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. /T ILT E-0-0 IN TILLIT TESTING & ENGINEERING COMPANY - __ WATTER A. TILLIT, JR, F,F tilte�o@aol.com FL P. . Lunrus Na 44147 �t CA U.- N', 0006719 PRODUCT EVALUATION REPORT REPORT i 20-0728.01 DATE: July 28,2020 PRODUCT CATEGORY: Shutters PRODUCT $UB-CATEGORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER. %QbAl-prolaawn-PrALU91-11.11, _C. 4800 S.W. 61 Street Davie, Florida33314 1. PURPOSE.OF EMLWTION; This is a Product Evaluation Report issued by Walter A. Till Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Cocle� This Product Evaluation Report shall he subject to review and revision in case of a Building Code c1lange that may affect its limitations and conditions 2. EVIDENCE.6USMITTED; 2.1. PRODUCT EVALUATION DOCUMENT (E1.E.D,)* , Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tifteco, Inc,; signed and scaled by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part o'UPIS Evaluation Report. 'OtOlt IfyFo �,#k _��.Pk A. tl� e �,,,,, * *� ........ / ,;�W* � , - ,"!��'.o' e '. V" I 1. � __ I_. -It- .., _��'_ ___",__,4_ �_ - . 01 lvly�,� I ----- - 7��`--If�`-NO,441157 . 'i , '7�,,'_e-�_ -7-,* - ,_ ,� 40- C�� ,* :* � � . , , - __ -1 16. - I 6355 N.W. 36th Street Suite 305, Miunt, Florida 13166 - Phone: (305) 871-1530 -'?,;�,Atl RRL)DuclywAL 2 22 �TESTAEPORTS; Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section `1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0908/1996, 996-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P_ E., Fenestration Testi Fig Laboratory, Inc. reports # 2032 dated 0411 6/1 998 and # 21 26 d ated 10105/1 998 witnessed by Gi I be rt D ia mond, P,E. a nd Repo rt No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo LaWospada, P.E. and Henry Hattern, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc,, dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2-.3-.-$-TRVCTURAL ENGINEERING CALCULATION$ - On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs- design Wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 161 0 of the Florida Building Code. Calculations prepared by Tilteca, Inc_ dated 11103/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., RE, I MISSILLIMPACT REMSTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RM1[STANQE- 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14,15, 17, 18, 19,20 26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. UNSTALLAITIQN; Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 2�, 24 and 26 of 26, of Product Evaluation Document " 1P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, '0�1II41INJI"A", "k," ?� N T141IFTe" ,-`� .. ,� I 1�eY ,-.:.,-.- ` I/ �,, � ,Z::k� .., , -. 5P s. j,�� ,� �_ 1 _, \Z E N,9,6 ,.