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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />WATTER A. T7LLfT, JR., F,& 11111COO a ]SOM
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<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 26, 2020
<br />Shutters
<br />PRODUCT $US -CATEGORY, Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global P pleatlon-p-rgaurARIM
<br />4800 S.W. 61 Street
<br />Davis, Florida33314
<br />I � 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, LLCT Rule Chapter No.
<br />6 i G20-3, Method I 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 equivalentlo that required by the Cocle�
<br />This Product Evaluation Report shall be subject to review arid revision in case of
<br />a 80ding Code change that may affect Its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2A. PRODUCT EVALUATION DOC�UIMENT._(PIE.D,)ffi
<br />Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tilteco, Inc.: signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part R,I
<br />Evaluation Report. g�%',,101 101I
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<br />6355 N.W, 36th Street, Suite 305, Mimi, Florida- 33166 - Pbone, (30,') 871-153 - I I . iii, - .. Ni� I
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<br />ZIL TET-REPORTS:
<br />L MATERIAL CHARACTERISTLCS AND, PECOCATIONS
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<br />TiLLIT TESTING S, ENGINEERING COMPANY
<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 />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 />WAIJERA. TILLIT, a, II.E. filrec*@aol.com
<br />PRODUCT EVALUATION REPORT 7I.Pr TAco-No 441.67
<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
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<br />Testing, Inc., Reports # 96-569 dated 08109/1996, #96-570 dated 09il 8/1996.
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<br />26, of Product Evaluation Document (P.E,D,), drawing No. 20-176.
<br />#96-T30 dated 09/20/1 996, all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: 20-OT27.02
<br />P_E_, Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and
<br /># 2126 dated 1010/11998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7.- LIMITATIONS AND CONDITION$ --OF USE;
<br />DATE: July 27, 2020
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespacla,
<br />P.E. and Henry Hattem, RE,
<br />7.1. Shall be strictity in compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13. 2009,
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-IT6
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />signed and sealed by Frank Grate, RE
<br />prepared by Tilteco, Inc, and signed and sealed by Waiter A. Tillit, Jr,, P.E.
<br />X.-3.STR-UCTURAL ENGINEERIN
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<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length III& design
<br />,
<br />defined on section 1620.2 of the Florida Building Code.
<br />Wind load, as well as maximum anchor spacing vs. design wind load and pane)
<br />MANUFACTURER: Global ProtectlI
<br />length based on rational and comparative analysis, and lin accordance with
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />4800 S.W. 51 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,,
<br />wood frame structures,
<br />Davis, Florida 33314
<br />dated 1 VI and 03/12/15, signed and sealed by Walter A. Tillit, Jr., R E�
<br />3. MISSILE IMPACT RESISTANCE;
<br />Product Evaluation Report prepared by Walter A. Tiflit, Jr., P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />No. 44167), President of Tilteco, Inc, (Florida CA-0006719).
<br />This is a Product Evaluation Report issued by Walter A. T111111, Jr., P.E. (System
<br />TAS 201 Protocol.
<br />10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />4. MND LOADS RESISTANCE:
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<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
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<br />pressures. Maximum panel length shall beas indicated on sheets 8,10,14,15,
<br />16,19, 25 26 26 Product Evaluation
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<br />44167 -
<br />This product Is being issued an Evaluation Raper( as described herein, and has
<br />and of of Document (P.E.D.), drawing No.
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<br />been verified for compliance in accordance with the 2Q20 Seventh Edition of the
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1,
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<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />14,15,17,18,19,20 25 and 26 of 26, of Product Evaluation Document (RE.D.),
<br />STATE .,�:II
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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
<br />5. INSTALLATION:
<br />itoliffiIIIIIIII,110%,
<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 />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />VIAT'JILL
<br />D�� TILTrCO ADMON RECORDS i P. E. REPORT-2C k GLOBAL PROTECTION PRODUCTS, LLC I 20 GAGE
<br />2. EVIDENCE SUBMITTED:
<br />(P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANELI, DRWI24MI78 k REPORT# 20-0728.01
<br />indicated on sheets 8, 14, 16, 26 and 26 of 213, of Product Evaluation Document
<br />2-1, PRODUCT EVALUATION DOCUMENTtP.E D.),
<br />(P.E.D.), drawing No. 20-176.
