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<br />WATTPR A- TILITT, JR., RE, wtecoaaol CCITT
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<br />PRODUCT EVALLIATION-RE-POW
<br />REPORT NO.: 20-0728.01
<br />DATE, July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY- Stdrrn Parl
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER- Q1QbaLRIPkkQtIAn-Pr-0-4V91-LW-
<br />4800 S.W, 5 1 Street
<br />Davie, Florida33314
<br />I.PUREM-OF-E-VIALUATION:
<br />This is a Product Evaluation Report issured by Walter A. T11111t, Jr., P.E. {$ystem
<br />ID # I 906) to the Global Protection Products, LLC, Rule Chapter No.
<br />6 1 G20-3, Method 11 D of the Florida Depa rtmont 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.. EVIDENK;E SUBMITTEM
<br />2A,FR9P-U9TEVA-LUAT ON ,
<br />A 130CUMEN
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<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANE121,
<br />sheets 1 thru 26 of 26 prepared by Tifteco, Inc,; signed and scaled by Walter A.
<br />Tillit, Jr�, P,E.; dated 07/28/2020. This drawing It an integral part o Plis
<br />Evaluation Report, , O%PNIV I 00 ,
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<br />6355 N.W. 36th Stnoet, Suite 305, Miami, Florida 13166 - Phonil (305) 87 30 'tow", ,
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<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 # 96-569 dated 08/0911 996, 06-570 dated 0911811996,
<br />'996-T30 dated 09/2011996, all three sigped and sealed by Hector M, Medina,
<br />P-E., Fenestration TeSting LaboratoryT Inc. reports * 2032 dated 0411611998 and
<br /># 2126 dated 1010:5/1098 witnessed by Gilbert Diamond, P,E, and Report No.
<br />0219-01-09, dated March 4, 2009, signed and sealed by Ecimundo LarVespaida,
<br />P,E� and Henry Haftem, P.E.
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 1Z, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2.3. STRUCTURAL ENAIN ERINO CALgULil
<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 IF accordance with
<br />Section 1616 of the Flon'da Building Code, Calculations prepared byTiRocio, Inc.,
<br />dated 11103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.�,
<br />3. 111il E IMPACT RESISTANCE:
<br />Large missile Impact undersection 1026 of the Florida Building Code, as per
<br />TAS 101 Protocol.
<br />4-,WND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall be as indicated on sheets 8, 10, 14I 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, I 0, I 1,
<br />14, 15, 17, 18l 19,20 26 and 26 of 26, of Product Evaluation DoCument (P-E,D,),
<br />drawing No. 20-176.
<br />15-11!I
<br />AATIQN-
<br />Installation shall be perfornled strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20,2�, 24and 26 of 26, of Product Evalual Document
<br />(P,E,D.), drawing No. 20-176. Minimum separafion to glass shall be as
<br />indicated on sheets 8, 14,16, 25 and 26 of 26� of Product Evaluation Document
<br />(RED.), drawing No. 20l
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<br />,Q&Na& NOTES- IS ZT) 04 CASE THAT PRECi Li OR PRECAST CONCRETE RAMELI S, SVl OR WOOD BOARDS Be FO)NA ON THE
<br />0","L2g,-4M"A=W-=&MaLWIl ICK43liNG WALL, AM14M $Hl RE LONC CNOTATIA 'to REACH IRE, MAIN STRIIIETURE 8EI14NO SUCH FTAWELE�
<br />I STORM PANEL SHOWN ON THIS PRODUCT VALUAIMM DO�UMEA,t VE CMAPUA �, Mtr.ORASE SHAJ, RE AS MENTIONED lN EL�j ANO rk &2),
<br />, Fri HAS DEST, l rOp h r Y4
<br />ACCORV,Al tor. THE '4,02C (IV, EDITION) OF THE FLORIDA SUILD[Nd COCC, It) V .Y�=Lswi
<br />DESCH "NO WADE SHALL BE DETERM)ARD AS PER SMllOR'IRZO OF THE ABOVE MENTIONED COW. RED BY 0 W, Bull INC
<br />i'09 * WIND, SPEED A, REQUIRED BY 114' 4URMICTION WHERE THESE SHUTTERS "I BE INSTAU-CID AND - #14-10 OANEL44TE PENALE IV Ago PANEL"TE PLUS ANKAA(Al AS M&NUMOTURSO BY OTT) CONCTRUCTIl PRODUCTS
<br />FOR A o[REMLAPIffy FACTOR i V$*C ASEE 7-1 6 940 SHALL NOT EXCITIS IFF MAXIMUM (A,Sl - 1/4'0 LAC SCREWS PER N V.S.
