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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />PRODTIC E-U 2
<br />2.2. MT R PORTS-
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201, 203A,spereectitin 1626 of the Florida Building Code. Uniform static loads
<br />WAT..TRR A. TTLLTr .M., F.E. . .. . ..... ___
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<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #W570 dated 09[l 8/1996,
<br />PRODUCT EVALUATION R9FOR—T
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M, Medina,
<br />P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/li]98 and
<br /># 2126 dated 10105/1190 witnessed by Gilbert Diamond, P.E. and Report No.
<br />REPORT NO.: 20-0728.011
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Larglaospada,
<br />RE, and Henry Hattern, P.E.
<br />DATII July 28,2020
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc,, dated March 13, 2000,
<br />PRODUCT CATEGORY: Shutters
<br />i
<br />signed and sealed by Frank Grate, RE.
<br />PRODUCT SUB-CATEGOIRY: Storm Panels
<br />2-3-S-TIRLICTURAL EkM � I I,
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as welt as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />MANUFACTURER: Ct. a I P
<br />4600 S.W. 61 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,,
<br />Davie, Florlda33314
<br />dated 11103/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />.1-PURPOSE OF EVALUATI N;
<br />3. MISSILE -IMPACT RESISTANCE:
<br />This is a Product Evaluation Report Issued by Walter A, T11111t, Jr., P.E. (System
<br />Large missile impact under section 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />ID # I 9010) to the Global Protection Products, LLC, Rule Chapter No.
<br />6111320-3, Method 10 of the Florida Department of Business and
<br />4-!WND LOADSAMSTA -
<br />Professional Regulation.
<br />-M&
<br />20 Gage GaIvanized Sleet 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 lengthshall 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 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />Florida Building Code, and to verify, that the product Is for the purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 1 0, I 1,
<br />at least equivalent to that required by the Code.
<br />14, 15,17,18,19,20 26 and 20 of 26, of Product Evaluationt Document (P-E.D.),
<br />drawing No. 20-176.
<br />This Product Evaluation Report Shall be subject to review and revision In case of
<br />5. INSTALLALT-ION,
<br />a Building Code change that may affect Its limitations and conditions
<br />Installation shall be performed strictly in accordance With details indicated on
<br />I
<br />I EVIDENCE SUBMITTED,
<br />shoets'3 thru 7, 1 0 fhru 20, 23. 24 and ,26 of 26,, of Product Evaluation Document
<br />-
<br />2.1. PRODUCT EVALUATI N DOC4NF_NJ_t1?_.�-
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 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 Tilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07126/2020, This drawing Is an integral part � Is
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<br />GENEM- R3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUKOD OR WOOD BOARDS BE FOUND 00 THE
<br />ORA_fl*_W_4W M" EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SWIN PANELS.
<br />I STORM PANEL SHO" 04 THIS PROPUCT EVALUATION DOCUMENT (PED) HAS BEEN VEROIED FOR COMMAANCE, 104 ANCHORACE $HAIA BE AS MENTIONED IN IEI I AND 10 S�a
<br />ACCORDANCE WITH THE "20 (IM EDITION) OF THE nrORIDA BUILDING CODE. '2� -
<br />(C-' P!W M.I'.-'
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<br />DES" WTID LOADS $KILL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE #t4-10 PANIELVATE FEMALE TO AND PANEILMATIF PLUS
<br />FOR A WIND SPEED AS REWRED By THE 4URSANCTION WHERE TOM SHUTTERS AIM BE INSTALLED *4 - ANCHORS- AS MAILIVAMR0 W ELCU CONSTRUCTION PRODUCTS
<br />FOR A DIRECTIONAUTV FACTOR Kd.0.9b, USING ASCIF 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A -SO) - 1/4-0 LAG SCREWS PER NO.$.
<br />DESWN PRESSURE RATINGS 000"10I ON SHEETS 7 THRU 12. 14, 15, 18, 79 IN 20� - 7/ie* I 51V WOOD OWING. AS DISTRYBUTED BY Ad PON't SCREW, BOLT & SPECIALTY W.
