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<br />2.2. TES REPORTS:
<br />TICS AN13 SPT-CFICAIMM
<br />WATTRR A. TTLLrr, JR., F-F. - � -
<br />"I CO
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />. 1 .4 "IT
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />sheet 1. 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />FL C , U.- M., DW6719
<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 ft 96-569 dated 08/09/1996, #96-570 dated 0911811996,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-176.
<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 04118/1998 and
<br />4 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. and Report No-
<br />-
<br />7.-UMITATIONS AND QOND1T11ON"f_U3L
<br />REPORT NO.: 20-0720.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7. 1. Shell be strictly In compliance with General Notes No. 1, 8 thru 1 4, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-1 97 by OC Metallurgical, Inc., dated March 13, 20M
<br />an sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thru I 6, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20.1 TO
<br />PRODUCT CATEGORY, Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by T'llteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT SUB-CATFGORY- Storm Panels
<br />2J-STRUCTURAL ENGINEERING CALCULATIONS
<br />7.2. Product miky be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1020.2 of Me 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: Global Pirolection PrWucts
<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 />LLQ
<br />4800 S.W 61 Sirest
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc.,
<br />dated 11/03108 and 03112/15, signed and sealed by Walter A.Tillit, Jr., P.E.
<br />wood frame structures.
<br />Devie, Flodda33314
<br />I.PURPOSE OF. UATION:
<br />3. MISSILE IMPACT RUISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Waker A. T11111, Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule, Chapier No.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Professional Regullaftri.
<br />C VVIND LOADS RESISTANCE:
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<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall beas Indicated on sheets 8,10,14,15,
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<br />44167 "..
<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.
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<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, 10, I 1,
<br />14, 15,17, 18, 19, 20 25 and 26 of 26, of Product Evaluation 0 ocument(P.E.D.),
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<br />?I . ��P.�01�1. STAIt OF ..-�51
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<br />at least equivalent to that required by the Code.
<br />drawing No. 20-176.
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<br />This Product Evaluation Report shall be subject to review and revision In case of
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<br />a Building Code change that may affect Its limitations and conditions
<br />5. INSTALLATION:
<br />"olillf11101110
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED.
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product EvaluaWn Document
<br />WATU
<br />D�`I TI L TECO AD MON RECORDS I P. E. REPORT. 20 k G LORAL PROTECTION P R 00 UC TS, LLC % 20 GAGE
<br />2.1. PRODUCT EVALUATION DOCUME-N-T-(P.E.D.Is
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL 5TORM PANEU DRW43 Ill M171 I, REPORT 9 2M72&01
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEI21,
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />sheets I thru 26 of 26 prepared by Titteco, Inc.; signed and sealed by Waiter A.
<br />(P.E.D.), drawing No. 20-176.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral partgA,JP,1,s
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<br />Evaluation Report, "o,ti A, r/411A,
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<br />GENEM NOTES: 6 3) IN CASE THAT PRECAST STOKE. 00 PRECAST CONCRETE PANELS, STUCCO Of? WOW BOARDS BE rOVNO ON THE
<br />MID MR EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH Tit MAIN STFtUC7LW BEHIND SUCH PANELS
<br />Zet!im TMW_U1C`IEV�A10AT
<br />I . DOCUMENT tPEO) MS KEN VEgtFTM (OR COVPUANCr IN MC40PAGE SHALL BE AS MENTIONED IN 9� 1) AND IN 6 2)
<br />ACCORDANCE WITH THE 2020 I 7" EDITION) OF E FIORIDA BUKDIN4 CODE (C) TV_D;I1Mr._11= 2M_SPLQFK_��;�� DZ-Vint.i
<br />IGN ETEME IO 1620 OF THE ASUVE KWONED CUM, - 1/4-0 TAPCON ANC�OltS, AS MANOFACrURED By I I W BUILD". INC
<br />- #14-10 FANIEUMITE FEWILE PANEIALATF
<br />FOR A WIND SPEED AS RCOUMD BY THE JURSOICTION WHERE THESE S.U"M M I BE 44STALLED ANO Q AND PLUS ANCHORS. AS MATAIFACTURED 91 ELCO CO.STWUCF,ON PRWWTS
<br />,OFT 4 DWECTOMALITY FACTOR Kd-015. USING ASCE 7-16 AND SHALL NOT DMIED THE MAMMUM (ASO) - 1/4 0 LAG SCREWS PER 4 D.S.
