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<br />P'RODUCTEVA� AATIONRPO LN0.20,0720,61 2
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<br />n)CT EY E.IjA1WAJEP()H•r No.2DdM= 3
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<br />T1lLIT TESTING B ENIdINE@AINO COMPIANY
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<br />T T:
<br />�-�8- REPOR S
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />1 R
<br />B !+Ii4T.�R e.U.�HAa„eGTERiSTIG$ ANp �tPECIFIC , TIONS:
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />TILLrr Tesrinlo a entolNeeatlwG ooNlw►n1Y
<br />. ----- ------
<br />WAT TRR A. TILLIT )R., P E filteco@aol.com . l.cnm
<br />ML P.tl, Llm�w .NO 44147
<br />201, 203 as par section 162t3 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 2t3, of Product Evaluation Document (P.E.D.), drawing
<br />WALTFAA. nLL1T, M, P.E. tlll0oo(�Iwl.Com
<br />P1i,9DUC'�: EVALUATION REPORT PI•P•r I,Lwr.No Mta'
<br />rL EA L ,P-Hw. RT19
<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 />+LEA. LWANNo, 0"],I°
<br />Testing, Inc„ Reports # 96-569 dated 08109/1996, #96-570 dated 09/1811996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176,
<br />PRODUGT EVALUATION REPORT
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and
<br />REPORT NO.: 20-0727.02
<br /># 2126 dated 10/06/1908 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7..UM ITATIOUS AND CONDITIONS Oj _M-
<br />DATE: July 27, 2020
<br />REPORT NO.: 28.0728.01
<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 No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: shutters
<br />DATE: July 28, 2020
<br />y QMetallurgical,Inc..on
<br />Tensile teal report No. 9CM-197 by Idated March 13, ZOOS,
<br />sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT CATEGORY: Shums
<br />signed and sealed by Frank Grate. P.E.
<br />prepared by Tiltaco, Inc. and signed and sealed by Welter A. T1111, Jr„ P.E.
<br />PRODUCT SUB -CATEGORY: Stone Panels
<br />2.3. RUCTURAL ENGINEERING CALCULA33ONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind bad, as well as maximum anchor spacing vs. design wind bad and panel
<br />defined on section 1620.2 of the Florida Building Code.
<br />MANUFACTURER
<br />length based on rational and comparative analysis, and in accordance with
<br />7.3, Product shall only be Installed Into poured concrete, concrete block, and
<br />MANUFACTURER.• 91oE1P .
<br />4800 S.W. 51 Street
<br />4500 S.W. 51 Street
<br />section 161 a of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11/03/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />wood frame sbucturea.
<br />Davis, Florida 33314
<br />Davis, Flarids33314
<br />1. PURPOSE OF EVALUATION;
<br />L MISSILE IMPACT RESISTANCE•
<br />Product Evaluation Report prepared by Waiter A. Tlilit, Jr.. P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. T1111% Jr., P.E. (System
<br />Large misello Impact under section 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, inc. (Florida CA-0008719),
<br />This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />111#11 ,,
<br />10 4 19 6 l
<br />ID # 1908) to the Global Protection Products, LLC, Rule Chapter No.
<br />81020.3, Method 1 D of the Florida Department of Business sod
<br />�VVIND LOADS RRRRR�$I
<br />+++++I"
<br />�F??!: T?<C�T
<br />Method 1 D the Florida Department of Business and
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
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<br />t To— CEN 4/
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<br />Professional Regulation.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />16, 19. 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No.
<br />-
<br />, '� 44167 .'
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />been verified 9r compliance to accordance with
<br />h the 2020 Seventh EdRion of the
<br />Florida Building Code, arc! to verify that the Product is for the purpose Intended
<br />20-178. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />1, _
<br />14 S'� , >* i *
<br />r
<br />been verMed 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 lealsl equivalent to that required by the Cade.