<br />IN "DER TO VMrY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OETERVINCID PER ASCE 7-16 C I) MIM U4,11ARLADIED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL 13E I 1/21- AND 2- FDA ELCO PANIM"TE PLUS,
<br />SHALL W_ FIRST RM)CED TO ALSO. DESIGN NNO LOADS BY MULMYW THEM BY 0A IN ORDER TO
<br />ANOMPANELAtMt FEMALE fM
<br />COMPARE DIM W/ MAX (&So) DESIGN PRESSURE RATINGS ININCATED ON SHEETS I TNAU 12, 14, 154 le� 19 & 20,
<br />IN ORDER -TO VERIFY THAT, ANCHORS- ON THIS P E O. AS TESTED WORE kDT UVER STRESSED. A 3�U INLREASt IN ALLOWABLE C 4 WNIWUM THREADED PD&-MATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE I 1/2-- NO THREADED
<br />PENETRATION INTO STUCCO SN&L, BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />STRESS FOR W04D LOAM WAS NOT USED IN THEIR MALMS FASTENERS SWING 10 WOOD RAS BEEN DETERMINED IN
<br />ACCORDANCE WIM ND.S. 2018. C 3) MINIMUM EDGE DISTAKE Of LAG SCREWS, INTO WOOD %KIL BE AS INDICATED IN 1141$ DRAWING
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND OtSIStAKE RAS BEER VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />C-4) MINIMUM P
<br />THC ABOVE MENTIONED CODE AS PER HURRICANE "INEMNO & TESTING INC RU'lAITS 94-5ft 46-I.P0 & 96-TTO AND , CNIETRATTON OF WOOD BUSMING SHALL BE !il$r- 1/4' 0-20 SCREWS USED SHALL OF 1 112' LONG, MINIMUM
<br />FENESTRATION TESTING LAS 04C�, RDPORTS 12042 & #2126 . AS PROTOCOLS TAS-201, 7AS-202 AM TAS-203 SHOULD TWCCO MST, AND I' MINIMUM FOR WALLS WITH NO STU=
<br />AS WELL AS AMERICAN TEST LAS Or SOUTH FLORIDA REPORT 00219-01-09, AS PER TAS 201. TAS 202 AND
<br />TAS 7W STANDARDS. C5) IN CASE THAT Pfr.CASI STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE F04)ND ON THE EXISTIK
<br />WALL ANCHORS SHALL K LORC ENOUGH TO REACH THE MAIN STRUCTURE BoHNO SUCH PANELS
<br />2 ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 AILOY AND TEMPER (UNLESS OTHERWISE NOTED). Sit SKM 2 ANCHORAGE ShkU. BE AS MENTIONED IN CA) � C.2� It CA)
<br />3 ALL "tNVIM STIM METAL USED AT CLOISIRM SHALL HAVE 1%0&-H`I4 ALLOY. (0) ANCHORS SHALL BE *51ALLM POLUUMNO ALL OF THE RECOMMENDATIONS AND SPEOIFPCAT*RS OF THE ANCHOWS MANUFACTURER.
<br />4 ALL STEEL SHEET METAL PANELS SHALL HAvE STRUCTURAL QUALITY STEEL. ASTM A-SSZk GRADE .50 W�WUAU 6Q a PANELS MAY ALSG Eir INSTALLED HORROMEALLI FOLLOWING IWALIA10% DETAILS SHOWN ON SECTION 3 THIRWO. to (SHEETS 4
<br />(>IVAMED STEEL DESIGNATION W/F 58 5 ke, (AFTER ROLLED).
<br />amouuti 6) EXCEPT THAT W_-W,40&iJ SHALL Not BE USED.
<br />5� ALL SM*S TO BE ,STAINLESS $MEL 304 OR 316 MST SERIES OR CONAMON RESLIPANT COATED CAROON MEL AS PER
<br />UN 50018 W/ 5D W YIELD W�FNOPI ASO 90 TIM TENSILE StPE%IGTH & SIML COMPLY W/ FLORIDA "LO,bG wl,E 9 IT Swil BE THE ,RESPONSIBILITY Or THE CONTRACTOR 10 FT "DURONESS, OF THE STRUCTURF WHERE SHUC`M IS TO BE
<br />4!
