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<br />TILLIT TESTING s ENGINEERING COMPANY
<br />PR4Di)CTrLT!:A jIAT);,�IV OIMS0. 20.8728,QL
<br />22, TEST REPORTt2t
<br />L I ,.
<br />Large Missile impact and fat? to t fatigue ad testa were performed under Protocols T' � p g e pe c mad nd r rat s AS
<br />_
<br />201 2 03 as per section 1626 of th `F e Honda Building Cad do static loads
<br />, P g e Uniform s oad
<br />;
<br />2R0D=TXvh=*:[1oNazog so, 2t472s,o111LIECOi
<br />B. MrAURIAA HARACTERISTICS��VQ SPECIFICATION&
<br />,
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />Y p_
<br />sheaf ', 2 and 22 of 26, of Product Evaluation Document '(.P..E.D.), drawing
<br />tT
<br />WA . FR A TILLIT, 1R. 1? L k, Nteoo aDl.com
<br />MLAH,1Jar,",.�A:p4,G7
<br />FLrn L,.t�,Hi Iawnv
<br />as per TAS 202 Protocol. T re arts
<br />pTest p. prepared by Hurricane Engineering &
<br />- •
<br />No.20 176, Anchor specifications shall be as indicated on sheets 1 7 and 21 of
<br />PO
<br />Testing,Inc.,
<br />nc.Reports # 98-589 dated 08109J199$, #96-570 dated 0fl(181199t€,
<br />26, of. Product Evaluation Document (P.E.D.), drawing No. 2U-178:
<br />PRODUCT VALUATION REPORT`
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina;
<br />P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04/16/1998 and
<br /># 2126 dated 10/06/1098 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />REPORT NO.: 20-0728.D1
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henryttem P.E.
<br />�' �
<br />--
<br />7.1. ;?hall � strictly In compliance with General Hates No. 1; 8 thru 14, Indicated
<br />DATE: July28, 2020
<br />Tensile test report No. 9CM-197 by QC. Metallurgical, Inc„ dated March 13, 2009,
<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 Qocument,(P.E.D.), drawing No. 20-176
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tl71it, Jr„ P.E.
<br />,
<br />PRODUCT SUB -CATEGORY,
<br />G G RY. storm
<br />O t Panels
<br />L N
<br />it l: INEERINta CA DNS,
<br />2� �TR4JCT i�A G �1�511,;�iA,TI
<br />>
<br />7,2, Product #na: be installed within HIGH VELOCITY HURRICANE 2 N S'
<br />Y OC TY HURT A (7 E as
<br />OCy e Galvanized
<br />On 2 Gage Galvan zed Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida BuildingCode.
<br />PRODUCT NAME: 20 GAGE GALVANIZED, STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacingvs, design wind load and panel
<br />g P
<br />MANUFACTURER: ll Protection LLcy
<br />SalMte
<br />length based on rational and comparative analysis.,;and In accordance with
<br />7.3. Product shall oInstalledi o our
<br />be rtt p ed voncretet concrete block, and
<br />Products
<br />P
<br />4800 S.W. 51 Street
<br />section 1616 of the FloridaFladda Building Gods. Calculations prepared by TTiteco, Inc..,:
<br />wood frame Structures.
<br />Davie, Florida33314
<br />dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E,
<br />1. PURPOSE OF 1=1fALUATI-ON;
<br />3, MISSILE IMPACT RESISTANCE;
<br />Product Evaluation Report r prepared b Walter A. TIM Jr. P.E. Florida License
<br />R eP Y
<br />. .:
<br />This IS a Product Evaluation Report issued b Walter A. Ttltf Jr.,.E.(System'
<br />Y k
<br />Large mtssilelm act under 1628 of Florida Building Code as per
<br />r9 p g P
<br />N .
<br />0 44167), President of Til#ego; Inc.(Florida GA-t1006719 ,
<br />)
<br />I # 1906) to the Glottal Protection Products, LLC, Ruto Chapter No.
<br />TAS 201 Protocol.
<br />HMIINNH,NN ++++'�•�,
<br />81 G20-3, Method 1 D of the Florida Department of Busrriess and
<br />W
<br />4IND LC)ADS RESISTANCE:
<br />A, T
<br />4�IT
<br />Profeeslonal Regulation.
