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<br />/T-1—ME-00
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WAT TER A. TT LL17.7R. P.E.
<br />lilteco u 7.OGm
<br />NL PY: Lk¢mA \A 719,
<br />.P.C�t Lwew Nu. I00*7I Y
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July.28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB CATF-aO RY: Siorrn Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Dlol)al Protectlon Products LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida33314
<br />PUR 9 POSE OF EVALUAT[Q�I;
<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 />61 G20-3, Method 1 D of the Florida Department of Busine-ts and
<br />Professional Regulation.
<br />This product isrb being e ng 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 Cods, and to verify that the product is for the pp u'r ose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision incase of
<br />a Building Code change that may affect Its limitations and conditions
<br />2. EVIDENCE, SUBMITTED;
<br />11, PRODUCT EVALUATION DOCUMENT W.E.D:I:
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco; [no,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 0712812020. This drawing is an integral part,-1pllsA
<br />Evaluation Report. ..101,.tx b Tr.
<br />NO. 44 67
<br />6355 N.W. 36th Street, Suite 105, Ali". Florida 33166- Phone: (305) 871.153,D
<br />PROD17 T Eei.:�&�k,.S(Ja>v>J �-•pd�i'l'lYr?:3Q-tJ7 R D :. 2
<br />2.2. TEST REPORTS:
<br />Large missile Impact
<br />a mis•aild fatigue t tests
<br />ue load t s were performed uncleProtocols
<br />9
<br />underTAS
<br />201, 20
<br />3 as persection 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS
<br />202 Protocol, Test :reportsprepared by u'c one Engineering
<br />Testing, inc., Reports # 96-569 dated 08109/1996, #96-570 dated 09/1811996,
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />P.E-, Fenestration Testing Laboratory, Inc. reports# 2032 dated 04fle/1998 and
<br /># 2126 dated 10/ 1 se A5! 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />021901-09, dated March 4, 2009, signed and sealed 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 />2A STRUCTURAL, EMI iGINEERiNG CALCULADONS:
<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 oo rational and comparative atalysis, and accordance with
<br />section 1616 of the Florida Building Code, Calculations prepared by Tilleco, inc.,
<br />dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3 MISSILE IMPACT RESISTANCE;
<br />Large missile impact under section 1026 of the Florida Buildin9 as per
<br />er
<br />TAS 201 Protocol.
<br />4. WIND LC)ADS RESISTANCE:'
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length sha
<br />ll be as indicated an sheets $, 10; 14, 15,
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176, I u Max m m Anchor , Spacing shall be as indicated an sheets 8, 9, 10, 11,
<br />14 15 17 8 9 25 an 2 1 1 20 d 2 of 6 a Product E 6 _ , ,f rod valuation Document (P.E.D.),
<br />drawing No. 20,176.
<br />A. INSTALLATION:
<br />installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />Indicated sheets 1 1 nd led on hee s 8, 4, 6, 25 and 26 of 26, afProd uctEvaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />GENERAL
<br />83) 94 CAM THAT PRECAt STOW. OR PRECAST COWRIETE PAWLS, STUCCOWOOD StARDS BE FOUND ON �
<br />GLN1D MIl l) en; R71]WI PWN�Mt
<br />COSTING VNLI, ANCHORS SHALL BE LONG ENOUGH TO REACH THE STRRUCTURE BEHIND SUCH PMIEL4.
<br />1. STORM PANEL DOGOMET P 0. HAS SEEN F -
<br />.E. ) VERIFIED FOR COMPLIANCE IN
<br />AHCHaLACE SULL BE AS MENTIKNED IN B:1 AND
<br />) N 82)-
<br />WITH THE 2 20 h EDITION) OF THE
<br />TIE 2020 (76* EDITION) THE SECTION BU NO CORE
<br />ACCORDESIGN
<br />(G)
<br />DESIGN WIND LOA05 r.A4MJ. !# DE
<br />WIND LOADS S
<br />TERMINED FD AS PER SECTION 1620OF THE ABOYE MENTIONED C00E.
