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PRQD1X1yW ON REPORT&Q. 20�Q728,01 2
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<br />TILLIT TESTING G ENGINEERING COMPANY
<br />2.2-TE-ST, RE PORTS:
<br />IMARTERIAL CHARACTERISTIM AN I PECIFICATIONS;
<br />__ __ - ____
<br />WATTER A. TILL17r, JR., F,E. 'Otc.].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
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<br />I_ , 44147,
<br />In
<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-1 Li- � 911, D606719
<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 08/09119-96, #96-570 dated 09118/19,96,
<br />26, of Product Evaluation Document (REID.), drawing No. 20-176,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />P-E., Fenestration Testinig Laboratory, Inc. reports # 2032 dated 04116/1998 and
<br />* 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIQNS CLF USL-
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />I.I. Shall bestrictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile lost report No. 9CM-197 by 0C Metallurgical, Inc., dated March 13, 2009,
<br />an sheet I of 26, as well as General Notes # 1 thru 4and I I thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT CATEGORY: Shutters
<br />siuned and sealed by Frank Grate, RE,
<br />prepared by Tilt000, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT $US -CATEGORY, Storm Panels
<br />j.-S.-S-T-BUCTURAL ENGINE .
<br />T2. Product may 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 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchorspacing vs. design wind load and panel
<br />MANUFACTURER: Global Praftation
<br />length based on rational and oomparativeanalysis, and in accordance with
<br />7.3, Product shall only be Installed Into poured concrete, concrete block, and
<br />ErRituglitlIA
<br />4800 S.W 61 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />wood frame, structures.
<br />Davie, Florida33314
<br />dated I 1 103/08 and 03/12/15, signed and sealed by Walter A. Til lit, J r., P. E.
<br />l. PURPOSE OF EVALUATION;
<br />3. MISSILE IMPACT RES11STANCIE:
<br />Product Evaluation Report prepared by Walter A- Tillit, Jr.. P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Walter A.T1Ill% Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />No. 441V), President of Tiltero, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Professional Regulation.
<br />4. WIND LOADS RESISTANCE-
<br />,kol"101110111"
<br />0 N T14 '10
<br />,,.,Nivl�'�� I.... 441%
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<br />20 Gage Galvanized Steel Storm Panel has been verified to sustair 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 beasindirated on sheets 8,10,14,15,
<br />�____ 2 . �.. - .. '- S
<br />� S
<br />been verified for compliance in accordance with tile 2020 Seventh Edition of the
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />I'll __ ,44167 .
<br />-_ . * 1
<br />- - i - *
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />20-1176. Maximum Anchor Spacing s�hall be as indicated on sheets 8, 9, 10, I 1,
<br />14,15,17,16,19,20
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<br />�� , I - - '- STATE OF
<br />at least equivalent to that required by the Code,
<br />26 and 26 of 26, of Product Evaluation Document (P-E,D.),
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<br />drawing No. 20-17C
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<br />This Product Evaluation Report shall be subject to review and revisforn in case of
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<br />"Onillsilowl)"N
<br />a Building Code change that may affect Its limitations and conditions
<br />AiNSTALLATION,
<br />Installation shall be performed Strictly in accordance with details indicated on
<br />2. F-ADENCE SUBMITTED
<br />sheets 3 thru 7, 10 thru 20, 23, 24and 26of 26, of Product Evaluation Document
<br />WATILL
<br />D�� TILT rCO ADMON RECORDS I P. E. RSPORT-20 k GLOBAJL PROTECTION PRODUCTS, LLC � 20 13AGe
<br />2II. PROPUCT EVALUATIONIDOCUMEN -
<br />(P,E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALvAiNaEb STEEL STOFW PANEU DRWG * M178 � REPQkT #20-6720,01
<br />._J(R,EQ,L
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8, 14,16,26 and 26 of 26, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Ing.; signed and 3caled by Walter A-
<br />(P.E.D.), drawing No. 20-176.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral Part, 0
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<br />GENERAL 0 1) M CASE "I PRECAST STONE, OR PRECAST CQNCRETT PANELS, STUCCO OR WOOD ElOARD-S BE FOUND ON THE
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<br />O" POR W WIDE GM*= SMEL SOWN aSN" EXISTING WALL ANCLIGITS SHALL BE LONG ENOUGH TO REACH THE MAIN SMUCTUR, BEHIND SUCH PANELS.
