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<br />2. 2. TIS S T R E P 0, -R-Ts;
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<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static toads
<br />LXyA[XAnQff-REWXLSQ-"--VnM 113
<br />6. M"T RIAL CHARA-CTER[STLCS-AND-&PECECATWNC-
<br />Shall be,strictly in accordance with General Notes and Components Indicated on
<br />sheet 1, 2 and,2'2 of 28, of Plioduct Evaluation Document (P.E.D.), drawitrig
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<br />PL�CA 1,I�M1,,N6,X9)6? 19
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane engineering &
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />Testing, Inc,, Reports # 96-589 dated 08/0911996, #96-570 dated 09118MO96,
<br />26, of Product Evaluation Document (P,E,D.), drawinig No. 20-176.
<br />EVALUATJQN RERORT
<br />#96-T�O dated 0�t2011996, all three signed and sealed by Hector M. Medina,
<br />.PRODUCT
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br /># 2126 dated 10/05119,qB witnessed by Gilbert Diamond, P.E. and Report No,
<br />T-LIMITADONS AND CONDITIONS OF USE:
<br />REPORT NO.: 20-0728-01
<br />0219.01-09, dated Marth 4,2009, signed and sealed by Edmundo, Largaospada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1-Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />- ,
<br />DATE: July28,2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet I of.26, as well as General Notes # 1 thru 4 and I I thru 11�, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Fmnk Grate, P.E.
<br />prepared by Tilteco, Inc.. and signed and sealed by Walter A. Tillit, Jr,, P.E.
<br />Storm Panels
<br />2.3. rRUCTIJ.RAL ENGINEERING CALCAILA3MKS:
<br />,,,, _ -
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design,
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620,2 ofthe Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />Wind load. as well as maximum anchor spacing vs. design wind load and Panel
<br />MANUFACTURER: Ptoftetion Products
<br />length based on rational and comparative analysis, and In accordance with
<br />7.3. Product shall only be. Installed Into poured concrete, concrete block, and
<br />WOW LLC,
<br />4800 S.W. 61 Street
<br />section 16le of the Florida Building Code. Calculations prepared by Tifteco, Inc.,
<br />dated 11103108 and 03112/1 5, signed and sealed by Walter A. Tillit, Jr., P. E�
<br />wood frame structures.
<br />Davie, Florlde33314
<br />I PURPOSE OF EYVALUATI
<br />3. MIMILE IMPACT RE61STANCE:
<br />Product Evaluation Report prepared by Walter A. Tillit,Jr., P.E. (Florida License
<br />...... _-
<br />This is a Product Evaluation Report Issued by Wafter A.Tillit, Jr., P.E. (System
<br />Large missile Impact undersection 1626 of the Florida Building Code, as per
<br />No. 44167), President of Tiltoco, lnm (Florida CA-0006719).
<br />ID # 1 906) to the Global Protactl on Prod ucts, LLC, Rule,Cha pter No.
<br />TAS 201 Protocol.
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<br />61G20-3, Method I D of the Florida Dopartment of Business and
<br />Professional Regulation.
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<br />20 Gage Galvanized Sleet Storm Panel has been verified to sustain wind
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<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, 16,
<br />16,10, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), draiwing No.
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<br />been verified for compliance in accordancewith the 2020 Seventh Edition of the
<br />Florida Building Code, W to verify that the product it for the purpose intended
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8i 9, 10, I 1,
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<br />at least equivalent to that required by the Code.
<br />14, 15,17,18,19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
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<br />drawing No. 20-176.
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<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />INSTALLA11QN:
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<br />';' 'F'S/ O'N' 'A"C I �\' I I
<br />""itionsolso"O
<br />a Building Code change that may affect Its limitations and conditions
<br />5.
<br />. .
<br />Installation shall be Performed strictly in accordance With details indicated on
<br />2. E-VIDENCE SUBMITTED -
<br />sheets 3 thru 7, 10 thru 20,23,24 and 26 of 26, of Product Evaluation Document
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<br />D'ATILTECOADMON RECORDS IF. E. ReFORT.20AGWRAI-PROTECTiON PRODUOTS, LEcI.26GAGF
<br />u. ma-Dum mtALuA*noN cumEN-TrimAj.
