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<br />TILLIT TESTING A ENGINEERING COMPANY
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<br />WATTER A. nLLrr, JR., RE
<br />, tilteco@aoj.com
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<br />YL C AUI,-N.. 06-,IY
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB-CATFOORY- Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: QJQt1aLFnbwAknFtody d%jLr,�,
<br />4800 S.W. 51 Street
<br />Davie, Florida33314
<br />I.. PURPQK.01F EVALUATHON:
<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 />61 G20-3, Method 1 D 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 may affect Its limitations and conditions
<br />2. EVIDENCE.- -
<br />SUBMITTED.
<br />2,11. PRODUCT EVALUAT-ION-DOC�UME-Nj-(P.E.D,)w
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEU',
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and .sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part j
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<br />Evaluation Report. �,,101 INI,,
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<br />22-TWESTRIEPORTS:
<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 loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports 9 96-569 dated D8/0911996, #96-570 dated 0911 ell 996,
<br />996-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E-, Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and
<br /># 2126 dated 1010$/1098 witnessed by Gilbert Diamond. P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc,, dated March 13, 2009,
<br />signed and sealed by Frank Grate, P-E.
<br />ZI.-STRUCTURAL ENGINEERING CAL WIATIONS:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordancewith
<br />section 161 6 of the Flodda Building Code. Calculations prepared by 71teco, Inc.,
<br />dated 11103108 and 03J1 2/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WIND LOADS-RE$ISTANCE-.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall beas Indicated on sheets 8,10,14,15,
<br />16,19. 25 and 26 of 26 of Product Evaluation Document (P-E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1,
<br />14,15,17, 18, 19� 20 25 and 26 of 26, of Product Evaluation Document (P.P.D.),
<br />drawing No. 20-176,
<br />JNSTALLATION;
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E,D.), drawing No. 20-176, Minimum separation to glass shall be as
<br />Indicated on sheets 8,14,16, 25 and 26 of 26, of Product Evaluation Document
<br />(R E. D.), drawing No. 20-17&
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<br />GENERAL : 83) IN CASE THAT PRECAST SIONE, OR PREChSr CONCRETE PANELS, S`OICCO OR WOOD BOARDS RE ICOIWo kIN IML
<br />oWA_Eo&,W_WM_MAW=_MM_=AM_ffiMX EXISTING WALL, ANC14ORS SHALL BE LONG ENOUGH TO REACH WE WAR STRUCTURE SEIAND SUCHI PANELS,
