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<br />:1:-Ld E C 0 Ih+iiG-
<br />TILLIT TESTING 6 ENGINEERING COMPANY
<br />- -
<br />AT TT3R. A: TTLLPL, lit;. F.E. tilte0at-aai.cDTn
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<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.:
<br />20-0726.01
<br />DATE:
<br />July 28, 2020
<br />PRODUCTCATEGORY:
<br />Shutters
<br />PRODUCT SUBCATEGORY.
<br />Storm Panels
<br />PRODUCT NAME:
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER:
<br />Global Protectlon Pr ucfs ll
<br />4600 S.W. 61 Street
<br />Davie, Florida33314
<br />1PURPOSE OF EVALUATION;
<br />This is a Product Evaluation Report issued by Walter A. Tflllt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products., LLC, Rule Chapter No.
<br />61G20.3, Method 1 D of the Florldo 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 of the
<br />Florida' Building Code, and to verify that the product is for the purpose ose 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. PI t.1DUCTEVALUATION.DOC ME-NT P,E,D •
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc:; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral palrtlT#Ills
<br />Evaluation Report, ,,AM r_n A r ",
<br />T . O0:07.11,C ENs� r--
<br />No, 44167
<br />,— * -
<br />S.
<br />6355 I�1.W. 36th Street, Suite 305, Miami, Florida 33166 - Mune: (305) $71-153.0 fA'f�97i j Bi�Jl i ,
<br />PRODUCT FZ'ALTIATI4N RFPOl+:1°11J ]. 0.p7 S.OT 2
<br />2.2. T-0—TFtEPORTS:
<br />Lar
<br />ge ge missile Impact and fatigue load testa were performed under Protocols TAS
<br />201 203 a$ th per section 162E of p e Florida
<br />o Ida Building Code. Uniform static loads
<br />as per TA
<br />S 8 202 Protocol. Test reports r p p prepared by Hurricane Engineering
<br />Testing, Ino., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911 811 996,
<br />#96-T30 dated 0912011996, all three signed and sealed by HectorM. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1811998 and
<br /># 2126 dated 10106/1098 witnessed by Gilbert Diamond, P.E. and Report No.
<br />9 0219.01- March
<br />0 dated arc.. 4, 2009, signed and seated by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 2009,
<br />signed and sealed by Frank Grate, P-E.
<br />3. TRUCTURAI-ENGINEERING CALfrULATIQNS:
<br />On 20 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 ratlonal and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P. E,
<br />3 MISSILE IMPACT RESISTANCE'
<br />Large missile impact undersection 1626 of the Florida Building Code; as per
<br />TAS 201 Protocol.
<br />4. W) D LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets % 10, 14, 15,
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D_); drawing No.
<br />20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8 9 10 11,
<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 />5 STAILI ATION-
<br />Installation shall be performed strictly in accordance with details indicated on
<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 />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-176.
<br />,Vtti`10y110t))lpy
<br />, ji A _( ;,,wAt"
<br />�'y * t
<br />a SSATE IF rc
<br />,', r r0 Nl� 5 i�
<br />GENERAL8..3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FWNO AN THE
<br />IIALUAA:,vrn �T J1t)RN - EXISTING WALL ANCHORS SHALL BE LONG D14UOA TO REACT: THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />' STORM PANEL SHOWN ON THIS PROD tP LICi fVALW.TKtN' DOCUMENT HAS VERIFIED f , (RED.) BEEN F1fD OR CWPUMCE -TN ANCHORAGE SHALL BE ATM IN B 1
<br />@ } AND IN B2).
<br />CODE
<br />AOCORNACE WITH THE 7020 (71N EDITION) OF THE FLORIDA BUILDING (C) tU EXHSTmr rmc-
<br />IBR➢D_2ET$1GSikA1'[1_! t = D,A�- MIu.
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER %CTFUN 1620 OF THE ABOVE MENTIONED CODE, - 1/4`0 TAPCON ANCHORS. AS MANUFACTURED :BY IT* BURDEN. INC..
<br />FOR A MW SPEED AS REOUMRED BY THE JURISDICTION WHERE THERE SHUTTERS WAN. BE INSTALLID AND - #14-10 PANEWTE FEMALE to AND PANEUVATE` PLUS ANCHORS. AS MANUFACTURED Br ELCO CONSTRUCTION PRODUCTS.