<br />.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />1��,��"��? ..,
<br />4
<br />�.
<br />This rodu. t s ,
<br />p v r being Issued an Evaluation Report as described herein, and has..
<br />pressures. Maximum anal ten h
<br />p p tits all be as indicated on sheets B 10 14 15,
<br />9,.
<br />.r ..
<br />_
<br />• 44167 s
<br />�ta446
<br />..
<br />been verified for eampl[anee In acd(rrfancewTth the 2020 Seventh Edition of the
<br />6 1 5 d f
<br />f 9 2 an 28 0 26 f o Product Evaluation.f D' d €
<br />Document (P .), drawling Na
<br />2017
<br />_ *.B
<br />, .. „,..
<br />Florida ,
<br />lord Building
<br />a m Code, v u d d to rl and e t at t 9,
<br />h h uvt s _.._ rod r f ,the u a 1
<br />9: � R o se n#endoil:
<br />p rp
<br />6, loom Anchor
<br />Max c Spacing shall be' s i i #
<br />, a Indicated on sheets 8. 9, 10; 1°1,
<br />'9 Product
<br />_ x
<br />.
<br />T S AT"c 0p
<br />at least equivalent tvthat=required by the Cods.
<br />4 15 1 0 n
<br />17 8 1 2 25 and 26 of 26 of Evaluation
<br />rodu t E aluaton Document (P:Eb.),
<br />�o _
<br />drawing No. 2O'' 176.
<br />y •., 10RI "
<br />'4
<br />This P roduot Evaluation, Re ort shal be subject t r
<br />p I j o review and revision m case of
<br />5, INSTALLATION:
<br />u^
<br />ry . S/ 0 t
<br />,,, NA4
<br />'MNNN M
<br />a Building Code change that may affect its limitations and eonditians
<br />---�1�---
<br />1111w,
<br />Installation shall be performed strictly in accordance with details indicated an
<br />MI�:
<br />2. EVIDENCE: SUBMITTED.
<br />sheets 3 thru 7 10 thru 20 2 24 2
<br />u 3 and of 28 f Product Evaluation 6 o duDocument.
<br />' � + �
<br />wAThLL
<br />D� IL E O AOMON RE
<br />4 7 T C CEHRD$1 P. E. EPORT.20 1 LdHAI. ROT CTIPRODUCTS,L 2
<br />R (i P E L CI OtiAQE
<br />2.1. PRODUCT EVALUATION DOCUMENT -E Dt•
<br />P,E.D. drawing No.2 -
<br />0 17t'a. Minimums r s shall
<br />( ), separation aiwn to Has hal b s
<br />$ P 9 e a
<br />.LPN
<br />rxALVANI ZED STEEL STORM PANELI DRVVQ# 20. 78 k REPD 20 8
<br />T Rrr fi72.+»
<br />Drawing No. 34-1T6, tilted n2ti GAGE GALVANIZED STEEL STORM FA ' EL"
<br />O N
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tiiteco, Inc.; signed and sealed by Waiter A;
<br />(P.E.D.), drawing No, 20-176.
<br />Tillit, Jr., P,E.; dated 07128/2020. This drawing is an integral part
<br />Pa uEvaluation
<br />nfris,
<br />NnrTil1Liu1
<br />„N1A
<br />Report.
<br />1P�kitA rk,N
<br />"0s /Y,JA,�
<br />- .
<br />� �1GENd�•:w�s�'s's
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<br />- - CIO
<br />rr�
<br />_ 1 7 '
<br />•ter
<br />�*
<br />�c �f0!?IiJi
<br />STAEaF
<br />.racC%cLOR''"�+`�,•
<br />6355 Ei. 9J. 36th, Street Suite 305, Miami, Florida 13166 - Phow: (305) 871-153ft- Jtl tl , 1
<br />rrrerepra�il�i
<br />)ItlntuaWA
<br />11iZt+`L'�
<br />. 1
<br />0:3) N CAM THAT PRErAW STONE, OR PRECAST CONCRETE PAIELA STUCCO OR WOW BOARDS BE FOUND ON THE
<br />MR FOR 22 rMK � � �� rM1NELEW
<br />EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO MAN THE MR STRUCAM BEANO SUCH PANELS.