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14. 15, 16, Tit & 20 - 7/16"S � 5/8* WOOD SUSHWG. AS UFSTRFSUTM BY ALL PONT, SCREW. BOLT e, SPECUVI� CC
<br />IN ORI TO Flillorf THE ABOVE CONOT", ULTIMATE OESXN WIND LOADS DETERMINED PER ASCE 7-16 Cl� WNIWUM "EACED PENETRATION NIV *000 OI TW.ON ANCHORS SHALL HE t I/?- AMC 2- Poor FLCO PANCUATE PLUS
<br />SHALL BE FIRST REDUCED 70 AS 0, OESICN WIND LOAM BY MULMLYIW� THEM By 0 4 IN ORDER TO AND PAINEAM" KMALE 0.
<br />COMPME ThtSE W/ QAX IASO) DES" PRESSURE RATINCS NDJCATM ON SHEM 7 T14RU 12I 14, 15, 16. 19 & 20
<br />C 2) MINIMUM r'OtEADEDSKNEFRAPON OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE - 112- NO ".EADED
<br />-10
<br />IN ORDER VERIFY TW. AKT.�M � THIS P E D AS TESTED WERE NUT VVER STRESSED. A 3n INCREASE N ALLOWABLE
<br />STRESS FOR lovio LOADS WAS DiaL usto Too n4m ANMms, rAmmm spAtpoc ro *000 HAS inuot amilmiwD w PENEMIM INTO T�CG SNAL- BE CONSIDERED AS PART OF THE REQUIRED THREADEr PINIVFMV�
<br />ACCORDANCE RUN WDS 1015. C 3,, MINIMUM EDGE (US:TAW,f OF LAG SCREWS. INTO WOOD SHALL BE AS IIINCATED IN TT4M GMAFoRG
<br />STORM PA)41*S AGEOLACY FOR IMPACT AND WIND RESISTANCE 'AS EXEM VEMM- 14 ACCORDANCE WTF- SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING A, TEST"C INC REPORTS 96-569. 96-570 & 96-T30 AND C 4) *0411I PENETRAt0h Or *DOD BUSHING SKAILL BE S1IV 1/4* 0-20 SCREWS USED SKAU BE 1 '/2* LONG tIoNlow
<br />FENESTRATION TESTING LAB INC. REPORTS 02032 & 02126 . AS PROTOCOLS TAS-701. TAS,202 AND TAS-203 SHOULD STUCCO EXIST AND I' MINIMUM FOR *AIIS *" NO STUCCO
<br />AS WEU AS AMERICAN ITST LAS Of SOUTH FLORIDA REPORT 002 I 9.01 -09, AS PER TAS 201. TAS 20,' AND
<br />UES 703 STANDARDS C 5) to CASE 11M7 PRECAST STOW. OR PRECW, CONCRETE PMRE,S. STUCCO OR WOOD BOARDS BE FOUND OH THE EXISTING
<br />IALL. 4400ORS SKoU BE LONG ENOUGH TO REACH -,,It MAN STRUCTURE 8D.K S"H PANELS
<br />2 ALL 4Uk1NUM CKTRUSIONS M BE 60153-76 AUOY AMD TEMPER. (UNLESS Ct"EFIWISL NOTED) SEE SHEET 2 AN040PACE SHAL1 BE AS MENTIONED IN C 1) C 2) & C 4)
<br />3 ALL ALUMNUM SHEET IAETAL USED AT UOSUIRES �.ALI HAVE 3105-MI4 AULOY (U) AW-O� SIMI BE INSTALLED FOLUOMM ALL OF ?HE WCOVMFftOAFXJkS AND SPECIFICATIONS OF THE ANC�'S MANUFACTURER