� ,_� 7 - — ' Z "_- : !!E�74_Zt��W44167 " = _ - - - � , - r- . . - �7/� . _� * -, * = /I , �� 5 . = I __ -o -._ � �. z - _ STATE OF `0_- IS 11 �, -,k� - P �, .. I I ,,,�O�--, iOR�S3 ,'�.,�,,A, ,,, e, , - _1 t . , .6, ... - 0 -"- ,,,,, .810 "' ;� S, ....... NA'E. ,01' jH1111011"k - 2lQaEML_N=_. 8 3) 94 CASE THAT PMECAW MONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE POUND kN THE O" FOR I .." EXISTING WALL ANCHORS SKAFI BE LONG ENOITGH to REACH THE MAN SlRHC7URE BEHIND SUCH PANELS, I STORM PANEL SWAN ON NIS PRODUCT EVALUATION DOCUMENT IF ED.) HAS DEB VEINM POP COMPLAKCF IN ANCHORAGE SHALI BE A, MENTIONED IN S. 1) AND It, a 2) ACCORDANCE WITH THE 7020 0IN EDITION) OF THE FLORIDA BUILDING CODE �W�_;�_�E` a AM' FC) IQ - _G90br ��M= _Vg�� /4�11 TAA RED BY I TW ELLILIDEX, INC DES "NO LOADS SMALL BE DETERMINED AS PER SEC' ,tQN 1520 OF THE ABOVE MENTIONED CODE, ION ;iio FOR A WIND SPEED AS SCOURED By THE 4URTSIDICTION WHERE HAPSE SHUTTE�RS W&I BE INSTAIL"r AND PANaMAIE FFAWt M AND PARIFI-MATE PLUS ANCHORS, AS MANUFAMRED LFf EICEL CONSTRUCTION PIMOCtS FOR A PRECTONALITY FACTOR Kd-O f*. USING ASCE 7-16 AND SHALL NOT EIN-FEG THE MAMIAUM (ASO ) - 1/4-. LAC� SCMEWS, PER N O'S, WIGN PRZSSURt RATINGS INDICATED ON SHEETS ) rftMU 12, 14, 15, 16, 19 & 20, - 7/16*0 y S1W WOOD BUSHING. AS DISTRIBUTED BY ALI. PQlIR SCR 0, CC EW V LT a sPECTALPY . IN ORDER TO VTFFrY TNE ARM CONDITION, 4AFMAFE DESIGN -0I LOADS DETERMINED PER ASCF 7-16 SHALL SFr FIRST AMDUCCO TO A.S.O� CIMMN WIND LEADS By MULTIPLYING THEM BY 0 6 IN CREEP TO C 1) MINIMUM THREADD) PENETRATION INTO WOOD OF TA"CON ANCHORS SHIULL. BF 1 1/2� AND 2' FOR ELCO PANELMATE PLU�S COMPARE 114M W/ VAP� �--50) OESFDN FIFFEV.SAFF, RATINGS INDICATED ON $HEM I PIANO 1;, I., i5, te, 19 & 20 ANG, FAMBI fri'ALE 0, IN ORDER TO VERIFY THAT ANCHORS ON THIS PEB AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE r ,'� MINIMUM TIIREAW FENT-TRAPON OF LAO SCREW, IN70 Rit WOOD FRAME ORF SVAJ_L RE - 1/2- NO n1PEADED PENETRATION INTO SCCO S4AL_ BE CONSIDERED AS PAST OF THE FR AIDED QI,HME�T THRE PF ENCTRA TON STRESS FOR WHO LOAD- WAS NOT USED IN THEM ANALYSIS IN , FASTENERS SPACING YO WOOD RAS SEEN DETERMINED ACCORDANCE WITH NAS, 201 a. C,�) MINIMUM EDGE 01-5XANCE OF LAG SCREWS, INTO WOOD SHAIL BE AS INDICATED IN THIS OFAMNI; STORM PANEL'S ACEOLW-E FOR OWNCT AND WIND RESISTANCE HAS BEEN VERIAM IN ACOWDMCE WITH SEEODN t&Z6 n; THE ARM MENDONE-0 CODE AS PER HURRICANE ENGINEERING & TE�SNG INC IkVPORTS 96-569, SO-570 & 96-T30 AND CA) INNOALIM PENCIRATON Of WOOD BUSHING SHALL BE 5/8� )/A- 20 SCREWS USED SHALI St ! 1/2- LONG M+WMLV 'EST F -Too LAS Ot� REPORTS #202 & #?126 . AS PROTOCOLS TAS ,AS-202 AND TAS-203 ENMRAPEN ' , -201, T SHOULD STUCCO Ut5T AND I' MINIMUM 'OR WALLS WITH NO SlIXXO, I AS WoU AS AMERICAN TPEST LAB Of SOUTH FLORIDA REPCIRI, 1IM9.01-09. AS PER. LAS ZO I, TAS 20, AND I 'AS 203 STANDARDS, C 5� IN CASE THAT IV,ECW STONE. 