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<br />PRODUCT 6Y,�UATION B�T•plrl1yp. 1'0.072R.Di 2
<br />PRADIICr WVAi:itATrOLV RFJN3HT NO. 20•6T2B.01 3
<br />INc_
<br />TILLfT TESTING S ENGINEERING COMPANY
<br />22. TEST REPORTS:
<br />-0MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />WAT.TRR A- TU1T, JR,?A. Tilteco(g}so1.L•OR,
<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 />r1 PJLTJPaWA ro. MIFF
<br />201, 203 as p'B r section 1626 of the. Florida BuildingCode. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />�L A Tu sn TnOONT19
<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 # 96-589 dated 08/09/1996, #96-570 dated 09/18/1996,
<br />26, of Product Evaluation Document (REM.), drawing No. 20-178.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and
<br /># 2126 dated 10/05/1098 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7._ LIMITATIONS AND CONDITIONS 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 No. 1, 8 thru 14, indicated
<br />DATE: July28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2000,
<br />on 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 />PWDUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tifteso, Inc. and signed and sealed by Walter A. Till, Jr., P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2.3 STR_UCTURAL ENGINEERING CALCULATIONS:
<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 section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind toad and panel
<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 />4800 S.W. 51 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />wood frame structures.
<br />Davie, Flohda33314
<br />I.PURPOSEOF EVALUATIQN;
<br />3. MISSILE IMPACT RESISTANCE•
<br />Product Evaluation Report prepared by Walter A. Tilsit, Jr., P.E. (Florida License
<br />This is a Product Evaluation R
<br />Report issued by WaNer A. Tillit, Jr., P.E. (System
<br />Large missile Impact under section 1628 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Titeeo, Inc. (Florida CA-0006719).
<br />ID # 1908) to the Global Protection Products, LLC, Rule Chapter No.
<br />81 G20.3, Method 1 D of the Florida Department of Business and
<br />Professional Regulatb°'
<br />44-NND LOAM _RESISTANCE:
<br />AAAAA,E,UNHIR}RgA
<br />AA TlI
<br />20 Gaga Galvanized Steel Storm Panel has been verified to sustain wind
<br />Maximum length
<br />yy?'.•'• J,CENS�'••`,�
<br />This product is being issued an Evaluation Report as described herein, and has
<br />p � �
<br />pressures. panel shall boas indicated on sheets $, 10, 14, 15,
<br />f 8, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), dnrvving No.
<br />-
<br />0. 4416E ':
<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 (mended
<br />20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />STATE OF
<br />at least equivalent to that required by the Coda.
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176.
<br />`
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />5. INSTALLATION:
<br />'�Y,�SS10N pL ECG
<br />�ANMnn,uATAAHT
<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 />2. EVIDENCE SUBMITTED:
<br />sheets 3 thou 7, 10 thou 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />D;t T TEC¢ AnMON RECORDS 1 P. E. REPORT.20 / GLOBAL, PROTECTION PROOUCTS, LLC 120 GAGE
<br />PRODUCT pOCtE ;
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANELI ORWG# t761 REPORT 02607MO1
<br />Dra 476,EVAtided GALVANIZE
<br />Drawing Na. 20-17b, titled °20 GAGE GALVANIZED STEEL STORM PANEL',
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />{P.E.D.}, drawing No. 20-178.
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., n E.; dated 07128/2020. This drawing is an integral part 7
<br />14, Evaluation Rsport.
<br />�AAygyy IINi1fio"
<br />�`.,i��iJpA''"�
<br />A r�
<br />�(a� l
<br />rA��P
<br />No. 44167
<br />167
<br />� -
<br />_ I f % �w• STATE OF �,�
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<br />' '`10RI0P •'FAY
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<br />P'Asy�il,H'-�t
<br />�a� • FL0Rl0
<br />°'ass/ONAI.Fae
<br />ry"'rNN,rlunaaN•
<br />6353 N.W. 36th Street, Suite 305, Mlarnl, Florida 33ttiCH-1?'hLme: (305) 871-1530 -
<br />a - m - OM,m Ba) E SASE THAT PRECAST STOW, OR LONG
<br />G13r CONCRETE TO EA04 T STUCCO DR WOOD BOARDS SU H PANELS.