<br />I STORM PANEL SHCM ON THIS PROGUCI EVALUATON DOCUMENT (FED.) HAS KEW YEW" rOR rW,PLMCE IN MrHOP" SHALL BE AS MEW04ED IN &.1) AND IN 62),
<br />ACCOACANCE WITH THE 2020 (?M OFTICN) OF THE FLORIDA OUROIN4 CODE 'I', 1-11 ,-
<br />DESIGN YAW LOADS SHALL BE DETERMINED AS PER SECTION I 620 Of THE ADM MENTIONED COMM - .. .,
<br />FOR A r WHERE THE% $HU 1HEE=0 AND - #44-10 PANELATE FEMALE 0 AND FARVIVATE PLUS ANCHOI AS MANUIPACRAIM BY iLCO CONSTRUCTION PRODUCTS
<br />IDOTAS
<br />%JkIRV%CTTON
<br />POR A rw ING ASCC 7-10 AND SHALL ,�r fAl D) - I/A*TT LAC SCREWS PER NAS.
<br />)MCC= Y F=
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<br />086 001W
<br />DESIGN POMW RATINGS INDICATED ON SHEETS 7 THRV 12, 14, I'D. 14. 19 * 20� - 7/18'* IT 5/8� WOOD WSHRK. A-5 [WRISUTEO BY AtI, POINT SCAM� SOLT * $05OW-Pf CO
<br />IN ORDER TO VER,rf T;TE AWE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-�6 C 1) MN1,WM 11MROM FEWPAPON R410 WOW OF TAPCON ANCHORS SHAUL BE 1 112' AND 2- FOR ELOO PMU44TE PQQ5
<br />-SHALL BE FIRST REDUCED TO ASO. DESIGN WINO LOADS BY MOLPPLYING. THEM BY 0 6 IN ORM9 TO
<br />AM PAMW44 POMAU a
<br />COMPARE -MM W1 VAX (A-S,01 DESIGN PMMIRE RATINGS INDICATED ON SHEETS 7 T14RU 1;, 14, 15, 16, tg & 20
<br />IN ORDER '* VERIFY THAT ANCWR5 ON THIS P-L 0 AS TMO WERE NOT OVER STRVSSED� A .1," "CREASE W ALLOWABLE Cl) MINIMUM THREADED PENETRATION OF LAO SCREW� INTO THE WOW riAME UNIT SWL� BE ; t/2* 00 THREADED
<br />PIENIERVITION INTO STUCCO SHALL. BE CONSIDERED AS PART OF THE PEOURED THAEADW PENETRATION.
<br />STRESS FOR "NO LOADS WAS W1 USED IN THEIR ANALYSIS, PAMNERS SPACNr TO )NOOD HAS MEN UETERMINEO IN
<br />ACCORDANCE WIM NOS 2018, C,3) MKIMUM ME OISTO" Of LAG SCREWS. INTO WOOD SHALL BE AS INDICATED 1-4 T-T?� OPAVANC
<br />STORM PANWS ADEOLACY fOR IMPACT AND WAND RESISTANCE HAS BEEN VMnEr IN ACCORDANCE WMk SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE A-' PER N"NdCANE ENGINEERING & TESTING INC REPORTS 94r_5C§T 96-670 & 96-T30 AND C 4) MINWRIM PETTETRAnON OF WOOD BUSHING SHMI BE 5/8' 114� 0-20 SCRETM5 U50 SMALL OF I 1/2' LONG MINIMUM
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<br />FENESTRATION TESTING LAB INC. . REPORTS 02032 III #2126 . AS PROTOCOLS TAS-201, -45-202 AND TAS-203. WOULD _17TUCCO 0ttr. AND 1� MINIMUM �01? WALLS WITH NO STUCCO.