<br />DESIGN PRUSURI RADNOR P401OA)TO 04 SHEETS 7 THRU, 1Z 14, IS, 16L is a 20. - 7/14'z - SIr *Pot 00OIll AS DISTRIOUTED BY AU- POINT SCREW, IAXT & SPECi CO,
<br />IN ORDER TO VERIFY THE ABOW CONOl ULTIMATE DESISK Vil LOADS OCTEIVAINED PER Asti Y-16
<br />SHALL BE: TAM, DEDUCED TO XA&U, OESITIN WIND LOADS BY MULTPLIM Itil BY OF IN ORDEF TO C, 1"' WARIER THREADED PSNCTDAlIOM APIC WOOD OF TAPEOP Al SHALL K I I/,- ARID 2- MR ELIO PANrENATC FILLS,
<br />COMPARE VIESE Wf VAX li DESIGN PPESSURE RATTROS INDICATED OR SHECTS I THRU 17, 14, 1% 16, 19 & 70 ANC, PARELTAItil FIR'SLE Ir1r
<br />IN ORDER TO VERIFYTHA3 ANCHORS ON THIS RED, AS Til WERE NOT MR SDIl A 53TT INCREASE IN ALLOWABLE C 2) VEAPAUV TURMED FrurFRATON Of LAS SCRM KDD lHE Wool, FR-Ail UNr %W1 at 7 11r No r-F.fAl
<br />PENETRATION Ill Stl SNAL�i BE CONSIOCRIC) AS PART O� THE REQUIRED THREATECI FEVCTVAT!OR-
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<br />STRESS TOP Vill'i LOADS WAS V,L USED IN THEIR MALMS FASTENERS SPAC941 TO WOOD HAS BEEN OETERNONED iN
<br />ACCORICAVITS WUH NwOE 20"& C 3) MINIMUM FOOT DISTANCE OF 1AC SCRi INIQ WOOD SHALL 51 AS TNCICYTM iN TAK.- DRAWOCC
<br />STOW PAl AITEOU" FOR. IMPACT Alit; WIND RCM�IETANCE I94 BEEN VERIFIED 94 ACCORDAINCE WITH SECTiON L626 OF
<br />THE ADM MENTIONED CODE AS PER HURRICANE ENCIREEFENC 4 TESTING WC� REP9FIR 5(i-5$9, 96-570 & 96-T30 AND C 4) MIXOARV PEACTFATION f�F WCOO BURNING SHALL LIE 5/8' 1/4' 20 SCRi USED 5-14AU, BE 1 112' LOW; MINIMUM
<br />PENESTRAl IMR40 LAB INC, NIEFORTS #2032 A, #212e . AS PROTOCOLS TAS-201, TAS-202 AND TAS-,03 SHOULD Sri EXIST AND I' MINIMUM FOR Al W1F,J NO STUCCO�
<br />AS WM AS AMERCY'Al IM LAN Or SOUTH FLORIDA REPORT #07, ISLOI-Ol AS FICE TAS 201, TAS 2OZ AND
<br />TAS AT3 STANDARDS. C5) IN CASE THAI PRECAST SPOKE, OR PRECAST CONCRETE PANELS, SFD=C, OR WOW BOARD$ a., POUND TOM TRE ExiSHAS
<br />WALL ANCHORS 1"I ENT LONIG ENOWH TO REACH TR4 WAN STRUCTURE sETITNO SK8 PANELS
<br />2 ALI- AWMINUM EXTRUSIONS TO BE 606-T6 ALI-GY AND TEMPER, Willi OtHODMISS NOTED), SEE SHEET Z AINCHORACE SHl SE AS MEAMICIRM IN Cl), C.2) A, CII)