<br />ON THE
<br />EXISTING WALL ANCHORS SMALL E LONG ENOUGH ro PEACH THE MAN STRUCTURE BEHIND SUCH PAICLS.
<br />SfOMI PANEL SHOWN ON 71A5 PRODUCT EVALUATION DOCIAH7rt (P C.D) HAS KEN VERIFIED FOR COMPLIANCEW ANCHKDAGE SHAD. E AS MENTIONED IN8:1) AND INd2).
<br />ACCORDANCE WITH THE 2020 (7N, EDITION) or THE nDn10A &AD" CODE (C) 70 F]flSFeiC WIDDD Im SIATICIFIC GRAVITY- s - n Mti-
<br />DESIGN WOO LOWS SMALL E DETERMINED As PER SECTION 1620« THE ABOVE MENTION" CODE - 1/4•0 TAPC«I JUNCTIONS,. AS MANUFACTURED BY I I W BUIDC, INC
<br />FORA W'60 SPEED AS ItOXWM 8T THE JURISDICTION WNW THESE' SfA7FTER5 MlA � V4TAl1LT1 AND - t/h/0 PA CIALATE FEMALE 6) AND PANELMATE PLUS ANCHORS. AS MANUFACTURED Br ELCD CON5T1R1GTION PRODUCTS
<br />FOR A DoWcOCI AIRYPACI IR Kd-0.85.USRD ASCE 7-16 AM SHWL NOT EXCEED LIE W1171RN1 (ASA.) - 1/4.6 UG 5CRE71'S PER N.DS.
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRY 12. 14. 15. 16, 12 A 20, - 7/16TA a 51W WOO BUSHING. A5 OSIRIBUTED ITT ALL POINT SCREW. BOLT a SPECIALTY CO.
<br />1N DOM 70 VVWV THE ABOVE 0«ldT,«i. ULTIMATE DESIGN WIND LOADS DETERMINED PER JUICE 7-10 C,) MINIMUM T,IEADED PENETRATION INTO WOOD «ML E /E
<br />TAPCON ANCHORS 91 1/2- AND 2- FOR ELCO PALATE PLUS
<br />SHALL E FIRST REDUCED TO A ASDESIGN WIND LOADS BY MULTPLYNG TEEM By 0 4 DO ORDER TO AND PAHIMAE FEMALE D.
<br />COMPARE THESE W/ MAX. (AS.0) OC31GN PRESSURE RATINGS NDIU0T9 ON SHEETS 7 THRU 17. it, t5, 16. 19 • 20
<br />C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOW FRAW NWT SHALL BE ± 1/2-. NO t/READED
<br />N GROM TO VERIFY THAT ANCHORS ON THIS PEA) AS TESTED WERE NOT URN STRESSED. A &W INCREASE N ALLDIRIBL[
<br />STRESS TOR WOO LOADS WAS HOL USED IT TIEO ANALYSIS I'ASTDIM SPAGNG TO WOOD HAS BEEN KTB% M IN
<br />PENETRATION Rio STUCCO SHALL E CONSIDERED AS PAD OF THE REQUIRED THREADED PETETRI,T011.
<br />ACCORDANCE WITH N.O.S. 2018. C 3) MINIMUM 1917E DISTANCE OF TAG SCREWS. INTO WOOD SMALL E AS INDICATED w THIS DRAWAG
<br />siDRY PANELS ADEQUACY FAR IMPACT AND WIND RESISTANCE HAS BEEN VENFIE° N ACCORDANCE WITH SECTION I626 OF C.4) MWww PENETRATION � WDoO BUSHING SMALL E 9/B• ,/.• .-m scEWs USED SMALL E 1 , 2 LONG MOO"
<br />ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING a TESTINGOC. REPORTS 96-508. 96-570 & 96-T30 AND/
<br />FFIESiRA710N TESTING W NC., REFORM'S 12032 a A2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203 SHOULD STUCCO DIST. AND I' Mo"m FOR WALLS WITH No STUCCO.