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<br />AS WELL AS AMERICAN IIEST 0a OF SOUTH FLORIDA REPORT- 002MOT-09, AS PER TAS M. TAS 2a,' AND
<br />TAS 2OZ STANDARDS C 5) IN CASE THAI PRECAST STOW, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD WARDS BE FOOND ON THE MSTINC
<br />WALL� ANCHORS SHAILL BE LONG ENOUGHT TO REACH TTOE MAN STRUMORE eEkINDI SUCH FAMELS
<br />2 ALL ALUMINUM EXTRUSIONS XC BE 13063�1`6 ALLOY AND TEMPOIL (LINLES'S OTTIETWmE Norm) SIX SHEET 2 AK*MRAGE SHALL BE AS MIENI ONED IN C. 1). I; 2) & C -)
<br />3 ALI ALUMINUM SHEET METAL USED AT CLOSURES Sl� HAVE 3105-04 ALLOY. (I)) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECTFiCATIONS Or THE MCHOR'S MANUFACTURER
<br />A ALL STEEL SHEET METAL PAN" SHALL 14AVE STRUCTLIRAL QUALITY S,TEEL ASTIR "01 CRAM 50 MINIMUM, 60 4 PP14RS MAY ALSO BE INSTALLED NOWOHRALLY FOLLOWING INSTALLAWN DETAILS SHOWN ON SECTION 3 THRDUGI, 10 (SHEETS 4
<br />GALVAIAZED STEEL CESIONRION W/Ff- SIBS Hs, (AFTER ROLLED)
<br />OtRWOH 6) EXCEPT THAI KADERS, a; III Q SHAU. Nor BE USED
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 310 AISI SERIES OR CORROSION RESISTANT CCATED MOON STEEL AS PER 9 0 SHALL RE THE RIESPOWBILITY OF THE CONTRACTOR 10 VENTFY THE Mpnal STRUCTURE WHERE SHUTTER Is TO K
<br />DIN 50018 W/ 50 Tat WILD STRENGIN AND 90 T,si TENSILE STRENGTH & SIML COMPLY W/ FLORIDA SUILDWO CODE
<br />-4 ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY TOTHE
<br />SECTION 2A 1 1 � 3.3 9Uk1D`NGS1 CONCRETE, BLOCK OR WOOD FRAME
<br />0 BOLTS TO BE AS11A A�-JO? MVATRZED STEEL, 04 NSI 504 SMIES `FfAINLESS SIETEL, WITH 36 kV WNMUM rELD
<br />STRENGTH, 10, 1EA01 REGULAR STORM PANEL WON LENGTHS MR W-8 THROUGH 12'-4', AS PER SOCRONIS 6 8 2 & TO AND ALTERNATIVES ft,
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<br />� ANCHORS TO WALL EMU DE AS rOLIOWS� SW & IDW ON S * 'ELY. SHAILL HAVE A T.WEILE AND mt ymiu INSTRTRIIXG OWER OR
<br />Ste=" �LSE 41 1Z OESPECTIN
<br />FAN,
<br />TENANT To WITH APPLICABLE REINFORCEMCHT DURINC, PENIODS OF HURRICANE WARNING
<br />(A) � I 1 THE tW&LXf*N COWACTOR IS TO SEAL/C4UW ALL SHUTTER WWPONINt EDGES WHKIN REMAIN IN CORTINOOLT5. CONTACT WnH
<br />MANUFNCTORU) BY I T8 AVILOFTI, INC,, (it," V-31$1 -i) THE WIMNG Ts PRCVENT WIM/pAIN NTRUIMN
<br />- � /4� " * 7X CALK-01I ANCHORS, AS MANUFACTURED BY OMLT NC� (FAIN, l'—NODO ,T�0
<br />- /4'0 � )/4� SOLIO-SE7 ANCHORS, AS DISTRIBUTED BY ALI POTNt SCREW, SOLT A sPECK-Y CO. 12, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN 40S DRAWING PLUS AW PULDIND AND ZONNC REWLAMNS
<br />(M- t'..100 0,.I.) 5IMOVIDED ff� THE ORMT)"ON WHERE PERMIT IS APPLIED 10,
<br />- 014-To PANELVATE fEMULE TO & PAN"ATE, PLUS ANCHOR$. AS MANLOACTUMCD BY ELCID CONSTRUCT" FIRODUM_
<br />(MR, .1 , -PSO P_,ILI.) I .1 (6) THIS PRODUCT EVAWA71ON OMUMENT (RE O) PREPARED By THIS ENGINEER IS GENERIC AND DoM NOT PRWDE INTORVATON