<br />FORA WIND, SPEED A5 R EIY THE JURISOICTWN WHERE THESE SNIJT7EN5 WI,L i`NSTALLEO AND
<br />- 1 4 a TAPCON AHCNORS, AS MAUFACTUREp SY I-D.�T.1 N.DEX, INC.
<br />- #14-10 PN#Et;MATE fEMN.E # AND PA1�7,;NATE PLUS ANCHORS. As rM1NUFACIURED. BY EI.CO CON59'RIfCRON PRODUCTS.
<br />Fide A 011ECT,ONA.OYFACfOR Kd•0:65. USDiG ASGE 7-16 AND SHALL NOT EXCEED THE AM" (ASD.)
<br />- 1f4 p kAY: SCREWS PER N.O.S.
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, 15, 14, IS A' 20.
<br />- 7f1e N t/JW WOOD SUSHM. AS DISTRIBUTED BY ALL: POINT :SCREW. SOLT it SPECIALTY GO,
<br />IN ORDERTO VOWT THE ASOVE; CONORION, ULTIMATE LIESEN WIND LOAD$ DETERMINE!) PER ASCE 7-16
<br />SHALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER TO
<br />C.1) NINDNLM °RRWEABOEO PEWETPIATDN INTO WOOD OF TAPCON ANCHORS SHALL / 1/2' AND 2" FOR El;CO PANU1AMTE PLUS
<br />COMPARE THESE Wf MAX. (A5D) DESIGN PRESSURE RATING$ INDICATED ON SKE S 7 IRM 12. 14. 15. 16, 19 A, 20.
<br />AAD FEMN..E D,
<br />ORDER TTf THAT ANCHORS ON THIS P.E.O. AS ri3TFD WERE NOT 04ER STRESSED. A 33R I7CRl;ASE N ALIQIYA$E
<br />C.7) MINIMUM OF ) TI•IR0A0® PENETRATION t+i0 ;GREW, INTO THE Woo) FSE0.VE tIN17 SF1M:A, BE 1 1/2*. NO THREADED
<br />P093PATON INTO STUCCO SHALL at CONSIDERED AS PART a' THE REQUIRED THREADED POWIN ION.
<br />S WIND L
<br />STRESS FOR W9ND %CADS' WAS LJOL, USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD tihR SEEN ffkTE7arAPEO N
<br />ACCORDANCE WITH N.D.S. 2075_
<br />C.3) MINIMUM EDGE WSIANCE OF LAC SCRIM, , INTO WOOD WALL BE AS NOICATEO IN THIS DRAWING
<br />STORM PANEJ.'S AfEQUA [ FUR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF
<br />THE ABOW MENTIONED COME AS PER HURRICANES ENGINEERING h TESTING INC, REPORTS S 116-869. 96-570 & 66-TIRO AND
<br />CA) MINIMUM PENETRATION OF WDOD RUSHING SHALL BE 5/8^. 1/4' 0-20 SCREWS USED 9W.L,. BE 1 1/2' LONG ARWUM
<br />FO"IP1TION TESTING LAIL 1NC., REPORTS J2032 a: 02125 , AS PROTOCOLS T,4T-201, TAS-202-M70 TAS-203.
<br />9aWND STUCCO EXIST, AND 1' MINIMUM FOR WARS WITH NO STUCC0,
<br />AS WEtl AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT /02,901-09. AS PER TAS 2D7, TAS ZD2 AND
<br />TAS 203 STANDARDS.
<br />C.5) N CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOND ON THE COSTING
<br />2 Ali. ALIIMMMA.t E%tiA>STRMLS t4 BE 8083-78 ALLOY AND TEMPER. (UNLESS OTHERWISE ROM). SEE SHEET 2.