<br />AS MILL M3 STANDARDS.
<br />AMENDARDS. LEST (J1B Or SOUTH FLORA REPORT �19.01-09, AS PER TAS 201, TAS 202 AND CS) N CASE TIME PRECAST S70NE. OR PRECAST CONCRETE PANELS, STUCCO «I WOOD BMW BE FOUND ON THE EXISTING
<br />TAS 70] $tANDY®S. WALL. ANCHORS SMALL BE LONG ENOUGH TO ,EACH nE MAIN STRUCTURE BOADD SUCH PMCLS
<br />2 ALL 41.19ANUM OMWS04 TO BE W63-TO M10Y AND TEYPM (UNLESS OTERWTY OWED) SEE SNEE'T 2 ANCHORAGE SFWl BE AS MENTIONED IN C.1). c.2) a Ca)
<br />3 ALL A AAWO M SHEET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATION$ AND SPECrjCATKOS OF THE AmcHDR'S MANUFACTURER
<br />A AL SI EL SHEET METAL PANELS SMALL HAVE STMICTIIML QUALM $TEFL, ASTM A-653 GRADE 50 MM%W. 0-80 8 PAWLS MAY ALSO BE NSDW.ED NORMAITALY FOLLOWING 0WAILATION DETAILS SHOWN ON SECTION 3 THROUGH. 10 (SNEERS 4
<br />GALVANIZED STEEL CESONAT10N W/FY- 56.5 It, (AFTER ROLLED)_ IHROION 6) DUPT TNA1 HEADERS ®a QD 94ALL NOT BE USED
<br />5. ALL SCREWS TO BE STAINLESS SIm 304 OR 316 AIS SERIES ON WDDSION RESISTANT COATED CARBON STEEL AS PER 9. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERITY THE SOUNDNESS OF THE STRUCTURE WHERE yMTTDR is to BE
<br />ON SM18 W/ 50 Ins YELRFNDN
<br />D STGAND 90 AM TENSILE STRENGTH a SHALL, COMPLY W/ FLORIDA BUILDING CODE ATTACHED 10 NStM PROPER ANCHORAGE, THIS SHUTTER SHALL. ONLY BE ATTACHED TO CONCRIM BLOCK OR WOOD FRAME
<br />SECTION 2411.3.3.4. EA0.0NGS
<br />8 SOUS TO BE ASTIR A-307 GALVANIZED STEEL OR AM 304 SUM STAINLESS STFfl. Willi 36 IN, MAHNWW YIELD 10. EACH REWLAR STORM PANEL MM LENGTHS OVER W-8 THROUGH 12'-4•, AS PER SECTIONS 6. I. 9 A 10 AND ALTERNATIVES al.CHORSTRENGTH 9W a ION ON SHEETS 5, 6 a 12 AESPEC7NELY; D SMALL HAVE A LEGIBLE AREADILY VISIBLE M1A " INSTRUCTING OWNER OR
<br />7 ANCHORS TO WALL SMALL E As FDl10WS TDANT TO SECURE PANELS WITH APPLICABLE REVPORCEMENF "Or, PFRIM OF HURRICANE WAANOG
<br />(A) To DOSTOG PdRFD CONCJER. 11 THE INSTALLATION CONTRACTOR IS TO SCN./CAULK ALL SHUTTER COMPONENT EDGES W-01CH ROOM N CONTRN O" OWACT WITH
<br />,/4•0 TAPCON ANCHORS AS MANUF CtURED 61 ITW SUIDEX HNC (W, rc-3192 Poi) THE BUILDING TO PREVENT WINDIRAIN INTRUSION.
