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I I I 11 I I11!Ih?IA I L
<br />ZI ILI ECO Ilvc-
<br />TILLIT TEt3TING 6 ENGINEERING C OM
<br />PINY
<br />--
<br />WA I I RR A. TTLLIT; JR.: P.E. -- tlitec.xaa:i.,: ern
<br />•,, P''. I_u':rue
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.D1
<br />DATE: Jury 28. 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: r
<br />AlQbal-Protoottgn Products LLC.
<br />4600 S.W. 51 Street
<br />Davie, Florida33314
<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 />61G20-3, Method I 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 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 SUBMTTED:
<br />2A. PRODUCT EVALUATION DOCUMENT (P.1 );
<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 07/28/2020. This drawing is an integral part lol'up"s
<br />Evaluation Report. NN,`L�rCT A, TI�Ear,,��
<br />s�Py„•....... (/1. �44
<br />- - ?.. ,,,tCEN,T, , , V
<br />--T - No. 44167
<br />-- :: F(Op,IOP.-\"IC,
<br />6355 N.W. 36th Street, Suite 305, Miarni, Florida 33166 - Phone: (305) 871-1530 ��p6r,s/PAL�1
<br />F INIUHHNL,
<br />PRODUCT EVA(I2
<br />2..2. TEST REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports It 96-569 dated 08/09/1996, #96-570 dated 09/1811996,
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04118/1998 and
<br /># 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, 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 />2.3.STRUCTURAL ENGINEERING CALCULATIONS:
<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 rational and comparative analysis, and it accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11/03108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WIND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas indicated on sheets 8, 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 25, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176.
<br />5. INSTALLATION:
<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 />*``����i�.i ..�l/T
<br />ai�=Q \%r- e .
<br />_jT�. ALA167 r
<br />7 * '<Ea
<br />=� STATE OF r /rS
<br />%11%,S8/0NAL NN ``�1r
<br />AI'l""II111MLW111"
<br />- - - __ _ -
<br />GENERA! NOTES: 93) IN CASE TIAI PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />111MD JIM WDAI>E aLMI® sTEa SOIIM 1 1119 OUSTING WALL. ANCHORS SHALL BE LONG ENOUGH To REACH THE MAN STRUCTURE BEHIND SUCH PANELS.
<br />• STORM PANEL SHOWN ON THIS PRODUCT EVALUATIN DOCUMENT /PED) HAS BEEN VERIFIED FOR CpNPLWICE IN ANCHORAGE SHALL BE AS MENTIONED IN OT) AND IN 82)
<br />ACCORDANCE WITH THE 7020 (71. EDITION) OF THE FLDROA BUILDING CODE (C) TO EXSRNG 1l44P. dIPE
<br />N. SCIFIC L +A La! Z&qx-. O
<br />i DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC-,. 16700E THE ABOVE MENTONEO COOS. - 1/4-0 TAPCON ANCHORS. AS MANUFACTURED SIT I I OU"U, INC
<br />PAIEEMATE FEMALE PAIELMATF PLUS ANCHORS. AS
<br />FOR A WIND SPEED AS ROUITITCD BY THE JURISDICTION WHERE TNEU SHUTTERS WILL 8E INSTALLED AND - /14-10 10 AND MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS
<br />FOR A DIRECTIONALITY FACTOR Kd-0.85. USING ASCE 7-16 AND SHALL NOT EXCEED ME MAXIMUM (A.S.D) - 1/4.0 LAC SCREWS PER NO.S.
<br />00401Y PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, 15. t9 A 7a - 7/16's . 5/8* WOOD BUSHING. AS DISTRIBUTED BY ALL PORT SCREW, BOLT A SPECIALTY Co,
<br />IN ORDER 10 VERIFY THE ABOVE CONptTON. 1AINIAFE DESIGN WIND LOADS DETERMINED PER ASCE 7-I6 C 1) MINIMUM THREADED PENETRATION INTO *000 OF TAPCON ANCHORS 5/4ALL BE 1 1/2- AND 2- FOR ELCO PANFUATE PLUS
<br />SHALL BE FIRST REDUCED SO AS.D DESIGN ONO LOADS B/ MULTIPLYING THEM IFY O 6 IN ORDER TO ART) PAWELMALE FEAALE ID.