<br />Drawing No. 20-1 75� titled "24 GAGE GALVANIZED STEEL STORM PANIEL',
<br />sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
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<br />6355 N.W 36th Street, guite 305, Marrii, Florida 33166 - Phoue: (305) 871- -1531
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<br />GENM& : U 3) IN CASE THAT PREGIelT STONE. OR PKCAM CONCRETE PANELS� MUCCU OR WOOD BOARDS BE PO4JI40 ON THE
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<br />0aw MR SMAM PANEI EXISTING WAIT- ANCHORS SHALL RE LONG CNI TO REACH THE MAN STRUCTURE 815HIND SUCH PANELS
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<br />I STORM P EL SHOININ ON IMS PRODUCT, EVAIUATION DOCUMENT �PCD , IRS BEEN VERIFIED FOR Com, PLANCE IN ANCHORAGE SHALL BE AS MENTIONED N 9.1) A140 IN 132).
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<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUIiDIN(; CODE (�') T&l-L60-%r�-M--jmN,�-.1�LLauQ-,�um. ,�_15-im-
<br />DEST WIND LOADS SHALL RE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, - 1/4*9 TAPCON ANCHICKA. AS MANUFACTURED BY I I IN BOLDEX, INC
<br />FOR A WNTAT SPEED AS ACQUIRED AT THE 40RIS04CTION WHERE THESE SHUTTERS WILI STE INSTALLED AND - #14-10 PANELMATE FENALS M AND FAVELMATE PLUS ANCHORS. AS MANUFACTURED AT V,C0 GON57RUCTION PRELL,CTS
<br />FOR A DRECTOOMILIV FAI Kd-O RE. USING ASCE 7-16 AND SHAILL NOT EXCETIT THE MAMUOA (KS,D) - 1/4". LAO SCREWS PER ft,O�S.
<br />DESIGN PRESSURE RATINGS INDCATEC, ON SHEETS 7 Ifift 12, 14, 15, 16, To & 2Q� - 71WO t 5/e *DOD RUSHINGI AS M$71TISCITTED By Att PTIFNIP SCREW, VOLT A SPZCIALTf CCL
<br />IN ORDER TO, VERIFY THIE ARCNE CONDITION. ULTIMATE IFSIGN WIND LOADS DETERMINED PF7 ASCE 7-16 C 1) MINIMUM "CAM PENCIRAIDk INTO 'WOOD OF TAHCON AUCHOM SkAIUL A. -I I Ilr ANU 2' FOR ELCO PANUMATE PLUS
<br />SHALL BE FASAMUCIED TO A-M DESIGN MIND UOAOS AT MULTIPLYING. rRDA BY OS ON ORDER TO
<br />AND PAINELMALf FEM&E U).
<br />COMPARE TK�SE A/ UkK CASO) IYESIGH PRESSURE RATINGS INDICATED ON SHEETS 7 AHRV IF, 14, is, TA, Ig & 20
<br />IN UNDER 10 ISWLFY THAI ANCHORS I:" THIS RED AS CES"TC0, WERE Nor U&N STRESSED. A 4A INCREASE IN ALLOWABLE C..�) MINIMUM T�'REAM PENETRATION OF LAO SCREW, INTO THE WOOD FTANIE UNC SHI all � 1/2' 140 THREADED
<br />PENETRATION I -TO STUCCO SHIU; BE CONSIDERED AS PART OF INS ITECLOWIFT, TFOr-ADED PtTIVIRATI1.114
<br />STIRCEIS rOR WIND LOADS WAS VOL USED IN TT,iEJR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DEMA". ED 'IN
<br />ACCORDANCE WITH III 2018 C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS TNDCATI� IN T"FS DRAWING
<br />STORM RAI ADEQUACY FOR IVPACT AND WIND RESISTANCE HAS SUN VERFIED IN ACCORURCE WITH SECTION t626 OF
<br />THE PROW MENTRONO) COOF AS PER HURRICANE ENGINEERING III TESTING 114C REPORTS 26-150. 96-570 & 96-T30 AND C `I) MINIMUM PE�VRAFER OF WOOL) RUSHING SHALL 13E 5/11I 1/4* O-ZI1 SCREW- USED SHALi, BE t 1/2' I,ONG MR41MUN