<br />- ALL STM SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALFT" S--LEL- ASTV A-653 GRADE 50 MINIMUM. r- SO
<br />6 PANELS � 4W Ell INSTAUXD "ORIZU"TALLY FOLLOWING INS7ALLA110% DETAILS SNO� ON SECTION 3 TNROI,C� 10 (SHEETS 4
<br />CAI STEEL MSoCNATION W/rY- N 5 Kii, (AFTER ROLLED)
<br />"OUCH 6) EXCEPT HAt HEADERS (1) do CD SHAU NOT BEE USED
<br />5 &I SCREWS 10 BE STAINLESS STEEL 304 OR 31e MST SERIES OR CORROSION RESISTANT COATED CAR90% STEEL AS PER 9 I SHALL BE THE RESPONSIBUTY OF THE CONTWWR 10 VERIIT THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />ON SM18 Io/ 50 MIT YMO STRENGTH AND 90 ka. TENSILE STRENGTH A, SHALL COMPLY W/ FLORMA "DiNG COO[
<br />SECTION 2.11 3.14 ATTACHED TO NSUR1 PROPER ANCHORAGE THIS SHLFTTER SHAU ONLY BE ATTACHED 70 CONCAM. SL(1K OR WOOD MAML
<br />BUILDINGS
<br />5 BMIS TO BE ASIM A-307 GMVAWZEO STEEL OR AJSI 304 SEWS SIANIESS SIEEL WITH 36 kw MINIMUM VIELD
<br />SIRI 10 EACH REGULAR STORM PANEL MTN LENGTHS OVER 6'-@ THROUGH 12'-4', AS PER SECTIONS 6, 8. 9 At 10 AND ALTERNATIVES OW,
<br />7 ANC404S TO WALL SHALL BE AS MIOWS SW A[ ' OW ON SHEETS 3� 6 4k 12 RESPECTIVELY. SHALL HAVE A aVOLE AND REQkLY VISIBLE MAIRXIW; NSTRUCTNG OWNER DR
<br />TENANT. TO SECURE PAN" "TH �LICAALK ftlWWMENT CUIPING PEMCS OF HURRICANE WARNW.
<br />(A) a 1X15Tfr1_f1QUffA_CQF0I7E 1i INSTALLA"ON CC44TFW70N IS 10 SEAL./CAULK Aa SHUTTER COMFCNEN� EDGCS WHiCk REMAIN IN CONTINUOUS WNTACI WIT�
<br />;HE
<br />- t/4': TAPCON ANCHORS AS MANLOACTURE'D 61 IT* BUILD". INC (01- V-3192 DISO HE BUrLDING TO PREVENT WIND/RAN NTRLrAOR
<br />_ I/ 4 , , ,/ '" CALII-lk ANCHORS. AS MANUFACTURED BY DEWALT WC (MIN f',.3004) p,,)
<br />- ,/4-. , ,/4! ..O-Sr ANCHORS. AS (NST84BURED BY 4111 FMF SCREW. BOLT & SPECIALFY CC 12 STORM PANEL INSTALLATION SHALL COMPLY WTT4 SPECS NEXATED A IRS DRAWING PLUS ANY BUILDING AND ZONINC REGULATIONS
<br />( th' o'F-3000 III'. I) -RCVTDED V T4E JURSDICTON WHERE PERMIT IS APPLIED 10
<br />- I PANELM41E FEMALE 0 & PANFI"TF PLUS ANCHORS. AS MINUFACTURED 13Y ELCO rOkSTk,,,CTIUN PRODUCTS 13 (a) IRS PAW-Ct EVALUATION DOCLAMEW (P F 0 ) PREPAKD ff� THIS ENCokEER IS CENM AND DOES � -WITTIAUE NFORIAIT-ON
<br />(14-10
<br />MN "r"S' ,.,� AS .., ; OR A SITE SPECIOC PROJECT, I It WHERE THE SITE CoN"oNS DEVIATE FROM THE PC :I