<br />COMPARE THESE W/ MAX (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU U. 14, 15, 16. 19 A 20
<br />CZ) O LAC SCREW. INTO ME WOWFRAME UNIT Shall RE t 1/Y. R4RFMEa
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS PED AS TESTED WERE NOT OVER STRESSED, A 33R INCREASE IN ALLOWABLE HAETION
<br />ON INTO STUCCO OF
<br />PENETRATION IO
<br />STRESS TOP WIND LOADS WAS MU USED IN THEW ANALYSIS TASIENERS SPAC94C t0 WOOD HAS BEEN OETERIMNED IN PEAETWJ,iK,N INTO STUCCO SHL. BE CONSIDERED AS PART OF THE REQUIRED TRIREADED IIENEIRW.TION.
<br />ACCORDANCE WITH N.D.S. 201,e. C-3) MINIMUM EDGE DISTANCE IN LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />STORM PANEL'S AGEOLACY FOR IMPACT AND WIND RESISTANCE NUS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE A5 PER HURRICANE ENGINEMND A TESTING INC REPORTS 95-569, 96-570 ! 95-T30 AND C.4) MIA,MIIM PENETRATION OF WIx)D BUSHING SNMl 5/8' I/4' 0-20 SCRAMS USED SHALL �- t 1/2• LONG MINIMUM
<br />FENESTRATION TESnNG NAB ktG,. REPORT$ /20}2 A /2126 . AS PPOTOL'Ol5 TAS-201, TAS-207 ANO TAS-203. SH )Uto STUCCO EXIST AND 1' MINIMUM FOR WALLS WIRE NO STUCCO
<br />AS WELL STANDARDS
<br />NDARDS NEST IJIB a SOUTH GLDRIDA REPORT 102t9.01.-09, AS PER TAS 201, 7A5 201 AND CS) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE ETOS7 «
<br />TAS 703 STANDAtRDS.
<br />Wry. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MOWN STRUCTURE BEHIND SUCH PANELS
<br />2 ALL ALUMINUM EXTRUSIONS 10 BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SHEET 2 ANCHORAGE SHALL BE AS MENTIONED IN C, 1) C.2) A C 4)
<br />3 ALL ALUMINUM SHEET METAL USED At CLOSURES SHAH. HAVE 3105-H14 ALLOY. (0) ANCHORS SHALL RE INSTALLED Fa.tDWING ALL Or IRA RECOM6RNGNTIONS AND SPECFICATIo"s OF THE ANCHOR'S MANUFAL'TURER
<br />4 ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL. ASTW A-653 GRADE 50 MINIMUM. G-W 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />GALVANIZED STEEL CESIDNATIO N */TV- M 5 )m (AMR ROLLED). THROUGH 6) EXCEPT THM HCEDERS (I) A, a) SHALL Not RE USED
<br />5 ALL _CREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9 R SHALL RE THE RESPONSIBILITY OF THE CONIPVCTOR 10 ARIF7 THE SOUNDNESS OF THE STRUCTURE WHERE SHUmER S TO BE
<br />I DIN'Ee18 W/ SO KIN MELD STRENGTH AND 90 III TENSILE STRENGTH A SMALL COMPLY W/ FLORIDA BUILDING CODE
<br />ATTACHED TO INSURE PROPER ANCHORAGE THIS SH'_TER SHAH ONIV BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />SECTION 2111.3.3.4
<br />BIL04VG5.
<br />I B DOLTS TO BE ASIM A-307 GAUVAWIFD STEEL. OR AIS1 504 SERIES SIAINEFSUI LSS STEEL WITH 36 kai MINIMUM YIE
<br />STRENGTH. 10. EACH REGULAR STORM PANEL M'H LENGTHS OVER 6 -B THROUGH 12'-4'. AS PER SECTIONS 6, 8. 9 A 10 ARC ALTERNATIVES BW,
<br />A IOW ON SHEETS 5, 6 A 12 RESPECTNEI!. SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR
<br />ANCHORS TO WALL SHALL FOLLOWSTENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />(A) TO FXISTIG POUW OONCRETE I I THE INSTALLATION CONFRACTOR IS TO SEAE/CMN.N ALL SINTIER COMPONENT EDGES WHICH REARM, IN CONTINUOUS CONTACT MOH
<br />1/4'e TAPCON ANCHORS AS MANUFACTURED ITT I TIN WALDEN, INC (MI, VC-319Z P-:,.) THE BUILDING TO PREVENT MND/RAM WTRUSI N.