<br />FOR A DIRECTED Muly'FACTOR Kd-O.BS. USING ASCE 7-16 AND SNAIL NOT EXCEED HIE MAXIMUM (A.S.0) - 1/4.0 LAC SCREWS PER N.D.$.
<br />DESI PRESSURE 5 T - 7 1611 Y S e 0 H-
<br />GN RATINGS INDICATED ON SHEETS 7 THRU 1 14 T I ,9 WOO BUS INIG AS RUB 2, 5. 6. B 20 ! / DISC UTED. BY ALL PORNO SCREW. BOLT & SPECIALTY CO.
<br />IN ORDER TOVERTHE ABOVE OOi L?E DESIGN WMo LMOT DETERMINED PER ASCE 7-18
<br />SHALL BE FIRST REDUCED TO A.S.O. TIMOR WAND LOADS BY MULTfPCS'OVO THEM BY O.8 M ORDER TD C.,) MINIMUM THREADED PENETRATION INTO Yr000 OF TADCON ANCHORS SHALL BE , 1/2' AND 2` FOR ACO PAND:MATE PLUS
<br />COMPARE THESE W/ MAX. (A.S.0) DESIGN PRESSIJRE RATINGS INDICATED ON SHEETS 7 'TARO 17, 14, 15, 18, 19 & m AND PANEIMAE FEMALE 14.
<br />C.2 MINIMUM THREADED PENETRATION
<br />H fi,p@ tlN a I i PEYIEXRA Of SCI2£IV N'fb THE 8E 1 WOOD FRAME UNH THREE 2 RHTIrwEO
<br />1N , VERIFY T. / 1JR,(JE'T<'D NA5 ANCHORS CRV THIS PEE' AS tk TE�fED WERE UT DYER STRESSED. A SSK INC
<br />REASE N+ ALLOWABLE PENETRATION INTO STUCCO 51,A11 AS
<br />9E COw510ETdEO IO
<br />PART OF THE REOUNe£O THREADED PEHETTRTiON
<br />STRESS FOR W1R0 LOADS WAS Bs2i USED IN TH€II ANALt'GIS rASTENERS SPACING YO W000 FR5 BEEN DfFERWN£O W
<br />ACCORDANCE WITH N.D.S. 2018, C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL. BE AS INDICATED IN THIS DRAWING
<br />STORM PANEL'S AOSOUACT FOR IMPACT AND WIND RESISTANCE HAS BEEN VERMIEO IN ACCORDANCE WON SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC. REPORTS 98-568, 96-570 & 96-T30 AND CA) MINIMUM PENETRATION OF W000 aosem SMALL BE 5/8:-. 1/4' a-2o SMWs USED SHALL R 1 1/2• LONG MMWUM
<br />F04ESTRATWN TESTING LAB INC.. REPORTS #2032 & #2124 , AS PROTOCOLS TAS-201. TAS-202 AND TAS-203� SHOULD STUCCO Ol AND 1• MINIMUM FOR WALLS WITH NO STUCCO.
<br />AS WELL AS AMEAICAN TEST � Of SOUTH A 1- T FLEX 9HA REPORT %02i9.0 O9, AS PER A5 201, TAS 202 AND
<br />TAS 203 STANDARDS. C-5) M CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />WALL A14CWRS SHALL BE LONG ENOUGH M REAM THE MAIN STRUCURE BEHIND SUCH PANELS
<br />2 ALL ALUMItMDM EXTRUSIONS TO BE 6083-T5 ALLOY AND TEMFEIE. (UNLESS OMERWISE NOTED). SEE SHEET 2 ANCHORAGE SHALL BE AS JAEK04ED W C. I), C.21 3 C 4)
<br />3 AL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-4414 ALLOY. (0) ANCHORS SHALL. BE INSTALLED FOLLOWING ALL CAL THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER
<br />4 ALL STEFJ. SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, AT(M A-65J GRADE 50 MIIMUM, (N-60
<br />GALVANIZED DESIGNATION 8- PANELS MAY A150 BE INSTALLED HORQONTALLY FOUOWXNG INSTALLATION DETAILS S1OwN ON SECTION 3 THROUGH TO SHEETS 4
<br />2@ STEEL C'ESXGNA Ok W FY- 5@.5 M!1 AE'TF.R R441#!7 . {
<br />/ J (
<br />THROUGH 6) EXCEPT TNA7 HEADERS {'f] & Q SrALL NOT BE U5£0,
<br />5, ALL SCREWS To BE STAINLESS S STEEL 304 OR 31B NEN IL t6 EE OORROSKIi RESISTANT COATED CARBON STEia. D PER 9. Cl SHALL BE THE RESPONSIBNTY OF THE CONTRA" 18 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER E TO BE
<br />GIN W A+ 'TENSILE STRENGTH & SHALL COMPL W/ BUILDING CODE
<br />bi YIELD STRENGTH D 90 Msi - Y FLORIDASECTION
<br />ION5DO182
<br />13 ATTACHED TO INSURE PROPER ANCHORAGE IHLT SNUFFER SHAD. CARRY BE ATTACHED TO CONCRETE, 13LCCK OR Wt700 FRAME
<br />2a11�],14.