<br />1 ALI- ALUMINUM Stl it"AL USSR VI CI.OSUPES SRAL-1 HAVE �f()5-HJ4 ALLQY� (TO ANCHORS EIRk, BE �NSTAl FOLLOWING ALL OF THE RECOMMERDATIVINS NOT SpevriCATIONS 0,` THE ANIC,X)l MANUFACTUPCIl
<br />A ALL STEEL SHEET ME74 PANELS SIWI HAVE SPIAl")RAL QUALITY STEEL, ASTIM A-651 GRATE I ENNIMLIM. C-60
<br />CIA,LVANIFED STEEL CESKNATION W,ITY- Sl W �AFTFA ROLLM, 15 PAHEIS MAY All BE INSTALLM HORRIATALly MiLt,01046 NSI[ALLATION Dil SHOWN Oft SECTOR 3 T%RWSI, 10 (CHEM ,;
<br />1HROATCH 6) ticfm TPAT NTAETTr.Q&Q "Ll. P40T BE OSEZ,
<br />6 ALL SCREWS TA ,BE SiAINLESS STEEL M4 OR 316 NET SERIES OR CORROSION RESISTANT COATED CARBON SIT" AS PER 9 Tl SHALL FK THE RESPONSYEILITY OF THE SONTRACTOP 10 VERIFY THE SOUNDNESS OF THE STRUCTiFE WHERE SHUTTER IS TO BE
<br />CAN SOOJB W/ 50 4,6 YIE10 STRENGTH AND to W TENSIL" STRENGTH & SIVJU COMPLY W/ RORICA SIALD)No CODE
<br />SECTION 2- 3�)A, ATTACHED TO INSURE PROPLN ANCHORAGE, THIS SHUTTER SHIALL ONLY BE ATIACHED TO CONSAM al OR WCOI) FRAMF
<br />51MVIOUS
<br />6 00l TO BE A,1W A-307 GALVAND STEEL, 90 AISI .�04 SERIES SIATNUSS STEEL WITH To i MINIMUM Yll
<br />SIRENUIH IB MH RECVLAR $TORSI PANEL WITH LENGIRS OVER W-a THROUGH 12'-*', AS PEO SECTIONSE, O, 8� 9 A, 10 ABC ALTEWITNES BW,
<br />I ANCHORS 70 WALL SHALL BE AS FOLLOWS $W & " OW ON SHEETS 5, S A 12 AESPFC7TVEVI� SHAI HAVE A LEofBAX AND READILY VJ1`SLF NATIONS INSTRUCTING OWNER OR
<br />YCNMT� TO StCURS PAHl V6114 APPi REROORCEMEN1 OURING PEAKICS OF 4VRMCANF WMNNO
<br />(4) IV .CR1,iNC-E2JSWC-QNl I I THE W$TAUATION COMITE4TO 1`Z IS SL44`OAiJILK ALL $LTUTWR COMPONENT EVCES AHCH REMAIN N NOHOW'S LOPSACf WITH
<br />- At ANCHORS AS MANUTACTURFIT By IT R SUILDEX, X, (hit,, ll'3192 ;)
<br />-i/1.0 TAM' IF Tut BUILDING TO Ill MoDIRRA, IAl
<br />- 1/4' - � 7/8' F&�-04 ANCI4PPS. 'IS MANUFACTURED BY OSWALT PIC (Ml V�OQO p,..,,)
<br />- 1/A-. Ve 5OLTO-SET ANCHORS. AS DISTRIBIVIED BY ALI POINT SCRLIN, ROLT * SPECIALTY COL I 2 STORM PAN-�L DISLA"ITON SHALL COMPLY WTOL SPECS 9NOEA-,ED Yi THS, ORWAINU PLUS My BUIUANS 464D ZONLIA7, REMILATIONS
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<br />(M." -3000 l PROVIDED of THE JURISDICTION WHITIC PERMIlf is APPLIED to