<br />14, 15, 1 T, 18, 19H 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />STATE OF tr
<br />at least equivalent to that required by the Code.
<br />drawing No. 20.176.
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<br />; r tJlr ., 10R1p .:
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />5. INSTALLATION:
<br />N�0NA1,>!N"
<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 />a Building Code change that may effect its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMIT[Eb-
<br />2.1. PRODUCT EVALUATiON
<br />sheets 3 thru 7,10 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 />TCL
<br />p 1lTI T ECO ADMON RECORDS l P. I. REPORT.20 1 GLOBAL PROTECTION PRODUCTS, LLC +20 OAOE
<br />"YANOW STEEL STORM PANR+ ORWO R 20•1 rS 1 REPORT 02D-Or&OT
<br />2. EVIDENCE SUBMITTED:
<br />, -UMEI4T_(P.E.D.1:
<br />Drawing No. 20-176, tilled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8, 14, 16, 25 and 26 of 28, of Product Evaluation Document
<br />Xy, PRODUCT EVALUATION DOCUMEN7"(P UQ,
<br />sheets 1 thru 26 of 26 prepared by 7ilteco, Inc.; signed and sealed by Wafter A.
<br />(P.E.D.), drawing No. 20-176.
<br />Drawing No, 20-178, titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />Tlllit, Jr., P,E.; dated 07/28f2020. This drawing Is an integral part 04111411,
<br />Evaluation Report.
<br />w,Ll) Iu1NNpp
<br />.M�,cP �. 711E/j✓
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Waiter A.
<br />Tlllit, Jr., P.E,; dated 07/27/2020. This drawing is an into +�( I ! Is
<br />01',-&R A 7�
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<br />� ' ��GEN
<br />Evaluation Report. ,P,% .� 1, N
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<br />,f l ro STAGTEOF `
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<br />i ., STATE OF.
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<br />OTlr
<br />? F RIOP .- kid
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida'1316)6 - Phone: (305) $71-1530��f> ,06,tlf �\i991
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<br />yp"h S� QWA� N�`N���
<br />fir' .•' �
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871 l ��Ojtq(3�U\ -1531
<br />I01,NNUt'
<br />!A!)I/IIIIIH1t1t1
<br />gENatAL .
<br />0alo-a-me" IL7m sORu IIIan
<br />STOW PANEL SHOWN ON THIS PRODUCT rALI ATDN DOCUMEM I,PE'.0) HAS BEEN VVIOTO rOR COMPLO14T IN
<br />ACCORD"( WITH THE ?020 Oth EDITION) OF TILE FLORIDA BUILDN4 CODE
<br />DESIGN WAND LOADS SR1t1 BE OETERMWD AS PER SECTION I520 OF THE A1104 MENTIONED CODE.
<br />EON A WAND SPEED AS RD"" BY THE JUR/SOICIM WHRE ETHESE SHUTTERS WILI BE INSTALLED AND
<br />FOR
<br />i OMfC IONALITr c ACtOR Ka-o.es. t51A4 ASCE 7-1E AND GNUL NT fJREO IMF MAXnuM (A D )
<br />DESIGN NT[SSIXK RAtNGi XDICA TSHEETS TtR12. t. 15, 16, TO a 70.
<br />IN ORDER TO MILE. THE ABOVE CONDITION, LLTIWrE DESIGN WIND LOADS OETERMTNM Pip ASCE 7-I0
<br />SHALL BE P RW REDUGC° TO ALSO. DESIGN WINO LOADS BY MULN-LYPrri INN BY 06 IN ORDER 70
<br />COMPARE 0111E W/ YAX (AS.D) DESIGN PACS%ME RATIOS INDICATED ON SHEETS 7 THRU 17, I., Is. to, 19 a 70
<br />IN TAIDER TO VERIFY TNT ANCHORS 13N THIS PC D AS TESTED WERE NOT LMN STRESSED, A 13X INCREASE AN ALLOWABLE
<br />STRESS Too we LIMOS WAS WL USED N THEIR ANALYSIS. FAMKERS sMC°4 TO wow HAS BEEN OCTERMINED IN
<br />ACCORDANCE WITH N . . 2018.