09 PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS SE FOIJNO ON THE EXISTING 2 ALL ALQMINUM EXTRUSIONS TO BI 6063-1`5 AILOY AND TEMPER, (UNLESS OTHERWISE KOTEDH SEE SHErT 2 WALL ANCHORS SHALL HE LONG BOUGH TO REACH �E MAIN STRUETURC BEHIND SUCH FANDS, ANrHC_*AGE SHAU BE A$ MEMOONED IN C, 1) C, 2) & CA) I ALL INLOMINUM SHEFT METAL USED AT C,050RES SHALL �AVE 3105-HI4 ALLOY. (Q) ANCHORS SHAL- RE M-STALLIFIT, FOLUGW.NG ALL OF �-f RECOMMIFFIDATIONS AND SPECIFICATIONS Of THE ANCHOWS MANUEACTURER I AU. STT_EL SHEET META4 PANCLS SHALL �VFI STRICTURAL QUALITY STEEL ASTM -65�� cRADE � MINIMUM. G-OG 0,LVANIZED STEEL DESIGNATION W/r 58.5 - 4AFTER ROLLED). 8 PATIEtS MAY ALSO BE INSTALLED HM70I FOLLOWTNG NMAU.ATKT, DETAs.r SIQWN ON SECTION 3 THROUGH 10 (SMEt, 4 EMPOvG4 6) ixcEm vw MEADERS(Z& TI SHALL NOT BE OSFV 5 ALI SCREWS TD RZ STAINLESS STEEL "4 OR 316 AISI SERIES OR CORROSION RESgSTANT COATED CARBON MEL. AS PER CAN 50018 W/ 50 ft YELID STMEWTV AND So Us, TENSILE STREN1901, & SHALL COMPLY W/ IJORIDA BUILDING COOE 9 11 SHALL BE TME RE5PONSIBILITT OF THE CONTRACTOR 10 VEMFY THE SDUNOIFM� OF THE STRUCTURE WHERE SHUTTER IS TIT BE SECHON ..,I 3A. ATT,kFEG TO NSURE PROPER ANCHORAGE THIS SHUTTER s,A� mi, BE. ATTACHED To wicAirr, BLOCK DR *coo htwi SUILITTK35 6 60LIS TO BE ASTM A-101 CALVANIZIDO STEEL, OR AS'I SO4 SERIES SIAMI_EEr STFFL WIRI 36 �; MLMMqM rELL, SIMENCIII TO. EACH REGULAR STORM PANEL WITH LBUTHIS OVER S'-B lHAOUG4 12'-4*, AS PER SECTIONS 15. IL 9 & 10 ANC ALTERNATIVES 8W. %W & low ON SHEETS � 6 & 12 MESPECrIVELe. SNAIL HAVE A LEGIBLE AMD READILY VISIBLE MARK114C INSTRUCTING OWNER OR 7 ANCHORS TO WALL SHALL BE AS FOLLOWS , �BANY, To SECURE PANELS WITIN APPUCABLE REINFORCEMENT DURING PCMODS OF HURRICANE WARNING CA) IQ,_QFrSrM_XQUSU,1_�,Q_WW� 11 T14E iNMNLA"ON 4DITTRACIOR IS TO SFAE/CAUL� ALi SHUMR CtAlPoNn'l, DISCS WHICUI REMAIN IN ."InKTINUOUS ("ONIACI WITH - I/-'# TAPCOUA ANCHORS AS MANUF ACTOPED 01 I T,W BUILMA, Oft- (MII, F-314.2 I ) THE fO P�. BUILDING PREVENT WIND/RATR INTRUSION - 1/4' 0 - 7/6' ,ALX-IN ANCHORS, AS MANUFACTURED BY DEWALT INC (MIN 1'_VxV p.I) - 1/4"t x J/4* SCvO-ZET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT 4 SPECIALTY CO 12 STORM PAND INSTALLATION SHALL COMPLY WrFH SPECS INDICATED AI IHS ORNWING PLUS ANY OVANND AND ZONING RESU"TONS fM,"` C-3000 P,."-) PRCVCED Sf THE JUMSOACTION WHERE PERMIT IS APPLIED TO I - J I A- 10 PANELKATE FEMALE 10 A, PAMM MATE �LOS ANCHORS, AS MAKUTACTURED BY ELCE, rGuSTREI0.3. PREVJCJS �MIN. 1,F-3350 P-) 13. (a) THIS PRODUCT EMULATION DOCUMENT (RE D ) PREPARED B, TIivs ENGINEER is Cc�llrRK AMC, Dot-, NOT PRomuL iRTORMATKIN - 1/4�O Cr TAP-CMIT AVI�HORS, AS MANLFACIUREO BY 7RUASTT CORPORATION (I'v-36CO I, 1� � FOR A SITE SPIECFPC PROJECT, , A WHERE THE SITE CONIPPONS REVIATE rROM THE P E.D (b) CONTRACTO TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSLAI INCLUDING LIFE SAFETY OF THIS PRODUCT A 1) M IMUM EMBEDMENT