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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />2.2. TEST -REPORTS:
<br />6- MATERIAL CHARACTERIST CS ANID
<br />I , -, PECIFICATIONS.
<br />WAT,TER A. TTLLFr, JR., PA. -.---I,--- bitec LCO
<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 />I M� ""67
<br />FLF1
<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 />IT C., L�, 1Q,. 00067 1 Y
<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 # 96-569 dated 08/0911996, #96-570 dated 0911811996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176,
<br />PRODUCT VALUATION REPORT
<br />996-T30 dated OW20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E_ Fenestration Testing 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 />7.11MITATIONS AND CONDITIM OF USE;
<br />REPORT NO.: 20-0720.01
<br />0219,01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly In compliance with General Notes Nm 1, 8 thru 14, indicated
<br />DATE: July 28,2020
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet I of 26, as well as General Notes # 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 CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by TilteNco, Inc. and signed and sealed by Walter A. Tillit, Jr,, P.E,
<br />PF40DUCT SUSCAT94l2iORY:, Storm Panels
<br />, "�$TR,UCTURAL ENGINEERING CALCULAIQNS:
<br />7.2, 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 sedon 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as wall as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global Protection F-radmanAir
<br />-,,,
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, 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 03112/15, Signed and sealed by Walter A. Tillit, Jr. I R E.
<br />Davie, Flodda33314
<br />1. PURPOSE OF EVALUAITION;
<br />3. MISSILE IMPACT RESISTANCE-.
<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. Tillit, Jr�, P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />No. 44167), President of Tilletco, Inc, (Florida CA-000671 9).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />61G20-3, Method 1D of theFlorlda Departmontof Business and
<br />4. WIND LOADS RP-SISTANCE;
<br />'oI101101141R,
<br />0' ?,A T14 4 `4
<br />go, C� : /'^'to
<br />Professional Regulation.
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<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 ties
<br />pressures. Maximvm panel length shall be as indicated on sheets 8, 10, 14, 15,
<br />—, .,-.
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<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />16,19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Anchor
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<br />Florida Building Code, and to verify that the product Is fat the purpose Intended
<br />Maximum Spacing shall be as indicated on sheets 8, 9, 10, I 1,
<br />14, 15, 1 7, 18, 19. 20 26
<br />11
<br />" , I &P _. STATE OF I
<br />at least equivalent to that required by the Code.
<br />and 26 of 26, of Product Evaluation Document (RE, 0.),
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<br />This Product Evaluation
<br />drawing No. 20-176,
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<br />."Aliti' I .... 4*"'
<br />Report shall be subject to review and revision In case of
<br />a Building Code change that may affect its limitations and conditions I
<br />5-MJAUATEM
<br />1101111 T'0
<br />Installation shall be performed strictly in accordance with details indicated on
<br />WATU
<br />2. EVIDENCE SUBMITTED:
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />D�J TILTECO ADMON RECORDS � P. E. REPORT.20 � G 1-08AI, PROTECTION P ROD LC TS, LLC � 20 GAGE
<br />2.1. PRODUCT EVALUATIONLOOCUMF,NJ_(P.E.D.l.
<br />(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as
<br />GAI-VANIZ0 STEEL sFORM PANEU DRM * M176 � REPORT # 20-0728,D1
<br />-
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANE121,
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />sheets I thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />(P.E.D.), drawing No. 20-176.
<br />Tillit, Jr., P. E.; dated 07/2812020. This drawing Is an integral part oi� TIS
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<br />Evaluation Report. � %Ptolil
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<br />6355 NX 36th Street, Suite 305, Miami, Florida 13166 - Phone: (303) 871-1530 - � 4' 4041
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<br />GENW& NOTES- 6 3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOU140 ON THC
<br />I
<br />ON IQ FOR 2Q COFONG WALL ANCHORS SHALL BE LONC ENCOGII TO 4LACH THE MA. STRUCTURE 81341NO SUCH PANELS.