<br />- 1/4�0 CF TAP-CITTIP ANCHOR$. AS MANUFtACTILRED By TRU-FAST CORPORATION (1'3600 It -) POP A SITE SPE041! PROJECT; vo. WHERE THE SATE CONDITIONS DEVIATE "POM TH9 P r_t�
<br />A. I) MINIMUM EIAKCAtEN OF TAKom ANX,Hon INTO POURED CONCRETE SHALL BE I 114- 2' FOR PAND.MATE FEMALE (6) WNIRK70R TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLAnOTM INCLUDING IIPE SWETT Of THS PRODUCT
<br />I BASED ON THIS Plo. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />4 AND PANEIKAUDE PLUS AND I 1/4- FOR CF TAP -GRIP ANCHORS CONTSTRL-CRON SAFE-Y AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
<br />k!) CAL-K-IN & SOLID-SEx' ANCRORS S144-L HE EMBEDDED 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO (c) IRSS PRODUCCI EVAUJAIRON DOCUMENT WILL BE CONSIDERED INVALID IF MOMCD
<br />STUCCO SMALL OF PERMITTED- 1/4- 0-20 SCREWS USED SHU BE I Ilr LONC MINIMUM SHOULD STUCCO EXIS1,
<br />NO T� MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL TfflZEAOM SCREWS W/O HEAD. (d) STTL SPECIFIC PROJEM SML BE PREPARED By A F40ROA REGISTERM ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />Mo WITH WNG Murs ENGINEER OF RECORD (E.O.R�) FOR THE PROJECT. MO WHO WILL RE FeWORSeLE FOR THE
<br />`I`RDPER USE OP THE P _r .0� ENGINEER OF RECORD. ACIINKC AS A DELEGATED ENGINEER TO THE
<br />A,J� IN CASC THA7 PREQkST STONE, PRECA-SI CONCRETE PANE151 �AVEIr, 57t.,CCO OR WOW EOAROS BE FOUND 0% �F P,E 0 ENGNUER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FUR REVIEW,
<br />EXISIING WALL OP FLOOR. XW40RS SKALL HE LONG ENOUGH TO PEACM THE MAIN STRUCTURE 804IND SUCH
<br />PANELS AW-40WA SHALL HE AS NOITTONED IN A 1) AND IN A,2) go) T61S P10 SI,WL BEAR THE DATE AND ORIGINAL SEAL AM SIGNATURE Of THE PROFE=W
<br />ENGUe.-R Oi RECORD THAT PREPARED IT
<br />(a) XJ&2hL="MJ%=_y&A_A0"7_9k -Y, $Me, $4 SHUTTER MANUFACTUREWS LABEL SHALL BE LOCATED ON A READK� V9441 L(KATON AT STORM
<br />- f/.' 0 TAPCON ANCHORS AS MANUFACTURED VY I I W� BULDIE PANEL SHUTTER IN ACCORDANCE WITH SECTION I709S,S Or Flo COM ONE LABEL
<br />- TIC 0 I, 7/E' M,K-114 ANCHOI, AS MANUFACTURED Eft D_rWkLT INC (TAN, r�iSDO p_n�) SHALL RE PLACED FOR VERY OPENING. LABELING to C.M.L. WRN-%=`GrGgS,, G, -THE
<br />- 414-0 X ,1/4- Swo-SET ANCHORS, AS 015TRIOUTEG BY ALL POW, SCREW, BOLT * SPECALTY Ca R.ORRIA BULLOIrr, CODE,
<br />(MIN, f . c-Im o.1) I
<br />- #I+- I 0 PAND,MATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MMUfrACTIOMD By ELCU CONSTRUCTION THIS DRAWING SHALL
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<br />OMAA KRM" IN, 1HE'S1
<br />ORR, "207t P*0 ,"IsOIT104"N'
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<br />- IPRODULTS
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<br />* CF TAFI-CAP ANCHORS, AS MANUFACTURED By TRU-FAST CORPORATION :10 - 114 0N
<br />1-11.
