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<br />TILLIT TESTING a ENININEIRIN13 COMPANY
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<br />22-11WREPORTS;
<br />Large missile Impact and fatigue load tests were perfbrmed under Protocols TAB
<br />0. MATERIAL CHARACTERWIC3 AND SP IFICATIONAN
<br />Shall be strictly In accordance with General Notes and mponents indicated on
<br />TILLIT TESTING III ENSINEERIND COMPANY
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<br />WATTW A. TILLM JPL, PA. jl��Lclirn
<br />P, '. "'M
<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 />IWAL-MR A. -=Ir, nL, M tilteoo@wl.com
<br />PRODUCT EVALUATION REPORT Ff." I ,k—N� 4467
<br />PL r A LI M. &W, 09
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />No.20-170. Anchor Specifications shall be as Indicated on sheets 1. 7 and 21 of
<br />",'A. L 1� NW19
<br />Testing, Inc., Reports # 96-609 dated 08/09)"1996, #W570 dated 09/18/1996,
<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 />REPORT NO.: 20-0727.02
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04118/1998 and
<br /># 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. a nd Report No.
<br />7. LIMITATIONS AND CONDITION".F UAL-
<br />DATE: July 27, 2020
<br />REPORT NO.: 2111-072111.01
<br />0219.01-09, dated March 4,2000, signed and sealed by Edmundo Latiggospada,
<br />P.E. and Henry Hattem, P.E.
<br />7. I. Shell be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />DATE: July 28, 2020
<br />Tensile test report No. RCM-197 by QC Metallurgical, Inc., dated March 13. 2009,
<br />on sheet I of 26, as well as General Notes 0 1 thru 4 and 1 1 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT SUR-CATIEGORY: Storm Panels
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tifteco, Inc. and signed and sealed by Water A. Tillit, Jr., P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2J-STRUCTURAL ENGINEERING CALCULATIONS:
<br />1
<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 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 Protection Products, LLC
<br />MANUFACTURER: Global Protection ProdugbLL=
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations 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. 51 Street
<br />Davie, Florida 33314
<br />48M S.W. 61 street
<br />dated 11103108 and 0311211 5, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />Do -As, FIDHE143314
<br />1. PURPOSE OF EVALUATI[ON:
<br />I MISSILE IMPACT RESISTANCE
<br />Product Evaluation Report prepared by Wetter A. Tillit, JL. P.E. (Florida License
<br />J. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by WaKer A. T1111t. 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 TIlleco, Inc. (Florida CA41OOI8719).
<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 />ID # 11106) to the Global Protection Products, LLC, Rule Chapter No.
<br />GIG20-3, Method ID of the Florida Department ol"Business and
<br />Professional RequilaWn.
<br />4. WND LOADS ReS1SLANM-
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<br />GIG20-3. Method ID of the Florida Department of Business and
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length Shall beas Indicated on sheets 8, 10. 14.15,
<br />.
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<br />*�.-`,$EN& `
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<br />This product is being Issued an Evaluation Report as described herein, and has
<br />been verified for compliance In accordance with the 2020 Se venth Edition of ft
<br />16, 19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
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<br />.44167
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<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 />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1,
<br />- -- — I* .. .* :,
<br />_?,I�t �,,01%��.. STATEOF e
<br />Flodde BulidIng Code, and to verify that the product Is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />14. 15, 1 7. 16, 19. 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-170.
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<br />at least equivalent to that required by ft Code.
<br />This Product Evaluation Report shall be subject to review and revision In case of
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<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Buf1dirig Code change that may ~ Its limitations and condrdons,
<br />a Bulldlrtg Code Change that may affect its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />WAr"
<br />2. EADENCE SUBMITTED
<br />2.1. PRO13UCT EVALUATION DOCUIMENT.I[P.E.D.)e
<br />shearts 3 thru 7, 1 0 thru 20, 23. 24 and 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />Dit TILTECO ADMON RECORDS I P. a. REPORT-20 k GLOW PROTECTION PRODUCTS. LLC 1 20 GAGV
<br />GALVANIZED STEEL STORM PANEU DRWO 111120-176 % REPORT III MWUOI
<br />2. EVIDENCE SUBMITTED8
<br />.
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets S. 14.16, 25 and 26 of 26, of ProdM Evaluation Document
<br />(RE.D.), drawring No. 20-176.
<br />2.1. PR EMLIATION DOCUMENT (P.E.0
<br />'24
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and mated by Wetter A.