<br />, STORM PANEL SHOWN ON INIS PRODUCT EVALUATION DOCUMENT (Pr,O.) HAS BEEN VER,ln FOR COMPIJANCIE IN MCNORACE SHALL RE AS MENTIONED IN 84') AND IN S2).
<br />ACCORDANCE WITH THE 2020 (71A EDITION) OF THE FLORIDA BUILDING. COX, tc) P-EWOU k,
<br />i IV, C�
<br />ON LOC
<br />DESIGN WIND LOADS SMALL BE DETERMINED A$ PER SECTION 4620 OF THE MOVE MEMTKINNED Coor, ,� ,INC
<br />FOR A WIND SPEED AS RMPREO By T141 4URISDICTION WHERE THESE SHUTTERS WILL or INSTALLED AND - #14-10 PANIELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, 01S MANUFACTURED OT EJOC CONSTRUCTION PRODUCTS
<br />FOR A DIREMONALITY FACTOR KOI-0.8.1. USINC ASCE 7-16 AND SHAILL NOT EXCEED THE MAXIMUM (A.$c,) - 1/4-# LAS WTREWS PER N D.S.
<br />DESIGN PRESSURE RAITNOS INDICATED ON SHEETS 7 THRU 12, It, 15, 18, 70 & 2D, - 7/16'4 - 5/6' WOOD 6USHRIC� AS OtS7141SLITCD 13Y AU. POINT SCREW, SOLT & 141XWrY Co.
<br />IN ORDER TO VERITY TPE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 r 1) MINIMUM THREADED PENETRATION WIC WOOD Of 7AP`CON ANCHORS SHALL W 1 1/2- AND 2- FOR RCO PANOLMATE PLUS
<br />SHALL BE FIRST REPLICED ID A,SD OESIGN MOND LEADS BY MULTIPLY010 THEM BY 0,15 IN ORDER To
<br />AND PANELIMLE FEMALE to.
<br />COMPARE THESE W/ WX, IASD) DESION PRESSURE PATAIGS INDICATED ON SHEETS I TUTU 17, 14, 15, t6, ISO & 20
<br />10 ORDER, TO V�_FIFY TRAT ANCHORS ON THIS PLO AS TESTED WERE NOT UORP STRESSED. A ,13% 44CRME Al ALLOW t2) MONNUM TFIREAVED PENETRATION or L64 SCREW. INTO THE WOOD FRAME UNR SHALL BE 1 1/2-. NO THREADED
<br />ABLE PDsZrRATNtN INTO STUCCO SHAu. at CONSIDERED AS PART OF 114E AMIRIED THREADED PENETRATION
<br />STRIES5 FOR WIND LOADS WAS HM USED ON THEIR ANALYSIS. IIASTENERS SPACINCt TO WOW OAS BEEN DETERMINED ON
<br />ACCORDANCE WITH H.11S 201& C �) MINIM1,14 FORT DISTANCE OF LAG SCREW$, INTO WOOD SHAI BE AS INDICATED IN ,THIS ORMIANO
<br />STORM PMEL'S ADEGUACY FOR IMPACT AND WIND RESISTANCE W,S BEEN VERTAW IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ANDIS MENTIONED CODE AS PER HURRICANE ENGINEERINC A TESTIHO INC. REPORTS 96-569. SEV-570 fil 96-T30 AND C-4) MINIMUM PENETRATION Of WOOD BUSHING SHALL BE 5/EI' 1/4* 0-20 SMINS USED SHALL BE i i/2- LONC MINIMUM
<br />FENESTRATION TESTM LAB WC., 00"TS 12032 & 02126 , AS PROTOCOLS TAS-201, TAS-2112 AND TAS-203 SHUL,O STO'CO C*ST� A90 I' MINIMUM FOR WALL$ WITH NO STUCCO -