<br />8,I) MINIMUM EMBEDMENT W TAPCON ANCHOR$, ELCO PANEIA(AIES AND CF TATI-RIP ANCHOR. INTO THE C04&'�_-' ' * * FLORIDA BUILDING CODE (High VeNocity Hu, an* zone)
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<br />0 I* ' -. �� 20 GAgt GALVANIZED STEEL STORM PANEL o"A'I'l, IN,
<br />9,4 CAIR-114 * SCLID-SET, ANCHORS SHALL BE ENRIEWED 71e INTO THE CONCRETE BLOCK UNIT NO EMBA .
<br />W# * = -
<br />INTO STUTOCO SHALL. BE PERMITTED7 I/4- 0-20 SCREWS USED SHALL BE T 1/2- LONG MINIMUM SHOL141 M��CCO I -- , / ", GLOBAL PRO ECTION PRODUCTS, ULC. "'
<br />I GLOBAL PAID
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<br />- ODUCT EVALUATION RE "0_1 FLk:A. Limie -10. 3-34D46?L6J'9
<br />REPORT NO.: 2O-W27.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />I
<br />PRODUCT NAMEJ- 24 GAGE GALVANiZEID STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Pmoction Pr_Q lucw=
<br />4800 S.W. 51 Street
<br />Davie, Florida 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 />61020-3, Method ID of the Florida Department of Bustriese and
<br />Prof"slional Regulation,
<br />This product is being issued an Evaluation Report as described herein, and has
<br />I ,
<br />been verified for compliance in accordance with the 20�0 Seventh Edition of the
<br />Florida Building Code, and to verify that, the product Is forthe purpose Intended
<br />I
<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. EV_IDENCE SUBMITTED:
<br />Z1, PRODUCT EVALUATION DOCUMENT (P.E.D.)
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 18 of 18 prepared by'rilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 0112712020. This drawing is an inte 064DIS
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<br />. -�, �, X I COTICINTE MICHURt ,_
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<br />, ON I VALE 3116-1-
<br />r, I ','�, INSTALLATION,
<br />.1 1-1-1
<br />I _ITACK C�
<br />I SHEETS a THROUGH 93 I I � - ,
<br />I-, - - 6 r C:,. - I
<br />7ij, i -[c I � A, T "It
<br />-1" .'�41^
<br />- 11--Z .
<br />EXISTING POMRP-;V, WA — wTXaTN. r '. Erit-'. 'P!�t FLORIDA BUILDING CODE (High VaLo� ff. Cana Zone),
<br />CONCRETE OR
<br />_0111"O' CONCRETE BLOCK ,� - To K 20
<br />1 1/2' MIT, " .=,,.,. Om "'TODO, *� rP
<br />A W. I .�_ S -GAGE GALVANIZED STEEL STORM PANEL
<br />AFF, REWIRED, I -
<br />3* M... 6 - , Tmow. wo,r 44167 ` 1 DAWN W
<br />x� SIMON X-
<br />SCALE 3/2-1- * c< - 6+_-.;:�_-�_ - GLOBAL PROTECTION PRODUCTS, ULC. "
<br />� 1 OF- ' - -, -, IL ECOinc, - *M.