<br />I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION OOCUMEN1 (RED) HAS BEEN VERIPILD FOP CWPILAINU IN ANi SMALL BE AS MENTIONED IN 8.1) AND IN 6.2).
<br />ACCORDANCE WITH THE 2020 P. �DIWN) OF WE FIORIOA BUILDING CODE fc) IQ-4;�aitN�-.WWD�,�Lmj&-Ui=-A&M�.�L,�=-Mn
<br />DES 4 WIND LOAM SHALL BE DFiFEAMIMED AS PER SECTION 1520 OF THE ABOVE MNNONED CODE, - 1/4-0 TAPCON AACKORS. ASIMMOFAE70RED BY ITW ISAUXEIL INC
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<br />FOR A WIND SPiEM A' RISQUIRED BY THE 4URIVNCTION WHERE THESE SWITERS WRA RE FRETkA�M ANO - 14-10 PANEUAAIE FEMALE O AMC PAKELMATI PLUS ANi AS MANUFACrOUD Of ELCO CONSTILOCnON PRODUCTS
<br />FOR A DRECTIOTLALM PACTOR Kd-GAS USING ASCE 7- 1 6 A04D SHALL NOI IEKCE�-D 114C MAXIMUM �A,S.D) - I /A'd LAC SCRIMS PER N U�S
<br />DESIGN PRESSURE PJMNGS INMATES ON !SfUTS 7 Wi 12, 14. 15, 16, To a 20� - 7/16'# * S/8� WOOS BUSHING. AS USTRIBUIED BY ALL POINT SCREW, SOLT Or SPECWJ� GO
<br />IN ORDEP TO VIERR� THC ASOUL CONDITION, UO)MATE DESIGN WIND LOADS 0TYPROVINED PER ASCE 7-15 C I ,� MINIMUM WREAM PENCTRAPON FG,0 WOOD Of 1APCON ANLHORS SKA" M 1 1/2- INC 2' FOR ELCO PANELMATE PLUS
<br />SHALL BE nRST REDUCED 10 A.$ D DEVON WIND LOADS 13Y MUL TIPLYINT; I ,HEM 13Y 0 6 IN MEN TO
<br />AND PANELMALE FEMALE ,M
<br />COMPARE T'ITsE VL/ WAY TASU) OESiIGR PRESSURE RATINGS INDICATED ON SHUTS 7 WHO, 1.� I., is. 16, 19 & 20
<br />IN ORDER -'a VERIFY `WAT AICHOYS ON THIS P ED AS TESTED WERE NOT OVER STRESSED, A SA INCREASE N ALLOWABLE C 4 MIN�IMLNI THREADED PENETRATION OF LAG SCREW, INTO TNE *GOP FRAME Ofir SItkLL BE ! 1/�' NO WRTADED
<br />STRM FOR MnO LMs WAS WIL USED IF, WEIR ANAI_y,.�,S FASTENERS SPACING TO WOOD HAS BEEN GETERMWED IN PENETRATION INTO STUCCO S", BE C'ONSJOEPEO AS PAM 01 THE REQUIRED THREADED mENETTIATION
<br />ACCORDANCE WTH N.OrS 201a- C 3) MINIMUM EOGE DISTANCE OF LAC SCREWS, INIO WOOD SHALL BE AS WDICATED IN IN* DPAWINC
<br />STORM PAROL'S AVEOVALN FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION !626 OF
<br />WE ABOVE MEWTONED CODE AS PER HURRICANE ENGINEERING at TESTING In, REPORTS 96-569. 96-570 4, 96-T30 AND C 4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/0' 1/4' 0-20 SCREWS USED SH.,1 OF I 1/2- LONG MINIMUM
<br />"ESTRAriON, TEIDIW, LAS NO, REPORTS faO32 & II12ize . As PROTOCOLS TAS-2ai, 7As-2o2 AND TAS-203 SHOULD STUCCO EXIST, AND 1* MINIMUM FOP WALLS WIN NO STUCCO
<br />AS WELL AS AMMVIN TUU LAB OF SOUTH FLORIDA REPORT #0219.OT-02, AS PER TAS 201� TAS 207 AND
<br />TA-1 201 STANDARDS. C 5) IN CASE THAI PRECAST STONE, OR PRECAST CONCRETE PAWaS, STUCCO OR WOOD ROAR!ITS BE FOUkD ON WE EXISINIG
<br />2 ALL ALUMINUM CXRYV5ONS `0 VIE. 6063-46 ALIOY AND TEMPER (UNLESS OWEWi% ,�,_O) SEE ,vim. WALL. ANCHORS S�FIALL BE LO"C ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAHEL_-
<br />2 4--NOIMCZ SHALL BE AS MENTIONED 1. 1, 1) C 2) 4 C -)