<br />I. STOW PANEL SHDWW dN TAWS PRCOUCT EVALWTION DOCUMENT (P.EM.) HAS BEEN VORM FOR COMPUANCE N
<br />ANCNGRACE SHALL BE AS MENTIONED IN 0.1) AND N LLE).
<br />ACCORIM)CM WITH THE 2020 (TIT STATION) OF THE FLORIDA BURRING CODE,
<br />(C) TO E'XtSTING WDaB ( ,SEEr$.iC;g&YriLG . O" MN t•
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MD004M CODE,.
<br />FOR A WIND SPEED AS REQUIRED BY THE JURIOICTON WHERE THESE SMURENS WILL. Se N"gI ANkR
<br />- tf+eD TAPC(1N ANCHORS, AS MANNU1)9 WED BY LTW BUILDOL INC.
<br />- �N4-70 PANEUAATE FEMALE D AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO. CONSTRUCTION PRODUCTS.
<br />FOR A DIUEGTI NALT FACTOR M-0.85. USING ASCE 7-Ia AND SHALL NOT EXCEED THE MAYIMUM.-(AS.D.)
<br />- i/#"! tAf, StBETNS PER M.D.S.
<br />DESIGN PRESSURE. RATINGS NafiATED ON SHEETS 7' THRU 12.. 14. 15, 16. 19 3' 20,
<br />- 7/16'0 x 5/8• W00D SUSHNG, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />IN ORDER TO FERtFY THEM ON0RIC1, ULTIMATE DESIGN WIND LOADS DETERMINED PER AWE 1-18
<br />SWILL BE FIRST REDUCED TO A8.0, DES7CN WING LOADS BY MULTIPLYINO THEM BY Ole N ORDER TO
<br />WI CA
<br />D.T) NNNUM THRC§QED PENETRATION INTO WOW OF PAPCON ANCHOR 91iA,,E � 7 1/2" AND 2". FOR ELCO PANELMATE PLUS
<br />COMPARE THESE W/ MAX, (As.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THNf I2, t4. 15, 10, 19 & 20.
<br />ANDPANE#Af FELAL£ D.
<br />IN ORDER TO VERIFYTHAT ANCHORS ON P£D. AS TENTED WERE N01 DYER STRESSED. A 33X INCREASE IN
<br />Cl) MINIMUM THROM PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNtr SHALL BE 17JJ22' NO THREADED
<br />INTO STUCCO SHAH BE CONSIDERED AS PART OF THE RE"" TtNREWEO PENtETPATTO�1,
<br />STRESS FOR WIND LOADS WAS SM USED IN THEIR ANALYSIS. FASTENERS SPACNO TO WOW HAS BEEN OETERMNED IN
<br />ACCORDANCE WITH N.D.S. 2018,
<br />C:3) MNIMUNI EDGE DISTANCE OF LAC SCREWS, INTO WOOD SNAIL BE AS INDICATED IN THIS DRAWING
<br />STORM PANEL'S ADE OCY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED Of ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TIMING INC. REPORTS 96-669. 96-570 & 96-T30 AND
<br />C.4) MINIMUM PEWIMT04 OF WOOD BUSHING SHALL BE 5/r- 1/4. 0-20 SCREWS USED SHNA BE I Ilr LONG MINIMUM
<br />FENESTIRAMON TIMING LAB. INC., REPORTS 12032 & #2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203.
<br />SW#RD STUCCO DUST, AND 1' MINIMUM FOR WADS WITH NO STUCCO.
<br />AS WELL AMpLWq TEST LAB OF SOUTH FLORIDA REPORT /0279.01-08, AS -TAS 201, TAS 2D2 AND
<br />TAS 203 S7ANDADS.
<br />03 STANDARDS.
<br />C.5) IN CASE THAT PRECAST SHONE. OR PRECAST CONCRETE PAiEOS, STUCCO OR WOW BOARDS BE FOUND ON THE EXISTING
<br />2. ALL ALUMINUM >7MM04 TO BE 5063-76 ALLOY AND TEMPER (UNLESS OTHERWISE.. ROM). SEE SHEET 2.
<br />WALL ANCHORS SHAD. BE LONG ENOUGH TO REACH THE WAN STRUCTURE BEHIND SUCH PANELS.