<br />STORM PAWL'S NXOUALY FOR IMPACT AND WIND RESISTANCE RAS BEEN VERIFIED M ACCORDMCE MtH SECTION 1626 OF
<br />THE ACIDIC MENTIONED COW AS PER HUMICA' W ENGINEERING OrTESTRIO INC REPORTS 96-661. 96-570 B 96-T3° AND
<br />FEHEs1RAPDk NESTING LAR IC., REPORTS 02032 a 0212E , AS PROTOCOLS IAs-�201. TAS-202 AND TAS-703.
<br />AS WELL AS AWDOCAA TEST LAB OF SOUTH FLORIDA REPORT 00219.01-09, AS PER TAS 201. TAS 202 AND
<br />TAS 203 STANDARDS.
<br />I ALL ALUMINUM EXTRUSIONS TO BE 0093-16 ALLOY AND TEMPEt (UNLESS OTHERWISE NOTED). SEE SHEET 2
<br />3 ALL ALUMINUM SHM METAL USED At CLOSURES !WALL HAVE 3105-H14 ALLOY.
<br />A ALL STEEL SHEET WIM PANELS 5HW.L HAVE SMACrURAL OU AU Y $TEEN, ASTM M653 CRACK 30 YHIMUM, 0-60
<br />GALVANIZED S1Fi DESIONARON W//Y- 56.3 I.I (AFTER ROLLED).
<br />5 AL SCREWS TO BE STAINLESS SrEa 3G4 OR J I O AM SERIES OR CORROSION RESISTAW COATED CARBON STEEL AS PER
<br />TAN 50018 W/ 50 4, YCLO STRFNGTM MID 90 Mu TENSILE STRENRH A SHALL COMPLY W/ ROnDA OMDRK CODE
<br />SECTION 2.IT,,.3.4
<br />B. BOLTS TO BE ASTM A-307 CALVANIEM STEEL. OR NISI 304 %'Ad.% SIAMLESS STEEL, M% J6 1-i MINIMUM YIELD
<br />SIRENO7N
<br />7 AFCHORS TO WALL SHAD RE AS FOLLOWS
<br />(A) SD..LL1S1)NG..EQW=.XQW. t7E
<br />1/4'0 TAPCON ANCHORS AS MWUFACTURM Wr IT.W MADti, INC. (MN, I'T.+3192 Pa.)
<br />'14' R . '7/B' CALK-N ANCHORS, AS MANUACIURED BY CCMALT NC- (MIN rr Y= Pr.,)
<br />- 1/4•. , )/4' SOUO--SE7 ANCHORS. AS °ISTRISVI'M BY µa PONT SCREW, BOLT 6 SPECIALTY Co
<br />(urn I'P-= P...I.)
<br />- /14_10 PINELMATE IEMALE I1 A PAWIMAtE PLUS ANCHORS, AC MANUFACTURED IfY ELCO CONSTRUCTION PRODUCTS.
<br />(YIN r,""So P.A.-.)
<br />1/4•. CF TAP -GRIP ANCHORS. AS WNIJ(ACIURED BY 1Ru-CAST CORPORATION (1'.,.3600 P.N)
<br />A1) MINIMUM EMBEUMENI OF TAFNN ANC4005 INTO POUREE, CONCRETE SIIALL BE 1 3/4' 2• tOR PANELWTE FEWE
<br />D AMC PAWbMTE PLUS A90 1 1/4- FTR CF TAP- GRIP ANCORS
<br />A2) CALK -IN a SOLID-5CT ANCHORS NULL WE DWVMO 7/8- INTO tHC POURED CONCRETE ND EMIOCU MI WIG
<br />SMCGO SHALL BE PEIIMITTED, 1/4- .-20 SCREW:. USED SHALL BE 1 1/2- LONC MINIMUM SIOULD STUCCO EXIST,
<br />W I' MINIMUM FOR WAYS WITH W TIUC'CU. AND MAY RE HEADED SCIRFM CIE ALL THREADED SCREYF9 W/O HULLO.