<br />(P.E.D.), drawing No. 20-176, Minimum Separation to glass shall be as
<br />GALVANIZED STEEL STORM PAN5LI DAWO 420476I REPORT # 20-0728,01
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 6, 14,16,26 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />sheets 1 thru 26 of 26 prepared by Tiltato, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated O7/28t2O2O. This drawing Is an integral partaVAIS
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Kime: (�05) 871-153O - . 1
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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />WALTERA. TILLIT, BL, I'Z 'PRODUCT EYALMATIM REEM - , "i ", 1,C1 -�' �l ..-, -�
<br />11'(:'A1LivSw'.'b.006?19
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 2.4 GAGE GALVANIZED STEEL STORM
<br />I
<br />PANEL
<br />MANUFACTURER: Global Protection Frodmob, LLC
<br />4800 S.W. 51 Street
<br />Davis, Florida $3314
<br />1, PURPOSE OF EVALUATIONIL
<br />This is a Product Evaluation Report issued by Walter A, 11111t, Jr., P.E. (System
<br />10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />I
<br />ISI 020-3, Method I 0 of the Florida Department of 8 Lisiness and
<br />Professional Regulation.
<br />This, product Is being Issued an Evaluation Repartas described herein, and has
<br />been verified fbr Compliance in accordance with the 2020,Seventh Edition ofthe
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />,
<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 may affed its limitations, and conditions
<br />2. EMIDENCE SUEMMO:
<br />2.1. PRODUGT EVALUATQN QdCUMEKTPJAy-
<br />Drawing No. 20-176, titled "24 GAGE GALVANIZED STEEIL STORM PANEV,
<br />sheets, 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />�
<br />Tillit, Jr., P.E,*, dated 0712712020. This drawing Is an integwrt
<br />. �!'t'okjp, Is
<br />Evaluation Report, 0 " t k�0'0'.
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<br />631MNX,36thStreet, Suite 105,Mtsmt Fldrida33166 -Phouc: (305) 871- ... -1531
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<br />PRM;-(;FFVALIUTT0NRVMTN0, *On?42 2
<br />Large missile impact load tests were performed under SSTD 12-99 standard as
<br />per Section 1609.1.2 of the Florida Building Code. -Uniform static toads as per
<br />Section 1709.8.3, per ASTM E-3130, Test reports prepared byAmedcan Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03M1102 witnessed by William
<br />R. Mannar, P.E., Boriz Moroz, RE, and Henry Hattern, P.E. and Report No.
<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 OC Metallurgical, Inc., dated March i3.2009,
<br />signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. I OKM-11 318, dated Disbembbr 1, 2010 signed
<br />and sealed by,JerryJaciofano, P.E. as per ASTM E-8.
<br />. SMCTUIRAL ENGINEERING C&GULATIONS:
<br />On 24 Gage0alvahized 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 />seq.tion 16,04 of the Florida Building Code, Calculations prepared by Tilteco,
<br />Inc -,dated 12118/16 and ONW13 (for this nevisirin), signed and'sealed by Walter
<br />Ai Tillit, Jr�, RE
<br />I NNSILE IMPA- -CT RESISTAM-6;
<br />,
<br />Large missile Impact under section 1609, 1,2 of the Florida Building Code, as, per
<br />SSTD 12-99 Standard arid TAS 201.
<br />AS VAND WARS'RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shell be as indicated on sheets 3, 9, 10, 11,
<br />, , .
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-1175�
<br />, I
<br />Maximurn Anchor spacing shall be or, indicated on sheets 5,19,10, 11, 13 thru 16
<br />and 118,of 18, of Product Evaluation Document'(P.E.D.), drawing No. 20-175,
<br />24 Gage Galvanized Stad,,Storm Panel has been verified for code compliance to
<br />work,as a rion-porous,trorm Shutter assembly, as per SSTD 12-99 Standard-
<br />PRODUCIRYALUATLON-UPORT NO, 20-01=02 3
<br />S. INSIALLATION-
<br />Installation shall be performed Strictly in,accordance with details indicated on
<br />.