<br />-MCHORAIGE 24AU BE AS MENTIONED IN C.1). C.2) & CA)
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-Hi4 ALLOY,
<br />(0) ANCHORS SMALL BE 96-IMLW FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFNATIONS OF THE ANCHOR'S MANUFACTURER
<br />4. ALL STEEL SHEET METRE PANELS WALL HAVE STRUCTURAL LUD)L S1E£1. ASTIR A-653 t;RAaE 50 MINIMUM, G-ND
<br />GALVANIZED 57EE1. W/FY- 5&5 Hxt (MET ROLLED).
<br />8, PANELS MAY ALSO BE INITIALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />THROUGH 6) EXCEPT 'R%T HEADERS O & O SHALL NOT BE USED.
<br />5. ALL SHREWS TO BE STAN4E55 STEEL 304 OR 316 AIM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />DIN W/ $O Mai YIELD STRENGTH AND 90 Kai TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BINIOING CAE
<br />a. ITSHALL BE THE RESPONSISItLiY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />247 t.3-3.4.
<br />SE -
<br />SECTION
<br />ATTACHED TO INSURE PROPER ANCHORAM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />6. BOLTS TO OF ASTM A-"7 OALVANM STEEL. OR AISi 304 SERIES STAINLESS STEEL, WITH 38 fad MINIMUM YIELD
<br />STRENGTH.
<br />TO. EACH REGULAR STORM PANEL Vff H LENGTHS OVER 8•-8 THROUGH W-4•, AS PER SECTIONS 6, & a &. 10 AND AUERNAmEs 8W.
<br />7, ANCHORS TO WALL SHALL BE AS FOLLOWS:
<br />WSW &NP1% � PANEEi.S6sY&rttiT � YSHALL IaT1RCfME�� DS. A LEGIBLE AM READILY VISIBLE
<br />WWAiL1kN� INS7RUL'T1NG DINER OR
<br />(A)
<br />- I/ro TAPCON ANCHORS AS HAANUFAG7URED BY LT,W. SUHLOEI. INC. (Mm. Yc-,$T92 P'.Q
<br />1I. THE NNSiAL"ITON CONTRACTOR IS TO SEAL/CAULK. ALL SHUTTER COMPONENT EWES WHICH REMNN IN LONONUOUS CONTACT WITH
<br />T14E BUXOM TO VENT WR O,/FVN. 91TRL".
<br />- Ile 0 x 7/8" CALK -IN ANCHORS, AS MAIUFACTIREp 8Y OEWMT W. (WN, r+-3cDD P.6i.)
<br />- 1/4'e x 3/f" SOJO-SEr.AORM. AS OMM18UMD BY ALL PORT SCREW, DOLT & G'+ECAi;N CC.
<br />12., STORM PANEL. NSTALNOON SHALL COMPLY WITH :SPECS INDICATED N THIS ORAWeNG PLO$ AN'Y BUILDING AID 20NNC REGULARINIS
<br />ON.. Fc-3000 Rs .)
<br />PROVIDED BY THE JORUICTION WHERE PERMIT IS APPLIED 70.
<br />- 13360 ATE FEMALE & PANELMAIE PLUS ANCHORS, AS MANUFACTURED 81' flF:O CONSTRUCTION PROOHC75I.
<br />M
<br />(OL P�'I^)ORP
<br />I& (.) THIS PRODUCT EVALUATION COMMENT (PLEA.) PREPARED BY THIS ENGNMR IS GENERIC AND DOES NOT PROMOS INFORMATION
<br />FOR A SITE SPECIFIC PRBUECT; i.e. WH TIE. SITE COMOOONS DEWMTE FROM THE PT-O.
<br />- 1f4'0 AP-
<br />CIF CIF TW- ANCHORS. AS AYWUFACTtGiEO BY TRU-FAST CORPORATOR (ro.3000 P.a.i.)
<br />At) MINIMUM EMSEUMEW OF TAPCON ANCHOR INTO POURED CONCRETE SHALL BE i 3/4r FOR PARELMATE FEMALE
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND ISTALLATKN INCLUDING LIFE' SAFETY OF THIS PRODUCT
<br />.BASED ON NOS. PIER PRIDED HE/SHE DOES NOT DEVATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />D AND PANEAMIE PLUSANDt W/4" FOR CF TAP-009' ANCHORS.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY,
<br />A2) CALK-N & SOLID-50 ANCHORS SHNL BE EMBEDDED 718' INTO THE POURED CONCRETE. MO EMBEDMENT INTO
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID 6' MODIFIED.