<br />AS WELL AS AMERICAN JEST LAB Or SOUTH FLORIDA REPORT 002 7 9.07-09, AS PER LAS 201, US 207 AND
<br />TAS 202- STANDARDS. C- 5) 44 CASE THAT PRECAST STDNE� OR PRECAST CONCRETE PANELS, STUCCO DR WOOD BOARDS BE FOUND ON THE EMSTINC,
<br />2 ALL AkUM3NUM EXTRUSIONS To BE 6061-T6 ALLOY AND TEMPER. (UNLESS OTHERvOISE NOTED) SEE SHEET 2 WALL, AHC*ORS SHALL BE LONC ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS
<br />ANCtiORAGE SIALL BE AS MENO ONED IN C_ 1) C 2) 69 C t)
<br />I ALL ALUMINUM SHM METAL USED A' CLOSURES SHALL HAVE 3105-H14 &LOY. (0) ANCHORS SHALL BE WISTAUED FOLLaWINC ALL OF THE RECOMMOIDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MAXI)FACTLIRER�
<br />4 ALL SIM SHEET METAL PANELS SHALL HAVE SUCTURAL QUALITY STEEL ASM A-653 DRABS 50 MINIMUM. D-60
<br />GALVANIZED STEEL CESIONATION W/FY- $65 ,PII (AFTER ROLLED). 8 PANELS WAY ALSO BE NSTAI"D HORIZONTALLY fOLLOWONG INSTALLATION DETAILS SHOWN ON SECION 3 THROuGH 10 (SHEETS 4
<br />THROUGH 6) EXCEPT �,t KEAoCm(M&Q SHALL NOT BE USED
<br />5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 3113 AISI SEROE_� OR CORROSION RESISTANT COAM CARBON STEEL AS PER
<br />UN 50018 W/ 54 kll MUD STRENGTH AND 90 III, TENSILE STRENGTH & SHALI COMPLY W/ FLORIDA UUILDOING CODE 9 It SHALL BE THE RESPONSIBILITY OF DOE COHIRACIOA 10 VERITY THE SOUNDNESS OF THE: STIALY,TURE WHERE SHUT" IS TO BE
<br />110
<br />SECIPON, 2-!IA.3A ATTACHED TO tNSILRE PROPER ANCkORArr_ THIS SHUTTER SHALL MY BE ATTACHED COROCRETE, BLOCK OR WOOD FRAME
<br />OUILD.GS.
<br />6 BOLTS TO IN ASUA A-307 O&VANIZED STEEL, OR AISI 30* SERIES STAINLESS STEEL- WITH X ki, MINIMUM YIELD
<br />SIREW.I. to. Z" 0-9GOLAR' STORM PANEL 1,01b LENGTHS OVER W-8 THROUGH IT-+% 4 PER SECTIONS 0, a. 9 & 10 ANC ALTERMTNES EW,
<br />� ANCI KIRS TO WALL SHAII BE AS MlLiOOIS' SW 4: I OW ON SHMS 7, 6 & 12 RESPECTWELY, SHAA HANIE A LEGIBLE 40 RCADNILY VISIBLE MARKING ONSTRUK�`DNG OWNER OR
<br />TENAN" TO SECURE RMILLS W44 APPI14CABLt REINFORCEMENT DUFWNU PERIODS OF HURRICANE WARNINO
<br />(A) JQJQV%1W_RQ1AT__QMMr, It IRE INSTALLATION CCNTFACTOOR IS to SEAL/CAULK ALL SHUMeft COMPONENT EOSES WHOCH REMMN IN CONTINUOUS CONTACT Wit,
<br />-, 1/4'0 TAPCON ANCHORS AS MANUF ACTURED 0� I r W BVILDEX. INC IRE,, I' -al 92 c.S.) THE BQIL044T TO PRIVQNOT WRIOI/Rkti INTRUSION.