<br />SECT" 2.1"3,��,T ATFADW14ED'M INSURE PROPER ANCHORAGE THIS S14MER OrX H-E ATTACHED TO CONCPATE� BLOCK OR WOOD FF%kE
<br />VARL CS
<br />6 BOLTS TO BE IISIM A-3W GALVANIZED StELL. OR Ar.1 .304 SERIES STAINLESS "EEL, WITH .45 I., MINIMUM Y!ELD
<br />STFIERM. 10. EACM REGULAR STORM PANEL WTV LENSTHS OVER V-9 THROUGH 12'�'. AS PER SECTIONS C f. 9 & 10 ANC ALTERNATIVES 6W,
<br />I ANCHORS TO WALL SHALL BE AS VOLLOWS- 9W At 1 OW ON SKEEIS Z. 5 & 12 RESPECTIVELY: 54ALI HAVE A � TOM AND READILY VISIBLE MARKING INSTRUCTING OWNER OR
<br />MRANT, TO SEMME PANELS WITH APKCAME REINFORCEMENT DURING PERIODS OF "tAIRiCANE WARIANC
<br />(A) M_WnW1.PM&%uW_i0= 11 THE +NStALLATIQN GUNTRATIOR IS 70 SEAL/CAULK ALL SRUT,TUIT COMPONENT EDGES WWCH REMAIN IN CORTINAOUS CONTACT MYO
<br />- 1/'�*# TAPCON ANMIORS AS MANkDoCTUREO BY I-TW BUILOaf, 09, (Mi", 1'_��197 P..i,) THE OULOING TO PREVENT WWD/RkW INTRU54045
<br />- I/4 4 . 7/8' tAEK�M ANCHOR., AS MANOFACIVRET, ITT DOWILT INC, (MIM I'"ODU TF.".)
<br />- 1/4�. SOIAT-SV ANCHORS, AS 015TRIOUTO BY ALL POW SCREW, SOLT & SPECIALTY 00, 12 STORM PANEL INSTALLATION SHAUA COMPLY WITH SPECS INDICATED I THIS DRAWM PLUS ANY BUILDING AND IONNC REGULATIONS
<br />t��1/4*
<br />(mi.. -3000 p..L) �RV�MD BY THE .W'SD"ON WHETIE PERMIT IS APPLIED TO
<br />- 114-10 PANELMATE FEMALE 0 & PANELMNTE FLU% ANCHORS. AS MANUFACTURED Ft ELCO CONSTPLCTIC-N PROPum
<br />(WN t, -&M P�.`) 13 W THIS PROOUC-1 EVALUATION DOCUMENT IRE D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRMUE THFORMATOR
<br />' TAP FOR A SITE SPECM PROFECT, I ., WHERE TK WE CONDITIONS DEVIATE TRW THE P CO,
<br />- 1/4,0 Cr -CAP ANCHORS, AS MANUFACTURED BY iRU-FW CORPORATION W-3600 p,&,I.)
<br />A, 1) MINIMUM EMOMMOO OF lAPOGN ANCHORS INTO POURM CONCRETE SHALL BE I V*': 2' FOR PANELMATE TEMALIE (U) CONTRACTOR 1-0 BE RESPONV61tr FOR THE SELECTION, PURCHASE AND INSTALLATION PICTAXANC LIFE SAFIFFY OF THIS PRODUCT
<br />EASED ON THIS P.Ext, FROVIKO Ht'?SHE 00.15 Not OEMIT MOM THE CONDITIONS DETAKEP ON THIS DOCUMENT
<br />10 AND PAREMALTE PLUS AND 1 4/4- FOR CF TAP -GRIP ANCHORS CON7,TRUCTOIN SAFETY AT SIT. IS THE COWACTUR'S RESPONOWITY
<br />A .2) CAUK-IN & SOLO-SEI ANCHORS SHALL HE EMKODET, 7/8' INTO THE POURED CONCRETE NO EMBEDMENT WIXT it) THIS PRODUCT EVALUATION DOCUMENT WTU, BE CONSIOLRED INVALID IF WOMPTEI).
<br />SIUOCO SHALL BE PERIAT110. 1/4' 0-20 SCRM USED SRAUL a 1 1/2. LONC MiNisitim WmLb Smco ETTEY.