<br />1/4' W a 7/8' CALR-N ANCHORS. AS MANUFACTURED BY DEALT LAC. (MN. I•P-3000 PLUS AM B
<br />CMJ-r 12 STORM PANEL OMSTAUFIDN SMWL COMPLY WITH SPECS NOrdTED W THIS oRAWBUILDING AM ZONING EMULATIONS
<br />1 /4'Ao 3/4' 70uD-SET ANCHORS, AS DISTRIBUTED ar ALL POINT 7CHEW, BOLT a 51•EWLtt CC. (Min, rc.ao00 Pt'.)PROVIDED BY THE JURISCk=ON WHERE PERMIT IS APPRJED TO
<br />FI•-10 PMNEUM/E FEMALE 0 a PAAIELNATE PLUS ANdLORS AS I&AIWACTURED BY ELCO CONSTRUCTION PRODUCTS. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (PERE .D.) PREPARED BY THIS ENGINEER IS GENERIC AND OM NOT PROVIDE e#(AI RATION
<br />(uh. r-3350 "i.) FOR A SITE SPECIFIC PROJECT. iA. WHERE THE SITE COUM" DEVIATE TROT IIH PE.0
<br />1/4•0 Cr TAP -GRIP ANCHORS. AS MNNUFAC/URED W -RV-FAST CORPORATION (rc-3600 P.a.l.)
<br />Ali MM M EMBEOENT OF TAFCON ANCHORS INTO POURED CONCRETE 94A L °E 1 3/4': 2- FOR PAIELMATE FEMME l9) C BASED
<br />ON T IS E RESPONSIBLE FOR THE 0 SELECTION. O PURCHASE ITFROM
<br />AND INSTALLATION INTAILED G LIFE SADOC E iMS PRODUCT
<br />BASED ON THIS AE.D. ATSITEPROVIDED HE/SHE DOES NOT OEVNIE FROM THE CONDITIONS DETAILED ON T1115 DOCUMENT
<br />D AD PANFANIIE PLUS AND 1 I/4' FOR UTIP-CLOP AFILT10R2 CONSTRUCTION SAFETY AT SITE S 111E CONTRACTOR'S NESP0IHSIBAJP•,
<br />A2) CALM-N A SOUO-SET ANCHORS SNALL BE EMBEDDED 7/e• IFTD nE POURED CONCRETE NO EMBEDMENT INTO (e) TMS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID F MODIFIED,.
<br />STUCCO SMALL BE PERMITTED. 1/4' 0-20 SOW" USED SMALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO ELST.
<br />RD 1' MINIMUM FOR WALLS WITH NMO STUCCO. AND MAT E HEADED SCREWS OR ALL TbEADW SCREWS W/O DEAD. (d) SITE SPECIFIC PROJECTS SHALL E PREPARED M A FLORIDA REGISTERED 040WO OR ARCHITECT WHICH WILL BECOME THE
<br />Bur WIT/ WING NUBS ENGINEER Or RECORD (EOJtJ MR ME PWD.ECT AND WHO WILL °E RESPONSIBLE FOR THE
<br />A, 3) R EASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS, STUCCO OR I000 BOARDS BE FOUND ON THE PRA'ER USE OF THE P.E.D. ENGINEER T OF nEIi T. WTE A5 I C DRNTED DORM TO TTE
<br />PRO ENGINEER.USE
<br />OF SHALL 5O. EN IN THIS RECORD.
<br />THE 577E SPECIFIC A O OMITED FOR REVIEW,
<br />EXISTING WALL OR FLOOR, ANCHORS SHA. E LONG ENOUGH TO REACH THE MAN STRUCTURE SDINO SUCH
<br />PANELS "HORACE SHALL E AS MENTIONED N AI) AND N A2) (A) THIS PED. SMALL BER THE DATE AND CRIOINL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ENGINEER OF Rev THAT PREPARED IT.
<br />(a) TO 1U=NG IXNCE F am W4Nl CTM ?n.
<br />1/4' W TAPCON ANCHORS AS MANUFACTURED BY I T W BUHDIM NC 14 SHUTTER S Mr.R IN CC RD ICE SH1SE E LOCATED ON A READILY UU ICODE E STORY
<br />I/- • 7 CALK-N ANCHORS. AS MANUFACTURED 10 pE1W,L7 01C INN. r,-1500 PANEL BE PLACED
<br />N ACCORDANCE EVERY OPENWITHING.