<br />1R)RDIPI25.
<br />8: BOLTS TO BE ASTM A-,747 GALVANI2@ STEEL, OR NSI 304 SERIES STAINLESS STEEL, WITH 36 WI MINIMUM YIELD
<br />STRENGTH, 10, EACH REGULAR STORM PANEL WITH LENGTHS TAER W-8 THROUGH 12'-4'. AS PER SECTIONS 6, 6. 9 & to AND ALTERNATIVES BW,
<br />7 ANCHORS To WALL SHALL BE AS rCU.OWS` 9W & IOW ON SHEETS a, 6 & 12 RESPECrnEL:Y: SHAY PAVE A LEGIBLE Ado REAONLY viseur miiwoc INStRUCTINO OWNER OR
<br />TE10,47 TO C P SECURE ANTIS W11H APPLICABLE R AB REINED CEM£TiT DURING F'FU+10DS OF WARNt HURRICANE IIG
<br />A () Tg, Ere. 11 THE RWIL - N N f Al,ATro CONTRACTOR! s t0 K R CAUL Alt. SHUT7E COMPONENT E5 M IN IN CONTACT
<br />SEAL,( EDGES WHICH Rf0A4 CONnNU0U5 OO TACT WITH
<br />APC ANCHORS AS MANUFACTURED ST TW. N,t 1' a 1 / ED BU LDE3( INC,NC. M c 3 92 .a ( i.' THE N. TO PREVENT
<br />BUntI C L3'EII WIN N N,
<br />DlRA OHTRIISId
<br />- 1/4` 0 x 7/0` CALX-14-SE ANCHORS, AS MANUFACTURED BY INC. (MIN. T'a 3000 P.COAL `)
<br />L POINT
<br />3/0` SOUO-SET ANCHORS, AS 0F5TRIE,UTED I)'F ALL POMt SCREW, DOLT & SPECIALTY CO. 12. STORM PANEL INSTALLATION %%ALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND 20NINC REQULATIGNS
<br />- I(M'.
<br />V
<br />(Min. Fc+•3000 pl.l.) PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />/14-10' PANE3350 ATE FEMME 10 & PMELMATE POUT MCFIORS, AS MANUFACTURED 8'r ElC4 CONSTRUCTION PRODUCTS,
<br />(AON_ 13 (R) THIS PRODUCT EVALUATION DOCUMENT (P.E,D.) PREPARED BY THIS ENGINEER IS GENERIC MD DOES NOT PROMUE INFOR.ATION
<br />pIP
<br />A FOR A SITE SPECIFIC PROJECT-, I.I WHERE THE SITE CONDITIONS DEVIATE FROM THE PCU
<br />CF AP-
<br />= 1/4"0 CF TAP -DRIP ANCHORS, AS MANUFACTURED BY TRU-.'AST CORPORATION {T'a�3600 pza..)
<br />A. 1) MINIMUM CABEDMENT OF TAPCON ANCHORS INTO POURED, CONCRETE SHALL BE , 3/4•: 2" TOR PAN£LAATE t-EMAtE le) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTUN. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCE
<br />BASED ON THIS FIZZ, PROVIDED HE/SHE DOES NOT WMATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />W AND PANEMALTE PLUS AND I 1/4` FOR CF TAP-Cl ANCHORS- CONsrrucrlON Sorry AT SITE is THE CONTRACTOR'S RESPONS1atury.