<br />- illIS PANEENATE FEMALE ITT & PANETMAIM PLUS ANCHOEll AS WINUFAMl BY i OONSIRU00114 PRODUCTS -ON 000UMENT l PREP44,T) BY THIS MCIREiR Is SPHERIC AN12 COP5 NM PR"DE l"loTA N
<br />4 N� F`�35O P � I� W THIS PREFOUCT fNALLATI Ml
<br />- I/e. CA' T�P--R,I 40040AS, AS WiOLIMtUfto ST TRU-FA57 CEIRPORATION Q'3600 P-) POE A SFT. SPECIFIC RtOJECT, 1- WHERE INC SIT CONl CENIATC PROM TRC PE,D
<br />A. 1) MINIMUM SMSEDMEN1 OF TAP'ODN ANCHORS INIO POl CNCRETE SHALL BE 1 ,�/Il 2' iOR PIN"t"I'MAIIE FIDAN1 (0 CONTRACTOR Ili BIT RCSPONSill iOR IHE SEIIMTION� PURCHASt AND INSTAUARDIN 11KI,V001IS L'IE SAFETY OF THIS PHl
<br />"ED ON THIS PE,O, FIR"Wrow Ht/%Iz Dom NOT Dl rRos THE Cowniol WAfLEO OA4 -ol DOCUIgilT
<br />TO AND HANEMALTE PLUS AND I f/e FOR EF TAP-Ofilr ANCHORS COPOTRUCTICA, SAFETY AT ENE IS THE CONTPACTW" RESPONSIPMAY
<br />A. 2) CALK-114 A, SCUD-STI, WHERE SHALL BE IDARl 7/8' ME n'rE FOURETE CONCRETE NO EMBEDMENT 114TO I F) THIS PRODUCT CVAEUAMON 00CUMCWT Will BE TONSIPERED INWALID if MoIVFIEB
<br />STUCOO SHALL BE PERMITTED 1/4� 020 SCREWS LISED SHALL BE I 1/2' EEKAV MINIMUM SHOULD STUCCO ERBT.
<br />, " MI WUM FCR WALT5 WITH NO SlUW.C. AW Ml BE HLAOCU SCREWS RYREADED SCREWS W10 HEAD, CXOrC WHCH W! BE OME 1HE
<br />Nt, N ' OR �L (di SITE SPEXIFIC PRI.MEM 1INAU BE PREPAREIT 01 A FLORIDA REGISTERED ENKAWER 0. AR , - T LL C
<br />HOT WITH OANG NUTS ONOWEER Or RECORD IlL I IT R E PROJECT AND WHO WILL $T RESPONSSLE FOR IKE
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<br />PROPER USE OF THE , OF RECORD, ACONC AS A COLEOATED FN014ZER TA IUE
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<br />A �! IN CISE THAT PRECAST STORE. PRECAST CONCRETE PANELS, PAVERS, STVCC0 ,DR WOW DOARDS K FOUND ON T49 F'.E IT VAIGNIFER. SHALL _ S IAM11 THE 'IT 5IMCIPIC ORNWING5 FOR REVIEW
<br />EXISTIls WALL Cil FLOOR. MCNOPS SHALL BE LONG Moul TO REACH TIRE MAN 5BILJOTLIfir BEHIND sUl
<br />PANCLS ANCHORACE SHAU BE AS MENTIONED IN A I) AND � A 2? (A) MIS PX D SNkl BEAR THE DATE AND 011 SFAL AM SIGNATURE Of THE PROFESSIONAI
<br />Mll OF RECORD "'T PREPARED IT.