<br />STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 11/r LOG: MARMUN -SH " STUCCO EXIST.
<br />NO. I" MINIMUM FOR WALLS WHIN NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEW.
<br />(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED EFDREFlt-OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH WINO RNUTS.
<br />ENGINEER OF RECORD (Eo.R.) FON THE PROJECT A 0 WHO WILL BE RESPONSIBLE FOR THE
<br />ts 'ED. MMUED ENGINEER TIE
<br />OF TITHE
<br />SIN
<br />A3) N CASE RAT PRECAST STONE -ANC ORS CONCRETE PANELS. PAVERS, WOOD BOARS BE FOUND ON THE
<br />THE
<br />PPXEENGRAM SHALLLTHE
<br />SAUBMIT SLAT SINE SPECIFIC CNTC DRAY REVIEW
<br />SIT
<br />FLOOR, ANCHORS ENTICE LONG CH AI
<br />LONG ENOUGH I TO REACH THE MAN SIUIKTURE BEHIND SUCH
<br />PANELS, WALLNCH ORESHALL
<br />PANELS, ANCHORAGE SW9L ># AS EIEM10NE0 N At) AND N A2).
<br />D
<br />BEAR THE DARE AND ORNi01A1 SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />{0} THIS P.E.D.ERrR
<br />EC
<br />ENGINEER OF PECOtO THAT PREPARED R.
<br />(9) �. tM Nx,I u cYM .-�:
<br />- 7/4' TOM ANCHORS AS &L ASCIURED BY I. T. W. B18LODC, INC.
<br />1+ SHUTTER MPA HFACILIRER•S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER N BUILDING CEDE. OF LABEL
<br />:WITH SECTOR 1709A.3 OF FLORIDAITHSECTION
<br />- 1/4• i x 7 CALK-N ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. r -7500 p.J.
<br />O OPENING: LABELING t0 COMPLY WITH SEC1fON itOa.9.2 OF THE
<br />- 1/4'0 X 3/A SOAD-SET ANCHORS, AS DISTRIBUTED BY ALL FONT SCREW. BOLT & SPECIALTY CO.
<br />FLORICA � CODE
<br />(MIN..rwaw P.n.E)
<br />- /14-1a PAR'EL ATE FEMALE D AND PANELMATE:PLUS ANCHORS. AS MANUFACTURED BY am COFStRUCTON
<br />T'H6S pRAWNO SMMA. ONLY BE USED TO
<br />PROD- �'1i6iN PERMITS IN THE STATE or FLORIDA
<br />I`AS �LFI�'`N
<br />1/4' PUOOS T'AP-GRIPANCHORS,2071
<br />MA NUPACIURED BY TRU-FAST CORPORATION yrE
<br />'•",/
<br />�1aIA
<br />B.1) MINIMUM EMBEDMENT OF TAPMN ANCHORS, ETOo PANELAMATES AND CF' TAP -GNP ANCHOR, INTO TKE' C[X�flC•`\Ci
<br />'" FLORIDA BUILDING CODE (High Vslacfi Hurfto
<br />BLOCK UNIT SHALL # 1 t/4.
<br />JSs NImED M RC0 Wa
<br />N'
<br />4'
<br />2G GAGE GALVANIZED STEEL. STORM PANEL
<br />8.2) CALKdN & SOLD -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UHT. NO �R18�N0"
<br />1t17 � S
<br />NTO SMOD SHALL BE PERMITTED. 1/4".0-20 SCREWS USED SHALL BE 1 1/r LONG MNIYUM SHOUT
<br />C
<br />GLOHAL PROTECTION PRODUCTS, U.C.
<br />O WST. AND r T�tNUM Mors WALLS WITH NO STUCCO. i d :. S7aT — IL
<br />\.. �... a *\ � •� .:. .._ ,N8 x. x _.:...t
<br />W, Mr.LL7t..
<br />*.4+•,,.e.\._ -.. � -.,. Ar:�
<br />ONEEIO s THODUICH1 0) SJEE74 � 1
<br />SH 8 THROUGH 91
<br />EI1EEi5 b TM pI 0)
<br />a .IEErB
<br />,y M
<br />..