<br />sheets 3 thru 6, 12 thru 18 of 1 6, of Product Evaluation Document (P.,E. D.),
<br />I
<br />drawing No. 20-115. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13i 14, 1 6, 18 and I 8 of i 8, of Producf Evaluation Document
<br />(P.E.D), drawing No. 20-175.
<br />1
<br />&-MAT jALCHARACTERMTLCSANDAP-ECWI-CAT-IQKS-
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<br />Shall bestrictly in accordance with General Notes and Components Indicated on
<br />sheet I 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 I of 18, of Product
<br />Evaluation Domurn6nt (P.E.D.), drawing No. 20-175.
<br />Z. IMITATIONS A - -3 -OF USE.,
<br />7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of 1 8 of Product Evaluation Document (RE.D.). drawing No. 20-175
<br />1
<br />prepanad by Titteco, Inc. andsigned and sealed by Walter A. T111111, Jr., P.E.
<br />T2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1020.2 of the Florida Building Code,
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />I
<br />Product Evaluation Report prepared by Walter A. T1111t, Jr., RE. (Florida License
<br />No. 44167), President of Titteco, Inc. (Florida CA-000671 9).
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<br />GOO& NOTIES COMEQNENTS FOR REGULAR & LIFE SAFM 5T-ORM EANELS 1/4, 2/4, 3/4. 4/4, 5/5, 7/5,
<br />ELS) IN CASE reAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUGCC OR WOW BOARDS K FOUND ON " (WALE 1/2-1")
<br />a" MR sm SAN= 0051ING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS I W/1D, 2W/10, 3W/10, 4W/lo, 6/5 I'�
<br />L ANCHORAGE SHALL BE AS MENTIONED 04 0.1) AND IN Sa)� 0. 6W/1 I & 7W/I 1
<br />t STORM Pw� Ift "MODUCT MUkT*N OMUMENT (PXD.) HAS BEEN VMFLEC MR COMPLIANCE IN f-----1'a,IW (TOTAL V1E)TKI------------) 5W/I
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA OLKANO CODE. r---45AW (MAL WON)-------n
<br />(C) M-Muhr,wuaAWL-seuvc-QMAM�,�--im-wil: '----12,SW (EFFECITNE WOM)---------i � I 4r: MAX-_ !
<br />- Em i - I I I , I MIN, FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 I
<br />OM WIND LOADS SHALL BE DETERMINED AS PER SECTION tGZO OF THE ABOVE MENTIONED CODE� - 1/4*0 IAPCON AMEN , AS MANOTAtMAED BY LT.w. SO I INC. S. - -r- --------AMCHO1FS; FOR tvcpm SEE SCHEDULE ON SHEETS Mw'�
<br />FORONWIND SPEED AS RMUIRICID BY THE JUMSGICTION WHERE THESE SHUTTERS W%eMMAL - #14-10 PANELMATE FEMALE 0 AND PANVILMATE PLUS ANCRORS. AS MANUFACTURED BY a= CONSTRUCTION PRODUCTS, I -----S IX--, I -- , 6 11, --- f 71: I" C=
<br />FOR NOT 0 � . 1-1 I i I^ - -
<br />"C"ONALITY FACTOR KO-O,$6 USING ASOE 7-16 AND SHALL LESS PER N.D,S. � - I 1�0 1 , '3W 042W MOL TIOD"K ,,1 . 'SOD 0 / D 4
<br />1) Ipt'�" _13 - . a F
<br />A Oft Sal _ Ile, LAG SCMM P � f-I. -1 - /�.' ',
<br />DESIGN PRESSURE AkTINGS INWATO ON SHEETS 7 "D i2.14, 145� 16. 79 & 20. - 71W# X SIS' WOW aUSHINC� AS DISTRIBUTED BY ALL POINT SMEW. SOLT` S, SPECIALTY CC, f'/ " t I � I f I - --- - - ---1 ---. -/