<br />A2) OAUC-IN & SOLID -SET ANCHORS SHALL BE DM EDkM 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO TO THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFTED.
<br />STUCCO SK-41 BE PERNMTTED. 1/4` 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST.
<br />No I• MINIMUM FOR WALLS WITH NO 5TU4'CO, AND MAY W HEADED SCREWS OR ALL THREADED SCREWS W/O HERO. W SITE SPECIFIC PROJECTS SHALL BEE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOfdE THE
<br />SUF MTN WING NUTS. ENGINEER OF RECORD (FAR.) FOR THE PROJECT AND WHO WILL. BE RESPONSIBLE FOR THE
<br />PROPER US{ OF THE P.E..D. ENGINEER OF RECORD,-ACI9M> AS A DELEGATED ENCPNEER TO THE
<br />A.31 IN CASE THAT PRECAST STUNT, PRECAST CONCRETE PANEL`, PAVERS, STUCCO OR WOOD BWRDS BE FOUND ON THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE, SrIE SPECIFIC DRAWINGS FOR RENEW.
<br />EKWNC WALL OR FLOOR, ANCHORS SHALL IE LONG ENOUGH TO BEACH THE MAIN STRUCTURE BEHIND MH
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED IN At) AND IN A.2). (e) THIS P.ED. SHALL BEAR THE DATE ANI) ORIGINAL SEAL AND SIGNATURE OF 114E PROFESSIONAL
<br />ENGINEER OE RECORD THAT PREPARED IT.
<br />(a) jrLE S Nc CGNCRFT ,&CLl WAIL AATN C SO,
<br />- T/4` 0 TAPCON ANCHORS AS MANUFACTURED BY I T WUAL 9OEX. INC. 14. SHUTTER MANUFACTURER'S LAaEl SHALL BE LOCATED ON A READILY RISIBLE LOCATION AT STORM
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709AZ OF FLORIDA BUILDING CODE. ONE
<br />- I/4' 0 a. 7/8' CALK-W ANCHORS, AS MA4UrACIUM BY OEWALT INC. (MIN. F -1504 Ps.;.) LABEL
<br />SHALL BE PLACED FDR EVENT' OPENING. LABELING TO COMPLY VAIN SECTION T709.9.2 OF THE
<br />- IJeO I. 3/4• SOLID --SET ANCHORS. AS D15TRRRITED BY AL POINT. SCREW. BOLT & SPECIALTY CO. FLORIDA BUILDING CODE
<br />(MIN.. ICPP.I.)
<br />- 11IT4-T0 PANELMATE FEMALE lD AN O PANELMATE PLUS ANCHORS. AS MANUFACNR@ BY FLCO CONSTRUCTION 181T DRAWING SHa4 ONLY � TIBEO TO�
<br />PRODUCTS (MAN, rc-2071 P,e I) .,A IMIi1jM11M61141" .. OBTAN PERMiy'S IN THE STATE i7F FtORIDl
<br />`.��+1a �"+,
<br />- i /4• a CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TIN -FAST CORPORATION A'~: A %/�
<br />Ti '.
<br />.. s.7
<br />B.r3 MINIMUM EMBEOHADtt 01' TAPOOW ANCHORS. EICC,Y PANELAATES AND CF CAP-GRiP ANCHOR, INTO rF1E .•'-v FLORIDA BUILDING CODE (High Velocity HLFTI'Icome Zane
<br />BLOOX ONn SHALL BE 1 4/4', 4 ° "� we 20 GAGE GALVANIZED STEEL STORM PANEL F''
<br />y
<br />4 '' S
<br />3MIIID, 157 DRAWN Wf.