<br />WAIL, ANC DRS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHIORAGE SHALL BE AS MENTIONED IN C.1), C.2) 4 C.4)
<br />3. ALL ALUM"" SHEET METAL USED. At CLOS 4 0 SHALL HAVE 3105-H14 ALLDY,
<br />(0) ANCHORS WWI BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AD SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />4. ALL STEEL SHEET' METAL PANELS %HALL HAVE STRUCTURAL OLIAWY STM_ ASTM A-653 GRADE So MINIMUM, G-60
<br />GALVANIZED 51EE4 DESIGNATION W/FY- S" W (AFTER ROLLED)•
<br />6. PANELS WAYALSO BE1N5TA7,LE6 HORIZONTALLY FOLLOWING. INSTALLATION DETAILS SHOWN ON SECTION 3 7HROGN 10 (ISLETS 4
<br />THROUGH 6) EHCEPI THAT HEADERS I'd At SHALL NOT BE USED,
<br />S. ALL SCREWS TO BE. STAINLESS Srm. 304 OR 315 N41 SERIES OR CORROSION RESISTANT COATED CARSDN STEEL AS PER
<br />Wj 80 W Y91;LD STRENGDN AND 90 W TEASEL STRENGTH do SMALL COMPLY Wf ROM BUILDING CODE
<br />9. R SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS THE STRUCTURE WHERE SHUTTER IS 7D BE
<br />SE50018
<br />SECTION x4i .3 ].4.
<br />ATTACHED TO INSURE PROPER ANCHORACE. THIS SHUTTER SHALL ONLY BE ATTACHED To CONCRETE. BLOCK OR WOOD FRAME
<br />BUI DING&
<br />6. BOLTS TO aE ASDA A.-301 GALVANIM STEEL OR AISI 304 SERIES STAINIX33 ! MEO. WITH 36 WI M U01" YIELD
<br />STRFHOJT;.
<br />10. EACH REGULAR STORM PANEL LENGTHS OVER Ir-O THROUGH TERNATIVES �•
<br />AS PER SECTIONIL EMANKIND
<br />7. AJIOFIORS TO WALL SHALL BE A5 N7JLLOW5:.
<br />&VASIH2_
<br />9W & IOW ON SH R EC'MYY. SGALL VAX A LEGIBLE J00 READILY VISIBLEINSTRUCTINGOOWNER OR
<br />TENANT TO SECURE BAVEiS WITH APPIJCABLE REINFORCEMENT DURIN.. PERIODS OF HURMCANE WARNING.
<br />(A) TO Ea451WG POURED COFiCT AS
<br />11. THE INSTALLATION CO IS TO SEAL/CAULK ALL 94UMR COMPONENT WBES WATCH REMAIN IN CONTINUOUS CONTACT WITH
<br />- if4"0 TAPCMkR AMOH0R6 A5 MANUFACTURED BY LT.W. BSILDEX, INC. (M'., #'c®3THY2 paij'
<br />THE SUWN0 TO PWVW WI010AN NTlBLSION.
<br />7f6" CAX-N ANCHORS, AS MANUFACTURED E1T DEWALT NG. (MN.. Pc®3QHp7 P.sL)
<br />- 1/4"a , 3/4" stt€O_ ANCHORS. AS DISTRIBUTED BY ALL POINT SCREWY, BOLT do SPECIALTY GO.
<br />12. STORM PANEL INSrALLMIQN SMALL COMPLY WITH SPECS INDICATED IN THIS ORAWWO PLUS ANY BUILDING AND ZONING HEGUGTONS
<br />(Win. r-3000 µAA )
<br />PROVIDED BYTHE 3MR TON WHERE PERMIT IS APPLEO TO;
<br />- tlThfO PAlELA1ATE FLAME D d PANEUTAIE PLUS AMCFIORS, A5 MANUFACTURED BY'ELCO COFS7R0CIDN PRODUCTS.
<br />( Cr„3350
<br />13. (P) THIS PRODUCT EV'ALUAPWN DOCUMENT (P.ED.) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROMDE. INFORAAATION
<br />- t/4`9 CF TAP-SEARP ANCHHORS, A5 LWVUFACiIARED BY TRU-FAST CORPORATION (rte36O0 P.xi,)
<br />RA
<br />FOR A SITE SPECIFIC PROJECr: I... WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO.