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<br />I As MATICTACIUREV ITY I I W SULDEX, TAC SHUTTER - OCA A IS IT
<br />- /e # TAP-04 ANCHORS 11 MARUFAICTURER'S LAi Il BE LOCATED ON 6 READILY MSIBLE L TON T St O
<br />f/4' 0 � 7/b, CAL,t�(N ANCHORS, AS AMARACTURED, BY DrYl INC� OWN. II-1500 p-,; PANEL SHUTTER IN ACCORDANCE WIl SECTION Pill OF f"LORIDA SUil Cov ONE LABEL
<br />SH" AS PLACED FOR EVERY OPIJ*Nl LAPF1.04C TO COVP`Y Wiq SM3TOM 1709B 2 'or �K
<br />- I/&- 0 � ,�/e SOUD-SEF ANCOORIS, AS DISTRIBUTED EY ALL PORC SCREW. EMT a SPECALIY Co R.Cill aULDINC CODE
<br />(MIN *'-ISM V'.�,) 1
<br />DRAWING 5 1
<br />- 0 I, - , U PANELPAPE rEONIS I0 AND PO4ELOATZ PLUS ANCAIDRS, A$ MANUFACTURED BY ELCO CONSTRUCTtoft , HALL
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<br />AN"i (MIN V-2071 ,,�I) A, *Ili it 11st'l -
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<br />9 I) MINIMUM EMBEDMENT L� TAISCON ANCHORS, ELCO PANakti AND ICE TAP-O,RiP ANCHOR. Iwo ME C ." � . � � . A� FLORIDA BUILDING CODE (High Velocity H-Tiow. ZD.W)
<br />BIWA JNO -NA4 OF l I/e �. .R`W` TIU� W r�,
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<br />011 CALA-M & SOUD111 ANCHORS IRIN-L BE EMKODED 7/9, INTO THE CCIACRETE 6_ww UNIT NO a AgCQ 167 ., = ---
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<br />CEILING AND EIlMMWMhQ
<br />SECTION 7
<br />A
<br />�. 4APT S*� 51 STRIM
<br />rrrr - 65S�ll ilmr�w rAVIE TL 33314
<br />"PE DBl
<br />" A L t %-AV`Y-4F-dAA` - AM, W, - OW-15-A Im li",I)INS-Ill
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<br />SCALE 3/8-11
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<br />6. MATERIAL CHARACTERISTICS AND-SPEMICA—WIft-
<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 shill 1, 7 and 21 of
<br />26, of Product Evaluation Document (RE,D.), drawing No. 20-176,
<br />7. LIMITATIONS AND CONDITIQR$ OEMSE-
<br />I - --
<br />7A. Shall be strictly inicompliance with Garieral.Notes No. 1, 8thrU 14, indicated
<br />on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thrui 16, indicated
<br />on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 2ol
<br />prepared by Tillocci 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 I only be installed Into poured concrete, concrete block, and
<br />wood fra me structures.
<br />I
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167). Preslderl ofTlItil Inc, (Florida CA-0006719),
<br />VVAnL
<br />D�� TILTECO AOMON RIECORD8 � P. E. RSPORT-20 k Gi PROTECTION PRODLl LLC � 20 GAGE
<br />GALVANIZED STEEL STORM PAl Willi *PO�-F?B', REPORT# 20-072&01
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<br />WALTERA. FILLIT, M, !�E, filto"(jaOI.Com
<br />RRODUCT EVALUA110NAEPORI i,FT31R TA-14, 4461
<br />CA. "AMR, ��. Aull V
<br />REPORT NO..,
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUP -CATEGORY.
<br />Storm Panels
<br />PRODUCT NAME:
<br />,
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Glo al Pyotoollplin-Ptoducts-I=
<br />4WO S.W. 51 Street
<br />,
<br />Deli Flol 33314
<br />1, PURPOSE OF EVALUAIIQN:L
<br />This is a Product Evaluation Report Issued by Walter X TIIIlt, Jr., P.S. (System
<br />ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />61620-3, Method AID of the Florida Department of Business and
<br />Professional Regulation.
