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<br />TILLIT TESTING S ENGINEERING COMPANY
<br />22LIM-REPORTS;
<br />6. MATERIAL CHAR A_CTERL$TLCS AN a
<br />, , D PECIFICATIONS;
<br />-WAT.,'FRR A- TUff. JR,: FA, _. _. -
<br />filte"W&Ohcorn
<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 />4AI�,
<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.), draw
<br />.Ing
<br />_,,FLR2,UCdt=N
<br />C�119._OMIV19
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-179. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />Testing, Inc.. Reports # 96-569 dated 08/09/1996, 9,46-570 dated 0911 8/199,6,
<br />26, ofPmduct Evaluation Document (P,E,D.), drawing No�, 20-176,
<br />PRODU , LUATION REPORT
<br />EVA
<br />#19,6-T30 dated 09/2011996, 'all three signed and sealed by Hector M. Medina,
<br />_CT
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br /># 2126 dated 10106/1 90 witness6d by Gilbert Diamond, P.E. and Report No.
<br />7-11MITATIONSA I D OF UM
<br />REPORT NO.: 20-0720.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />� I
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall W strictly in compliancewith General Notes No. 1, 8 thru 14, indicated
<br />DATE., July 28, 2020
<br />Tensile test report No. DCM-197 by QC Metallurgical, Inc,, dated March 13, 2009,
<br />on sheet 1 of26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated
<br />on sheet 21 of26 of Product Evaluation Document (P.E.D.),, drawing No. 20-176
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />,
<br />prepared by Tilteco, Inc. and signed -and sealed by Walter A. Tillit, Jr,, RE,
<br />PRODUCT SUB-CATF-OORY- Storm Panels
<br />1�3STRJUCTURALIRMQINEERINP CALCULAWNS:
<br />7.2. Product may be installed Within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum partle length Va. 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 anchor spacing vs. design Wind load and panel
<br />MANUFACTURER: Global Pmtection Produds LJ&
<br />length based on rational and comparativeandlysis, and in accordance with
<br />section 16i 6 of the Florida Building Code. CA � Iculations prepared by Tilleco, Inc.,
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />4800 S.W. 61 Street
<br />dated 11/03108 and =12115, signed and sealed by Walter A.-Tillit, Jr., P. E,
<br />Davie, Florida33314
<br />I
<br />1,. RU "PSE QF EVALUATI N;
<br />1 MMILE IMEACT MIaTANCE;
<br />Product Evaluation Report prepared by Waiter A� Tillit, Jr., P.E. (Florida License
<br />This it a Product Evaluation Report Issued by,Waltier A. Tillit, Jr., P.E. (System
<br />Large missile Impact under section 1626 of The Florida Building Codq� as per
<br />TAS 201 Protocol.
<br />No, 44167), Preeldent of Tilteco,inc. (Florida CA-000671 9).
<br />ID # 1906) to the Global Protection Products., LLC, Rule Chapter No.
<br />6IG20-3, Method I D of the Florida Department of Business and
<br />4.-M R
<br />,l%%§IlnIk1Hf4N',4
<br />0%"I;jR� N, Tikz %,
<br />0�%
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
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<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall beas Indicated on sheets 8, 10, 14,15,
<br />;!!F I
<br />_ Z .. . .
<br />�� � Z 44167 I.
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />16,19, 25 and 26 of26 of Product Evaluation Document (P.E.D.), drawing No.
<br />S
<br />�__ ______3=2Ti__ , - * -_
<br />- M_-*�-:��*
<br />Florida Building Code, and to verify that the prEt.ductfs for the purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets a, 9, io, 11,
<br />_-. E
<br />_'
<br />STAlt OF
<br />At least equivalent to that required by the Code.
<br />14,15,17,18,19,20 28 and 26 of2b, of Product EvaIuation0Qc;umeftt(P.E,D,),
<br />I ,
<br />,A*,W'�-A,�. .;551
<br />_ � , _ � .
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<br />drawing No. 20-176.