<br />SECTION 171TO C P FLORIDAWITH BUKDNG COOS. ONE LABEL
<br />/B' ( PLATY FLOE PLACED OD EVERY OPEIe1G. LABELING ro COYPU WITH SECTION 11W.9.2 « DME
<br />- 1/4'1 X 3/4' 90LD-SIFT ANCHORS, AS DISTRIBUTED BY AL POINT SCREW. BOIr a SPECIALTY CO. FLORIDARBUAUDNG CODE
<br />(MN I.
<br />F-)
<br />- F74-to PAEUMTE FLYWE D AND PANELAIATE PLUS ANCHORS. AS MANUFACTURED BY ELCO COKTRuiumN THIS M"A SMALL ONLY E USED TO
<br />Pn00INC2 (IWR. rw2071 v.I,) I mom PERMITS OfTIE STATE Of FLORIDA
<br />1/4' A CIF TAP -GOP ANCHORS. AS MANUFACTURED It, rRU-FAS7 CORPORATION ERA T/1/
<br />..•••:••.•.a/j FLORIDABUILDING CODE (High Velocity HArFk6nW
<br />BA) MINIMUM ENEDMWFT a TAPCON ANCHORS. ELCO PANDAIATEi AND CF TAP BLOCK
<br />ANCN7N. INTO THE uC RAN °COL20 GAGE ONU.VA161ED STEM STORM ►RNEt WAW
<br />BLOCKT SMALL E 1 ,/4': :' -G fpoa9 TlTE00. WE. 9.
<br />J D c.WJR : B.-M a sOL1D-SET AncRs HOSMALL 7/8• INTO
<br />TCONCRETETMOMLNT. No.4 167 ND - -• �\\ PIIOTF.CTtON PRODUCT'S, 11C. P y
<br />INTO SRCCO SMALL °E PERMITTED. 1/4- W-20 SCREWS USED SMALL E 1 lh- LONG Moo" � 1 \PizE(6•i, AfD 1' YN14AllY FOR WALLS WITH NO STUCCO. 'Q'. SrA n- ____.�---. re _-- -- -_ --
<br />INSTALLATION
<br />INTO EXISTING
<br />DETAILS
<br />POURED
<br />FOR REGULAR PANELS(b
<br />CONCRETE OR CONCRETE
<br />&-.A
<br />BLOCK STRUCTURES G ON
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<br />� I L. E(. O INC.
<br />TILLIT TESTING 8 ENGINEERING COMPANY
<br />WALTERA. IML)T, JR, PF - tII1::(�a91.cOW
<br />PRODUCT EVALUATION REPORT >,•xF ,Lvnue NN -04L6T
<br />FLCA. LkMu W.OXM?!9
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products. LLC
<br />48M S.W. 51 Street
<br />Davis, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Walter A. Tillitl Jr„ P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61020-3. Method I of the Florida Department of Business and
<br />Prohssional Regulation.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />been verifled for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Cade, 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. EVIDENCE SUBMITTED:
<br />21, PRODUCT EVALUATION DOCUMENT (P.E.O.):
<br />Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 1$ prepared by Tilteco, Inc,; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E,; dated 07/27/2020. This drawing is an inteTty, l�il+o,Qls
<br />Evaluation Report. �aYM'CE •,1�
<br />167
<br />/ _"'.. STATE OF
<br />6355N.W.36th •,•,•G,••• �'` Street, Suite 305,1VllaIil7, Florida 33166 -Phone: (305) 871-1� yF�-I531 �n�
<br />FFn1NIHH1I11H
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-E)
<br />-----15.196' (11AAL wmN)- _-----__�
<br />'----------,2.SOTY (EFFECTIVE WON)--- -- _
<br />a 1/+' --------+ f ---- ° O.oil' MIL. FHWCK taco•-. � . i 1 3150' � -tayD'-, - 1.3t50 - i V.5O0•
<br />< ( - GALWN+¢ED situ •�
<br />° f aD 1
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<br />2J25' --
<br />•_ 375� Jtl0 - 573, 125' 'F
<br />iSOYETRIC VIEW DETAIL A 50 I PAL
<br />37-5 -
<br />ROUNDED CORNER • ENDS Or PANELS 200D'_ _
<br />END LIP wEDGE.