<br />8 4041002M SIM I D.M.,(D, -T --- T- --7-1-7 I I I I � -
<br />-tt I I I * -453 '7-1 i T- I i --I- I , ------- ---I
<br />IN ORDER TO VDHPY IRE ABOVE CONDITION, ULCMATE DEW / � . , \ AM A I . (�)' 0 + @' �S=_
<br />A WIND LOADII DETERMINED PER ASCE 7 � I - W 10
<br />S4ALL BE FIRST REDUCED TO ASO. DIESION MIND LOADS BY MULTftYM INN BY *A #4 ORDER TO C, 1) MINIMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- MR ELCOr PANCLAIATIE PLUS /I X DOW MON, INIM , - L&J
<br />/'�f
<br />COMPARE THESE W/ MW. (A.S.0) OE" PRESSURE PAT" INDCATED ON SHUTS 7 !Dft It 14� 1% 16. 19 & 20� AND PANELMIALE FEMALE 10. , ; I I I -I--- I
<br />I 14 O"Nam STEEL SEW , / - � � I I* .-., I -6-4-0 `^-1 -1 (�, (�)-o I Q� I � �� y I " = -= =
<br />�! .2 - I \ . �J R
<br />C,Z) MINIMUM ThR5NDED PO4MAMN Or LAO SCREW� INTO THE WOW FWAC LIMIT SHALI� BE 1 1/2'� No TIftwo *-, K - W TYP' \ ASM A-W ZOGO 14 ' ' ' -
<br />IN ORDER TO %VWY THAT ANC-1EA$ ON TRIS PIZ, AS TESTED WERE HOT OVER STRESSCD� A 33X INCREASE IN ALLOWABLE , \ 2,0,7- - - I r - i L I .
<br />ZC X" -;; �� HE MED, MAN. AJ , n"10 � -
<br />PCHEFRIGION INTO STUCCO SHALL BE CONSIDERED AS PART OP THE REOUMPIRREADED PENETRATION. CAW 60 MIMIMUM 1 961M 1 -1 I=- j- CM
<br />MESS MR WHO L&APS WAS Nn OSET, 04 THEIR ANALYSIS, FASTENERS SPACNG TO WOOD HAS BEEN DETERIONED IN G-80 GAI.V, 0- CJ =- C-5
<br />ACCORDINRCE WITH ".S. 2018. C-3) MINIMUM EW DISTANCE OF LAG ECREWS, INTO WOOD SHALL HE AS INDICATED IN THIS 04AMNG ' t�IULT 480 � AP, A _ ----- I I � = CC t-) C-4
<br />STORM PANWS ADEQUACY FOR IMPACT AND WIND RESISTANCE PAS BEEN VMM IN ACCORDANCE WITH SECTION t626 OF L ------- I -------- -114w- -I I ---------------- � ---- e � �; LU -= Co ><
<br />THE AGEW MENnONED CODE AS PER *W4WAK ENONWONO * 'MNO R`I�4 REPORTS 106'-$601 96-570 * 06-TSO AND CA) MINIMUM PENETRATION OF WODO OUSH04 SMALL BE 51W. Ile 0-20 SCAM USED SHALL BE I I/F2' LONC MWWJM L - --- I- I b, I ' .. - 14 --L � cn ..; Li- el-
<br />FL%'MMT*W TESTING LAS, W., REPORTS J2032 & 02126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WIFN No STUCQO� "--.----,-----6.250" - l t =
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<br />Z ALL ALUMINUM WMIONS TO BE 6063-16 ALLOY AND TEMPERL (UVLE%� OtmEMSE NOTED), SEE S�W t WALL� ANCHORS SHALL BE LONO ENOUGH TO REACH TIE MAIN STRUCTURE BEHIND SUCH PANELS. -2 1 W?*-- . I- - - - - - CU C:' -3
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<br />DW 50018 W/ SO kd] WELD STRENCIN AND 90 ksi TENSILE STRENGTR AI SKAU COMPLY W/ FLORIUA 8114-01ING CODE 9 IT SHALL HE THE RESPONSIBILITY OF THE CONTRACTOR TO ANDY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS IV BE - I , - 4 ---- I 1 IF - . . Am I � / SECTIONS AS APPLICABLE)
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<br />7� ANCHORS TO WALL SHALL BE AS FOLLOWS. TENANT TO SEC 31 MPANN6411412APAPELEW&CLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. �-' I it a .375 � , . y T ' ;p- = = �
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