<br />am WITH •MUG NU78.
<br />A3: N CAST THAT PRECAST STONE, PRECAST TANGRETE PANELS. PAVERS, STUCCO OR W000 BOARDS K FOUND ON THE
<br />EIUSTNC WALL OR FLOOR. ANCHORS SHAL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BD49D SUCH
<br />PANELS ANCHORAGE ORAGE SOIL RE AS MENTIONED IN A 1) AND N A 2).
<br />(a) TD E._ A�.!IHC CQtlriYS B.EmL.a&I ADL-C.:"
<br />- 1/4' 11APC'ON ANf:NOR$ AS MANUFACTURED LN 1 1 W BULDEX• INC
<br />- I/4• .. 7/B- CAUr-N ANCHORS. AS MANLRACTLIRE' BY DEWAO ,INC. C (ITI'—1500 P.., )
<br />- t/A-. X 3/4• SUUO-SET ACIIOWS, AS 061ROUTM BY ALL POINT SCREW, BOLT a SPECIALTY CO.
<br />(MIN. I_IaDO P.I.)
<br />- 01/-I0 PANFLAATE FEMMA D AND PANELW/T PLUS ANCHORS. AS MANUFACTURED By ELCO CONSPAK:T"
<br />PRODUCTS (MIN ra-2071 P.I) i
<br />T/4' . CF TAP -CRP ANCHORS, AS MANUFACTURED Of TRU-TAST CORPORATION
<br />81) MINIMUM EMBCOMCNT OF TAPCON ANCHORS, ELCD PANFLMMTS AND CF rAP-GRIP ANCHOR. INTO TIC
<br />BLOCK UNIT SHALL.A 1 0/4' :•
<br />0,2) Cµ4-IN AT SOUD-SEI ANCHORS SHALL BE EMBEDDED T/a' INTO THE CONCRETE BLOCK UNIT. No N
<br />INTO STUCCO St1ALL BL HA PERWnED I/4' •-20 SCREWS USED SHALL BE 1 1/2- URNG MINIMUM SHOO Co
<br />EXIST, AND I' Milk" FOR WAU.S WITH 40 STUCCO •Q-. I
<br />0 3) IN CASE THAT PRECAST STONE. ON PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS K FOUND ON THE
<br />EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH NHL MAIN STRUCTURE "NO SUCH PANELS
<br />ANCHORAGE SHALL BE AS MENTIONED IN $.I) AND IN 11.2).
<br />(C) )0 EXIIrNC WS1g0_ tWL4ffS1X..W1&M_« _- Ogg MN.
<br />I/4-0 TAPCON ANCHORS, AS MANUFACTURED BY OW BUBDEX, INc'
<br />,4-t 0 PANELMAIE FER NI W AND PAN[EWTT PLUS AS AIIWU' N � ANI:IHORS. AC1UR[O IFr EI.CO CONSTRUCTION PRODIA'TS
<br />- T/4'. uG SLTI[WS PER N.0.5.