<br />This produpt Is being issued an Evaluation Report as desofibed 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 />aft 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 SUBMITTED:
<br />2.1. P 0
<br />A-QUCT EVALUATION DOCUMENT iiii1i
<br />Drawing No. 20-175, titled '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 integ*tril�tffffi"Is
<br />Evaluation Report, 0 )
<br />'O"Y". -, ., � �!�4;
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<br />ll NX 36th Sol SUite 305, Miami, Florida 33166 - PholDil (305) 871-
<br />COMPONENTS -F-QR REGULAR & LIFE SAFETY SIQR_K_PANM
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<br />20-176
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<br />INSTALLATION DETAILS FOR REGULAR PANELSJI�)" DO CLQW?ES DETAILS RE INHWMON IN Pffln OMOEM
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<br />INTO EXISTIS9 POURED CONCREJE-Q&-CON,CRETE BLOCK-URM.CTU Q,tM 11= OR WOOD
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<br />A. AEGON X=1 =*j * - 1� I : ( I_, �
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<br />PROVIt ROATAO-111472=1 2
<br />Lslri�e missile impact load tests were performed under SSTID 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.6.3, per ASTM E-330. Test rliports prepared by American Testing
<br />Lab of South Florida, Report * 0814-01-01 dated 03.11 V02 witnessed by William
<br />R. Mohner, P.E., Boriz Moll RE, and Henry Hattern, P,E, and Report No.
<br />0219,01-69, dated February 25, 2009, signed and seated by Edmundo
<br />Largaespoda, P.E. ani Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section'l 609. 1.2 of the Floridip
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 11,23.01-10, dated November 23,2010, signed and sealed tty Julio FE.
<br />Gonzalez, RE, ,
<br />Tensile test report No. SCM-198 by QC Metallurgical. Inc,, dated Match 13,2009
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. I Olil 318, dated December 1, 201a signed
<br />al sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2,,3-3TTiUCTURALEW01NEER[NG- -O-LCULATLONS:
<br />. - I � —
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as wall as maximum anchor spacing vs. design wind load and panel
<br />I I
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1804 of the Florida Building Code, Calculations prepared 1by Tilleco,
<br />Inc,, dated 12ti B110 and 08127113 (for this revision), signed and sealed by Waiter
<br />A Tillit, Jr., PA.
<br />3. MISSILEJMPACT RES]$
<br />IAN
<br />, -Cf--
<br />Large missile impact under section 10,09.1 .2 of theFlorida BuildingCode, asper
<br />SSTD 12-199 Standard and TAS 201 �
<br />4. VAND LOAQ"F-SISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall boas 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 shoots 5q,, 10, 11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P, E.D.), drawing No. 20-175.
<br />24 GageGalvanized $test Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shvilter assembly, as per SSTD 12-99 Standard.
<br />EROBILCI'EVAI,IIATION-MOITNO- 20-0-27.01 3
<br />1AUALLATTI-M.
<br />Installation shall be performaid strictly in accordance with doi indicatett on
<br />sheets 3 thru 8, 12 thrill 18 of 18, of Product Evaluation Document IF.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3. 6, 13, 14, 1 5, 16 and I 8 of'11 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-17C
<br />'
<br />D,.,MAT�RtAL,(;.HARACTERISTICA-.AND SP
<br />R9QEtr,AT*-Fl
<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 />AnCho r specifications she I I be as I nd licated an sheet I of I 8, of Prod uct
<br />Evaluation Document (P.E.O�, drawing No. 20-17&
<br />T.AJ9TATKQN,SA4QC� �NSF �US -
<br />7, 1. S hall I ho strictly in conrpli�arl with General Notes Noi 1, 8 th ru 14, Indicated 4"
<br />on sheet I of 18 of Product Evaluation Document (RED), drawing No. 20-175 iii
<br />prepared by Tiltill Inc. and signed and seated byWalter A. T11111, Jr., P.E. PA
<br />7.2. Product shall notbe installed within HIGH VELOCITY HURRICANE ZONES -r
<br />as defined on section 1620.2 of the Florida Building Code, �-
<br />1,3- Product shall only be installed into poured concrete, Concrete block, and 9
<br />wood frame structurres. =3
<br />1
<br />-110
<br />Product Evaluation Report prepared by Woltel 71111t, Jr., P.E. (Florida License
<br />No� "467), President of Tittil Inc. (Florida CA-0006719).
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