<br />9.2) GELA-IN & SCUD -SET ANCHORS Sl BE EMBEDDED 71W INTO THE CQKPETE BLOCK UNIT NO DAee$N iT
<br />INTO STUCCO SFVRt. BE PERMITTED !/4" II-20 SCREWS USED SWILL BE , i/2' LING MIRROR 5HWti5 CO-^�...� a7tUMl7P2a
<br />__�._. C w
<br />GLOBAL PROTECTION PRODUCTS, LLD, ewe EXIST. AND t" MRMMUM FOR WALLS WITH NO STUCCO, s-Lt. "T-1"�'_"'=11_
<br />STA ` I L E CIr O
<br />Or - HIM a,
<br />>.�
<br />sr!�tL •. 't4 iti "''Y^'E172o r, IESfIMC a LMfHFIEiNIHa-cD1APaNY DAWE. R TTH14
<br />Ol( (} u m W. s. oar wau alloao- ,; „Ile IIHOWe 0s4MTa Tsy 1A 20-17fi
<br />tas4roes-e.,
<br />4 C1' rr sr, -Rua = : rx,3 ar+-ual aR+N.O+O NA:
<br />Y' cf"n'1'�H•.'., .CC
<br />xar mo aw ,o.w mr+rn- -
<br />yAhAr;/UtyA ,._to llo` rvAn,Ne/a1E IAlTERA TM., PS . mi.-w , - -
<br />-. Vn. _i - _ _ _ _ a, kT aFn
<br />PRDDTICT EVAILUA-1ION REPORT ONO. 3DA,MZ%:0i.
<br />$ MATERIAL CHARACTERISTIC;SAN_D SPECiFICATION:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176,
<br />7.. UMITATIONS_AND CONDITIONS OF U
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />an 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. 20ir1 Tti
<br />prepared by Tilteco; Inc. and signed and sealed by Walter A. Tillit, Jr„ P.E,
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />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. TOM, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />WATILL
<br />D;4 TILTFCO AOMON RECORDS 1 P. E. REPOFIT_20 TGLOBAL PROTECTION PRODUCTS, LLC N 20 GAGE
<br />GALVANIZED STEEL STORM PANEL) OftM 4 2D-176t REPORT #20-0728.01
<br />L �� IIVIC-
<br />TILLrr TESTING & ENGINEERING COMPANY
<br />WALTERA. nUI IT, IR, P1, tifteco(A801_Com
<br />PRODUCT EVALUATION REPORT FL RX W Na 44167
<br />,1-1r,n.L,va_ Nks4
<br />REPORT NO.:
<br />20-0727.02
<br />PATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB-CATEG IJ
<br />O
<br />Panels
<br />Storm arse s
<br />PRODUCT NAME,
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products. LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is`A Product Evaluation Report issued by Walter A. 711111t, Jr., P.E. (System
<br />ID # 1906)to the Global Protection Products, LLC, Rule Chapter No,
<br />51G20-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation,
<br />Thls, 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 Cade, and to verify that the product is forthe purpose intended
<br />aft 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 />Z1.PRODUCT EVALUATION DOCUMENT (P E b j
<br />Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL,
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 07127i2020. This drawing is an inte��fg tp+oE is
<br />Evaluation Report. `.�` - �. rl/t7j,,�
<br />?X,t , f� sir ': *
<br />'.y�c'Z, • xEORtad
<br />6355N.W.36thStreet,Suite305,Miami, Florida33166-Pboac.(305)871-1r33_ (A
<br />COMPONENT fQl�( EGlv1{aAR Ni LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-1')
<br />.-_--
<br />(TOTAL WWH)-- _ _..----_.__�._..,_.�_._.. _._._ ..._.-__.,, r.___._--,__,..____ .__15.196- (TOTAL WrDTNii_ ---_._.-____,__
<br />w
<br />I---._-12.5oo' (ERTECTW W877N,1--- '
<br />r _. i. 0"--'" '"--s.aSO -. ip,; ,.5D9' I _J ,, .^ "S'.
<br />/e, 1 :1+� ,,S i - , 1..AS0---7 �, Y., 0.03e' Tel#1.. THICK --1 35O .. y "
<br />_,
<br />�
<br />`P,
<br />MII1. K.Ic HEMMED v -GRADE 50 MPUM i MEY../,'
<br />o TH Hras
<br />'65T �.�2b'S7'
<br />.036'
<br />( 1. I
<br />r / t 2. d-6a V:
<br />tu, r
<br />+" {�y�;. EDGE �� I'>v7" ENE
<br />TG:7' GALVANIZED STEEL GAL AIM ) i
<br />�j� � � gk4 � �
<br />2.000' 2.000'
<br />A- ,
<br />A51M 863 TYA TYP F'
<br />� H M ""C - �
<br />T ,. DETAIL T
<br />W EM @ .'. NPAM@
<br />OETANL
<br />cMDE s0 LOMMITM AJ A.1
<br />^L� EDGE - EOOE CIO
<br />I
<br />G -60 GALV.