Of 1APOON ANCHORS IWO POURED CONCRETE $HALL K_ 1 �/4': 2' FOR RANELMATE ;EMALE BASED ON SHIS P EZ. PP DED HE/S iE DOES NOT OM41E FROM 'RIE CONDITIONS OCTALED ON THIS DOCUMENT ID AND PAMEMALTE ;'LOS AND I 1/4' FOR CF TAP -IMP ANCHORS CONSTRUCTION SAFETY AT SITE IS TKIWAACTOR'S R[SPON5FMnY X7) CALK -RI & SOLO -SO' ANCHOR' SHNLI HE EMBEDDED 7/6- INTO TIHE .0,M0 CQKRM NO EMUEDMBI INFO W -IS MFEDUCI EVALUATION DOCUMENT WILL BE CONSIDERED [NVAIUO IF MCDFIED, STUCCO SMALi BE PERUTTED 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONC MINIMUM SHGULD STUCCO EXIST, NO I* ."MUM FOR WALLS WITH NO STUCCO, AND MAY RE HEADED SCREWS OR ALI, TKMEADED SCREWS W/C HEAU, HH S�i SFECTFIC PROJECTS SHALLI IS-, PREPARED BY A FLUJOCIA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME fI1E BIT WITH WINC, NOTE, ENGINEER OF RECORD (E.0-R) FOR THE PROJECT A40 WHO WILL BE RESPONSTS'E: WOR THE PROPER USE OF THE P-EV ENGINEER OF RECORD. AICPUC� AS A DELEGATED EFIC4NED1 To THE A .1) IN CASE TLIA-, PRECAST STONE, PRECAST CONCRETE PANELS. -AVERS, VIUCCO CA .0GO BOAMOS BE FOUND 0. THI P ED ENGPT�O, W041 SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAMNG-5 FOR REVIEW EASTI"�' WALL OR ,1_00R� ANCHOF�. Sk&U BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEVII90 SUCH PANF,,S AN0IORACE SHALL BE AS MENTIONED IN A 1) IIND IN A�2), Iti THM P LEE SHALL SEAR THE DATE AND ORIGNAL SEAL ANT SIGNA`,RE Of THE PNOFE��-K)NAI ENGINEER OF RE`oRC THAT PREPARED IT (S) 101WIPM 11 DE_,i=b._W&L_&aLW�f1n99 Q" /,. , � AP," ANCHORS AS MANUFACTURED BY I I W 6UI INC, "' SHUTTER 144HUFACIURER'S LABEL SHA_' BE LOCATED ON A READILY VISIBLE iOCA�PGN AT STORM PANEL SHUTTER IN ACCORDANCE Wffli SECTION 1709.9 Z OF FLORIDA SOILDPRO ONE ONE LASEIL - 1/4' 0 * 7/8' CUUK-LN ANCHORS. �S NANOFACTURCE, BY DESALI INC (MIN f',I500, p, SKALL I'LACED FOP -,HF- BE EVERY OPENING, LABELING TO CONIFILI WOM SECMX IFM.P,2 OF - I /4 0 X 3/4- SGUO-SET ANCHORS, AS DISTRIBUTED BY kL POPIAT SCREW, ROLF & SPEC,k� CO FLORTak aVILIWAD luor (III C-1800I P'.31 -Zi N 1 - i�U ' - 174 10 PARELKAn FEMAII LU AND PANFLUATT PLUS ANCHORS, AS MANVFACTOkED 91 El -CO COTASHFUCRON ..Y BE T'7 r ."I" STATE f FLORIDA � RO ""IM00110044, DUCTS �MN, f'-2071 PiI') F - � /4' - CF TAP -&MP ANCTROIS., AS l"VFACTURPD BY FRU-FAM CORPORAPON ,0. i-r .1 A, wz-N'. � I �,_p_,: . . - - - ,V . . . - IFLORIDA BUILDING CODE (Nigh veloefty Hur cc" Z.re) S 3) MIMMVM 0AREDMEW OF TAPCON ANCHORS, ELCO PANDLUATES AND CF TAP -GRIP ANCMR, INIQ HIC C04 . ��r, � 1 - . I------ 13-OcK UNIT sHAIi BE � ,/.-, 41 ".1 I - �, 'IV,. ft.� .0 I I'l, 4 20 GAGE GALVANIZED STEEL PANEL .'