<br />- ,/4'0 C TAP-CRIP URED BY �RFASt CORPORATION ("3600 pw,)
<br />NI� CONTPAC70R TO BE AT IlLf FOR 'HE SELECTION, PURC�MSX AND NSTA"Mlo KICLUDING OFF SNFT1`Y OF TMIS PROOLCT
<br />A 1) W EMKrh"l OF 7APCON ANCHORS INTO POURCO CONCRETE SHALL BE 1 �14', 2' FOR PANtLo,07F FE"f BASED ON THIS P ED =ROMED HE/SHE DOES W OMATE FROM THE COWCoT$DkS DETAILED ON TH� DOCUMENT
<br />ID AND PANEMALTE PLUS AND I 1/4- FOR CF TAP -GRIP ANCHORS CONISMUCON SAFETY AT SITE IS THE COWtRACTOR'S RESPONSIBILITY
<br />&2) CALA-114 A, SOLJO-SET ANCHORS SKALL HE EMBEDDED 7/8' INTO THE P� CVNCRM NO DAIDEOWNT INTO 10 THIS PRODUCT EVALUAFION DMUVENT Wl� EK CONSIDERED INVALID IF MODIFIED
<br />STUCCO SHALL- BE PERMITTED 1/4- 20 SCREWS USED SHALL BE 1 1/2' LUMG MINIMUM 514OULD STUCCO EXIST,
<br />No I� MINIMUM FOR WALLS YOM WJ STUCCO. AND MAY 03F HEADED SCREWS OR AL,1 THREADED SCREWS W/0 IIEX III) SITE SPIMMIC PROACIS S�! BE PREPARED BY A FLORIDA WOMTERED ENIIMEER OR ARCHITECT �Cv, WILL BECOME "
<br />BUT IrTH W`NG NUTS ENGINEER Of RECORD (COR) FOR THE PROUECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />:ROPER USE OF IMF PT0 ENGINEER OF RECORD. ACIING AS A DELEGATED ENGINEER TO THE
<br />A 3� � Ck% THA' PKCAST STOKE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE rcuko ON T'mi ED ENGNEER. SHALL SUSIMI TO THIS LA(TEW NE SAT SPECIFIC CRAWINGS FOR REVIEW
<br />1705TNIC WALL OR FLOOK ANCHORS SHAIS BE LONG ENOUGH TO REACH THE MAIIN STRUCWq BEHIND SUCH
<br />PANELS ANCHORAGE SHELL RE AS MENTIONED IN A I ) AND Do A.2) (.) THIS PLO S`W`L EIM THE DATE AND OFPONAL SEAL AND SICtMouftE OF To,E PROFESSIONAL
<br />ENGINEER Or RECT)FIC TPA! PREPARED IT
<br />(a) �OMI 99& __" 14 SNUITER MANUFACTURER'S LABEL SKAU BE LOCATED ON 4 READILY VSW LOCATION AT STORM
<br />/ ,CCN%�;V�U
<br />1: * TAPCOm ANCHORS AS M~AC7vWD U, I I * BUILD", WC
<br />PANEL SHLFFTER IN ACCORDANCE MTN SECTION 1709 9 3 OF FLORIDA BUILDAIG CODE, ONE LAE]a
<br />- 1/4 a . 7/6* CALM-LIN ANC.to(M. AS MANUFACTIMED 91 DC*ALT INC (", I'— 1500 p.s, ) SHALL W PLACED FOR EVERY OKNkG LAKUNG TO COMPLY M14 SECTION I 70" 2 OF THE
<br />- 1/4'0 1 3/4� SOLD-SE7 ANCHORS. AS DISTRIERLITED By ALL PONT, SCREN, Bat & SPECALTY CO C�ORIELA WILDING CODE
<br />(MIN C-law 0 .)