<br />No I* MINIMUM FOR WALLS WITH NO MMQ- ARID MAY BE HEADED SrfIEWS OR ALI PHREAND SCREWS W/O FTW, (d) SM SPECIFIC' PROJECTS SITALI, BE PREPARED BY A FLUROIA REGISTERED ENGINEER OR ARCMECT WINCH WIU BECOME THE
<br />BUT WITH WING NUTS, CHOKER Or RECORD I'E"' MR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER �.it), &6_96ii
<br />USE OF IRE OF RIECOAD, ACTING AS A OUCOATED ENGINEER TO THEE
<br />& I) IN CASE THAT PRECAST STONF_ PRECAST CONCRETE PANFLS,_ PAVERS, STUCCO OR WOW e0mos K FOUND ON THE P1.0, ENGNEER, S1011. SUBMIT TO THIS LArFVR T14E SITE SPECIFIC DRAWINGS M,R REVIEW
<br />E)(ISPIW. WALL DR FLOOR . 44CROAS SIdALL BE 0NG ENOUGH -10 REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SHMA BE AS ME14TIONED IN AA) AND IN &2). (0) THIS P.E.D� SHALL BEAR TIRE DATE AND ORIGINAL $TAL AM SIGNAIURE OF THE PROFESSIONAL
<br />ENGINUIT "F RECORD TRM PREPARED IT
<br />(a) LO-UrADWISACELI",QDI-VU-AiUL-Q.-29I 14- 94MO MANKMAMAER'S LABEL SHALL RE LOC90 ON A REAVILV VISIBLE LOCATON AT STORM
<br />- I It 1APOON ANCHORS AS MARUFACIURED 0 I. I W BUILD", INC.
<br />PANEL SHUTTER IN ACCORDAIAICE WITH SECTION IT`W.9L3 OF fLOANLA BUILDIMC Coot, IW,E LABEL
<br />i;40
<br />- ' 0 � 7/1)' CALk-IN ANCIiM, AS NANUFACIVAED At DEMALT INC� (WIN V-1 5DO p.a � ) %HAU, BE PLACED M IEVMY` CIPDFING� LWOW, TO COMPLY *ITH SECTION $ 70,S1 OF THE
<br />- 1/4'0 X 3/4* SOUD-SET ANCHORS, AS ONSITIOUTED By ALL POW. %�AEW, BOLT & SPECIALTY CO FLORIDA BUILDING CODE
<br />(MN, V-18DO P,.j.)
<br />- 1114-10 PANELAAFE FEM&E 0 AND PANELMATE PLUS ANC40FIS. AS MANVFACIURED BY ELCO CONSTRUCTION � �
<br />PRODUCTS (MIN, ?'2071 P bA) .X01! 1110101#j %
<br />4
<br />- 1/4' 0 OF TAP-GRP ANCHORS, AS MANUFACTURED IV TRO-MiT CORPORATION XI�A A' (/,.-.,
<br />EIR �
<br />0'!��;_,�� ..!�!40;*,.
<br />.
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<br />&I) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELQAYES ." OF TAP-GRP ANCHOR, 01" THE -.40 . .. , ��. I "*' FLORIDA BUILDING CODE (ligh valocitl Hurricant Zont)
<br />,
<br />BLOCK UNIT SIALL BE I t/4, _$ . ` ' 1� � "LTEM ft 20 GAGE GALVAN
<br />= .*. =
<br />NO-
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<br />9,2) MK-tN AT SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONG"M BLOM V017 NC�O . E �_ \
<br />- EM I V
<br />INTO "
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<br />SUCOO .SHALL BE PERMOTIM, !/4 #-';AD SCREWS USED SHALL BE I t/2- LONG MINIMUM CO , _ �, GLOBAL PROTECTION PRODUCTS. "
<br />.2��
<br />SA'.. - "" am,
<br />VAIS7, ANO I MINIMUM FOR WALLS WIN 1.40 MCCO. TA
<br />S .: - / 11105 C 0 trit �
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<br />6. MATERIAL CHARACTERIST= AND SPECIFICATION;
<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 />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. 20-176,
<br />7. ITATIONS AND CONDMONS OF USIE.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thrut 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, Indicated
<br />on sheet 21of 26 of Product Evaluation Document (P. E. D.), drawing No. 20-176
<br />prepared by 7`11teact, Inc. and signed and sealed by Walter A. TdIft, Jr, RE,
<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 />L �
<br />wood frannist structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc, (Florida CA-0006719),
<br />,
<br />YVAnL
<br />D1 TILTECO ADNION RKORDS k P. E� REPORT-10 k GLOBAL PIRCITEcTION PRODUCTS, LLC I 20 GAGS
<br />GALVANIZED STEEL STOWPANELk DRWG*M-r76%REPOkT920OM.0`1
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<br />TILLIT TESTING & ENGINEERING I
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<br />MRODUCT EVALLIA110N REPORT PLIT? 7111-"Nb 4167
<br />t1,C.A.LIM.'4.-31306?I9
<br />RIEPORTNO.�
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />I
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCTNAME:
<br />24 GAGE, GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global ProtecUon PrQdurtLJJ&
<br />4800 S.W., 51 Street
<br />Davie, Ficrida 33314
<br />1, PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID -# 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61620-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation,
<br />This product Is beinq issued an Evaluation Report as described herein, and has
<br />been verified for com- pliance 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 may affect its limitations and conditions
<br />VIDENCE SUBMITT
<br />M. PRODUCT EVALUATION DOCUMENT (P.E.Pp
<br />Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />,
<br />,
<br />sheets 1 thtu 18 of 18 prepared by Tilieco, Inc.: signed and sealed by Walter A.