<br />SCALE 3/4%"T' SG41ffi 1"
<br />SCALE j/B-1'
<br />&tu" put OUT MOUNTING
<br />SCAE 3 1.
<br />PW
<br />1
<br />T
<br />1
<br />-
<br />LD. - EDGE WSrMlCE
<br />(SEE SCHEDULE ON
<br />SHEETS a & 9)
<br />MUD 0 1
<br />rinTr ('(j(LCOMBINATOl1 eri'rONS••
<br />i rHae
<br />2 t/a'
<br />COMBINEDINANY Yam YnTOSUIT ANY
<br />t
<br />...-„•C(/f'H,
<br />RISTALLARON.
<br />OfC1IElE /4 X
<br />RCGUIREO. �`
<br />ANpNeRS �
<br />.Waxs> aR W
<br />SCALE
<br />(�i STORM PANEL
<br />PANBL'S ©m 7M
<br />W/ NE[Y&D EDGE } 1 LIDO' - n
<br />A./.m6• . 'i
<br />ISOMUSIC VIEW DETAIL A
<br />INDU LADED CORNER 0 EJNDS, OF PANEL'S
<br />END LIP W/ HEMMED EDGE.
<br />(N:T.S)
<br />ALUMINUM ANGLE
<br />G7
<br />"h" HEADER @ "U" iIEADID't
<br />r0
<br />1.+OT-7.063' fir• I
<br />i.
<br />a �Y.
<br />R � lNW..4l6'
<br />KEY HOLE WASHER
<br />063'
<br />O.D36' (NBn.)1
<br />GALYANI2ED STEEL
<br />,378'0 -TT NICKEL
<br />m BTSiH.
<br />ass J
<br />.1 .1878" To WING, NUT
<br />ALTERNATIVELY, USE WIND NUT W/Wr
<br />WNMIROG WAS+'ER W/ AM90M
<br />• 7/I^rx3/32• WAR iTANRE66
<br />STOW! OR ACKFL 7R.ATFD STEII.).
<br />MIT
<br />A SON
<br />CON
<br />O
<br />69LY. �
<br />Y
<br />0)
<br />CONCRETE McNpRVWA6 No -
<br />( 0+L) SNEEfS THItiL.u1+ON
<br />SCALE 3✓0-•1•
<br />-=MSRNO M NOV 1' WIDE A NOSES X I'W
<br />If#" ALUM. TUBE OR I' x
<br />_OETBSiNF. O/ P.T, WOOD PLATE SPACER
<br />• NEW 1- Moe x VARM R 1/8" '�✓�#
<br />• .
<br />(5Fa sw7mIX.EaN
<br />Marls a Ttpolitl9)� j cant.
<br />> 1 1�2' WA
<br />A. c 1 s) 7 Mot.
<br />WAIL FOR SEA=
<br />BMM TMKS LSLiACENT
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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />PR©b1J T EVALUATION
<br />+C REPORT
<br />FLC: A. L
<br />REPORT NO.: 20-0727.02
<br />DATE: July27, 2020
<br />CATEGORY: Shutters PRODUCT GO : utters
<br />:
<br />PRODUCT SUB -CATEGORY., Storm Panels
<br />PRODUCT NAME 24GAGE GALVANIZED STEEL STORM
<br />,..
<br />PANEL
<br />MANUFACTURER: Global Pf011action Prr (otg.=
<br />4800 S.W. 5.1 Street:-
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<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 />01020-3, Method 10 of the Flart da Department of BListness and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for,Compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code and to verify that t
<br />he product Is for the purpose Intended
<br />at least equivalent to that requiredb y 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 condiiions<
<br />2. MADENCErS SUB
<br />MITTED:
<br />MITTED:
<br />2,1. PRODUCT EVALUATION DOCUMENT (P.E.D.)
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 18 of 18 prepared by Tilteco, Inc,; signed and seated by Walter A,
<br />Tillit, Jr., P.E,; _dated 0712712.020. This drawing is an inteq�F�'+fl)~tf6,j is
<br />Evaluation Report.
<br />` I�l�(C jT',af
<br />4167
<br />6355l.W.36th;Street,Suite345,Mami Florida33166-Phone: 871-1 305 ¢•��f�y ,,..,• �},, i391
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<br />stem dlati I G 20 GAGE GALVANIZED STEEL SMI&I PANEL o6W0 sY
<br />C LOBAL PROTECTION PRODUCTS. U.C.