<br />- 7/To'I - 5/8• WOOD BUSH". AS DISITIOUTED BY ALL POINT SCREW, BOLT a SPECIALTY to
<br />C 1) MINIMUM THREADED PENETRATION INTO W00o O 7APCON ANCHORS SHALL BE I I/7' Aft 7- F-OR FLCO PANELMATE PLATS
<br />AMC PANEIWLE PENNA Q
<br />C.2) MNNAUM THREADED PENETRATION O IAC SCWWI, INTO THE WOOD FRNIE LIANT SHALL BE 1 1/2, NO rH*EA=
<br />PENETRATION WID STUCCO SAµ: BF CONSIDERED AS PART OF THE REQUIRED r4READED PENEr PON
<br />C 3) MINIMUM EDGE DISTANCE OF LAIC SCREWS. INTO WOOD SHALL BE AS NOCAMI) IN THIS DRAWING
<br />C 4) MMMJM PENETRATION OF WOOD RUSHING SHALL BE 5/8• 1/4' 0-20 SCREWS USED SHALL RE 1 1/2- LONG MINIMUM
<br />SHOULD STUCCO EXIST. AND 1' M0dMLRA TOP WALLS WRIT No S'1UCC0
<br />C 5) M CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS °r. FOUND ON THE CXISPNC
<br />WALL, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN SIM97URE BEHIND SUCH PANELS
<br />ANCHORAGE SHOW. BE AS MEN *Wr IN C 1). Cl) A C 4)
<br />(0) ANCHORS SHALL BE thSTAL1ID FOLL01111NG ALL OF rHE RECAMMFNOATONS AND SPEC6IGATLONS OTHE ANCAOR'S MANUFACTURER
<br />a PAWLS MAY L30 BE INSTALLED HORA:LNTALT I ouoWING UDALAArIOh DETAILS 5110WH ON 5[ tIO0 7MRd; 10 c 3 GM SHEETS
<br />(
<br />THROUGH 6) IXCEvr THAT HIEADERa Q: a ® SHALL NOT BE USED
<br />9 a SHALL OIL THE RESPOk9MUIY OF THE CONTRACTOR 10 VparY THE SOUNDNESS OF Tr$ SMUCRAWE W/RRE SNUREI LS To BE
<br />ATTACHED TO INSURE PROPER ANCHORAGE. THIS SM4M SHALL ORY OF ATTACHED TO COKREIE. BLOCK OR WOOD FIMME
<br />tRALDANGS.
<br />10. EACH RECULM STORM PANEL MIN LENGTHS OVER V-9 THROUGH 12'-4', AS PER SECTS 6. B. 9 ! 10 AND µTERhIlTMS OW.
<br />9W W IOW ON SHEETS 5, 6 a 12 RESPECtW1Y, SHALA HAVE A LEGIBLE AND READILY N51111 MARKING INSRIUCTINO OWNER OR
<br />TENANT TO SECURE PANELS MTN APPLIC M1 WINFORCEIAET/1 CURING PDWGS or MRWICANE WARNING
<br />I, 04, INSrALIATON CONTRACTOR IS TO SEAL/;AULK µl SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTNUDUS CONTACT VAP,
<br />THE BUILDING TO PAEVENI MIND~ INTRUSIDN,
<br />12. STORM PANE. INSIALLµ N SHALL COMPLY WRIT SPECS INUICArIM IN THIS GRAINING PLUS ANY BUILDING AM IONNC REGULATIONS
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED to
<br />I (a) THIS PRODUCT CVALWITON DOCUMENT (P E D.) PREPARED BY THIS ENGINEER IS GFWJWC AND ODES NOT PROMDE NFOFI A TION
<br />TOR A SITE SPEEPIC PROJECT, ,.. WHERE TIME STYE CONUMONS OC MTE I'MM THE P.E.D
<br />(6) CONTRACTOR TO BE RESPONSIBLF rOR THE SELFCPON. PNRCtIASE AND PWALATTON INCLUDING LDT SMETY Or THIS PRODUCT
<br />84 O ON THIS PIo. PROVMD MVSHL DOES NOT OLSAATE FROM PIC CONOITTOMS DVALED ON THIS OMLPXW
<br />CONSTRUCTION SAFETY AT SITE IS THE CON RAL'FOR's AMPONSMON
<br />(F) THIS PPQOLV EVALUATION DG:UMM WAA BE CONSIDERED INVAUD IF MO@nED.