<br />- /4' 0 . lit' tkg-04 ANCHORS, AS WANI)FACTUREV BY QOWALT ONC. (Nten� I't-30W JL-)
<br />- 1/4'0 ll 3/4* SQUO-SV AW-04CORS, AS DISTRIBUTED By ALL POINT SCREW, EDO A, SPECLA4,1Y CO, 12 STORM PANEL ;NSTALLAI)ON SMALL COMPLY WMI SPECS INDICATED TOO THIS DRAWING PLUS ANY SWILDINC ADD ZONINC RE(AAAMNS
<br />INA, ('C�3000 ROO,L) PROVIDED BY THE ,WRISOCRON WHERE FTAWIT 15 APPLIED TO
<br />- 014-10 FAROMPTE FEMALE 9) III PANFIMASE PLUS ANCNOM AS MANUFACTURED 13Y ELCQ CONSTRUCTION PRODUCTS
<br />I 5 (0) THIS PRODUM VALUATION DOCUMENT (PE D�) PRE�AFIED 81 THIS ENGINEER IS OENCRIC AND DOES NOT PR"OL INFORMATION
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<br />- If4*0 Cr TAP-CR40 ANCHIDIM AS MANUFACTURED By 1ROU-IIAST CORPORATION (I't-U00 p&i) FOR A SIM SPITC4FIC PROJECT, I .. WHERE THE SITE CONDITIONS DEWTEE FROM TRE P CD
<br />(I,) CONTRACTOR To BE FROSPONSJOLIE FOR THE Y.LECTION. PURCHASE AND ittSIAIIATION 04CLMMG LIFE SAFM Or THIS PRODUCT
<br />&I) MINIMUM -�USETMENI Or TAPtCON Mh��MRS INTO POURED CONCRETE SlikL BE 1 3/*"� 2' FOR PANEIMAIE IEMALE aA5JED ON THIS PED. PAWDED HE�/SITE DOES NO1 DEVIATE MCOM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />10 AND PANIEVATEE PLUS AND I 1/4- MR CF TAP -MP ANC40FS, CONSTRLCRON SW.7Y A' SITE IS THE CONTRACTOR'S RESPONSIBILITY
<br />A2) CALX-IN A, SOUID-SO ANCHORS SHALL HE EMBEDDED 7/8* INTO THE POURED CONCRETE NO CMSEOAENI INTO (e) -114G PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAIM IF MOORIED,
<br />STUCCO SHALL BE PERMITTED 1/4' 20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EYJST�
<br />HD I' MAINIUM FOR WAU.S WITH NO STUCCO. AND MAY BE HEADED SMM OR A�l THREADED SCREITS W/o 14W to) SITE SPECPTC PRQ,F-CTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH wlws Nuts ENOINEER OF RECORD (E.0,P) FOR THE PROJECT AND WHO WILL M RESPONE49LE FOR THE
<br />PROPER USE 0; THE RE M ENGINEER OF RECORD, ACTING AS A OELEWED ENO.W01 To W_
<br />A 3! IN CASE `IAA� PRECAST 5TONF PRECAST CONCRETE PANELS. PAVM STUCCO OR WOW BOARDS BE FOUND OH TILT P.Ec ENCINEER, SHALI SUBMIT TO THIS LATTER THE SITE SPECIFIC MOAr,15 FOR REVIEW
<br />EXIVIN5 WALL 09 FLOOR- A.WkOkS SHALL BE LONG tNOUDH TO REACH THE MAIN STRUCTURE B&IND SUCH
<br />PAO AICAORAGE SHALL BE AS MENTIONED IN A,I) AND IN A2). te) THIS P,70. SHALL BEAR IRE DATE AND ORKiNAL SEPL AND S,CNATUEE OF ONE PROFFESWOUIL
<br />EN41REER tV RECORD tW PREPARED IT
<br />(8) TO QUHNII OUNCREa &CQL_WA1_OISQ1_9�M
<br />- 0 TAPOON ANCHORS J45 MANU ACIURED 9� J. T W ak)ILM, INC It S�UTTTR MANUFACTURM'S LABEL SHAU BE LOCATED ON A READILY 'ASWE LOCATION AT STORM
<br />, F
<br />�/4 PANEL SHUTTER 64 ACCORDANCE VAT14 SECTION 1709.9.3 OF FLORIDA BUILDING CODE- ONE LABEL
<br />- /4 . � 7/67 CALY.-W ANCHORS. AS UJINUrAMFIED BY DEWALT fftt� (ANN, f*1500 p�a,� SHALL BE PLACED FOR EVERY OPENONG� LABELING TO COUPI_`O WITH SECTION t?09.92 OF THE
<br />- 114*0 X 3/4" SCUD�-SEI ANCHORS AS OL-IR18UM BY ALL POINT SCREW4 SOL! * SPECIALTY CID FLORIDA aUR-00,14 CODE,
<br />(MIN f'-I= c.j)
<br />- #14-0 AOkNEI.MA,TF FEMALE 10 AND PANLIUATE PLUS ANOOOKS, AS MANUFACTURED EY CLOCC, CONSI,,OUCTION 1 TRES, OPA"a SNAU ONLY BE USED TO I
<br />I ,.PERONTS IN THE HA 01 FLORIDA I
<br />o"auCI% (MIN rzwi p,.-,) �%%Ij DIUMNip,4, ,1_
<br />- 114� 4 CF T-Ar-C." ANCHORS, AS MANUFACTURED BY IRU-FAST CORPORATION , 11</ ��
<br />�
<br />., 1-1,