<br />- 114- , 0 PANELMATE FEMN-L ID AND PANCLUATE PLUS M04ORS, AS MANUFACTURED ffY LLGO CONSSM(7ton I 11ft CRASHED S44U ONLY BE USED TO I
<br />pRcmcts (IWV F".2071 0.0 Iffit0lilotto DOTAIM PERMITS IN ?HE STATE OF FLOP"
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<br />- , JC 0 CF TAP-CRIP ANCYIORS� AS MANUFACTURED BY TRU-FASI CORPORATION I'00,tiR A Tli�,,;
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<br />0 1) MINIMUM tMENEDIRW OF TAPCON "CHOPS, ELM PANEIVAtrS AND CIF TAP-GRfP ANCHOR, INTO THE C044�-, .. I I ,�N,S� FLORMA BUILDING CODE (High Visiocity H., lea" Zone)
<br />\�c ule_ -
<br />BLOCK UNIT %MI BE I I/.. , -.. f - M`Cca � GAGE GALVANIZED STEEL SIM PAWL "
<br />-1. I 20 I
<br />I :** NO
<br />E1.21 CALX-IN AT SOLD -SET ANC�ICRS SHkJ BE EMBEDDED 7/3' INTO THE CONCRETE BLOCK 41167 - --!n
<br />INTO STUCCO SKALL BE �ERWMD '/4- 0-20 SCREWS USED SHkIL RE 1 1/2- LONG ho =U.-.-0'63V.C. , . 1 /I--- GLOM PROTECTION PRODUCTS. U.C. '4X
<br />VCV, AND t . MINIMUM FOR WAUL-S WTW 40 STUCCO a `C , / 71 LTE-C -0,., \1
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<br />WALTERA. nLLU, J&, P.E. PRODUCT EVALUATION REPORT
<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 />Global PrOtaftion PAVdUCJ&J,LC
<br />48DO S.W. 51 Street
<br />Davis, Florida 33314
<br />tifteoo@wl.com
<br />FI.P.P TA.-N. 44W
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<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Wafter A. T111k, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />lliI G20-3, Method ID 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 F-difion 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 />Z1, PRODUCT EVALUATION DOCUMENT (P.LD P.
<br />Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru IS of 18 prepared by Tiltew, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inteRpkrt�?609,11S
<br />Evaluation Report. I, , . 11 ,
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<br />6-355 NX 36th Street Suite 305, Miami, Florida 33166 - Phone: (305) 871-fW,�494AQW,01-1 531
<br />(SCALE 1/2- I-)
<br />- 15 1W (10TAL WIDTH) - I -1 . I - � - - - 15 1W (TOTAL WIDTH) -
<br />- I --- - - 12.500' (EFFECTNE WUTM) - -
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<br />END UF W/ HEMM EOGE�
<br />(1) "b" HFADE (�) *IJ" HWER (�) AWAE ANGLE WITH STUD ANGLE WITH
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<br />"LVANIZED STEEL �?14"j , - "to VVITH STUD
<br />� r_ - I � 6*1� -�11
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<br />t I � .. 3 �,� - 11 TIT A FLORIDA BUILDING CODE �fth Velocity Ku
<br />) I 3*_ .. cane Zone)
<br />'�
<br />-1 o .. -
<br />I - TYR, .
<br />1 OI jtrkC MCKEI EDGE 100F 'RAOM& i ". STATE OF ,*4,�, .12M M11DDIL bo� FP
<br />I I- TEI)
<br />1 �250_ 25- 157
<br />. - WING W ", . 20 GAGE GALVANIZED SM STORM PANEL OF^" IN,
<br />. S' �. ... �
<br />,'to
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<br />- - 2.000` - , @0 KEY HOLE . . , - -
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<br />RAIlk-i AT PAN 11 . =____�_ MOUL PROTECTION PR0DUCM LLC. ..
<br />P Z �_ �__
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<br />11111 _ __ _ _� � S.W. a, slow
<br />4W�
<br />(j) 2"X7"Y1/A' . - MR. M =I.
<br />ALyntRATrAXY. USE WAC KIT w/W 177;k�-� fit.51 1crilWi A, tmolliIINEXIIII6 cmw�- 20-176
<br />...D., M.