<br />0it
<br />ISO AI le , . Mu'Wil!1 STMIXT
<br />�� I R0, - III, MI. 20-176
<br />SSW-�
<br />.... _**1�07','�,� P-mc, Co")M-76461 IIAL (W)IRS-4257
<br />� � � wTi-,w *mwft W.
<br />M __ CA 10 - I � i-
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<br />VA REAATE A WtiO j1h:4" " [ - I 1A I - L=t=1f_= "NOT A Of 24
<br />I
<br />I
<br />111�_: W,1141100111�1,,A�"-J T "T
<br />� EP TS:
<br />Large isslie Impact load tests were performed under SSTD 12-99 standard as
<br />,
<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 byAmerican Testing
<br />Lab of South Florida, Report# 0814-01-01 dated 0311 1f02 witnessed by William
<br />R_ Manner, P.E., Boriz 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 />Largoespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per ProlocolsTAS 201 & 203 as persection 1609.1.2 ofthe 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 byJulio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-19$ by 00 Metallurgical, Inc., dated Match 1% 2009,
<br />signed andsealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as
<br />Per QQ Metallurgical Report No. I OKIVI-11 318, dated December 1, 201 0 sighed
<br />and sealed by Jerry Jarlofano, P.E. as per ASTM E-8.
<br />- ffRUCTURAL ENGINEER111M CALOLATQN-S
<br />On 24 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 accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteoo,
<br />Inc., dated 12/18110 and 08/27113 (for this revision), signed and sealed by Walter
<br />A Tillit, Jr., RE,
<br />3. MIS1511LE IMPACT RESISTANQF;
<br />Large missile impact undersection 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. ONO LOAM,RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel hasr 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 Docurnent(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 (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 />5. INSTALLMION-
<br />I.i.,
<br />I C I %4 -
<br />Installation shall be performed strictly in accordance with details indicated on
<br />U-3/
<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 />C2
<br />sheets3,6,13,14,16,16and 18 OfrI8, of Product Evaluation Document
<br />.
<br />�_J
<br />(P.E.D.), drawing No. 20-175.
<br />=)
<br />I
<br />-6,-.MAT�-RIAL--C-RARACTERISMCS-AND SPECIFICA110NIS;
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet I and 2 of IS, of Product Evaluation Document (P.E.D.), drawing N ,
<br />20-175!
<br />Anchor specifications shall " as Indicated on sheet I of 18, of Prod U<,;..,
<br />Evaluation'Docurnent (P. E.D.), drawing No. 20-175.
<br />"IMITATIONS AND. CONDMQNS OF USE: %%
<br />7.1 � Shall be strictly in compliance with General Notes No- 1, 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175
<br />prepared byTIfteco. Inc. and signed and seated by Walter A. T11111, Jr., P.E. .�
<br />7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined an section 1020.2 of the Florida Building Code.
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood fra" structures.
<br />.
<br />Product Evaluation Report prepared by Walter A. T011t, Jr., RE, (Florida License
<br />No� 44167), President of Tifte= Inc, (Florida CA-0006719).
<br />WAnLL
<br />D-tITILTECOADIMON RECORDS I?, E. RE
<br />GALVANIZED STEEL STORM PANEL k DRWr A
<br />1 1/4, 2/4, 3/4. 4/4, 5/5, 7/5.
<br />*IW/10, 2W/10, 3W/10, 4W/10. +6/5
<br />5W/10. 6W/11 & 7W/11
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<br />. AA"ORS; FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 2 _.-. . - - ,_ __ , _.,,, _
<br />---. - - ___ __ ,--.-, POP WOOD SEE SECTION$ ON SHEETS 10 & 11
<br />REQULAR STORM P NELS'��,_J_) & 9 ELEVATION
<br />TITS.
<br />X67* I/4' vm GAP
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<br />.
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