<br />Drawing No. 20-ITS, titled GAGE GALVANIZED STEEL STORM PANEL:,
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part, I is
<br />sheets 1 thru IS of IS prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Evaluation Report. wit fit*
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<br />6355 NX 36th Stireet, Suite 305, Miami. Florida 33166 - Phurne: (305) $71-1530 , 5
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<br />�"��1114 THIS PRODUCT cUuLATeN Docituari tprv) wa BEEN AlnFirt, FOR comPLANcr P,
<br />ACCORD#SCE WIN IRE 2020 Inn MrMN) OF D41 rEoRwA BUILDING CODE
<br />DESIGN WOO LOADS SHALL BE DETERMINED AS PER SECTION tWOOf THE ABOVE MENTIONED CODE,
<br />FOR A WIND SPEED AS ACOUIRED BY INC 4URISDICTION WHERE THESE SHUTTERS WAA CIE IRSTAkIC MO
<br />FOR A DWWCT*NkM FACTOR Ad-0.05. USING ASCE 7-16 AND SHALL NOT EXCEED THIF MAXIMUM (0,SO)
<br />OE!IIGN PRESSURE RATINGS INC)ICATED ON SHEETS 7 THRU 12� 14. 15, 16, 79 a 20
<br />IN ORDER 10 VE%N`T THE AW4 CONDITION. ULTIMATE U0Kh WIND LOADS DETERMINED PER ASCE 7-14
<br />SHALL BE FIRST REDUCED TO ALSO OESION WIND LOADS BY MULPPLY940 THEM By 0 * IN ORDER It)
<br />COMPARE TNM *� OAX OSDI DIESKIN PRICSSURF RATINGS INDICATED ON SHEETS 7 TWO 12, i4, 15, is. 10 IF 20
<br />IN URGE TO VERIFY THAT ANCHORS ON THIS P ED AS TESTED WERE NOR VVEN SIRICSSED. A 313111 INCREASE W Au,OWW[
<br />SIAICSS �; WIND LOADS WAS MU USED IN THEIR ANNYIIIS. CAM-NEIRIT SPACING TO WOOD PAS NUN DETERW" IN
<br />ACCON"A"CE R"N N.DS 2018
<br />STORM PAMEL'S AMOLACY FOR IMPACT AMU WIND RESISTANCE 44 BEEN VCRIWICO IN ACCORDANCE MT. SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE A5 PER 4LWJCW 0401WIRING a YCSTNG IK. REPORTS 0-61111. 96-S70 A 96-T30 AMP
<br />FENESTRATION TESTING LAN INC.. REPORTS 12032 A 02126 . AS PRUtOMS TAS-201. TAS-702 AND TAS-201
<br />AS *1111 AS AMERICAN TEST LAB Of SOUTH FLORIDA REIDOICT 002 I 9.01-09. AS PER IAS 201, YAS 202 AND
<br />TAS 2W STANDARDIL.
<br />2 ALL ALUMINUM EXTRUS06 10 BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SHM 2
<br />A ALL ALUMINUM SHEET METAL USED AT CLOSURES &KALE HAVE 3105-HI4 ALIJOY,
<br />A ALA. STEXIL SFW METAL PAWLS SHALI HAK STRUCTURAL QUALITY STEEL ASIM A-654% GRADE 50 MOOMUM. 4-W
<br />GALVAREFF0 STEEL DESIGNATION */fV- 565 ft (AFTER ROLLED)
<br />5 ALL SCREWS TO BE STAftEW STEEL 304 OR 318 AIS SERIES OR CGIRROSION RES67ANT COATED CARBON SICIEL AS PER
<br />DIN 50018 W/ hQ 10 YIELD STI1rNGTH APO 90 �si TENSILE STRIEW-M * SHALL COMPLY W/ FLORIDA BUILOP4 CODE
<br />SECFM ,4 11 3.3.4