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<br />�P. CS, "
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />- ,
<br />1111141611,111E."A"111,
<br />a Building Code change that may affect its limitati' Fie
<br />ons and conditilo,
<br />5ASTAULAT-110-Nt
<br />0
<br />I nstallatian shall be performed strictly in accordance with details indicated on
<br />2.1VIDENCE SUBMITTED:
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 ot 26, of Product Evaluation Document
<br />WAPLL
<br />D;'i MTECO ADMON RECORDS � P. E. RFPORT�20 � GLOBAL PROTECTION PRODUCTS, LLC l 20 GAGE
<br />2_1 FRO -DUCT EVALUATION-DOCU I I- "Q -
<br />(P,E,D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANLZEII STEEL STORM PANEU DRM 4 96470 %REPORT #204728,01
<br />__MENT(F_
<br />Drawing No. 20-176. filled "20 GAGE GALVANIZED STEEL STORM,PANEU',
<br />indicated on sheets S. 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />sheets 1 ,thru 26Eif 26 prepared by Tilleco, Inm; signed and sealed by � Walter A.
<br />(P.E.D.), drawing No, 20-176.
<br />TIllit, Jr-, P.E., dated 0�/28/20H, This drawing is an integral part
<br />Allski,
<br />0"kiHillil hNfe,
<br />Evaluation Report, 'No011
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<br />6355 N,W 36th Street,,Suite 305, Mlluni. Mori& 33166 - Ph(m?: (305) $71-1530 - WKI I
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<br />MNEBAI. N=: 8 3) IN CASE THAT PRECAST VOW. OR PWCAST CONCRETE PANEIS. STUCCO OR WOOD BOARDS BE FOOND ON THE
<br />affiLaill" I EXISTING WALL OICHORS SHALL BE LONG DJOUV ,TO REACH THE MAIN STRUCTURE BENNO SUCH PANELS.
<br />I STORM PANEL SHOWN ON THIS PROOUC1 EVALUAITION DOCUMENT (RCD) 445 BEEN VERPIED FOR COMPLIANCE IN ANCHORAGE SHNI BE AS MENFOONED IN 9;1) AND IN S-2).
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA SUILINNG CODE. (C) 1z
<br />DESIGN WIND LOWS SHALL BE DETERMNED AS MR 5ECTIKON I 620 OF THE WOK MENTIONED CODE, - 1/411 _TAPCQN ANCHORS. AS MANUFACTURED BY OW BUILDEX, INC�
<br />FON A WINI) SHUTTERS. *IL4W=A�M AND - #14-10 PANEINATE FEMALE IS AND PAKUAA1F " ANCHOR$. AS MANUFACTURED Rr tLCG CONSTIAICTIOk PIATIDUCTS
<br />JU - T"M
<br />TAIT
<br />FOR , ,,,AP,EW,,A5,M-00J%% Sa, i 7-= SHALL INOT VIM,, (A. SO.) - 1/4'0 LAI SCRENS PER N.11S.
<br />DESIGN PRIESSORE RATINGS ADICAYM ON SHEETS 7 TIM i2 14. 15I 16� 19 & 20� - 7/16-0 � 5/6- WOOD SUSHINC� AS DISTIVeUTEDI OF ALL PONT SCREW, SOLT 1, SPECAMN 0,
<br />IN ORIKk 70 VMPY THE ABOVE CONDITION, ULTIMATE DESIGN W*O LOADS DETERVINIM PON ASCE 7-10
<br />SK41 as MST REDLICED TO A�S_O_ DESIGN WIND LOADS BY M=Z THEM SY OA IN ORDER TO C 1) MINIMUM THREADED PENETRATION POW *000 Of 1APCON MCHORS, SHALL W 1 112' AND 2* FOR CLOD PANWATE PLUS
<br />COMPARE THESE W/ *kX (ASO) DESIGN PRESSURE PATINGS ON SHEETS 7 THRU 14 III, 15, )IL 19 & 20. AM PAHELM"'FEAKE 10.