<br />(d) SITE SPE'CWIC PROJECTS SHALL HE PREPARED BY A FLORIDA REGISTERED Er GrKER OR ARCHITECT WHICH WILL BECOME W
<br />EW44EER Or RECORD (E.O.R.) FOR THE PROJECt AND WHO WILL RE RESPONSIBLE FOE THE
<br />PROPER USE OF THE ►.E 0. ENCI CER OF ACCORD. ACTING AS A OCLEGATED ENGINEER To THE
<br />P,ED ENGINEER, SHALL SUWR TO THIS LATTER THE SITE SPECIFIC CWWNOS FOR REV,EW.
<br />(a) THIS PL.O SHALL BEAR THE OAIE AND ORIOIIµ SEAL AND SIOhATWW OF THE PROFESSIONAL
<br />ENWNQR Or RECORD THAT PREPARED IT
<br />,N. 94UMN MOUFACTURM'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER N ACCORDANCE WITH ACTION T701.9.3 Or FLORA BM.DNG CODE ONE LABEL
<br />SHALL Of PLACa° rOR EVERY OPENMI IAKIIW TO COMPLY MIN SECTION I ID9.9.2 OF TE
<br />FLORIDA 91.111LOING CODE
<br />THIS DRAWING SHALL ONLY BE USED TO
<br />III$ I DOWN PERMITS INTHE STATE OF R,ORIDA
<br />.1J_ ✓ - FLORIDA BUILDING CODE (Mob V.loenY Nurrlee
<br />INSTALLATION
<br />INTO EXISTING
<br />DETAILS
<br />POURED
<br />FOR REGULAR PANELS
<br />CONCRETE OR CONCRETE
<br />A SA
<br />BLOCK STRUCTURES
<br />(31,11 ANGII04
<br />RICIRTE ANGNaf_-
<br />OOMCNVRSIDI AIKSIaa
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<br />.H[[/a • T,ATOIOAI n -..
<br />, t0..._
<br />CONCIIEf[ AIRAORS
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<br />EXifi1AC POURED
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<br />TOP B BOTTOM MOUNTNGS OW DE
<br />•11
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<br />COMBINED IN ANY WAY TO SUIT ANY
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<br />(SCALE 1/2-T7
<br />__-. . _ _... - _. _.__ .__.. _ _ 15 1W (TOTAL WIDTH)- _ .. __ - _ _. _. _ _ . _. _ - .. ___... Is 196• (TOTAL WIDTH) _ _ _ _ _,
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<br />ROUNDED CORNER 0 ENDS OF PANEL'S IIAt /--2.000' .. -_ 2 000'
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<br />END U► w` TSHE) EDGE O 'h' HEADER 0 'U' HEADER 0 mr" ANGLE IIItTN STUDIT
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<br />INSTALLATION DETAILS FOR REGULAR PANELS CI7 dt GA END CLOS NS 09M FOR 1NSAL ,ALTION IN POINE'D CMEMM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES COMCFErE 3= OR WOW
<br />Ibl/v as VALID FOR RFXIVI' AR. LIFE SAFEiY AM E I HAN(B STORILf PAHL SYSMA
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<br />-COST" Sn1000/ PT WOOD PLA7E SPACER .( SHEETS a B W) tUtE 3/1M,'
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<br />I P.T woo0 PLAIT SPACER % : I TOP B BOTTOM MOUNTINGS CAN BE
<br />REMND TRAM I COMBINED IN ANY WAY TO SUIT ANY
<br />o „: �. q{ CA1CRl7E ArAOlORS '
<br />,J I. �..u_. tECE 9CMDULE aN I INSTALEATION. �LLE
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<br />'��`� .._ DER ® 4.: tax tIAGa LPNaT1 a s'. �':'''•
<br />• YIN l,1T/1 I901II 1a .I
<br />pa taRaf I 1 2• Ian CONCRETE BLOCH :!' KIM .I HWiAWR TIN ••. 49a9e TAlaoo..1G , P.