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<br />-C .0NN .. 1.1, FLORIDA BUILDING CODE (14�ah Votoelty It- no Zone)
<br />BA WIRMIM EMBEDMENT, OF TAPCONO AhC"OR% ELM PANELMATES AND Cr TAP 4W ANCHOR, INTO 114f C4 , I ____1 I _11__.__11 _11101.
<br />OL.TCY UNIT SHALL RE 4 I/e, I - __ - l`=0 "TICc IK 20 GAGE IIALY
<br />f .' -,- lt
<br />No. 4 157 . r.
<br />9,2) 0"-fh & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO I.1 CONCRETE BLOCIN UNIT. NO EM t a —
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<br />INTO 5TCOC-,0 5RIALJ_ BE PERMITTED 1/4* 20 SCREOW1 USED SHALL 13E 1, 1/2- WhIC MINIMUM SHCUt3 QCCO ON PRODUCTS, U.C. ""'
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<br />FOIST, AND I � MINIMUM FOR WALLS WITH NO STUCCO S-0 , <Z� �_�__ \ GLOBAL PROTECT! we
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<br />SHEETS 9 INIRDURH 0) -1-1
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<br />SEGIIION I Alil -4
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<br />SCALE 3/8-i' W�/,& CPU 3/9-1* W `W/-,
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<br />CONCRETE , ,-:, 3/4-1- " ', * : i - 44167 t I P"M ItTEM WK. ,.P�
<br />REDUARED. � ____1:_O__ ___ __ f : * , ZD GAGE GALVANIZED STEEL STORM PANEL
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<br />TILLIT' TESTING & ENGINEERING COMPANY
<br />i�� di il Ti_ Ui -1 T, - _J P-L, P.- E', - ______ filreoo@aol.coun
<br />PROODUCT EVALUATIQN REPORT tL,FT 7.7 Lk -No 4467
<br />C.�. L-C No. -�,)OSOJ 9
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SIUB-CATEGORY- Storm Panels
<br />PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection I?M4qg1_"
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Waiter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />61620-3, Method 1 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 ofthe
<br />Florida Building Code, and to verity that the product Is forthe 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. EVIDENCE SUBMITTED:
<br />2-1. PRODUCT EVALUATION DOCUMENT IP.E.Mb,
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by Tifteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,,, dated 0712712020. This drawing is an inte 11C * 1� 14P I s
<br />,
<br />Evaluation Report. R111- �M �o "I',
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<br />COMPONENTS FOR REGULAR & LIFE MFEIY STORM PANEL�
<br />(SCALE 1/2- I-)
<br />___.____________ _ __ .______.lc,J9r (TOTILL AlOTH) - -- - - - -- -,.--------- - ----- . ...... _ IS_UW (TOTAL WIDTH)- - - - - _,____--___
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<br />_*! - - - - --- - ---
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<br />I
<br />, NICKEL . &BOTTOM �-; " -STATE BF f oefto TO=, M
<br />'063",_1 " , .-
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<br />I . .1.. 11 I . _� J . ,i2b- t � 'So IMING NUT OF RANOL lv$% 't, 20 GAGE GALVANIZED STEEL STORM PANEL F
<br />- _ , "" ---I - ISM" tol TO, -' DRANOR &I'
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<br />!� 4�, GLOBAL PROTECMON PRODUCTS, LIC. *`1*,/T,'m
<br />*-;,; �--:�-- _-, .1,00 S.W, 51 STREET
<br />14ILN * , �'
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<br />ALTORNAT&JELY. LIVE WING NOT JOICUT ==..rA BAW_ 11- NOAH, 20- 176
<br />,I PAWhE ")M-7545. FAI, (M)MOR-870
<br />ALUMINUM ANGLE MONOLITHIC IMI W/ AODIMAc. !� �/ I OO-DaX_-_PW__,_