. STORM - , . NO. 4 167 � " 8.2) CALA-M AT SOUD-SET ANCHORS SHA,I SE EMBEDDED 7/8' IWO THE CONCRETE BLOI UW, NO 1 1 Fa E . IT /_Ao___,__ ----\ INTO STVC�CQ�$IEALI OF PERMEETUD 1/4' 4-20 SCREWS USED SHALL BE 1 1/2' LONG MINPAUM SZ11BM11.c. - � , ��C_ ]1.1:1':.;.J FAIST� AND i MiNMUM FOR WALLS, WT. 140 STUCCO, - , GLOBAL PROTECTION PRODUCTS. � . TIT -a" _-:� �_�, - 00, . ::: co , Ill -. STA OF -E;,r---__ ______ I/ * INC, IJ .PT_ 11 sTRIM - '-o,, ,�, , _ IMCEI=�-r�jfl �, III �" 1-1 1-,, 1 - - ZO A�AeF-4- A` o� - - _Wvs! . PNORE tRH)__, - (F.)glNelTn 211-17S -,, r� ,. I - C-)_ 1. FKTI111- I . I ,Vsl� I -_ -_ .1 , �10-n _OaCIIII. L-.-%---t-----=--�----�i;7.-,.4--,'1 - '116� '. A � A '�. I ---4t ""'i"ft-M. I - E i - . I _ -..�,'.11��V_ " I T-W I. �, - . � I I I =-LZ— I ERQDIM11YALVATION RMW INO, 2 M-1,01 I 0, MA�TERIAL CHARACTERIST AND$ Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheet5l, 7 and 21 of 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176, 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in Compliance with General Notes No. 1, 8 thru 14, indicated on sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of`26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilleco, Inc, and signed and sealed by Walter A, Tillit, Jr,, P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Coca. 7.3. Product shal I only be installed into poured concrete, concrete block, and wood frarnestructures. Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License No. 44167). President of Tilteco, Inc. (Florida CA-0006719), ,,%V"IIIIfNN,, ,"' �k N T144 ,e�`iix ,I��Y. %_ /� 1?I . ,Z . 4� I - - , �p A A Z�, . , w, - , , e - -:, , _7L - -- Z� , ' :' \��ENS '�.' ik I Z 1. ____ ___-S=!�_�-t�p. 441 I �_1!;a_____ -1 = , ______,f--1_* 1__ --- * - * z -2,14 1 .,-Iz,,�C- ' ' , - -,--. 2�'3P,41,�'-. STATE OF .1 � Z 11 _Ztl , I %130<,.-.-,'10RV1,* , , , e� - 1. %,"I S/64 � 'I, 40,1111 I I vill WAT'LL D;� T;LTECO ADMON REOORDSA P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC � 20 GAGE GALVANIZED STEEL STORM PANFU DRwG 420-176 k REPORT #20-072,6,01 / "I" __1L TE _0_01 N C \� I � TILLIT TESTING & ENGINEERING COMPANY WAT:MRA. TIL-LIT, M,PE, fifteco@aol.Coun PRODUCT EYALLIATION REPQRT R.P-r Lk.-N. 44L6? fL,C,&.L,,NkI.A56?]9 REPORT li 20-0727.02 DATE: July 27, 2020 Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATIONI This is a Product Evaluation Report Issued by Walter A. T11111111t, Jr., P.E. (System 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No, 6IG20-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affad its limitations and conditions . EVIDENCE SUBMITTED: 2.1, P Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., i dated 0712712020. This drawing is an inteuVV! Ii , t 1, , Evaluation Report. ,I,",�-,v ".. kzlN, 1, I - . ". ,�,, . - ,�, - �,--"t� .�y,E�S_ � -, ��7 1 ,� - - `__4 -- '. I � 14;;�� - - - -44167 I �, ,% , '. " * :* 7� o�� A , " , �1, "*-. 0131113 "' 'w" i<1 * ........ 11" 63,55N.W, 36thStreat, Suite 305,Mtuni, Florida 33166 - Phone: (305) 971-ilti , (3 . -1531 ' L . I CQMPONENTS FOR SEULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-l-) - _ __ -_ - - ______ - - - 1 15.196� OCTAL WIDTH) - - - 1. I I - 1. -11 -- - - -- , � , - - -- -- 15 1 96- (TOTAL WIDTH) I 1. 