<br />A1) MINIMUM > 7 OF TAPCON ANCHORS INTO PORED CONCRETE SHALL EE 1 3/4 ;• r FOR PANFLMAIE. FEMALE
<br />(D) CONTRACTOR 10 BE RESPO %LE FOR THE SELECTION, PURCHASE AND KNSFALI.ATKMN INCLUDING IJF'E SAFETY OF THIS PRODUCT
<br />BASED ON TIOS- RED, PROVIDED HE/SHE DOES NOT D6kWIE FROM THE CONDITIONS OUAILEO ON THIS DOCUMENT
<br />0 9I7 PAEMALTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCHORS.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSBIR(.
<br />A.2). CALX-IN a: SD D-SEI ANCHORS SFWI BE EMBEDDED 7/8` WINO THE POURED CONCRETE NO DOER" INTO
<br />(e) THIS PRODUCT OWAATWN DDCUMENT WILL BE CONSIDERED INVALID IF MODIFIED
<br />STUCCO STALL BE PERMDTED. 1/4• 0-20 SCREWS USED $HA.L BE L 1/2" LONG MNMUM SOLAD STUCCO EXIST,
<br />NO 1• MIIWUH FUR WALLS WITH KI STUDCO. AND MAY 1F HEADED SCREWS OR Al INREADFD SCREWS W/O HEM.
<br />(d) SITE SPECIFIC PROJECTS SAU BE PREPARED BY A Fi.DWdt REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH WING HUTS•
<br />V404EER OF RECOAD (EOJL) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE PID, ENGINEER OF RECORD. ACHING AS A DELEGATED E40W TO THE
<br />A3) IN USE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEVA
<br />EXISTING WALL OR FLOOR ANCHORS SILL DE LONG ENOUGH TO REACH THE MAN STRUCTURE 804ND SUCH
<br />PANELS. ANTE SMLL. ENE AS MENTIONED IN A1) AND W A2).
<br />(4) THIS PX-0. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PROFESSIONAL
<br />ENGINEER OF MORO, THAT PROWED R.
<br />(S) TD r mNG Mx W�H c+u
<br />_�,-�T:ON6TT2 S8
<br />- tf4- 6 TAPCON ANCHORS AS MANIFACTURED BY I. T. W. BUAL.DEM, INC.
<br />at. SINTER MANUFACTUHO3Y5 tABEJ: %HALL f3E LOCATED ON A READILY MSISLE LOCATION AT STORM
<br />- 1/4' A X 7/8" CALK-N ANGIORS, AS MANUFACTURED BY DEWALT INC. (MIN. ("*00 "J.)
<br />PANE% SIiUT7ER W ACCORD4NCE N7TH SECTION 1709,a.3 OF FLORIDA BUILDING ODDS, ONE LABEL
<br />BE PLACE OPENING. LABELING TO COMPLY WITH SECTION 1705.0.2 OF THE
<br />- 1140 X 3/4' SMA-SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW. DOLT & SPEGALLTY Co.
<br />CODE VARY
<br />FLORIDASHKLL
<br />- �Y4-10 PANSIXAT6: FENAHE D AND PARELMATE PLUS ANCHOR•', AS MANUFACTURED BY "0 CONSTMXWN
<br />TTBS ORAWRNG SHALL ONLY BE USED
<br />AI
<br />PRODUCTS (MAN. 1'.c-2071 µ6J.) AA11MH#NIMa ":DBTAN F'ERMTTS 1N IEIE STATE OF nDTaOA
<br />- 1/4` a 0IF TAP -DRIP ANCHORS, AS MA NVI ACTLRED BY TRU-FAST CORPORA7WN 'tr%A � t A,,71 *4.
<br />SF'•..
<br />^
<br />0•1) MININLIA r.N�'iLVIFOIT OF TAPCON ANCHORS, ELCO PANEIMATES AND CF TAP -STOP ANCHOR, INTO THEE s'•``�tD
<br />FLORIDA BUILDING CODE (High valatI y flu cons ZODa
<br />�...