<br />IN ORDER TO VERIFY 7RAT AWHORS ON THIS PEO, AS TESTED WERE NOT OVS SITIESSUD. A, 33% INCREASE W AaC%%I C,2) MINIMUM TKREADED PENETRATION OF LAO SGREN� WM ISE WOW FRAME LINO SHW BE � 1/2'. NO MWADED
<br />PENETRATION INTO STUCCO SHAL� BE CONSIDERED AS PART OF THE REWIRED THREADED PENETRATION
<br />STRESS FOR WIND LOADS WAS 901 VSW IN THEIR ANALYSIS FASTENERS SPAGNO TO WOOD HAS KEN DETERMINED IN
<br />ACCORDANCE WITH IND.S. 2018, C 3) MINIMUM EDGE DISTANCE OF LAO SCREWS- IWO WOOD SKAU. BE AS INDICATED IN THIS ORAW*C
<br />STORM PANWS ADEOUNGIF FOP IMPACT AND IMAID RESITT&Irt HAS HEN VERIFIED IN ACCORDANCE WIN SECTION t626 or
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE 04"VERING & TESTING INC. REPOIDS SW-550, 96-5,70 a 96-T30 AND C-4) MINIMUM PENEPRATION OF WOOD BUSHING SHAL BE V&- 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM
<br />FENESTRATION TEVITIC 08 ING,, REPORTS f2032 & #=b , AS PROTOCOLS TAS-201, TAR-202 AND TAS-203 SHOULD STU = CIUST� AND I' MINIMUM FOR WALLS NTM NO STUCCO,
<br />AS WEUL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT 0219.01-00, AS PER TAS 201. TAS 202 AND
<br />US 203 STANDARDS, C, 5) IN CASE TW PRECAST STQNE� OR PRECAST CONCRETE PMUS, STU= OR WOOD BOARDS BE FOUND ON THE V�W)f4
<br />2 ALL ALUMINLIOEXTRUSIONS ')D BE BOW-11 ALLOY AND TEMPER, (UNLESS ODO�RINSE NOTEOl, SEE SAM 2� WALL MOTIONS SHALL BE LONG ENDUC14 TO WACH THE MW MUM, RE 004RED SUCH PANELS
<br />*Qowx SHALL X AS MENTIONED IN C,1,1 C.1) & t 4)
<br />1 ALL. ALUMINUM SHEET METAL USED AT CkOSORES SKAU, HAVE II05-04 ALLOY. (0) ANONORS SHALL SE INSTALLED FOLLOWING ALL OF THE RECOMMENGATIONS .*G SPEVfIGIDONS, OF THE ANCHOR'S "LIFACTURER
<br />A ALL STEEL SHEET METAL PANELS SHALL HAVE $7RUCTURAIL QUALM StEEI. ASIN A-453 GRADE 50 MINIMUM, C-60
<br />CALNWED STEEL DESIGNATION W/FF. N.5 W (AMA R=M) S. PANELS MAY ALSO BE PWALLED HORTZONTAILY FOLLOVORE INSTALLATION DETAILS SHOWN ON -_'EMON 3 THROwk to (sWErs 4
<br />WWGit 6) EXCEPT THAI WAGERS M * 0 SHALL HOT BE USED,
<br />5 ALL SCREWS TO DIE STAINLESS VM 304 OR -170 NEI SERIES OR CORROSION RESISTANT MAIM CARBON SIM AS PER 0 IT SHALL BE THE RESMWISILMY OF THE CORTRACIM TO YER" THE S"ONESE or tW: STRUCTURE WHERE EHUF, is To BE
<br />50 t�g VIE ""OMPA a ING SIR
<br />DIN Soale W LO SMD*Tp AND 90 kW TENSILE STRENGTH * SHALL COMPLY W/ ' "D CODE
<br />-
<br />ATTACHED TO VISURS P40PER ANCHORACL THIS SHUTTER SHALL DAILY BE ATTACHED TO CONCRETE. BLOCK OR WDOO FRAMFE
<br />SECTION 24tl�3.3.4 WALVINCS,
<br />6 bOLTS TO BE ASYM A-307 CALTW#ZED STEEL, OR NEI 304 subts STAmiss SIEEL. WVN JG N* MINIMUM YW
<br />STRSNGTH� 10. LAC" REGULAR STORM PANEL WITH LENGTHM OVER V-S PER SECTIONS 6 S. 9 & 10 AND ALIETWATTA:5 W,
<br />I MOTORS TO WALL $HAUL. SE AS FOLLOWS " & low ON SHEETS 51 S & 12 RIESPWMITLY', $KAU ��� READILY 14SISIXIMWING. INSTRUCTING OWNER OR
<br />IOAT To SECUK PANELS WITH APPLICABLE RIEWORC15MENT DORING PERIOD$ OF HURRICANE WARNING
<br />(A) 1Q_QqvpA;_22A3E2_c -
<br />_qW,,RU I I THE INMAL.ATION CORMFOOR 15 TO -AULK S80M ,OMPONENT EDGES W-WH REMAIN IN CONTINUDO'S CONTACT WITH