<br />// ___=WWW` 6"),M,
<br />ALUMINUM ANGLE MONOUTRIC 0064101 W/ ADDIFOAL - TOM __ , ,;r^-U- )M-r..& M:
<br />. 7/r.3/3r WASHER (STO&M CA-00MID lowaloa otoo
<br />sm all WKXEL P"'YED Sl" W1,11AM m - 1 - m ) Woo 1--! - 1-
<br />=Z41 *44111- , I - fo ' 1 , 1 j _2WX
<br />1 1 -9 - � -
<br />1
<br />I I
<br />PROD]LIC f rVA1.1 7ATION R"GIRT No, 1fi4727&2 2
<br />TS,
<br />Large missile Impact load tests were performed under SSTO 12-99 standard as
<br />per section 1609.1.2 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# 0814.01-01 dated 03111102 witnessed by William
<br />R. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largeespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAILS 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. I 1 23.01 -1 0, dated November 23, 201 0, signed and sea led 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 by Frank Grate, RE, as per ASTM S-8 and Tensile Test as
<br />per QC Metallurgical Report No. I OKMA 3i8, dated December 1, 201 0 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS
<br />On 24 Gap 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 />section 1604 of the Florida Building Code. Calculations prepared byTIlteco,
<br />Inc., dated 12/18110 and 08/27113 (for this revision), signed and sealed by Waiter
<br />A 7111it Jr., P.E.
<br />3. MISSILE IMP -ACT RENSTANCE:
<br />Large missile Impact under section le0g.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4 VMND 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, 1 1,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17&
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16
<br />and I 8 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 SSTD 12-99 Standard.
<br />"0011111110
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<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 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, 15, 16 and I 8 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175. /
<br />11-MATERIAL CHARACTERISTICS AND SPECIFICATIQIME '\
<br />J
<br />Shall be strictly in accordance with General Notes and Compone a
<br />I
<br />4
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D.11bong No
<br />g No
<br />%;�
<br />. ,
<br />20-175. .
<br />0-
<br />. -0
<br />.Z�
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<br />'
<br />Anchor specifications shall be as Indicated on sheet I of 18, oflrr.d,,t
<br />;
<br />. ""o
<br />4p ,;io
<br />is
<br />Evaluation Document (P.E.D.), drawing No. 2111-117&
<br />1!�
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<br />- 7- i:p
<br />%21 V_ cn
<br />. Or ,.> k-E
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<br />7..JJMITATIONS AND CONDMONS OF USE:
<br />�- -0%3--01
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<br />. V- % �
<br />Ion
<br />.:"
<br />,* -14
<br />�
<br />' %ft .0 4P
<br />i-A '
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14 Icated
<br />W
<br />I
<br />lift , �
<br />"
<br />I .W.,
<br />.;a. 0) to
<br />on sheet of 18 of Product Evaluation Document (P.E.D.), drawing No.
<br />by TIftecol, Inc. Wafter i
<br />.1 .01
<br />-* CX-
<br />prepared and signed and sealed by . .
<br />A. TIM, Jr.. P tE
<br />.t 0 X_
<br />�
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRtCAN
<br />i& 15 I
<br />1*
<br />as defined on section 1520.2 of the Florida Building Code,
<br />-*c'o .!�
<br />,:1 ..,
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />..,
<br />�_- 9
<br />,_
<br />wood frame structures.
<br />,
<br />,
<br />Product Evaluation Report prepared by WalterA. Tlfift, Jr., P.E. (Florida Licange
<br />No. 44167), President of Tlfteoo. Inc. (Florida CA-000671 9).
<br />MTU
<br />D.-I TILTECO ADMON RECORDS k P. E. REPORT.2(
<br />GALVANIZED STEEL STORM PANEL I, DIRWG A 20-175 %
<br />1/4. 2/4, 3/4. 4/4. 5/5. 7/5.