<br />I ALL ALUMINUM SHEET METAL USED AT CLOSLIM SHALL HAVE 3tOfi-HI4 ALLOY. (U) ANCHORS 5�� NE iNSTAU ED FQLLOWINr ALL OF THE RECOMWFNWnGAS AAC, �PECWFEAAONS (IF THE ANCHOR S MANUFACTURER
<br />A ALL STEEL SHEET METAL �ANELS SHALL HAVF 57RUCTURAL OUALITY MEL ASTV A-95-4 OPML, 50 ";MUM. Q-60
<br />GALVANIZED STEEL Of_�GNATION W/r(- 5BS �, (AFTER ROLLED). 8 FAAE',5 WAY AM BE 04STALL-M HORIZONTALLY FOLLCMFIG INSTALLATION DETAALS SHOWN ON SECIICN 3 TFihTAJCM 10 (SHUTIS 4
<br />THROUGH 6) EXCIE-, `H�Af HEADERS Q1 & 0 SH&_L HOT BE USED
<br />5 ALL SCREWS TO BE STAINLESS 5TEEL 304 OR .118 QSI SERIES OR CORROSION RESISTANT COATED CARBON S`IUL As PER
<br />DIN 50018 W/ SO �i YIELD STRENGTH AND W Mi TENSILE STRIENaW & SHALL COWRY W/ FLORFAI BUILDING CODE 9 11 SHALL BE THE RESPONSOUT, Of THE CONTRACTOR 10 VERIFY T"IF SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO SE
<br />SEC'IDN 2.,! 3..� 4 ATTACHED TO INSUPIE -ROPOR ANCHORAGE THIS SHJTrFJR SHALL ONLY BE ATTACWT) TO M14CACTE. BLOCK OR WOOD FRAMI,
<br />JAHLMNIGS,
<br />6 WATS TO W_ ASIM A-JG7 GALVANIZED 5TEEL� OR A,S1 304 SERIES SIAINLLM VTU� WITH 3g WA MINIMUM I)ELD
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<br />STRENGTH H). EACH REGULAR STORM PANEL WITH LENGTHS, MS W-8 7HROUGH 12 -.*. AS PER SECTIONS C, 5. 9 & 10 ANC ALTERNAThES FW.
<br />' T$ IL 5 A I Z RESPECTIVELY. SHALL HAVr A �.rLGLRUE *10 TEEA' CLY V III . INSTRUCTING OWNE
<br />, ANCHORS TO WALL E1IALL BE AS FOLLOWS SW & IOW ON SH& fSIBLE WAR V R OR
<br />TENANT TO N!:C0Pt PANELS WTH APPLICABLE REINFORCEMENT CURING ?EFNODJ Or HURACANE' WAANIK
<br />(A) rO_,QV_-T)Ekg -1
<br />_,,k1&QO .QQN�_ I I THE 0SCALIATION WiNTRAr`F(,W IS FO SEAL/CAU1,K ALL SP)TTEq COMPONEW EDUCS WHICH REMAIN IN MNTIMUOU$ U(�NTACT ffli
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<br />I t-. TAPCONF ANCHORS AS MANUFACTURED 6, LT �Y SLILVE., IRE (0,� f-3152 P � I) THE 9USLONO TO PINCY'rNY WINO/RMN INTRUNSOIL
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<br />- /" I � -1.18, CXA - I" ANCHORS. 15 MANUFACTURED By DEWALT INC (MIN, V-31CAT P..,)
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<br />,/�,- , V�, SOUD-SET ANCHORS, A-5 DISTRIBUTED By ALL POINT SCREW, SOLT & WCIAU'l Ci!L 12, STORM PANEL INSTALLATION S"I COMPLY WMI SPECS iNDICATED IN THIS DRAWING PLUS ANY SUTLDJN� AND 7ONNC RMULAFiVNS
<br />(M," C-300 P..0 PROVIDED By 7FIF jURI5,01CTION WHERE PERMIT IS APPLIED TO
<br />- #14-10 PAIRELMAIT FEWLE 0 & PANFLWATE PLUS ANCHORS, AS WUIACRIRrD BY CLOG CONSTRUi PROCOCIS
<br />11 (o) THIS PRODUCT EVALUATION OCCUMENI �P F D,) PREPARED By 7IIISS ENGINEER IS GIENER(C AND DOES �Vr PROYIUL INFORMATION
<br />'MN t , 33_bo P.,;'?
<br />tDO A S H SPECOn. PROjECT, i v WHERE THE 5ftT CONTURON5 OCVMTE FINA THE FP ED
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<br />- � 4 �* OF TAP-ORTF ANCHOR5. AS MANUFACILFRED By 71RU-M7, CDIWMT04 ff'3600 -.1 I
<br />OR .