<br />am Wall, a a A 20 GAGE GALUNIIED STEEL STORY PANEL
<br />3 M... REOUMED TatPPf MIGHT. . • No 44167 WAN r-
<br />_
<br />-_ ;
<br />SECTION X-X # ; * - + ��
<br />SOLE 3/e-,• -- - - -> IJ311AL PROTECTION PRODUCTS. I.I.C. a'/www
<br />oac
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<br />�� '• RID*, • . Y"W. ti w+.
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<br />PRODtICr A:VAI.I'ATION R13MT NO 211,4727 Di 2
<br />212E TEST REPORTS:
<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 by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03111/02 witnessed by William
<br />R. Mohner, P.E., Benz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largeespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1000.1.2 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, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 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 OKMA 318, dated December 1, 201 D signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />$,3a,STRUCTURALEINGINEERING CALGIB AT ORM
<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 1004 of the Florida Building Code. Calculations prepared by Tlitsoo,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. 11111t, Jr., P.E.
<br />3. MISSILE IMPACT 3=3TAKCE:
<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. WIND LOADS RESISTANL;
<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 streets 6, 9, 10,11, 13 thru 18
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gape 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 />V11�1111111r
<br />- f
<br />�-,- ,6ENSF :�9
<br />- '� - -• �n 4f 67
<br />and; RJORiOP .,.1�1V1
<br />1/gill I1110%1U
<br />PRnD rcT 7EVwi. )ATj()•jlj,8799RTN{2, 211•ST27.E11 3
<br />5, INSTALLATION:
<br />Installation shall be performed stricUy 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. 20-173. Minimum separation to glass shall be as indicated on
<br />sheets 3, 61 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />.VA .MATERIAL CHARACTER1831CS AND ISPECIFICATIONS:
<br />Shall be strictly in accordance with. General Notes and Components Indicated on
<br />sheet 1 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 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-178_
<br />7.
<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 TlReco, 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 Walter A. TtlIB, Jr., P.E. (Florida License
<br />No. 44167), President of Tliteco. Inc. (Florida CA-WO6719).
<br />WATILI
<br />D3 TILTRCO ADMON RECORDS 1 P, E. REF
<br />G&VANRlD STEEL STORM PANEL +DRWC#
<br />1/4, 2/4, 3/4. 4/4. S/S. 7/5.
<br />1 W/10. 2W/10, 3W/10. 4W/10, 6/5
<br />aW/tt a 7W/i1
<br />3' MO___ �W/10.
<br />.._ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS R / 9....... .._.__..,-3• WX
<br />1 MIN. FOR W000 SEE SECTIONS ON SHEETS 10 a t l t' WIN `
<br />— -..-
<br />o 0
<br />D.M.,O. 3t),®i—) I
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<br />' I I 1 � i I ! I BOLTED PANELS W/ 1/N-20.1'
<br />�(9�SEEDCT PAWLS AS I t i '�. I.S.iN.S. SOLT W/ 7 B' . 3/37'
<br />APPLICABLE) ! ! ! WINOWTS O EA
<br />I
<br />I ' (SEE SECTIONS AS AIN'L.CAaIE)
<br />I
<br />: I
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<br />D.M.,®.®• 4U.+
<br />O+©•0+® '
<br />- s LEA` I 1/4, 2/4. 3/4, 4/4, 5/5. 7/5,
<br />-I.WW 1W/10, 2W/10, 3W/10, 4W/10,
<br />510I eW/11 At 7W/11
<br />. ,. . .. . ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS S a 1... .
<br />.._._. .
<br />.. FOR WON SCE SECTIONS ON SHEETS 10 R 91
<br />M . A 4 1+ B\
<br />VN
<br />2I-
<br />(IAA. ONFfiM -t low WIMEIT
<br />r MAX
<br />` I_ MN r
<br />►6/s
<br />1/-' %to. CAP
<br />INSTALLATION
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