<br />FENESTRATION TESTING LAB INC , REPORTS #2032 III 1WI26 . AS PROTWMS TAS-201, TAS-202 AND TAS-n3 SINGULD STUCCO EXIST Wk I' WRIMUM fOR WALLS WITH No ,STUCCO
<br />AS WELL AS AMOACMI LCST LAO Or SOVIH FLORIDA REPORT 00219.01-09, AS PER INS 201, TAS 202 AND
<br />T ECART -
<br />,AS 203 STANDARDSL C 5) IN CASE THAI PRE , STONE. OR PRECAST CONCRETE PAAEiS. STUCCO OR WOOD BOARDS BE PI ON THE LxISTPK
<br />2 ALL ALUMINUM EXTIRLSIONS 'TI RE 6063-T6 ALi.OY AND TEMPER. (UNLESS OTRIDOtia NO WALL, ANCHORS SHALL. OF LOW ENOUGH TO REACH THE MAW STRIJITIURr ISEHIRC, SUCH PANELS
<br />TED) SEE SHEE, Z ANCISGRAGE SHALIL Be -5 MENTIONED IN C 1). C 2) & C 1)
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<br />, ALL ALUMINUM SHC`F METAL USED AT CLOSURES SHALL HAVE 1105-HI4 AU.GY. (U) ANCHORS STI WE INSTALLED FOLLOWING ALL OF THE RECOWMITNIDATIOPS AND I�PECFRANUNS OF THE AHMV*S MANUFAMPER
<br />A ALL SrML SHEET METAL PANIELS 94ALI HAVE STINUCTURAL QUAILYTY STCEL. ASTIN A-*Z3 GRADE 50 MINIMUM, a- 60
<br />GALVANIZED MEL DESIGNATION A/C- 58.5 1,I,, (AFTER ROLLED) 8 PANE-_S MAY ALSO BE INSTALLED HM70NTALLY FOLLOWING, INSTALLATION DETAILS SNG,WN, or4 swnr*4 3 THROVOI, TO (SREMS 4
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<br />1HRODOI4 6) CINCECT THAI HCADEF�_ (1) & Q SHALL NOT BE USED
<br />5 ALL SCREWS TO BE SIAINTUM MTEIL N4 OR JID A151 SERIES OR CORROSION RESISTANT, COATED CARBON STED. AS PER
<br />CAN W-48 W/ !A) IV YIELD SENGTH AND 90 41, TENSILE STRENGTH & SHALL COMPLY W/ FI.OROA BUILDING CODE 9 I SHALL BE THE ReSPOW310I OF THE CONIRACTOlk 10 VERIFY THE SOUNDNESS OF THIE STRUCTURE WHERE SHUTTER IS TO BE
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<br />SECTION 2-! 1 1. 3 4 ATTACHED TO NI PROPER ANCHORAGE OITS 3HILITTER SHALL ONLY RE XnACHET) In C, P_ IX ON GO -ANNE
<br />RLAUD. E,
<br />6 BOLTS TO BE, ,k'SIM A-JO7 CALYANIM- SIM., CR 4SI .504 SIETUS STAINLESS MFEL, TOTH X k.i MI YTELD
<br />SIRENCH. it) EACH REGUOR STORM PARCL WIL4 LENGIH5 O" IL-6 THROUGH 1�'4% AS PER SECTIONS 6, 8. � a 10 .AND ALTERNATIVIrs M,
<br />9W & I OW ON SHEETS Z� 6 4, 12 RESPECIVELY, SKAIII 14AVE A tMETUE AND PCAOLLY MfleLf MARKING INSTRUCTING OWNER OR
<br />� ANCHORS 70 WALL STHALL RE AS MuOWS�
<br />TENANT TO SECURE PANELS WAII ARPTICASUF RE)NIFORrEMI DI PERIODS, OF HURRICANE WARI
<br />(A) 1Q.,QQ"1T._eQQ8ED_r.W_VE It THE INSIALLATION COWTWTOR IS To -�CAIL/CAU�K AL. SHUTTER COMPONENT EDGE$ WIJICA REMAIN IN CONTU,uOU'� CONTACT MtI4
<br />1/4�O TAPCON ANtMORS AS MANQYKTIMED ITT t I W BUILIDEX, INC f,44� I'- � I 9. IT,, I,) THE DWILDING TO PREVENT WINIVI INTRUSION
<br />- , /V A . 7/W CsiX-A ANCHORS, AS MANDFACTUREr, BY DERALT INC OAN. C-3000 p,)
<br />- 1/4'. , � 14� SOLIO-SET ANCHORS� AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CC, 12 STORM PANEI_ RMA"RON SHAL, COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS AN* GOLDING AND ZOIJIMC, REGULATION'
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<br />IIA" , V-3000 RO.,-) PROVIDED By NE 4URTSENCTFON WHERE PERMIT IS APPLIED TO