<br />i - , /4' 07/8' CAUK_IN ANCHORS, AS MANUFACTURED By DEWALT INC (MIN. I'c-3000 P.F.I.)
<br />- 1/4'0 A 3/4' SOUD-SEF ANC4M AS 06-MWJT D By ALL FOWL SCREW, BOLT A SPECIALTY CO 12 STOW PANEL UNSTMLAFION SF441 COMPLY N.M SPECS INDICATED W THIS DRAWING PLUS ANY BVILD04 AND ZONING REGULATIONS
<br />(IRn. C-3000 P..,) PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO
<br />- /14-10 PMIELM41E FEMME IO A PANELMATE PLUS ANCHORS. AS MANUFACTURED By ELCO Cowftucr10N PRODUCTS 13. (P) THIS PRODUCT EVALWTION DOCUMENT (P E.D.) PREPARED Sr THIS ENGINEER IS GENERIC AND DOES NOT FROMM INFORMATION
<br />(WIN. I c-33W P.;) FEW A SITE SPECIFY PROJECT; I •, WHERE TIC SITE CONDITIONS DEVATE FROM THE PC
<br />- 1/4'e CF TAP -GRIP ANCHORS, AS MANUFACIURED By "RU-FAST CORPORATION VC -MOD PIA.)
<br />CONMKIOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION[ 94CLLOING LIFE SAFETY OF THIS PRODUCT
<br />1 A1) MINIMUM EMBEDMENT OF TAFCOI ANCHORS 1N70 POURED CONCRETE SHALL BE t 3/4': Z' FOR PAMNEEAATE FEMALE BASED
<br />BASED ON THIS PED. PROVIDED HE/SHE ODES NOT COMTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />ID AND PANEMALTE PLUS AND 1 1/4- FOR CF TAP-GINP ANCHORS. CONSTROCTpN SAFEIY AT SITE IS THE CONTRACTOR'S RE-cPONSMny
<br />A2) CALK -IN A SOLID -SET ANCHORS SHALL RE EMBEDDED 7/8- *TO THE POURED CONCRETE NO EMBEDMENT INTO (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MOD1nO
<br />STUCCO SHALL BE PERMITTED. 1/A- I-20 SCREWS USED SHALL RE 1 1/2• LONG W41MUM SHOULD STUCCO EXIST,
<br />ND 1' MINIMUM FOR wALLS WITH NO STUCCO. AND my RF NFAOEO SCREWS OR ALL THREADED SCREWS w/o HEAD. (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RECIISERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH RANG NUTS. ENGINEER Or RECORD (E.OA) FOR THE PROJECT AND IRO VALE BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE PLED ENGINEER Or RECORD. ACTING AS A DFLEGATED ENGINEER TO THE
<br />A.31 N CASE THAT PRECAST STONE_ PRFCART CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON TNT PE.O. ENGINEER, SHALL SUBWO TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR RFVEW.
<br />EXISTING WALL OR FLO(Rt, ANrA10AS BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED IN A 1) AND IN A.2). (.) TINS P ED. SHALL BEAR THEDATE AND ORIGINAL SEAL AND SNRaArtIRE OF ME PROFESSIONAL
<br />ENGINEER OF EECONO THAI PREPARED IT
<br />i
<br />IS) TO 'VSONT. Rc QQ WA:L FAfN4 C_90.
<br />- 1/4' • TAPNN ANCHORS AS MANLFACTURED BY I T W BOULDER, HNC Hs UARE1 SHALL RELOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEL S TTERMAININ ACCORDANCE LABEL
<br />1 4' F 7 8' CALK -IN ANCHORS. AS MANUFACTURED By DEWILY INC (RAM. 1'r-I$00 PANEL SHUTTER N OR EVERY WITH SECTION 17DO C oP FLORIDA SECTIOFIUILDFN CODE IMF ALE
<br />/ r / P.s •) SHALI. BE PLACED FOR EVERY OPENING VBEI.PO t0 COUP,, Wn H $ECTON 1 TD9 9 7 U T]/E
<br />1 /F•• a 3/4' 501.10-$Ef •WCRHdC', ,t5 DISTRIBUTED BY ALL PDwr SCRAM, BOtt A 5PE{;AUY CO, r.OP.I]F, BUIIOMG CODE
<br />(MIN -,.-Iwo P-0 THIS M NG SIALL ONLY BE USED TO
<br />- I14-]0 PANCJ3AE FEMALE 1n AND vAHELMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRUCTION
<br />1 IIIIIFIFM/4ij OBTAIN PERMITS IN THE STATE OF FL(71tIDA
<br />PRODUCIs (RAM. rL=Zo71 P s.I) A11\.