1-1 ____ __� I - - - - __ , _- - - 12.50or (EFFECTIVE WMTH) , , - _____ - - .___._ L I : __ __ - .1 ____6 I/C , _ ,--- I --I---,- : 7__ ___ - - --,--- ,6.2w.. - ______ ___ I , - 1 7-I_%1'O, I , , 11 7 1 1 1 PO, I 11 - I - 'IF , f- - I �__ - 'A- �u , , 2 657� , I i , , K - ll t I I / ,= =L "I, /9A1;M_1Ai6_S\3 ,,�,._ i �1,500- 1 . 1 '4'N., �, ____ , -4. 1 1, , e . I "\ F - � ,_N�r 40- HOMvp ,� I - EW ' / � e .117-1AW-_ _ � - - - �#,Qk,.7111 - , 1 � I ; - sk ,w- e ,�, � - t �)\� I soo. -, ,., acaa* WN. THICK I- 1 .350, - ,�'N '� . I GALVANIZED �� ", -N,, AWN A- ' � GRACE 50 ME Z ED". r' 150, , G-W W ::,I ME 11 " , "I I . 2_000 .26? t� X � HE... ;� - 1, \ \ 2.wo, DETAIL I�j ' 24-�- 4 , - HEMMED yp� % I : I �'r , I 1 - - EDGE IL -WAIL A [ L , GRAM SO MINIMUM I \ \ / 5-00 GAVVI % , AILS' \ %1� \-,- / I , "I _,�IETMLEOGE A . a,TAUL - I � I `7' Nt', I � _ - -------- -- - - - - - n/ i ; - - L1 LAO ,.3k* - - - - - __J - I � - - � . - - � - - - , . ��, So. - - , _1__6.2W____,____1. - _J T STORM PANE 0 END STORM PANEL -- ---2,187' -- � ,� - I � I , 3111 I- � PANa S END _YP �1 W/nEMsAEV EDGE: .� -, , ,� 1 17 ---,-.--------. " 125as� ,�, . . - 7 11 I- - . 1.250' I ,� f :: .100, P a. - 2.187� - ' ,125' I,,- SO, __L_::�, . -� I J!l!)* - 114-0-20, ,2 , %., I -f - 30A SERIES SERIES 150. .,L25' SS MUD RIVETED S.& STUD FACTILD - I ">, - . _- ,/�..-_ , - , , .e- '/ , ' �'� ` ��:: - A __ � � ._�, "'.., I --------- L,:!!!'= , - - - I , `�, , 10 08 F-T571- � ' � - ' 3.3,5� "'. � I F � ; I I -093 - I- I . , COO I- 1L 51. I I M ANGLE 0 TO ANGLE a I � i 12 112 O.C. u ,/7, O.C, la_� ___l - I IF- , - ISOw t "� "�� - I-- - - �_: L ' � IF '41 <,�, . � 11 i 2 , //' -1 0150 - I � , 1 ,/, HEMMFQL� , � &, �', _ . I , 11� [ A74 -_ ? 1'2 � OE3� I I ,� 5 - - L , 3?5 ' - !,�_ k I , I , , � i 126- .11 - - �i ga, �139' -il I onow. I I a I r�S.1� L '_-Wk_,;� I , - , , j � F I ISOMURIC I � - WEN DEML 1, 4 I )L_ - � I I (IV / Inu a _w< , Lzow"- S, M-, I - . -1 - 1.500. - L-1,500--i ,. ROUNDED CORNER 0 ENDS OF PANEL'S ,ff. - END UP W/ HEMMED EDGE, (-q'% �� (�) vl� (�) ANGLE (q ANGLE WITH STUD # AM= WITH (FET S) \t/ OWME SIUD I 14AIES , DUE DET � - 1/1 , A, 2/14 ,� 4- IF344" � '3SO . I , �8 1,4117'1-161' , 17'5' /_3 - [ -_I - 11,".- OML Top EWA �374* Me PANEL 188�1 . F I- -__.___'-, Y L_ IT i I ' - : - __ - " )70. .656 �1:�4' "'. .188�_ .- i -310' - I - lff4 _T' " . SAID 750' - OW 1/4'21% 30d BERM _... - _SS MUG I- To , I ASCII 0 12 1/2� OC I I 1 � T , I- ( - - L_ t , . - - I ISO I , i � 8--i ) O'. : I ' � - '063, � 1.343' ,062 . , _._ "�_ _ I I , � I ,.� ,_ r I '50 _ f�_I G iiiii� I 5115"' 'CLE FOR G-TUD "PANIE"LOIAT ; 7957� ` - \ 093.1 ! ',I , 25- 0. 