<br />OLD" UNIT STALL BE 1 1/4'. %"
<br />.
<br />4a�n4 lalLra. A+a.
<br />2D GAGE GALVANi2ED STEEL stew PANEL
<br />N0. 4
<br />D.x) CALK -IN &Sam -SET ANCHORS SHAD. fE EMBEDDED 7/6' #Ni0 THE CGNCRE7E @f.00IS UNIT. No EMUS**
<br />INTO $I%= BE PERMITTED. 1/4- SHALL
<br />167 = DMW W.
<br />T
<br />47a
<br />SHALL 0-20 SCREWS USED BE 1 1/2- LORD MINIMUM S,
<br />EXIST. AND I* MINIMUM FOR WALLS STUCCO.
<br />LOBAL PROTECTION PRODUCT'S, LL.C. py,L.
<br />WITH No
<br />57A
<br />�L
<br />OF ADD IV. a, sow
<br />aw, a *t e, 1 r, m9 x 1" P%M {gs, 73 tom' 20-176
<br />: % CWISW-
<br />�!y-5+.�,/•••• ra-Goons.
<br />°uc'6`LTma,,'A,TMMN.
<br />thA" _ R-7.1 aErr , a.28
<br />EK STINfi F
<br />CONCRETE
<br />CONCRETE
<br />awRFD.
<br />Mwl
<br />Al a x .a 6 •► i_ A +i 6 i A
<br />0 THROUGH a)
<br />q--'- v,}, 11.> aA O CmL txu7GIIEIE ANG10R6 '---E.O-•_ WIDOM
<br />(BEE ac EdxE w1— TILE AW ca L
<br />1 a) SIaE75 6 7MNDIAFM /) \ 5HFE1G a TNfaNWN 6)
<br />S'+AI.E 3fam7 SCALE 3f6.t SCALE "1"'. BCN.E Sja«1
<br />E.D. (�"SCHODULE ON
<br />SIX son"1
<br />N� 1 SHEETS $ & B)
<br />l 7 a � NerF t'OFT CDMB,AUTIDM LIF �Ff7ROtls;...
<br />aeeA 2'Ir oa r 001/1hNIY TOP do BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SLIT ANY
<br />'W``aA"(tt A-•Ttj,r INSTALLATION.
<br />-
<br />DL Tp A TEON_ 7AdRl NO_;2D•8T N,_0, >3
<br />6. M,ATERIAL CHARACTERISTICS 1 Q SPECIFICATIONS:
<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. LiMITATIONS AND CONDITIONS OF USE.•-
<br />7.1. Shall d be strictly In compliance with General Notes No. 1 8 thru 14 IY R,.indicated
<br />an Sheet o 2 well
<br />6 . # 1 f 6, as e, as General Notes # 1 thru4 and 11 thrU 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Dooument (P.E. D-j, drawing No. 20.176
<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 Waiter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167). President of Tilteco, Inc. (Florida CA-0006719):
<br />WATILL
<br />CO TILTECO ADMON"RECORDS 1 P. E. REPORT_20 l0L0BALPRaTEGTION PROD LICTS;. LLC 120 HBA©E
<br />GALVAN M STEEL STDRMPANEL1 DRA10 *M17fil REPORT # 211-0728,61'
<br />�Tl �FE .:O
<br />TILLIT TESTING & 9NOSINP-ERING COMPAN
<br />Y
<br />war.TERA. ri r,tzx, JR P.E.
<br />kit tecv
<br />F[,r.r, T•
<br />FRC7Il ' �J_CT E
<br />nce VALT)ATION REPORT
<br />FLL.A.Lkq¢s
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY( Shutters
<br />PRODUCT SUB -CATEGORY- Storm Panels
<br />els
<br />PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURERS Global Protectit6ri ftduigs.,LLC
<br />4800 S.W.51 Street
<br />Davis. Florida 33314
<br />1. PURPOSE OF EVALUAIJIM
<br />This is a Product Evaluation Report Issued by Walter A. Tlllit, Jr., P.E. (System
<br />ID '# 1906) to the Glottal Protection Products, LLC, Rule Chapter No..