<br />A. 7/(
<br />- I14' • CF TAP -GIP ANCHORS. AS MANUFACTURED FIT TRU-FAST CORPORATION AN,�E , ...>
<br />`/,
<br />:% FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />P�'• C
<br />B t) MINIMUM EMBELwEh^ DI TAPCON ANCHORS. ELCO PANEUMTES AND CIF TAP -CRP ANCHOR, INTO THE v '
<br />13LOCV JR" SHALL, BE 1 1/4' 2 :' '_- - .x iI tt__. -r 20 GAGE GALVANIZED STEEL STORM PANEL O, I, ".
<br />ND. 4
<br />8.2) CA A-N a SOLID -SET ANCHORS SHALL BE EMBEDDED 7/6- INTO THE CONCRETE TILDES UNIT No EI+B�MEFL{•7 167 -
<br />INTO STUCCO SHALL BE PEITWnTU '/4- ,-20 SCREWS USED SHALL BE 1 1/2- LINO MINIMUM SHOua p-P•CCO -'HOP
<br />�-.
<br />EXIST. AND +" MNWILN FOR MALLS WITH a snxro. w' .-. _ GLOBAL PROTECTION PRODUCTS, U.C.LCDIET.
<br />IL ECOm.
<br />.9, sTA or - «�,.,,
<br />- �.el f( A -w :P" P�.N.Fv P,RXR I+w -. n 20-176
<br />''', F D 0 IRA®. ,su. Alt E1,6.)eel-em
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<br />,, ss •••.. olAwa N3:
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<br />PRODUCT F.V At.UATION REPORT NO. 2U•0728.01 3
<br />06QAT-ERIAL CHARACTERISTICS AND 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 E USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<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 />prepared by Tilteco, Inc. and signed and sealed by Walter A. Titlit, 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. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of TilteGo, Inc. (Florida CA-0006719).
<br />LA,E,IIH1111N4N,ye
<br />sy�Q1'' JGENSF'' Z9.
<br />.4 _ -_ --__ __ ao. 44167
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<br />D:1 TILTECO ADMON RECORDS 1 P. E. REPORT.20 L GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />GALVANIZED STEEL STORM PANLLV DRWG * MI IS l REPORT W 20-0728.01
<br />110 ECO INc_
<br />TILLIT TESTING 6 ENGINEERING COMPANY
<br />WAITER A. TIL.LIT, JR, P.E. tilteoO@WLCOm
<br />PRODUCT EVALU TE� ION _ PORT e•P.r LiVaINN. 441.67
<br />FI,I.A. LWPx N0. a706719
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />(il4_t7aJ ProUctioD_Products, LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1.PURPOSE _OFLVRI UATION:
<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 />111G20-3, 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 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 8UBMITTED:
<br />2A. PRODUCT EVALUATION DOCUMENT {)p E.D,)
<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 07127/2020. This drawing is an integpT,ltp Io6W)J11s
<br />Evaluation Report. .``'•(En -.• • r/1(/j,%ate
<br />��* . _•�,\CENSF' i- la
<br />-�'�Q. •1-I167 �_
<br />/ _% STATE OF . 4
<br />%mac' •.fIORtOP .• ,k :t I
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 8711154'�hpI36j�89"t-1531
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2=1-)
<br />- _.. _ -. 15196• (TOTAL *VIM).- - _ - 15. 196• (TOTAL WIDTH) - -
<br />- _ _ -. -.- --- 12 500' (EISECTK WIDTH) -
<br />- _--i 1/4.- -- - __6.230•__._. -- _
<br />/ _.1 515p• - _f,�O-_ - 1.15a. - I Soo*
<br />" ' e - 1 350' -
<br />� 0.036' MIN. ENG{ - 1.350' -
<br />_ c aawm7ED STE1_L
<br />1 ; 7�. - Fsru -ra3
<br />/. 11 I -4 2:e31 GLVANOEO STEEL f/�- y J 2.lSY I H:-e0W GMV ED , /.