<br />kl) MINIMUM EMBEDMENT OF TAPWN AMC64GRS INTO POURED CONCRETE SHALL BE 1 3/4'� 2' FOR PA"'ELMATE FEMAIE IN CONTRACT TO BE RCSIPON51SLE FOR �HE SELECTION, PURCHASE AND INSTALLATION INC,,UONG LIFE SAFM Or TmS m.QDUCI
<br />EASED ON TFtS PiEZ. PROITOED HE/SHE DOES N,01 "Alt FROM T�E COWRONS, DETAILED ON tH(.--. DOCUMENT
<br />FO AND FAMEMALTE PLUS AND I t14" FOR OF TAP-GRP ANCHORS, LaRSI-OCTiON' SAFF17T AT SRF 15 THE CONTRACTOW5 RESPONSIMIT,
<br />&Z) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8- IWO THE POURED CONCREIT, NO EMBEDMENT INTO it! THIS PRODUCT KIVAWATON DOCUMENT WILL 13E C�DNS[OtREU INYALO IF MCOXIM
<br />STUCCO SHALL 91 PEIWTED 7,14- _-O SCREWS USED SMALL BE � 1/�- LONG MINIMUM SFIOULD STUCCO EXFST,
<br />'40 " "NUM FOR WALLS WMA NO ELICCO. AND MAY BE HEADED SCREWS OR ALL ftl—READED SCREWS W/U �IEAO. , 6J SITE 5; �_IIC PROJECTS SHN,1 BE PREPARED By A ri 'ORDA REGISTEFCG ENIGTMUR OR ARCHITECT- WWCH WILL PECOME THE
<br />S,
<br />- _,, VIN WINC NUTS ENGINEER OF RECORD (EO,R,l FOR THE PROJECT ANO '" WILL BE RESPOITReLE FOR THE
<br />PROP"A USE OF THE PILL). ENGINEER Or RECORD. ACIIMC AS A OEUErATM ENGINEER To THE
<br />A 5� IN CASE THAT PRECAST STONE, PRECAST. CONCRETE PAYIELS� PAVERS, STUCCO OR AKFDO B04RDS BE FOUND ON � PEG, ENGINUR, S44LL SUBMIT TO THIS "TIER THE SITE SRCCGJC DRAW�NU5 FGR RqViEw
<br />ExiSTIFIC WALL OR FLOOR, ANC�toks SHALL BE LONG ENOUGH TO REACH THE VAN STRUCTURE SFYIND SUC`H
<br />�S ANC80RAGE SHALI (.) TKS 11-0 SM� BEAR THE DATE AND ORIGINAL SEX AND SIGNAIUR.E IF THE VIROFF-FMONAL
<br />PANE_ _ OF AS MENTIONED IN A 1) AND IN A�2).
<br />ENRLIkEER OF ROTCRO IHAI PREPARED IT
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<br />- 1/4� IF 1APOON ANCHORS AS MANUFACTURED BY I I W BUILDEX, IW IA SHUTTER MANUFAMUREPS LABEL SHALL BE LOCATED ON A READILY VISfBLr LOCADON AT STORM
<br />- i/4' 0 1 7/V C"-W ANCNOPS� AS MANUTACTO RED Sq OCWALT INC (FIRC I'- 150o p,, � ) PANEL SHiMER IN ACCORDANCE WITH SECTION I.IUS,9_1 Or FLORIDA Bui,DFRO, CODE. ONE LABEL
<br />SHALL RE PLACED FOR EVERY OPENING, LABELING TO COUPLI WOH SEC110N I10,92 O� 74�
<br />1. 1/4-0 X 3/4- SOUO-STT ANCIIORS, AS DISTRI80TED BY ALL PaNT SCREW, SOFT IF SPECALTY CO I�ORTDA BOURG CODE
<br />(MIN V-1800 P.A.) I I I - - -
<br />- #14- , 0 P,ANELAME FEMALE IS AND PANTUMATE PLUS ANi AS MANUFACTURES BY TWO CONSITILICTI.ON IiM DRAWING SHALL ONLY BE USED TO I
<br />I
<br />OBTAIN PERMITS IN ME jn_L.2�
<br />MrUCTS (MIN I'_2571 PP.,', ,k010NJPM,,0,.