<br />AU R L
<br />- t/4'* TAPCON ANCHORS AS MANLOWTURED V 4_T�W, RUILDEY� INC, (M�h V..3407 pjj THE SUI to PqrJEW WIND)RAIN =N
<br />- ,/4* 4 ,I I/ -IN A""Ps. AS MANUFACTURED W DPWALT INC. (MIN4 I'3GOO P�Iil�
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<br />- /4 3/4 SOLIO-SET Al-WHORS. AS DISIRIOLITOD BY ALL POW) BMW. BOLT A, SPECIALTY CO, 12, STORM PANEL INSTALLATION SHALL COMPLY WITH WECsINDICATED IN NG DRAWING PLUS NNY SI ANO ZONWG REGULATIONS
<br />(M'n. F`C-30ca P�aL) PROVIDED BY THE AAMIDICTION WHERE PEROD IS APPLIED TO,
<br />- #14-10 PANELMATE 178"t 0 & PANELMAIT PLUS ANCHORS. AS MANUFACTURED BY ELDO CONSTRUCTION PROMM
<br />tiew f,_3w P_-Q 13 (a) THIS PRODUCT EVALUATION OOCUMENT (P-ED.) PREPARED W THIS ENGINEER IS. GEWRIC AND DOES NOT PPWM WGRVATtDil
<br />- ,/4 *0 OF TAP-W ANCHORS� AS MANUFACTURED By TRv_rAS7 CORPORATION (f'.-MOO p FOIT A SITE $PECIAt PRGJECT� 1.� WHERE THE WE CONDITIONS r"IATE FROM THE P,ED
<br />, -)
<br />A. 1) MINIMUM ]EMERZOMENG OF TAPCON AA4O,GF3 INTE, POURED CONCRETE SHALL BE I .�/A�-, 2' FOR PAWLMME FEMALE (a) COWRAL70R TO BE REWON54SLE FOR THE SELECTION. PUROASE AND TiWALLATIOR INCLUDING LIFE SWETY OF TIITS PROOLCT
<br />BASED ON THIS PS_O� PROVIDED HWSW act-, Nor "VA71E FROM tW_ CONDITIONS DETAILED ON THIS DOCUMENT
<br />'a AND PANEMALTE FTLUS� AND ) t/4' FOR CF TAP-1161P AKNORS CONSTRUCTION SAFETV AT SITE IS THE CONTPACTW,S �.SMNSGA�v�
<br />") CAAX-IN 4 SOUD-SiT ANCHORS SHALL HE EMSEDGED I/El' WM THE POURED t4tiCAM, NO EMEIEDWNT INTO, it) THIS PRODUCT EVALLY57TON DOCUMENT WILL BE CONSIDERED INVALID If' MODIFIED
<br />STUCCO SHALL HE 0044ITTED 114' 0-20 SCREW$ USOD SHALL BE I I/R' LONG MINIMUM SHOULD STUCCO I=,
<br />No 11 WwRim Km WALLS WtnH NO STUCCO, ANTS MAY W HEADED SOW" OR ALL T'DWADED SCREWS W/o HEAD, tlb STIT 9TWIt PROJECT$ SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR, ARWITECT WHICH WILL ej�'GNE THE
<br />BUT WITH WiNO NOT& ENGINEER or RECORD MaR.) FUR THE PROVEct AND WHO WILL Or RESPONSIBLE FOR FIT
<br />PROPER USE OF THE PX-M ENGINEER OF RECQRO� AGING AS A OELWAAD ENGNEER TO THE
<br />MI) IN CA% THAI PRILCAST SIGNE. PRECAST CONCAVE RAMS, PAVERS, S=tO OR WOW BOARDS BE FOUND ON TW PX'IT ENGNM, S'ULL s~ TO THIS LAMR THE VM SpEt;fFIC DMMNQS FOR W-'AE:Wr
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG INNGH TO REACH THE KOS STRUCTURE BOIND SUCH
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED IN kiJ AND IN A.2), �*) THIS P�E.D SMALL WAR THE DATE AND GRIONAL SM AND SIGNATURV Of WE PROFESSIONAL
<br />ENGINUM �i ACCORD THAI PREPARED IT
<br />(a) !a - Ln�� ���A$2L,;_-_Ws
<br />0TO NPOGN ANCHON5 AS MANUFACTURED 13Y I T P BULUDEN INC. III SHUTTER MMUFACTUREF'S LABEL SHALL HE LMADED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER IN AGCORDANCC MTH SECTION 1709.9-3 OF FLORIDA BUILDING C=M ONE LABEL
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<br />/V I 7/9^ CALK-W ANCHORS, AS MANUIACTURM Of DEWAL7 INC (W , C1500 P.I.) 51110KIL BE PLACED MR EVERY OPENING, LAIRELING 10 POMPLY WO SECTION 1709-9.2 OF TNt