<br />Tillit, Jr., P.E,*, dated 07/2712020. This drawing is an intep*gt Y' ,I.
<br />,
<br />Evaluation Report. I,\,. , J,g,
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<br />6-355 N.W. .16th Street, Suite 105, hfluni. Florida 33166 - Phone: (305) 871 f'*l bbh-
<br />,,01-1531
<br />COMPONENTS EQR REG
<br />(SCALE 1/2-I-)
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<br />I 0.0m, (Mi.�) - -'age If 0411411114M WITH Sm
<br />,
<br />CALVANIZE13 STEEL , � f, ;�441_ 't ,
<br />�
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<br />N No. 44167 %, .
<br />I i �, . 17 ,
<br />� � , U,-/ = * :*9
<br />; L, ----a Z *. FLORIDA BUILDING CODE LIJIgh Velocity Hurriconto Zonot)
<br />I � - � I 1 - J` I- . . �
<br />I _ .... BOTTOM S .. .
<br />ow--j � , .--M NICIM rm or PANEL S-0. ITATE Of cc � Tum, Ic STORM PANEL FP
<br />I _ � . "; L'_ l,D51 LATED WIN9 NUT I �P'_. r4a "' "� 20 WE GALVANIZED STEEL ft
<br />A` , MOM
<br />�ill * K&X ft= m. �, , --- - ,,, —
<br />No.0,W,;i.i:1 ?." - __ I _�—_�
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<br />14-6 GLOBAL PROTECTION PRODUCTS. ULC. "IZZ" "
<br />&A, At-eAM I �
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<br />", N i7_r__ _w__ ,/7ERECOIT.. ,, 4M.M. 41 VFW
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<br />* 2*XZ'Xl X &YWATIVELY USE WRIC MIT W/W ?_;0 WM � mt.
<br />;��/`��__;�,
<br />ALUMMU11LAINU . MONOLITHIC WASHIM W/ AIDDIT&A, jP1:M.r* PHW� os-)"�7510. FAX, M-)4"_VV 20-176
<br />/ I - &Vw*&�a �
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<br />PRODVC_f1CJ��lA,ATT0NREPJMTN0 2DA711.1151 2
<br />22, TEST REPII
<br />Larglarnissilia Impart load tests Wets performed under SSTC1 1299 standard as
<br />�
<br />I
<br />per section 1609.1 �2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.6.3, per ASTM E-330. Test reports prepared byArnerican Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03/1 UO2 witnessed by William
<br />R_ Mahner, P.E., Borlz Moroz, P.E. and Henry�Hattpm, RE, and Report No.
<br />�
<br />0219.01-69, dated February 25, 2009, signed and sealed by , Edmundo
<br />Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as pet section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1 123.01-M dated November 23; 2010, signed and sealed by Julio S.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated Match 13,2009,
<br />signed and sealed by Frank Grate, RE, as par ASTM Er8 and Tensile Test as
<br />,
<br />per QC Metallurgical Report No. I OKM-1 318, dated December 1, 201 0 signed
<br />and sealed by Jerry Jacipfano, P.E. as per ASTM E-8.
<br />LIMIRUCTURAL ENGIh[ERRINA_CALQ"T1 .