<br />- 1/4- 6 CF TAP-C,R0 ANCHORS, AS MARoUFACTURED By 1RV-FAF1 CORPORAVOR :, ,14t ".
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<br />-1 PAN" R I 0 1 C ., G - FLORIDA BUILDING CODE (High V010CIty Hfl.ano Zone)
<br />IS 1) MINIMUM D40EDNIENI OF TAPCON AhC.OK ELCO PANEIXATES AND CT' TAP ORL 0 , FIT HE
<br />I ____
<br />Bux. UNIT '�HAL!_ of , I/.- .. . S .UVID 1kX0% "K I 2U OWE I GALVANIZED ipr
<br />' . � PANEL
<br />STEEL STORM
<br />- Z , NO, 4 15 I OFAN" 0,`
<br />8.2) CALK, N A, SOLD ANCHDRS BE EMBEDDED 7/8- !HE 7 ` �
<br />-Sir, SKA1 INTO CONORK'n @LOCH LINO NO , - .
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<br />INTO STUCCO $41'LL BE PERMITTED !�4' 0-20 SCREWS USED SHALL BE A 1/2- LONG MINIMUM =-Blev.. ",
<br />/I 1� ILOM PROTECTION PRODUCTS, Liuc,
<br />EXE1, AND I I MINIMUM FOR WALLS Wlr� NO STUCCO, E -01. <Z�*�___,
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<br />6. MATERIAL CHARACTIERISTI AND. -SPECIFICATIONS:
<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 />7.11MITATIONS AND CONDITIONS OF USE,
<br />7.1. Shall be Strictly 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 1 1 thru 16, indicated
<br />on sheet 21 of 26 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 />7.2. 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 Walter A. Tillft, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
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<br />GALVANIZED STEEL STORM PAN ELk DRM # 20-1 76 � R EPO RT 9 20-0728.01
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<br />TILLIT TESTING G ENGINEERING COMPANY
<br />WALURA, TILLIT, M, P.E. fi1tCC*@aOI.COtn
<br />PRODUCT EVALUATION MQR—T M�P.r TA,Y-iNo 44167
<br />ILCA,UN,,.0Dfi?I9
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCTNAME;
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Giobal Pratection PrQdUAlIS_=
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATIONI
<br />This is a Product Evaluation Report Issued by Walter A, Tillit, Jr., P.E. (System
<br />10 # 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />6IG20-3, 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 reAslon in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.Y
<br />Drawing No. 20A75, tited "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I 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 inteRWONoi
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<br />Evaluation Report. ,,,,:'�t , `�41 N,
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<br />1_..'!��'-., "'tOR11P.L.',X�4�'
<br />6355 N.W. 36th Street, Suite 305, Miafni� Florida 33166 - Phone: (30-5)
<br />1
<br />-1531
<br />QOMPONENTS
<br />FOR REMAR & LIEE SAFETY STORM EANLLS
<br />(SCALE 1/2�1`)
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<br />FLORIDA
<br />BUILDING CODE (High V9100y "U'lloons Zone)
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<br />20 GAGE GALVANIZED ST EEL STORM FIANEL a F.P
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<br />- - - 2.000' �
<br />O&I "_1
<br />(�� KEY HOLE ;�?E� .1'\11 - I
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<br />/7i-L R C 0,.. \
<br />_ _
<br />GLOBAL PROTECTION PRODUCTS, I.I.C. OT/004/mft'
<br />Im S... $1 SOW -
<br />�YEFMTVELT. vlt Woe MID W/W
<br />�`_�_,�_,
<br />TILLIT TESTING 81 INWANTER014 *:IMPARY
<br />-, TL =I,
<br />AWMINUM ANGLE
<br />MONDUITC WASHER W1 ADDITIONAL
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<br />� (95AXW-n�, Fu� (2iMIWe1MF7 20-176
<br />.