<br />2 IYP •� CE AMINI f 1.000 2 TYP.
<br />\,
<br />�� HEMMED GRADE ]O WlIWAIY GRAIL L) - ` HEMMED OETML �,
<br />' 0� EDGE G-IO GLV .'T- EDGE N -
<br />_ . _`_ ""` All. A - 48.r LMTAL A - . _ . /6.Q
<br />LL_ ______.._ _________] _. _-
<br />3]D• F 1. ___I
<br />-1.350'
<br />(D STORM PANEL 1A END STORM PANEL
<br />2.ter -
<br />I �, 3W
<br />1.25p - .� 2.107'
<br />PAAY15 ENO LIP ) 1,Z50' - .100' � ,7s. - ."a• - A*.-2A0. 130N S005 125
<br />W/ HEMMED EDGE. 1 .100' I.175' - ./50'-
<br />yh, It a, 1 - SS STUD RIVETED S.S. STUD RAETEO
<br />e-I/M. , , .730' I ,0 ANGLE o ro ARGUE • ,
<br />ti "IL 10.08' '0�' I, ,7 ,/,' OG. 12 I DOD
<br />- 3.375' .093' - .093- .OB3' .09;J--,
<br />125.2GOO'I,WSEAALI 9I 9I SEEM _..1.500•
<br />�OYSO- -j 2125' I 't25'r 1 1254 � I
<br />__.�N. R Q 379 1 , t 25'
<br />i3b' 1
<br />L._ -- r IAY1 R - 5 MO- _. - ,.500' - �1.500'--
<br />ISOMETRIC VIEW DETAIL A 3G -` L--2.o00• _-70�
<br />ROUNDED CORNER a ENDS or PANEL'S 200D•
<br />END UP w( HEMMED EDGE r NEO "h' HEADER O3 'U" HEADER 0 � © ANGLE WITH STUD 44 ANGLE WITH
<br />(N.T S)
<br />REVERSE STUD
<br />(. ._ —71 VAN
<br />SEE"
<br />op.
<br />1/14 a 2/14
<br />r6'F HOLE roll
<br />LOCATION AT
<br />EVERY PANEL ONERIAP
<br />7.000'
<br />s• NDNG
<br />I 250•
<br />- TOIO' -
<br />Q8 2'X7"Xt/4"
<br />SLUMLN-U)i
<br />F.344•
<br />1.380
<br />f.407'1. I ,. � ,,3. I
<br />N
<br />.957
<br />1 - ASK 055'
<br />0 KEY HOLE WASHER
<br />- 063'
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<br />GALVANIZED STEEL - _
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<br />PRODUCIEV A L L A171_IN R FMRT NO, 20-0727Af 2
<br />2.2,_TEST REPORT$;
<br />Large missile impact load tests were performed under SSTD 12.99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per AST'M E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Repbrt # 0814-01-01 dated 03/11/02 witnessed by William
<br />R. Mehner, P.E., El Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, 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. 1123.01-10, 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 sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofbno, P.E. as per ASTM E-8.
<br />2.8._g CTV_RAJ_ EIN G 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 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/18/10 and 08/27/13 (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 Florda 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 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, 10, 11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (RE.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.
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<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 Cn`1
<br />_
<br />sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document I`�
<br />(P.E.D.), drawing No. 20.175.
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<br />6. MATERIAL CH A ARACTER r 1STIC5 A D SPECIE
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<br />Shall be strictly in accordance with General Notes and Components indicated on
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<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. O
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<br />Anchor specifications shall be as indicated on sheet 1 of 18, of Product -o ig
<br />Evaluation Document (P.E.D.), drawing No. 20-175. c WJ
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<br />7F11M1TATJONS AND CONDITIONS OF USE: `° m
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<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, cated `!' R N
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 5 w d N
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<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. o aI
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<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ON y
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<br />7.3. Product shall only be installed into poured concrete, concrete block, an = -P
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<br />Product Evaluation Report prepared by Walter A. Tflllt, Jr., P.E. (Florida LiZ.. M
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<br />No. 44167), President of Tilteco. Inc. (Florida CA-0006719). o-
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