<br />_QNS,
<br />On 24 Gage Galvanized Stsel 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 />section 1604 of the Florida Building Code, Calculations prepared by Tiltsoo,
<br />Inc., dated IWI 8110 and 08127113 (for this revision), signed and sealed by Walter
<br />A. Tilift, Jr., P.E.
<br />3. NIMSILE, IMeACT-RWIST. F,
<br />�- A ,C_,,,
<br />IN
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as par
<br />SSTD 12-99 Standard and TAS 201.
<br />. . WIND LOADS REMSTANCE.-
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall beasindirsted oneheets3, 9, 10, 11,
<br />12 and 17 of i a of Product Evaluation Document (P.E.D.)i drawing No. 20-175,
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 1 1, 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, asper SSTD 12-99 Standard.
<br />MODUCI EVAIXATION RE 3
<br />SLINSTALU-00 N-
<br />Installation shall be performed strictly in aocondance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 1 8, of Product Evaluation Document (P.E.D.),
<br />drawing No. 2 , 0-175, Minimum separation to glassahall be as indicated on
<br />sheets 3, 6, 1 3, 14, 1 5, 15 and I & of I 8, of Produrt Evaluation Document
<br />(P.E.11), drawing No. 20-175.
<br />_% MATERIAL CHARACTERI$MCS AND SPECIFICATIONS;
<br />,,, -, -
<br />Shall be strictly in accordance with General Notes arid Components indicated on
<br />sheet I and 2,of 18, of Product Evaluation Document (RE.D.), drawing N
<br />20-175,
<br />t
<br />-
<br />Anchor specifications shall be as Indicated on sheet I of 1 8, of Prod It
<br />K
<br />Eviluefion Document (P.E.D.), drawing No. 20-175. -
<br />7-LIMITATIONS AND CONDITIONS Of USE: 2t
<br />IS.,
<br />= =
<br />W : 6
<br />Z?
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indl
<br />=0 LU
<br />CS
<br />� .=
<br />on sheet I of 18 of Product Evaluation Document(P.E,D.), drawing No. 20-175
<br />6 E-L I
<br />prepared by Tilleco, Inc. and signed and sealed by Walter A. T111111, Jr.I E� 'I.-OO
<br />P'
<br />= '0 "
<br />-= CM
<br />7.2. Produd shall not be Installed within HIGH VELOCITY HURRICAM ES
<br />"r "c:0
<br />- = Lr_
<br />:0ii W C=
<br />-
<br />as defined on section 16202 of the Florida Building Code,
<br />2 1= C-4
<br />co a, C=
<br />7,3. Product shall only be Installed into poured concrete, concrete ock, LL d
<br />X - "
<br />3: ,2 =
<br />M =-.=
<br />wood ffalme structures.
<br />. E -1
<br />�k.
<br />Product Evaluation Report prepared by Walter A. THIft, Jr., RE. (Florida LI 0
<br />do LI is
<br />C:, _=
<br />= W -
<br />= _3_4 �I:
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<br />I
<br />No. 44167), President of"I'lliteoc, lnc� (Florida CA-0006719).
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<br />MAX ANCHORS� FOR CONCRETE SEE SCHEDULE ON SHEETS 6 & 9 -
<br />�5" - - ___ -..--. I t_r
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<br />! IAPPLICAFBLE� I I � �', , 1 1 1 i 1 IiANGNUTS 0 FA. OVERLAP I i
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<br />1, IAN, - C ON
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<br />-...,------. _____..__ ANCHOM FORCONCRIETE SEESCHEDULEON SHEETS B&Q____ ____,__._.______
<br />FOR WOOD SEE SECTIONS ON SH" 10 & It
<br />NA.S.
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<br />. ' vim TU=1 W� FAI
<br />f F N 44167 ", 1 20 GAGE GALVANIZED STEEL M I. M" fty�
<br />. -
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<br />NJ.& 15� -0, E , . I N PRODUCTS, U.C. 0"t'T,
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<br />INTO EXIMTING 20URED. ONCRETE OR MOM Mai 119JURES ow9ftn 0010"M � OR 0 TAP-MF (SEE so"= ON - 1\1 gsf;j;y�k 11 11-1 I ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEET 2
<br />(SU schoutum on . im SONS)LAE ON SWET e IV 0) � . __.________ .. _._____ __
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<br />CONCRETE ANCHORS ! ,:,- I �7. . CDNCRM BLOCK 31 Nov- 2.67'
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