<br />,
<br />/ 0, 2W/10. 3W/10, 4W/10. +6/5
<br />5W/10. SW/11 & 7W/11
<br />- - , _�,w
<br />, - AKHORS� FOR CONCRETE SEE SCKDULE ON SHErrS 0 At 2 - - __.__3: M0_
<br />I' MIN FOR WOOD SEE SECTIONS OR SHEETS TO AL 11 : I MIN.
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<br />� UNSI PANELS i : . : * : I ; � � 1 : , EFOLTEDSPANELS W/ 1/44-20.1-
<br />� . I � i � I : I � S.S. M. . SOL */ 7/8* IF 3/32* :1
<br />i 0EE SECTIONS AS ; ! I J . WINGNUTS 0 T
<br />� � I EA. OVERLAP
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<br />� I . I � I '(SEE SECTIONS AS APPLOCAEFLE)
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<br />1/4. 2/4. 3/4, 4/4, 5/5, 7/5. -
<br />'. MIN
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<br />� IW/10. 2W/10. 3W/10, 4W/10, �_6/5
<br />5W/10. 611111/11 & 7W/11
<br />- - ANCHORS, FOR GONIC SEE SCHEDULE ON SHEETS G At 9 - - -
<br />FOR WOOD sm SECTIONS oft SHEETS 10 A, I I
<br />N.T.S.
<br />2 47' 1/4' Me,. GAP
<br />(Me, o~ .1 Wool ftim
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<br />f� M."l- EN I. \ FLORIDA BUILDING CODE (High Volilecity Hur one Zone)
<br />I . � Itnaa, M 20 GAGE GALVANIZED STEEL STORM PAHL FP
<br />. D'� IN.
<br />_ _
<br />: . TIT
<br />SECTION TR , .*
<br />- . . _ 0/40*M
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<br />INSTALLATION QUAILS FOR REGULAR PANELS(i) & JA DO =9M MMU FOR INnXIATKIN IN POLM QWWL IN LLATioN DETAILS FOR REGULAR PANELSQ) & IA
<br />INSTALLATION DETAILS FOR REGULAR PANELS(I & 3A IN10 EXISTING POURED CONCRETE OR CONCRETE BLQCK STRUCTURE Q0NXM BLIM OR W=
<br />=nM,=[UM'E 11MV1 91, In AMC VALID FOR FEGUL41L UEE SM AND E-Z H" M INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCAM ANC.0,13 0. . t-P-OW coolcat -M ." ANCHORSi FOR CONCRETE SEE SCHEDULE 04 SHEET 9
<br />(ME SCHEDULE ON a SCHEDUUI! ON SHEET a Jk (W SO - - 7� �L�� 9WR_ I.- I - TIR --- -,
<br />00110" INCHIMS T SWEIrS r' ; L I __TMED CDNCUX I WI�D -
<br />_RROUC 7 - . WXfFIRETE " WOOD SEE SECTIONS ON SHEET 12
<br />SHEETS 0 IN 9) I I I t*4 1. i . --t- - L - TZ1.10001 M. ac. 3 CIO -1-olooll,
<br />- , , 1. CONCRETE 3' W..;
<br />(M SC-CDUL1 ON III% . \ 1 -1 . I � : Mo. Z57*
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<br />COMO" AND'aft; 11,11173, 0 � - .0.0om ANCHOWS ,: 1_� - __-7- - - I - II /2 1 QW P, REQUIRED, COM39M ANCHORS REOUM REQUIRED I to,, (1, o,UolAP, ,�WNCEE VALLEY)
<br />(SEIT SCHUQUE :-,I .. (SEE I I I - - I r 1 CONCRETE Amcmults - - - -AiD...a. S. it wat wo " ,
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<br />SCW 3/0-1. SCALE 3/a-,* WALE 3/8-- SCALE 318-1" _WAUE 3/8* 1 - OPPIND .0m ka . . M 6 2 1/2 OrC, I CONCRETE ANCHORS __ z-4
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<br />'* - � - X - DETAIL FOR SPACERS REOUIRM AT TOP Oft s,$- 5 If or, - Z 11LIECOON vl�... $ ATE 0 Z
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