<br />1111 G20-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation,
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify:that the product Is;forthe purpose intended
<br />R p R
<br />At least equivalent to that requited 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. EVIDENCES S U MIT-fEDt
<br />2.1, PRODUCT EVALUATION DOCUMENT (P.E.13)_
<br />Drawing No, 20-175, titied "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared byTilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.;' dated 07t2712020. This drawing is an inte�t Ei l�I E4h)s
<br />Evaluation Report. r'R(1M ��1f�AA,x
<br />7 _. *_
<br />STATE OF
<br />DR
<br />635m`Y. 36th Suiet, Suite 305, M am, Florida 33166 Phone: (305) 871-1 11tAC30rYt1-1531
<br />COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS
<br />(SCALE-1/2-1")
<br />(TOUL YpRtin �--•.- k8.,a8' (TOTAL M7DTN)-
<br />»,.,,
<br />i l 6.25o^-------------1.
<br />"
<br />a
<br />r"'k.3)S0'^
<br />- VA �,
<br />: 1..
<br />i •. ( T % . `'t`y
<br />F
<br />� » 04W . 14CR'.: � ji , ORS HEMM
<br />2� { ASTM A^083 s.. '^ 2.I`(r� �
<br />j 2.667 04YANEEC STEEL EDGE :'. 1 2. 57, 0-00 C4Y,
<br />�'
<br />v6IEDGE6 50 MINIMUM
<br />EDGE 4-40 CA.Y � CODE r
<br />48.5' Li�T , 45.e'
<br />-------------
<br />5TO M PANEL S END STORM PANEL
<br />....,DO-
<br />PANELS END LIP $� .125' .760' 1 4'e-20. ila�-20. 725`
<br />WJ !#dMKD EDGE f i 100- "so" f �, 125" SERa3 S64 5
<br />.'Aa6/SM
<br />a' �, 700'AN"ME OAETm 76 0 7
<br />tOQ. 12 1/2' 121j2"OA �!
<br />1 , e
<br />.083' 3"
<br />2.17 1.846• F`_`_` T .5•
<br />E#.125.
<br />2.7 SES
<br />2.125- .Da3". i ' 0C'FAI t 11ELLL 1 I
<br />S i
<br />I 11-
<br />.37
<br />r r }� 'i'„_..,�_.__„_.....,.5" Mmt, _... r7.,5D0'-••k.506"
<br />X9111lllklllT DETAIL .H ^
<br />RDUMOEO CORNER q ENDS. OF PAMs
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<br />_ S
<br />I
<br />I TIE A1Si /�1►� LOSAL PROTECTION PRODUCTS, LLC.OF
<br />NrMs, 461p S,1W, bl $TRF.T'
<br />IR10R.;r "W -r .� NA roW-90 w PHONE- ta1.16was sFft malsnam 20-176
<br />PRdDi7Gl'IN:VAI:i A17A7+1121CP0'RT Nd 20-D72702 2
<br />PRpDrt T trei.. A ONRF rTt, O.20-0727A2 3:
<br />2-Z TEST REPORTS:
<br />S. INSTALLATION:
<br />Large missile t load't
<br />g sells Impact eels were performed under SSTD 12 99 standard as
<br />^
<br />Installation shall be performed strictly inaccordance w,t h details indicated on
<br />p Y _ca
<br />per section i6O9.1.2 ofthe FloridaFI Building Code: Uniform static loads as per
<br />sheets 3 thru t3, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />{ j
<br />:Section 1709:8.3 r A - 3 per ASTM E 3 0. Test reports prepared by American Testing
<br />_ , .
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />Lab of South Florida Re ort# 0814,01-01 dated 03/11! 2 witnessed William
<br />p 0 by
<br />sheets 3, 6, 13; 14,15, 16 and 18 of 18, of Product Evaluation Document
<br />R. Mehner, P.E_, Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />(P.E-D.). drawing No.20-175.