<br />- #14-10 PARELMI FENAIC IO III FANFIMAIT PLUS ANCHORS. AS MANUFACTURER EY ELCO CQNsrpi,A�TIGN PRODUCTS
<br />�W T"-33EA P.4,) I.I. (a) MIS PROOLICT E%IALUATION DOCUMENT (PF D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PRQYUJ ;NFORMATILIN
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<br />FOR A SITE SPECIFIC PROI ,O WHERE THE 51TE CONDITIONS DEWTE FROM III P C D
<br />- 1/4'0 CF TAP -GRIP ANCHORS. AS MANLFACIURED BY '.RU-1AST CLORPORATTION (6-SMO .�T
<br />AJ) Nil IMOM EMEELMENI OF T�N ANCHORS INTO POURED CONCRUCTE SHAIL, BE - _1J*' ;I' FOR PAN ILI) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INISTALLATEIN INCLUDING LIFE SAFETY Of THIS PRODUCT
<br />� , ELMAT,E FEMAL E BASED ON -IW-- RED. PROVIDED HE,?SHE MIS NOT DCOATF MOM THE CONDITIONS DETAILED ON NIS DOCUMENT
<br />40 AND PXNEMA1.TE_ PLUS AND I I/4' FOR CF TAP-QRIP ANCHORS CORMA,UCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSRIT�
<br />A.7) CA. -IN & -,-�O-SEI MC14ORS SHAUL HE EMBEDDED 7/8' ,NTO THE POURET, CONCRETE NO EMMOMEN1 INTO TO THIS IT2VOUCT, CYALUATON DOCUMM WILL RE CONSID(TIF-11 INVALID if MODIFIED
<br />STUCCO SHALL K PEMMED� 114- 0-20 SCREWS USED SHALL RE 1 1/2- LONG MINIMUM SHOULD MUCCO EXIST.
<br />NO I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY ar HEADELI SCREWS OR ALL, THREADED SCREWS W/O HEAD 01 SITE SPT11-� PRI SHAIL BE PPEPART- BY A FLORIDA REGISTERED CNICiACCR OP ARCHITECT WHICH WILL BECOME THE
<br />BIT WITH WING NLTS LNGI OF RECORD (E OR) FOR THE PROJECT AND WHO WILL 8-E RESPONSIBLE FM ME
<br />PROPER USE OF THE P,ED. ENGINEER OF RECORD. ACTING AS A DELEGATED ENTRIN�R TO THIE
<br />A 31 IN CASE fll�- PRECAST STORE. PRECAST CONCRETE PANELS, PAVERS, STVCC.O OR VI BOARDS BE FOUND oil Tfir �, 1.0 INCTNEER. SHAU SUBMIT TO THIS LATTER THE SITE SPECIFY OAU0ItT*-G5 FOR ILFYTEW�
<br />OUSTING WALL OR FLQOR� ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN $TRUI BEHIND SUGH
<br />VANCLS ANCHORAGE SHALL RE AS MENTIONED IN A I � AND IN A 2) (6) THIS PED, Sl" L BEAR THE DATE AND ORIGINAL SEAJ_ AM SIGNATURE OF THE PROFES301LAL
<br />ENGINEER OF ACCORD tFAT PREPARED IT
<br />(8) 19-EA*Rqk-"U��-�,o�l-W&L--,�iT-Y--,.--w
<br />- t� SHUTTER IMINUFACTLONER'S LAW� SHALL AS LOCATED ON A READILY LASIBILE LOCATION AT STORM
<br />� 0 TAPDON ANCHORS AS MANUFACTURED in I I W SUILDEK, INC
<br />:/4
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 099.9 3 OF FLORIDA BULONG, CODE- 044E LABEL
<br />- /4, Ii , 7/8* C40-AN ANCHORS. AS MANUCACTURED I DEWALT INC (Mof I'— 15CE, pA, I SHALL PLMM FOR
<br />BE EVERY OPUI LABELING TO COMPIT' WITH SECTION 11109,02 or "IF
<br />- 1/', " A =5/4" S(SIO-5ET ANCHORS, AS OFMIETUTIED By Alt POINI SCREW, SOLT A, SPECIALTY CO RORMA TIVILDINIS CODE
<br />(MIN 1'..1800 O.O.i.) -
<br />- 1,4-IT) RANELRACE F-MI V AND INVIKUNATE PLUS ANCHORS. AS MANUFACIURM BY ELZO CONSTRUCTION DRAWING SHALL ONLY
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<br />/A 0 CF TAP -CAP ANCHORS, AS MAJENFACTI)RUD BY TFIV-FAST CORTONATION . TZ�
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<br />5 11 MINIMUM CTIMMIM Ot TAPCON ANCHORS. ELCO PANELMATES AND Cf fAP-GW ANCHOR. wD imE C 1% .-
<br />FLOR t OA BUILDING CODE (Nigh Vefoefy N.r ca,,* Z.vt
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<br />BLOCI, UNIT sNoLi, BE 1 1/4- Z_ I 1, - .=. ,-time "Al 20 GAGE GALVANIZED STEEL STORM PANEL "N
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<br />9.2) C4�, IN & SOUD-SET ANCHORS SHALL BE EMBEDDED 7/W INTO THE CCNIG-�ETE 9',OGX UNT, No Emas -� = - - ____
<br />INTO STUCCO St%A_L BE PFRMITTITU '/4' 0-20 SCREWS USED SHALL OF 1 I/.'- LOUIS N,I S�HQUIBII In/./im"
<br />- .,l �_ - "' ILI IOTECTION PRODUCTS, U.C. �_
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<br />EXIST. AND I' WIRIYUM FOR WALLS WITH NQ STUCCO a -a' -1:3 - - I [ILIECO,.e. \1
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<br />PkIDDUC r EVALUATION RUMT NO. 26-0727, 2
<br />I . TEST REL20RM;
<br />Large missile impact load tests were performed under SSTO 12-913 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# 0814-01-01 dated 03111102 witnessed by William
<br />III Mehner, P.E., Boriz Moroz, PIE, and Henry Hattem, P.E. and Report No,
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, 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, RE,
<br />Tensile test report No. 9CM-198 by 00 Metallurgical, Inc., dated March 13,2009,
<br />signed and sealed by Frank Orate, RE, as perASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1OKM-13i8, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-B.
<br />. STRUCTURA"INGINEERING iCAWW,ATtQNS:
<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. Calculallors prepared by Tilteco,
<br />Inc., dated 12/1 8110 and 08/27113 (for this revision), signed and sealed by Walter
<br />A Tillit, Jr., P.E.
<br />3. M16$,.1LE IMPACT tEMITAINCE;,
<br />Large missile Impact under section 1609,11.2 of the Florida Building Gode, as per
<br />SSTD 12-99 Standard and TAS 201 �
<br />4, WIND LQAQ6 RUSISTANCE,
<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, I$ that 16
<br />and 18 of 18, of Product Evaluation Document (RE.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 />FROIDUCTEVALUATT NREPQRXYAL_
<br />. _LQJU= 3
<br />& [N-STAILLADON:
<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. 20-178. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15, 16 and I 8 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6. MATERIAL CHARACTERISIKS 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 18, of Product
<br />Evaluation Document (P.E.D,), drawing No. 20-175.
<br />7,.IMa!TATMNaANRiGONQMQNa-QEAAE:
<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 by Tilteco, Inc- and signed and sealed by Walter A. Tillit, Jr., P.E.
<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 WaII Tflllt, Jr., RE. (Florida License
<br />No. 441167), President of Tifteoo. Inc. (Florida CA-0006719),
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