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<br />- i/4"o Sle SOUD-5.17 ANCHORS, AS DISTRIBUTED By ALL POINT SCREW, & SPECIALTY CO. fLORTIDA OU11,01m; CODIE
<br />(MIN, ,� -NOO P�.J.)
<br />- 144-1 C PANELVATE TEMPLE 10 AND FAWUMATE PLUS ANCHOR$. AS M"FACTUNED a, ELtO CONSTRUCTION,
<br />L_ � � ���
<br />PROOLICIS (MIN, V,_"2071 p,,,I,) , H1100044",
<br />A0
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<br />I - I/" * Or TAP-OPIR AWWORS� AS WNUFAcTURED By' TAO-FAST CORPORATION . ,-� I nq�,%'
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<br />8 I � MINIMUM EMBEWENIF OF TAPCON ANCHORS, ELGG PANEUAXTES AND OF TAP -GRIP ANC40P, IWO 14E CORPEW . ,-- ill I—- . -_ I RIDA BUILDING CODE (Iligh Velocity N Cone Zano)
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<br />SLOCK L141T SHALL. BE I t/4-� _0 1�'
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<br />0M ".104 AIC GAS
<br />z _' NO 4 167 I S 20 � E 4ALVANIZED SIM "M PANEL DIAM40,
<br />921 CALX-114 & SOUD-SET ANCHORS SHALL BE EMENDOED 7,fil- INTO NE CONCRETE R,CCX OANT NO *. =
<br />=810M. ,
<br />IN70 STUCCO SHALL RE PERMITTED, 1/4' -20 SCREWS USED SKAILL BE I Ile LONG MINIMUM
<br />I <2� �_�__, 0 MTECT10N PRODUCTS, U.C. "'
<br />EXIST, AND !I MIWIMUV` ton WALLS WITH NO STU=. -0,
<br />!� IV, STA OF _> 1111iao.-c \ - k". $1 S"EXT - am -
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<br />TILLIT` TESTING & ENGINEERING COMPA
<br />- - _-_________ - __ _ - ___
<br />WALTERA. MLIT, M, P,E. P-RODUCT EVALVATIM REPO tJTteOQ@aOI,CCM
<br />RT �I.P.T'T,I,N-N� 441.6'
<br />F),C,A.IAFlNlCN.0-"RJ9
<br />REPORT NO.; 20-0727.02
<br />DATE., J uly 27, 2020
<br />PRODUCT CATEGORY4. Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE OALVANIZED'STEEL STORM
<br />PANEL
<br />-
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<br />MANUFACTURER: - PTQdy0A1LLC_
<br />4800 S.W, 51 Street
<br />Daviia. Florida 33314
<br />I - E!URE!Q$E OF EVALUATION'
<br />This is a Product Evaluation Report"Issuod byWaltorX,n1lit, Jr., P.15, (system
<br />ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />SljG20-3, 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 acoordancewith the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />AtAeast equivalent to that required by the Code,
<br />This Product Evaluation Report shall be subject to review and revision Ili case of
<br />a Building Code change that may affect its limitations and conditions
<br />. I
<br />2. BIDIENCE SUBMUTED:
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<br />6-155 XW.36thlgtreet, Suite 30,Miallai, Florida 33166 - Pboue, (305) 871 -
<br />I - -
<br />9.QMP-QNENTS EQR REGULAR & LIFE SAFETY MRM PANELS
<br />(SCALE 1/.2=1')
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<br />ALWAMWA-ANU MONOWN: WSWR WV AMIDNAL e / �Fx --tow-AN ENM)WA_e,.,
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<br />1 1
<br />2.Z. TEST REPORTS
<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�bl dated 0311 1102 witnessed by William
<br />R. Mehner, P.E., Borriz Moroz P.E. and Henry Hattern, P,E, and fkeport No.