<br />a SOLTS TO BE ASRA A-JO7 GALVANIZED STEEL, OR ArSi 304 MIJOLI SIARVICSS STEEL. WI 36 IM4 MINQUMI -TLD
<br />SINENG
<br />.IN
<br />I 0140IONS TO WALL SHAU. BE AS POLLOWS
<br />(A) TQ_fAWM�F.QUKQ_=flCafa
<br />- i/!** TApC4DN ANCHORS FS MANUFACTURED BY typt 81.111,01EX. PIC (Mu. ra.31$12 p)
<br />_ 'g " - 7/ - CALX-IN ANCHORS. AS MANUFACTURED BY DICIRALT INC. (MIN. 1'3000 P)
<br />- 1/4-10 . 3/4! SOLID -SET ANCHORS. AS DISTRISCIF" BY ALL POINT SCREW, SOLT & SPICALty ED
<br />(W. ?*3000 P,.A)
<br />- 114-10 PAMELMATE FEMAIA 10 & PAWIMAtf FOA ANCHOn AS MANUFACTURED BY ELCO CQkSrFft1C1`1QN PRODUCTS
<br />(MIN. I' .3350 p a;)
<br />- I ANCHOW
<br />/410 C; IrAp-ow �. AS wNUrAcTuNto By �RU-VAST CORPORATION (T'c-3600 p.s.,)
<br />A 1) MINIMUM EMBEDMENT OF IAKON ANCHORS INTO POURED CONCRETE SHAU K 1 3/4' 2� FOR PAWAMAIJ I[MAIJ
<br />0 AM PAROMAIrt PLUS AND I E/4- FOR CC TAP-ORIP ANCHMS
<br />A7) CAkX-W Ai SOLID SET ANCHORS; SWi WE IMINEDDIED 1/8' INTO THir POURED CCOKRETE 00 EMKOWN7 INTO
<br />STUCCO SHALL K PERMITTED 11 ' 0-20 WPM USED SHALL BE I 1/2' LONG MINIMUM SHOULD STUK= EXIS3,
<br />FAD I' MINIMUM FOR WALLS WITH :10 STUCCO. AND MAY BE HIAM SCREWS OR ALL TWWAOtU SCRM W/O HEAD,
<br />an WITH IWK NVIS
<br />A 3) IN CASE TtiAT PRECAST STONE. PRI CONCRETE PARIM MYERS. STUCCO OR WC40 BOARDS BE FOUND CA� TH41
<br />EXISTING WALL OR FL DOW ANCHORS SHAU BE LONG f— TO REACH THE MAIN STRUCTURE SEPIND SUCH
<br />PANELS ANDORAGE SAXI RE AS MENTIONED N A 1) AND 0 A 2)
<br />(a) 10,LMIM . 11 ���"
<br />/V HORS AS MANUFWLARD VY t I III 91,41.0171C. WC
<br />- 1/4' 0 � 7/0' CAUK-W ANCHORS. AS IMALWACrUM 10 DEWALI INC (MITI ec-1500 P-)
<br />- I 14-10 X 5/4- SOUD-SET ANCHORS, AS DMMWPEV BY ALL POW SCREW. BOLT & SPICALCY CO
<br />(MIN V-taw vci)
<br />- #14-tO PANCLJOIA11 rEMAL1, 0 AND PANELMAIT PLUS WtIORS� AS MANUFACTURED BY LLCO CoMsiomnom
<br />'PRODUCTS (MIN r*2071 P,i) ,,Ott
<br />�
<br />. /4' * CIF TAP-GICP ANCHORS. AS MMUFACTURID BY TRU-FAST CORIPMATION AV
<br />It 1) MINIMUM IMBEOMW. Ot TAPCON MCHOM. ELCO PANIUAVATS AND CC YAP-ORP ANCHOR, 'I" "'
<br />BLOCK 'th" SHALL K 1 1/4". I 4�---,:*` h
<br />0.2) CALK-N At SOUD-SE7 ANC4OAS SIMI BE EJUVEDDED 718' INTO THE CONCRETE OLD. . No Em.
<br />INTO STUCCO IiIALL BE PERIPTITT) -/A' 0-20 SCREWS USED SHALL BE 1 i/2- LONG MINIMUM 94OU OCCO
<br />(list, AND t . MINIMUM FOR WALLS orH NO STUCCO -%�..c
<br />0 3) IN CASE THAI PRECAST STOW, OR PRECAST CONCRETE PANELS. SrUCVO 00 WOW BOAftos BE FCOIQ 01 THE
<br />DUSTING WALL JITIC-ORS SHALL BE LONG DOUGH to REAGH THE MAW STRUCTURE CiENIND SUCH PANELS.
<br />ANCHORAGE SHAtt IN AS MENTIONED N 1). I) AM IN 0.2).