<br />® 111' HFA O "V" NEADEa O T,$) h� ANDLE WRH STUD
<br />SEE - - - —T W.
<br />1/14 • 3/14 W3N' i - - .334' - .
<br />IMIEl �tBB• .: T88`+• SIN sEAlE3
<br />' I L.. _ f - E �3s aTw IIIKiND ro
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<br />,.o62•
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<br />EVER'/LOfA1gM AOVBILA► .E7' 1 L.I. _ ' �.Dw
<br />z.D
<br />KEY HOLE WASHER •e2s•. aD• —- _...�.)
<br />7.00D'
<br />-,CBS• © "FAA TRACK ANGLE ® AS/B" "F" TRACK ® IMA PLATED
<br />MGM- (rM.) � -Dw' WITH STUD
<br />GALVANIZED STEEL ;?44',!.
<br />Tsti�sa^W.e7's.A -/ \1•oe3' �P:4J-GEN••�C(r.N.,'�
<br />i-- —1 a7s• �'--rl R s i. No. 44167 •
<br />FLOMDA BUILDING CODE (Well Velocity His no Zone)
<br />KEL90TIO1
<br />w
<br />N17r ® « PAEL .� ATE � • 'ty 9M7W rIL7Bn. rc 20 GAGE GALVANIZED STEEL STORY PANEL nwo Ire
<br />� • KEY HOLE - ��F'• D � c—
<br />AT PANS j'.. /AN AL PROTECTION PRODIICiS, U.C.
<br />® 2"x7")tt/4" MOO9.W.6ISIRFET
<br />NTDATAILY. Us IMMe NUT W/OFT NN4I ..0'7.� Dow. FL in'• 20-176
<br />1101M01RIlMC 4MA47, W/ 10DII101YL NN"'•r • Nm ,�.'N�ONI"�"W,-,AH"1" NIOMC MF)MO-74W NAY: (OM)18►6M7
<br />• 7/81M3/34' WA4iDt (sGIRRS WRWaW 1NP
<br />STEEL ON Hem PLATO $EEL)WWLM A tun e- ►E Rolm UL I "to - eHMi a Ora
<br />--gWR-IF, GPM �MiG F� OOMOIE7E 41L1dS
<br />l 9GIe9ut 60 9NFFT 9 • e) SOWMALE s�Eels 6TROURHW /) ` '�T°I'��-Y �-,•� 1' _
<br />,2.
<br />END CLDfitM OETAMS FOR Il6TALlaiION IN FiOISiED OONdETE.