<br />. 7/rft3/412* IMSHER (STAINLESS - CA-00,357 IQ ]E�-�� ME - . 1 V-P* 1 - IMAWWO MOO,
<br />STEEL OR NICKEL PLATED STEEL). RE SEA,-1eOHcU*C/DA`E WALM A� TILUT JI,1 F.E. I __ -_ - - -
<br />I my-w- J - - , - I I I - - ,,OWEE, 2 . is
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<br />INSTALLATION DETAIL$ FQR REGULAR PANELS(_1) & U M =M WAIWS Em IWA=QN IN mm
<br />INTO EXISTING PQURED CO , NQRETE Bleotk muQuaEa Mem am QR Wpm
<br />� Q"`N OR PAWELMATE MAQX 94 0010RETE AMOHM :�� VAUD FOR KUA,JJFE WETY AND E-Z K" MM MUJ�M
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<br />PROIDUCLIGVAL -24-172M 2
<br />22_U.SJ_8E?QBM-
<br />Large missile impact load tests were performed under SSTD 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 byAmerlcan Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03/1 1 fO2 witnessed by William
<br />R. Mehner, P.E_ Boriz Moroz, P,E, and Henry Hattem, P,E, and Report No.
<br />0219.01-09, dated February 25, 2000, signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 IS, 203 as per section 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 by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198byQC Metallurgical, Inc., dated March!3,2009,
<br />signed and sealed by Frank Grate, P.Et as perASTM E-B and Tensile Test as
<br />per CIC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed
<br />and sealed byJerry Jacictfano, P.E. as perASTM E-8.
<br />TPUCTURAL ENGINEERIN L �
<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 Tilteco,
<br />Inc., dated 1211 811 0 and 08/27/18 (for this revision), signed and sealed by Waiter
<br />AL TIllit, Jr., P.E.
<br />3. MIANLE IMPACT RESIMAN
<br />,
<br />L-arge missile Impact undersaction 1�09,1,2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 2014
<br />4. WIND LOADS RESI[STANCE:
<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, 1 1,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-176,
<br />Maxinturn 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 Pariel has Won vertfitid for code compliance to
<br />work as a non -porous storm shuhar assembly, as per SSTD 12-99 Standard.
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<br />5, NSTALLA-TION:
<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. 20-17S- Minimum separation to glass shall be as indicated on
<br />sheets 3, 6,13, 14, 15, 16 and I 8 of I 8, of Product Evaluation Document
<br />(P.E.D-), drawing No. 20-175.
<br />k.-MATEERIAL GRARACTERISINt.5 AND SPECIFICATIONS;
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D.), drawing No,
<br />20-175.
<br />Anchbr specifications shall be as Indicated on sheet I of 18, of Product
<br />Evaluation Document (P.E,D.), drawing No. 20-175.
<br />LIM9A—TION
<br />7.1. Shall be strictly in compliance with General Notes 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 T11teco, 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 cn 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 WalterA. Tillit, Jr., P,E, (Florida License
<br />No. 441M, President of Tifteco, Inc. (Florida CA-0000719).
<br />-7�� ��_ *
<br />WATILL � /1 -v', -
<br />D'O TILTECO ACOMON RECORPS J P. E. REPORT.20 � GLQ(aAL PRO F
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<br />DETAIL$ FOR REQULAR PANELsL'1,,
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<br />BLOCK. -SIRMURES
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