<br />(c) T0_UMII1sLA=_LvftMQrX_osAM �.�.wwjetj
<br />: 1/4- TAK04 ANICHORS. AS MIAUFACTURED BY i 7 W BUICEM, ,NC
<br />0 14-'o PANICLIAM PIEMALE 10 00 RAMELMATT PLUS ANCHORS. AS MANUFACTURED 91 1LCa CON111itut,1101111 PRODUCTS
<br />- 1/4-it LAO SC" PER 4 D.S.
<br />.. 7/1 6'0 - 51W VIEW BUSHING. AS DMRBWED BY ALL POW SLTEW, SOLT 6 SP[XWT`, CO
<br />C 1; U*AWM TWZAM PENE'TRAMIT PMO WOW Of TAIPCON ARC."ORS SHALL BE 1 1/2� AM 2' MR DCU PANEEMATt PLUS
<br />AND PAWIMAIX FEMAU 10.
<br />C, 7) MININUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FWAME UNr Sh%U. BE - 1/2- NO THREADED
<br />PEWTRQION INTO STUCCO SHAL BE CONSIDERED AS PAM 01 THE NEORPRIED IMACADED PENETRATION
<br />C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD 904i BE AS INDICATED IN THIS UMMIRW
<br />C 4) MINIMUM PENETRATION OF *10015 BUSW40 SK40L BE 5/8' 1/4* 9-20 SCAM USED 94AU BE 1 1/2' LONG MINIMUM
<br />SHOULD STUCC
<br />.0 ToLity. ANE
<br />J I' MINIMUM FOR IMI WITH NO Stucco
<br />C 5) ft CASE TWAT PRECAST YTOWL OR PRECAST CWRrTE PV4". STUCCO 09 Rpooto BOURGS BE FOUND ON THE EXIST,NG
<br />IIIALL 41ACHONCi SMALi K LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS
<br />ANCHORAGE 9*1 OF AS MENTIONED IN C I) Cl) & C 4)
<br />(D) ANCHORIS SHALL K MWALLED FOLUIRIM AU OF THE NEC010WINCIATIONS " SPECIFICATIONS Of THE ANCNOR'S MAMUFACIURILA
<br />6 PANELS MAY ALSO K P67AUM HORTIONTIALLY FOLLOWING *StALLATV* OVAILS SHOWN ON SECTON 3 THROUGH to (SHEETS 4
<br />MACILIO" 6) tXCIPT THAT WAOIC1115 a4h Q SHALL NOT BE LKAD
<br />9 It 94AU IRE THE RESPONSIBILM OF THE CONTRACTOR 10 VERIFY " SOLRONESS Of I.( STRUCTURE WHCK SHUTTER is TD BE
<br />ATTACHED TO 4MIRE PROPER ANCHORAGE IHTS SHUTTER WWI OWY RIC ATTACWD TO CONICAM BLOCK OR WOOD FAN't
<br />MALD"Vas
<br />10 EACH REGULAR STORM PANEL WITH LENGINS OYU 8'-g THROUGH 12'-4*. Ab PER SECTIONS It. a 9 & 10 AND ALTERNATIVES AW,
<br />-
<br />" & I oil ON SHEETS 5, 6 & 12 RESPECTIVELY. SHALL ROE A %,EGM1UE AND READILY YMM MMIKING INSTRUCTING OWNER OR
<br />TENANT 110 SECURE PANELS "ITT APPUCAII RDNFOFUCEMCWT OUNIC FERIDIDS Of mL,RRCAIRT WARNING
<br />I I It* INSTALLATION COMORAC" IS TO SEAL/CAULK ALL ViUrTIER COMPONENT rOO[S WHICH RD"N IN COTIMUOUS COWACII WITH
<br />THE BUKDM TO PREVENT WIND/RAIN tMITILISON
<br />12 STORM PAND. INSTALLATION SHALL COMPLY WIFH SPEC$ 0IONATIED IN THIS WA*WG PLUS ANY BUILDING AM ZONING REOULATTITTIS
<br />PROVIDED By THE AIRISDICTION WHERE PERMIT IS APPLIED TO
<br />13 (0) THIS PRODUCT EVALUAI`iQN DOCUMENT (PC 0 ) PREPARED BY THIS ENGINEER 15 "NOM AND OM NOr PROVIDE WCONAVION
<br />FOR A SIM SPECYK PPDXrT, I* WHERE THE SITE OOMUHXM DEVIATE FROM THE P E.0
<br />10) CONTRACTOR TO CIE RESPONSIBLI FOR THE SELECTION. PURCHASE AMD INSTALLAMN M,UMG t*T SAFETY OF THIS PRODUCT
<br />1ASED ON TM P EA PROVIDED HE/SHE UOICS NOT "Will FROM THE COMDITMS DOARED ON 11115 DOCOWM
<br />CONSTRUCTION SAFM AT SITE IS THE CONTRACION'S RESPONSIBRITY
<br />W THIS PRODUCT EVALUATION DOCErmw FILE I* GONSIDERM MAUD it MONFIED
<br />(d) SITE SP[CVK PROJECTS WAIt OF PREPARED BY A F40100A REGISTERED ENGINEER OR ARCHITECT W"C" WILL BECOME CHI
<br />ENGINEER Or RECORD (E.0111) FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR TINT
<br />PROKI IM OF IRE PXD CNCNW OF RECORD. ACIING AS A OULIATED ENGINEER TO THE
<br />P.E.0 ENGINEER, SIMCI SUBMIT Tit THIS LAY" THE SITE SPECIFIC O"WINCS FOR INVIIIEW
<br />(o) TOM P.E0 SHALL BEAR THE DATE AND OFINDOIAL SEAL AND SIGNATURE OF CW PROFISSIOM,
<br />EwAk,M or RECORD THAI P"U"ED 11