<br />MOM 3= OR WDOD
<br />VAUD FOR FMMAR LIFE SAFELY AND E Z HANG Si OM PMEL SYSiEIEI
<br />rApm
<br />r°LWR, -; � E.D. 40-- � Wn�' �„�,",wM ( �`--�i•'® t1[OIIIIED. I ED
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<br />1 � .�.-aA,• M:. P$! F�WIp 1 1 CASE 9 fPE.Atii
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<br />E•3/•16-11-
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<br />ON W,oRT W P ac
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<br />ODNCRM SLOOK j i ExsTNO ROLRly co' ' WNW i rascut 3/tB.,AM` CASE D jPIANI
<br />• i CONCRETE M�acHI r
<br />eAK-N LTR T� // 1 _ _- R[oURED, t �v '� s/, �Mw . • r aE Orn"W �,��r , � r a �f""oMri"Ewil"rr
<br />f7AYIlI D AID�AN8aM7E • _ O •-H• ,e,r \ •\ �� � \ \\ rr IrWM,
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<br />AWP
<br />..-� • HEw ,• off. 1aARIS K t/e' E.O. -EDGE OBdNCE ' ;�
<br />THICK ALUM TUBE 09 1. 4 (SEE SCHEDULEfPLANt
<br />eAr / I F WOOD PUTS SPWCEA _.:( - SHEETS B • 9)
<br />( AUM. TUBE ON ' TA YIODO PLATE SPACER
<br />L i !.-BONno TIVY3[ Y + TOP A BOTTOM MMOIFNTENGS CAN BE
<br />Ni <,,• GaNCIaTE ANGIHOR.L � 1 COMBINED IN ANY WAY TO SUIT ANY E fPLANt
<br />(9 Qgoema 19iAIH01UB10N 9) I � j i Cy„ INSTALLATION. • _ r SGIF 13/ I
<br />CONCRETE(IRA M,W9M[ 1 112- MN. FA=Mtm "No"BLOCK :�� MUM OR WAtW
<br />EOIAIEa
<br />ON WNftl ■ W A 7 Mr"No"/ewr. M
<br />SECTIOII I-x
<br />SCALE 3/8-i-
<br />DETAiL FOR SPACERS erAl = AT TOP OR
<br />BOTTOM TRACKS ADJACENT TO STU=/V10O0 BANDS
<br />PRODUCT CV AT.I:A77ATAT REED91' 1Y0. 20-9727.0] 2
<br />22 TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12.99 standard as
<br />per see ion 1609.1.2 of the Florida Building Code. Uniform static toads 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 03/11/02 witnessed by William
<br />R. Metiner, P.E., Boriz Moroz, P.E. and HenryHattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespeda, 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. 1123.0140, dated November23, 2010, signed and sealed byJuito E.
<br />Gonzalez, P.E.
<br />Tensile test report No. BCM-198 by OC 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. 10KIA-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaclofano, P.E, as per ASTM E-8.
<br />2.3 STRUCTURAL ENGINEERING CALCULATIONS,
<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 Tilteco,
<br />Inc., dated 12/18/10 and 08/27/13 (forthle revision), signed and aeled by Walter
<br />A. Tillit, Jr., P.E.
<br />$ MISSILE IMPACT RESISTANCE:
<br />Large missile Impact underaection 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND LOADS RESISTANCE:
<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 shoats 5, 9, 10,11,13 thou 16
<br />and 18 of 18, of Product Evaluation Document (P.E.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 />�ea)uml
<br />67
<br />/ �•, STATE OF
<br />y,A�S�ONIAL"t��A'N�
<br />D.M..Q.®.�+
<br />1/4, 2/4, 3/4. 4/4. 5/5, 7/5.
<br />1W/10, 2W/10, 3W/10, 4W/10,
<br />SW/10, 6W/11 R 7W/11
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SALTS B a 9
<br />FOR WOOD SEE SECTIONS ON SHEETS r10 a 1,
<br />PRODiiC•I•TEVA_E,LAmrpp aFyr.WpRT l\O_ Z6-072702 3
<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, 20.173. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15, 16 and 18 of I8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />t MAURIAL CHARACIEFUSMICS AND SPECIFICATIONS'
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (PIE.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.20-175.
<br />7. LIMITATIONS AND CONDITIONS OF USE•
<br />7.1. Shell 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 Tilteco. Inc. and signed and sealed by Walter A. Tllilt, 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 structure.
<br />Product Evaluation Report prepared by Walter A. Tllttl, Jr., P.E. (Florida License
<br />No. 44167), President of Tlltacu. Inc. (Florida CA-0006719).