<br />. 7/8`* 3/31' WARREN OLIAINLESS
<br />STTa-;;� moal RLATEID SnEft)
<br />. -
<br />P1 SE.410"T~Wlt
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<br />IIRODUCI'EVAI,[,'AI[ON-REFORTDIO. 24--#723M 2
<br />2.2, TEST REPOR
<br />Large missile impact load tests were performed under SSTD 12-99 standard aS;
<br />per section 1600,1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report# 081 4.01-01 dated 03/11102 witnessed by William
<br />R. Mehner, P.E., Boriz Monoz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaospeda, 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 />Building Code. Test Report 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. OGM-1" by OG Metallurgical, Inc., dated March 13,2009,
<br />sJgned and sealed by Frank Grate, P,E, as per ASTM E-B and Tensile Test as
<br />per QG Metallurgical Report No, 11 OKM-1 318, dated December 1, 2010 signed
<br />and sealed by Jerry Jacial'ano, P.E. as per ASTM E-8.
<br />ZA__4�R�ALZAMNEMPJNG CALCUUMQNS,.
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as W4811 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 Tilteco,
<br />Inc., dated l2fl B110 and 08127/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3. MI%51LE IMPACT RESIS ANCE:
<br />T
<br />Large missile Impact under section 160g.12 of the Flonda Building Code, as per
<br />SSTO 12-99 Standard and TAS 201 �
<br />1
<br />4. WIN LOADS 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 ll 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 SSTD 12-99 Standard.
<br />en
<br />"
<br />MODUCT EVALUATION RXtQA1NQ_2Q�QU7,Q C=
<br />"
<br />r"..
<br />&INSTALLATION: "_
<br />Installation shall be performed strictly in accordance with details indicated on =
<br />C3.
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Docume!MP.E.D.), _
<br />drawing No. 20-175. Minimum separation to glass shall be as i0lOated on 12 !G-
<br />sheets 3, 6, 13, 14, 15, 1 6 and 18 of I 8, of PtOduct Evaluation-Mcument ::W LU
<br />C3 _= I=
<br />(P.E-D,), drawing No. 20-176. . 1,_ 9 CS
<br />C_; CL M
<br />_E ca C-3 C�
<br />_; 111=111 = ><
<br />-6. MATERUA ., = LJ_ 0_
<br />-
<br />- L-CHARACTERIST[CSANO SPECIF S: cc C= -
<br />Shall be strictly in accordance with General Notes and Component icated *(M- -= c'-1 -=
<br />sheet 1 and 2 of 1 8, of Product Evaluation Document (P.E.D.), a NsK 2 cc-2. "'
<br />20-175. �c _T M �:.c
<br />A
<br />pone ,
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<br />S"
<br />nt icate
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<br />o
<br />Anchor specifications shall be as indicated on sheet I of 8, of Produa - is =:r
<br />C= CJ --
<br />Evaluation Document (P.E.D.), drawing No. 20-175. -r, 3: 3: cc
<br />0,
<br />= .!2 C., -
<br />5 = 0)
<br />.!= CU =
<br />i, .-::. = -2 ::-,
<br />' " & -M
<br />7.1- Shall be strictly in compliance with General Notes No. 1, 8thru 14, Indicated C=0 E
<br />- C,
<br />on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 0- 4J
<br />prepared by TIlteco, Inc. and signed and sealed by Walter A. 71111, Jr., P�E. 12
<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 into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. ritlit, Jr.. P,E. (Florida License
<br />No. 44167), President of Tifteco. Inc. (Florida CA-0006719).
<br />WA`nU_
<br />D'ITILTFCOADMON RECORDS I?, E. REPORT.2(
<br />C-ALVAMZE-OSTEFLS70RM PANEL �DRWG#20-175k
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<br />- ". I"._'.., - _.._.____ ANCHORS, FOR CONCRM 9U SCHEDULE ON SH a & 9 � -_ - - - ____ r MAX
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