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<br />L 40M $A 61 STWIT 0A
<br />R„YHm.+al^e.+ross,amxn4F N Eaa9�TsaFFAX,00alabA-are, 20-176
<br />TROD 7C,'l�,-VA I,t,•ATTDISRPPORTND. 2A.I.6727.02 2
<br />2.2. TEST REPORTS:
<br />Large missile Impact ioad'tests were performed under SSTD 12_
<br />99 standard as
<br />per section eFlorida
<br />1609,1 2 of th ;Building;Cod Un orm e if static loads as r
<br />p pe
<br />Seaton1709.8 3, per ASTM E-330. Test reports prepared by American`
<br />Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03/11/02 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 February25, 2009, signed. and seated by Edmunds
<br />Largaespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />per
<br />loadings g p Protocols TAS 201 ,3L 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, dated November23; 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 seale"d r n'k rata P.E, as'per ASTIE8 n d Tensile Test as
<br />per QC Metallurgical Report No, 10*M-1318, dated December 1, 21010 signed
<br />and sealed by Jerry Jacivfano, P.E. as per ASTM E-S.
<br />2.1 STOUrTURAL ENGINEERING C I.QLATIONs:
<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 BuildingCode. Calculations prepared b TiltecoP P Y
<br />Inc., dated 12/18110 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A Tillit, Jr., P.E.
<br />3. MALE IMPACT RESTS ACE:
<br />Large missile Impact under section 1609A .2 of the Florida Building Code as per
<br />r4i p g
<br />SSTD 12-99 Standard and TAS.201,
<br />4 WIND LOADS REftTANOE•
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel.len -th shall boas indicated on sheets 3 9 14 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 sheets 5 9,10,11,13 th a 16and 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />24 Gage Galvanized Steen Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
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<br />MAX, GAP
<br />1/4., 2/4, 3/4. 4/4, 5/5, 7/5,
<br />1W/10, 2W/10, 3w/1st 4W/10,
<br />5W/10, 6W/11 & 7W/11
<br />-,,„ „AlICFWRS: FDR CONCRETE SE€ SCHEO0TS a &
<br />FOR WODNI BEE SECTIbNS ON SHEETS
<br />10 & 17
<br />AS
<br />PROD, is T EvgrllATtF)x )�jpgT T a. 2o-O7Z7.o2 '�,
<br />A. INSTAL AMW
<br />s Installation sh
<br />all alt be performed strictly in accordance with details indicated on
<br />sheets
<br />h. Hats 3 thru 8, 12 tiro 18 of 18, of Product Evaluation Document. P.E.D.
<br />drawing
<br />aw g No. 20-175. Minimum separation to Mass shall be as indicated an
<br />sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document
<br />(P.€.D;), drawing No. 20.175.
<br />6_MATF-R AL. CH_ARAGTERI4nCS ANQ SPEiCiFIC:ATIONS
<br />Shall be strictly in accordance with General Notes. and Components Indicated on
<br />sheet and o d 2 f 18, of Product Evaluation Doeunlent (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 nt (PE. ,D. ), drawing Na. 20.175
<br />"MiTATIONS AND CONDITIONS OF USE:
<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 byTitteco, Inc. and signed and sealed by Walter A. Tiilff, Jr., P.E.
<br />72, 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. Wa1 er A. Tilit Jr.,RE, (Florida License
<br />No. 44167), President of Tiltsoo Inc: Florida CA-000671 .
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<br />GALVANIZED$TEEL STORM PANE. DRWG#20-175t REPORT#z0AT 7VM!••: ORiU':.�';,j
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<br />BOLTED PANELS-W/ 1/40-2OxI•- -_-
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<br />1W/10, 2W/10, 3W/10, 4W/to,
<br />5w/to, 6W/11 A( 7w/11
<br />ANCFIORS: FOR CONCROE SEE SCHEDULE ON SHEETS 8 & 9
<br />-' FOR MOD SEE SECTIONS ON SHEETS 10 & It
<br />REGULAR STORM PAN T A Q ELEVATION
<br />N.T.S.
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<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
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<br />ANCHORS: FOR COIR:RETE SEE SCHEDULE ON SNOT B __..___
<br />FOR WOW SEE SECTIONS ON SHEET 12
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