<br />WAnu 1 s
<br />Da TILTECO ADMON RECORDS lP, E. REPORT.201 OLASBAL P. 01��+�Qp��gN P/g[OOOC❑'[�8,
<br />CLULVANIZED STEEL STORM PANEL. \ORWG#20-17bt REPORTt20-0727i�'r!,(^;,!'(flR(flA•
<br />BOl1ElE PANELS w/ 1/40-2uAi•- - -
<br />g$S�. Y.S. 0 E.A.OVER715'LAP,
<br />• 3/32'
<br />1MINGNIrRS O COVEiaM
<br />(SEE SECTIONS AS APPLICABLE)
<br />--- i-.1__i-1 -1 Li
<br />s MMX f 1/4. 2/4. 3/4, 4/4. 5/5, 7/5, r MAX
<br />tw/1o, zw/to, 3w/10. 4w/10, ;I'MIN
<br />SW/10, 6W/11 k 7W/,i
<br />�__--- —_--- ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS B a 9FOR WOOD SEE SECTORS ON SHEETS 10 a it -
<br />$EGULAR STORM PANELS n & Q ELEVATION
<br />N.T.S.
<br />287•
<br />(,ea DND6M -1 WNor VRLLM
<br />1/4' MPH. GAP
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<br />---_---ANODRS FOR CONCRETE SEE SCHEDULE ON SHEET 9_-__--,-._�
<br />- EOUREO GVNCIE7E CONCRETE POl6ED CDNtlETE - - FOR W000 SEE SECTORS ON SHEET ,z
<br />OH CBNpEtE aDCX CONCRftE BLOCW �Ei1 CONOE7E BLOCL r MPP. 2.6r 3' �I
<br />REQUIRED --- EsnEl ut'�' Cn -6--f
<br />RFDLBED E0t1IH'D wHNGRa ,wcHl9Rs 1•, M'L (MAL O+OVP -1 YNGIE AWliEH1 l a Ia BaFB, NTB i I�a1.
<br />' (eEE sDan1AE aH _ � sLYEwLE aN _ t1.Y. I 'p 1BYR r
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<br />MAX ,. ,.. ; i r E T'• ` t • ANCHU1S: OR CONCRETE SEE SCHEDULE ON SHEET 9-_
<br />"... I MMx « �• r MP.mi.. DJL. F'OR wood SEE SECTIONS ON SHEET 12� -. '•..�_''.
<br />E _ /9vMpar• I /
<br />i E _ /r ED � REGULAR
<br />STORY P•NE�_Qt � ELEVATION
<br />• It 1/O
<br />i
<br />,8L I scALE 3/S2'.,
<br />11/4'RANI. GAP � 2.67'
<br />11/4'
<br />1/44f 1 e//2 11 3/O.cs.s. BOLT 1 E - .LH (YH OA6JP`1 WHOLE WULT7 �9]' ■ ■
<br />-. :• W 7/6'a3/32• WING NM7R
<br />ANCHOAS
<br />CONCRETE
<br />AN}1015 SOiORMD ', �HmS _..-SHRE7 9C W i/4^ MAX. �:I,
<br />W/ sTw OHE uYlmuF IN �Y '^
<br />BMW 9) FPig� �EDn e�HET EsM D" I TR SECTION A -A fTvD.l r� V /
<br />-__ 9coNCRE1F INI -' COIIGIEtit ILOCKt art Kato= SCALE 3/32'-I' /'{�
<br />MDCA meounm `v
<br />IE8I1Rm W
<br />SCALE 3/Mi' SCALE 3/8•.1• SCALE..
<br />W
<br />�N 'VGEN ' ✓'� FLORIDA BUILDING CODE Ht Veloo Hill core Zone) Q
<br />E.D. r EDGE DWANCE NOTE FOR COMMMAMN OF SLMQW Tt NO 44167 ? A2OIO Il/EcO. We 2D GAGE GALVANIZED STEEL STORY PANEL M
<br />(SEE SCHEDULE ON TOP a BOTTOM MOUNTINGS CAN E _'GLOBAL
<br />m Z
<br />F0* ZpL I�ECOINe. PROTECTION PRODUCTS. I.I.C. /MDW/9eo
<br />SHEET 9 COMBIED IN ANY WAY TO 5lM ANY '�'•.
<br />INSTµJAT1pN. .eM IRA: s, IL (O Z
<br />•. RLO � N ! AL S W Wr. ANAri. N m�i, noNC (MN)MP-Taw FmAI., MN)Mw-6M1' 20-17b
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<br />SHEET NO.
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