<br />AIL A 4 Lr�TAl1- A ,S
<br />L➢iT 8.8' . , 4$
<br />L--
<br />---- - -
<br />L_N, I
<br />Q STORM PANEL (tl END STORM PANEL
<br />--2.16Y--�
<br />- 1 -30' --1 �� PA7,F2Y END L+P --'-. , 1.230+.-`_-..,• t ,,DO'B .125' ,-..250."t10i SE18MES V4 5 .1�
<br />w/+EAIAFED EDGE _ . `~f f 4 ) 1 .10D' R a 11 —I I 1,125 1-C SRNS 614TED SS STW I8vp `.750'.--
<br />zsD TD Aw%E e e
<br />* MWL�' 'r i I f _. 12 1/A' O.D, 12 ,/7'�O.G • l
<br />ff` ±O.DB' - -ADO -_.
<br />� 3.375" .093" ---i' +
<br />.�' ' i i.500" 1.560•
<br />21 5"
<br />�„ _.� .083' .083' .09]' � 2.000' ,�IXAL 1 I =899' .938"
<br />��.2.__-,r,�"
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<br />8.250 " 1
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<br />-37V
<br />. *. * '�£ FLDRIDA BUILDING CODE Ht h Velocit Hurrlcons Zone1
<br />f T..�: ,_AC NICKEL _ Q¢ STATE F .49-C f P+"6 "UDR Al 2D GAGE GALVARIMM STEEL STORM PANEL F'
<br />AFAR 8r
<br />___ ?}SO' 12b ,:1875 PLATED WING NUT S"�.' CQ 04,_,�-
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<br />® 2"X7"X1 f4" AVERNARNELY, tSE "N o NUT w/dR Z� T'WTa YS
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<br />P'R' MI C1't'yAl, •ATr6NRmPt7RT f1, 2G-G7 7.02 2
<br />7.2._ TEST REPORT;
<br />Large missit Inpact load tests were performed undorSS7D 12-99 standard as
<br />per section 609.1 2-of the Florida
<br />p 1 Et to da Buildiri® Code, .Uniform static toads as per
<br />Section 1709-8,3, per ASTM E-33Q. Test re o s re sred Amedcan Testing
<br />p � p p by 9
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11102 witnessed by William
<br />R. Mehner, P.E.., Boriz Moroz, PIE. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, sighed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.P. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as,per section 16091.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.0140, dated Navember23, 2OiO, 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 b Frank Grata P.E as 'erA TM E-B n g y p S and Tensile Test as
<br />per QC Metallurgical Report No, iQKM-Y131B, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E; as per ASTM E-B'.
<br />3 STRUCTURAL ENGINEERING CALCULA'[iQNS•
<br />On 24 Gage Galvanized Steel Storm Parcel 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 12I18110 and 08/27113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr„ P-E,
<br />3 MISSILE IMPACT RESISTANCE:
<br />Large missile impact under section 1609.1.2 of the Florida Building. Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4 WIND LOAN RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall be as indicated on 'sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 1% 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 Panel has been verified for code compliance to
<br />work as anon -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />PRfiD T T V. T, AT1AN W.EfYRTN'Q 20-0727.01 3
<br />S'. 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. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15, 16 and I of 18, of Product Evaluation Document
<br />(P.E.Q.), drawing No. 20-175.
<br />6--MATERiAL CHARACTEi I"CSAND SPECiFICATIONS•
<br />Shall be strictly
<br />y 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. 20-175.
<br />7_,.I IMITATIONS AND CQIWDfTIONS OF U3E`
<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 (RE.D.), drawing No. 20-175
<br />prepared by Tilteco, inc. and signed and sealed by Walter A. Tillil, 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. Wit, Jr., PE, (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />WArLL
<br />D_1 TILTECC ADMON RECC
<br />GALVANIZEC STEEL STORM
<br />1/4, 2/4, 3/4. 4/4, 5/5, 7/5,
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