<br />0249-01-09, dated February' 25,2009, signed and sealed by Edmundo
<br />Largaespeds, P-E. and Henry Haltom, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 2,03'as per section 1600.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.1111-10, dated Novembel-23,2010, signed and sealed byJurlio E.
<br />Gonzalez, P.E.
<br />r
<br />Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009
<br />1 1 .
<br />slg�ed,Arrd sealed by Frank Grate, RE, as pe'rASTM 5-8 and Tensile Test as'
<br />per QC Metallurgical Report No. I OKMAMS, dated DecemItet 1, 2DI 0 signed
<br />and sealed by Jerry Jadofano, PIE. as per ASTM E-8.
<br />.
<br />2.3-URUCTURAL ENGINEERING!PALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as Wailes; maximum anchorspacing 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 12J1 Bf10 and 08127113 (for this revision), signed and sealed by Walter
<br />A Tilit, Jr,,P-E,
<br />3. MIS311LE IMPACT RESIS N
<br />,!A_C�-�
<br />Large missile impact undersection 1609.1.2 Otthe Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND LO-AN RESISTANCE,
<br />24 Gage Galv"ized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on shoetsS, 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,-9,10,11,1$ thru 16
<br />and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175.
<br />24 Qage Galvanlz ' ad Steel Storm Panel has been verified for code compliance 10
<br />work as a non -porous storm shutter assembly, as per SSTD 12790 Standard,
<br />_PRQD=JM9,UAJL0AXVffMTN,0. 20,0727,01,
<br />. , _
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3,thrut8,12 thru 18 of 18, of Product Evaluation Document (P.E.O.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6i 13� 14, 15, 18 and I 8 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176� 1
<br />1
<br />&VATEIRIAL HARACTERNBCS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D,), drawing No,
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet I of I 8, of 'Product
<br />Evaluation Documlent (P.E.D.),draWlilrg No. 20-175.
<br />-
<br />L - L N MA-T 1-0 N I IM Of USE:
<br />7.1. Shall be strictly In compliance with General Note$ No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P,E.D,), drawing No. 20-175
<br />prepared by Tileco, Inc. and signed And sealed by Walter A. Tllllt� Jr., P.E.
<br />7.2. Product shall notbe Installed Within HIGH VELOCITY HURRICANE ZONES
<br />as definedon 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 />Prod Uct. Eval uat to n Report pre pared, by Walte r A. Till It, J r., P. E, IF to r1da LI ce nse
<br />No. 44167), President of TIReoD, Inc. (Florida CA-0006719)�
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<br />INUALLATION QUAM Egg MULAR PANEUCD A; dA fm Gam MAU Em IMMLLM h Pon axwE r INSIALLATHM QUAILS FOR REGULAR PANEUJ�
<br />INUALLADON DUAILS FOR RMULAR PANELSCD INTO EX15IING POUM rgONCRETE OR CQNCRETE 13LQCK STRUCTUR Q2KHM I= OR = IM EX1$MN_G POUREQ PAQL4CRETE OR CONCRETE OLQQK 5-TR!JCTURES
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