SCHEDULE ON
<br />W79fET
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<br />L�SCHEDULE ON
<br />�
<br />al
<br />SHEET 2)
<br />TI ��I, CONCRETE OR
<br />C3FCIETE-BLOC( OR
<br />MOUNTING
<br />i4RISM!&
<br />SCALE 3/8-7'
<br />SECTION 9
<br />SCALE 3/8-1-
<br />E.D. - EDGE DISTANCE NOTE FOR COMMON - S£CTIDNSi
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />SHEV 9) COMBINED IN ANY WAY TO SUIT ANY
<br />-. INSTALLATION. -
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SFMEET __.. __.,_... FOR WOOD SEE SECTIONS ON SHEEN 12
<br />Mar. 287` 3•
<br />OJL �WO iayU+yB 9V12 1
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<br />!,r MAx S: FOR CONCRETE SEE SCHEDULE ON SMW 9,_._.,.__.—..
<br />FOR WOOD SEE SECTIONS ON SHEET 12
<br />E.C. P lY REGULAR STORM PAHEES i1) & ELEVATION
<br />I SCALE 3J3Y=tom
<br />1/4' MAX. GAP
<br />I 9 (ERN. OVERLAP -1 IWCLE MULEY)
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