<br />0719.01-09, dated February 2-5, 2009, signed and seafed by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 243 as per section 1609,1.2 of the Florida
<br />SPECIFICATIONS'
<br />Building
<br />ui n9 Code. Test Report prepared by American Testing Lab of South Florida;
<br />Shall be s#rictl ' in accordance with General .Notes and Components indicated on
<br />Y P
<br />Report. rt. No. 1 2 . - d
<br />pa 1 3 01 10, date Navember23; 2090, signed and sealed by Judo E.
<br />sheet 1 and 2 of 18, of Product Evaluation Document drawingNo.
<br />(P.E.D,),
<br />Gonzalez, RE,
<br />26-175.
<br />Tensile test report No. 9CM1 98 by=G2C Metallurgical, Inc„ dated. March 13, 2009,
<br />Anchors specifications .shall be as indicated on sheet 1 f 18 of Product
<br />P a ado..
<br />signed and Sealed
<br />n ea ed b Frank Grate, P.E as er ASTM n`T Tensile
<br />g Y , p and ensil a
<br />Evaluation Document (P.E.D,), drawing No. 20-175:
<br />par QC Metallurgical Report No.,1 Oi4MA318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING Cp�L&ULATIONS•
<br />7 1,
<br />LM ITATIO�IS AND CONDITIONS OF USE
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<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 />on sheet 1 of 18 of Product Evaluation Document (P:E,D.), drawing No. 20-175
<br />section 1884 of the Florida BuildingCode, Calculations prepared b TAteco
<br />P R Y
<br />r Iteco c.
<br />prepared by In and signed and sealed byM1tallerA Tlfl(t, Jr., P.E.
<br />Inc.,:dated 12/18/10 and 08127113 (for this revision), signed and sealed by Waiter
<br />A Tiillt, 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 />3. MIASILE IMPACT RESISTA�IIC>s
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />Large m' section 1609,12 _ ells 1m act rider $ iona the F a ' Building is u t f I ndaCode,:as per
<br />g pR ,
<br />wood frame structures.
<br />SSTD 12-99 Standard and TAS 201.
<br />Produet Evaluation Report prepared b Waiter A. TfilYt Jr , P;E.(Florida License
<br />4. WIND LOADA RMTANCE •
<br />No.4.4167 President fTilte Inc. Flori
<br />),o oo, ( da CA 0006719)>
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />AIH1)iTl
<br />0"p
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />A, 7Jlrrllt�isy
<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 thru 1
<br />and 18 of 18, of Product Evaluation Document(P,E.D'), drawing No:2tt-171:
<br />e
<br />�-'j�7
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />;k -
<br />work as anon -porous storm shutter assembly, as per SSTD 12.99 Standard.
<br />_
<br />wATTLL �,,� . pp
<br />D�1 TILTECO ADMON RECORDS 1 P, E. REPORT.20I OLIAAL P d �N P Q 5, L'y�ep�AGE
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<br />SW/10, 6W/11 & 7W/11
<br />-•_,,,ANCHORS: FOR CONCRETE SEE.SGHERULE.ON SRESTS 8 aN a— 3'
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<br />FOR SEE SEGT'IDNS DN S1EET5 tO E !7'
<br />W00D
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<br />'i 1W/10, 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, SW/ii & 7W/11 l
<br />AiCHM: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 k a
<br />FOR W 1 SEE SECTIONS ON SHEETS 10 6 it
<br />REGULAR STORM PANELS M & t1lA ELEVATION
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<br />III
<br />Nc. 2D GAGE CALVANIZED STEEL STORM PANEL FP,
<br />'BY;
<br />PROTECTION If11.O&4L PRODUCTS, LLC. °!
<br />M ENC. WO SA b, STOW` 20-176
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<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET a
<br />FOR WOOD SEE SECTIONS ON SHEET 12 ��
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