<br />14 SHUTTER MANUFACTURIA'S LABEL SHALL K LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER IN ADCORDN4M VAN SECT*N 1701LIL3 OF FLORIDA BUILDING; ODOE, ONE LABEL
<br />SHALL K PLACED FOR IVORY OPENING LABELING to COMPLY WITH SECTION 1109 9 2 OF NE
<br />FLORIDA BUILDING C.=
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<br />I 105 OPAW 34ALI OMIL Y . ;": -1
<br />HININ" OBTAIN PERMITS IN THE STATE .
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<br />INSTALLATION
<br />INTO EXISTING
<br />POURED
<br />DETAILS
<br />FOR REGULAR PANELS(b
<br />CONCRETE OR CONCRETE
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<br />BLOCK STRUCTURES cGINGRIT, Alowits
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<br />CONCRETE. .191-M
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<br />2-L TEST REPO
<br />Large missile Impact load tests were performed under SSTO 12-90 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 byArnarican Testing
<br />Lob of South Florida, Report# Cal 4�01 -01 dated 03111102 witnessed by William
<br />R. Mehrier, P.E.. Bortz Moroz, P.E. and Henry Hattern, P.E. and Report No.
<br />0219-01-09, dated February 26, 2009, signed and sealed by Edmundo
<br />Largaespaida, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, delfed Novernber23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. OCM-198 by CC Metallurgical, Inc., dated March 13.2000,
<br />signed and sealed by Frank Grate, P.E. to per ASTM S-S and Tensile Test as
<br />per CC Metallurgical Report No. I OKM-1 318, dated December 1, 201 0 signed
<br />and sealed by Jerry .1facicifano, P.E. as per ASTM E-8.
<br />ENGINEFaNg CALCULATIONS
<br />On 24 Gap Galvanized Steel Storm Panel for maximum panel leno 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 1804 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/1 8110 and =7113 (lbr this revision), signed and sealed by Wetter
<br />A 11111t, Jr., P.E.
<br />3. WSSILE IMPACT RESISTANCE:
<br />Large missile, Impact under section 1609, 1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WND LOMS 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, 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 sheate 6, 9, 110, I 1, 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 Partel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSM 12-99 Standard.
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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. 20-1 75. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 1 5, 16 and 1 8 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />0-MATIRRIAL CHARACTERISTICS AIND SPECIFICATIONS:
<br />Shall be strictly In accordance with Gen" Notes and Components Indicated on
<br />heet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No,
<br />a"
<br />20-175.
<br />Anchor specifications shell be as indicated on sheet I of 1 8, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />L-UmffATION
<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 (P.E.D.). drawing No. 20-175
<br />prepared by TlIteco. Inc. and signed and sealed by Walter A. T111111, Jr.. P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1020.2 of the Florida Building Code.
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood f1ranne Structures.
<br />Product Evaluation Report prepared by Wetter A. TOM, Jr., P,E. (Florida License
<br />No. "I 67). President of Tiltsoo. Inc. (Florida CA-0006719).
<br />WArU.
<br />D'k TILTECO ADMON RECORDS tP, E. REPORT.2(
<br />ikviNiEO MEL STORM PANEL % CRAIG IN 20-1175 %
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