08 , .I.. '. , - I I 50, I I EVERY AAR . - I I - ARI. W* �� r-" KEY HOLE WASHER --I-- __J - _:% _1 , izi:; Z I � --- 2.D11' - -- I _ --- - __ 1_' oac� - -TIP.) I . 7.000 I kl�i) - - O63, ____ - '-"� "E" TEng Ali I1V (9 a46- 'E" TRACK (1) FLAT WUQ I I I D.0319' (W. I - - LDSA* fr - CALVANIZED STEEL - �- ( --.-- -1, --, . Yl%kOIN044, 1�44,t ik;.1`141/1�11N,, WITH 51UQ I " . - - - - I I I ) 01.041�1� "' `�,,yl:,, � IU� ' � - ' 1, 1 7 I !I-. ' 'O .875'. ' I , , , ' � I 811SL-1/ M,�_ - A�P_l , tris -� . - " I J� , - � �. . - � _J J= *' � : No. 44167 % c I L��+ _j ,�Ii� I 1: Nl�� I = *,' :*= I � * ., . , FLORIDA BUILDING CODE (High Vatoelf�y NO, tcane Zone) : - I- 111- - - .06V_ _ZANAC NFCNiL , 121�_, 1 -7i'R75. PLATED WING NOT - S1. ---------f __ I TIME, STATE 0 .�`Qc C AIM !A,-��'-.. , 44_0 Z wmd 1"'In-m W_ _ 20 GAGE GALVANIZED STEEL STORM PANEL VP 05ANN er� - (�� , KEY HO -,� qi,� i1ovqIiI,�.."N' - --"------ - �111." -,-2.ow- - 8W III 4 �� t��_ AT PAN ,,,;� �i,g!�!� _� lot ��I�!. GLOBAL PROTECTION PRODUCTS, LLC, ", (9) Z'XZ'XIZA* AWMIRUM ANGLE ALYESMTVELY� 'SE WNC NOT W/OuT MONDUTIC WASHER -/ ADDITIONAL , 01. M_, , 7 , 1, I 4�_ .RMA, am S ", 51 SOILET, Osm , 313. P10C )GIM-11141, F�� (95,00NI-MIT 20-176 " , I . 7/rN`3/,32* k"SHER BTTAINU:55S STED. OR W�D. P.YM SITILL .1 0 - P L SV4,esNAA'M/cATE , okoma � !�-1 On. 6vn-i ==# - I I - I- - , � smurn-orm I I I -PRODUC Jr EVA LUATION REPaRT NO, 204727.0 2 ZZ TEST REPOli Large missile impact load tests were performed under SSTD 12-D9 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814AI-01 dated 031111,102 Witnessed by William R_ Mahner, P.E., Sort, Moroz, i and Henry Hattem, P.E. and Report No. 0219.01 -09, dated February 26, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocois TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julo i Gonzalez, P.E. Tensile test report No. 9CM-198 by 00 Metallurgical, Inc,, dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTIM E-B and Tensile Test as per QO Metallurgical Report No, 1 OKMA 318, dated December 1, 201 0 signed and sealed by Jerry Jaciol'ano, P.E, as per ASTM E-8. .3.3 TU L WIP11:011J41.11AIII-11, ,-,--,- On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, arid in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/1 8/10 and 08127/13 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E. 3. MIS,91LE IMPACT RESI31 AN F: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. MOND LOADS RESISTANCE-: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 118 of Product Evaluation Document (P.E.D.), drawing No. 20-175, Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thrui 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175, 24 Gage Galvanized Steel Storm Panel has teen verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. fRODUCT WALL AT D-NJ"FORT NOE. 20-111M.02 3 "NSTALLADO-W Installation shall be performed strictly in accordance with cletaifs indicated on sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6,13, 14,15,16 and I 8 of I 8, of Product Evaluation Document (P.E.D,), drawing No. 20-175. t. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on � sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. "' ell I Anchor specifications shall be as Indicated on sheet I of 18, of Product � Evaluation Document (P.E.D.), drawing No. 20-175. I to CP 7-MMITATIONS AND CONDITIQNS Of USE: �J :::_I 61-11 7.1, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 = prepared by Tilteco, Inc. and signed and sealed by Walter A. TIM, Jr., P.E. 0 -C3 := 7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES 0 10 0 :;r as defined on section 1620.2 of the Florida Building Code. 0 _r_- C , ., . =-,- C :1 0 0. 41) 7.3. Product shall only be installed into poured concrete, concrete block, and r Cc C.J, I Q wood frame structures. - co 1-4 -0 U_ �,_ 1�S= ,0 C= - C-A - = Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E, (Florida nse Ln 0 C-.* cc (A No. 44167), President of TI fteco. Inc. (Florida CA-000671 9�- .CZ .t - .,c - :�: - C'. 03 C: I'lN1010IIIIIIINt"I .e! S A 1.� 1§ C, O�WA A T141 t1% W t> . A I /111S r .Z �� 1, !� .. ........ ��.,.V� C9: '..." - i ,-,,�. .� � �.``�\C�EN , -; - - IT � c , 3 I __ Q� . S;;:,�_ ___ , S 'o - - - -U - = .e � -. S - �__:� _ "IT7 �, 1�.v , , ; �Z__� � t, 7� , .'I.E�c"P ( - - - : , : - - Co - - 11..'�� V,�::_ - * : * E �� Cc WATILL " _c.l - 0 D'I TILTFCC ADMON RECORDS i P, E. REPORT.20 � GL9BAL PR'0"i�lqm PWAS, 1. " � E c: R - � 2 GALVANIZED STEEL STORM PANEL I DRWG#20-175 � REPORT#2D-092VVV iiA cc 5 06 ` 9 0 . . � �.. 1, 0- IIZZ 6NAI '-"'I- 0 , 1/4. 2/4, 3/4, 4/4, 5,15, 7/5, 1M_1W/1O, ZW11O, 3W/10, 4W/10, 6/5 6W/11 & 7VV/II kT 75W/10, r __ _ _ ANCHORS, FOR CONCRETE M SCHEDULE ON SHEETS 8 III 0 - - - --Y M&K- I- I . MIN - FOR *000 SEE SECTIONS ON SHEETS 10 & 11 I" MIN, 1 ___ _____ I I 0 , 0 � . ____ , ----.-.----.- D � M �, (�) I (�-�), 4 + f _!__7-_ I -7.1-7-1-1--, I - , I � � ' _l___T___1__l_ � - -, __ I I ' "' ! � -1 P-7- -, � -_T-7 -77--111- , , F I I � I �f I � , ,I __9 � 1-1 -, -7-1-1---t-1, i I ---- 7 1,!)+ � 6 117-1 - , I I � �, I i ; I � I : I � � � - . I � I 1 1 1 1 "1171 � I _T --- T--!,,— F I ; � � I I I 1 1 1 : � ; 11 I , : � I J � � 1 � . _1 _1 71, i I i � I : � I I � I � 1 1 i I ; 1 i I 1 , � I � � 1 � , z � I . t i i I - L Ill. �;!'Illl lil ! , i I I � i 1 ? 1 1 3; 11 i ; 11 I i f I , I 1 : , I i .. ; ; i i i ; I - . - ED I L L 1_111 I-' lil 11 i - , LA I I , I - ___ - , - I - I � J _1 : �__ __ � 8 I .T� IT- � !�' !- T- i I � T 1 . I I I . I -I __T ' 7 � ' ]_ ' __ ___ -, -! I - 1 ; , , - , � I . � - , I I 1 F . ! -4' ! 1 1 . I E 1 � I . , � i � - - - � � 1 1 . i I r ; � � . - I 1 .L � . i . - - , � � f � I. 1 � . I ,. � � i I ; , f 1 � 2 � i i � - 4 ,-- -! - I I 4A),, � 1 i - - � . r I - � ; ; I + I ; f I - I : I ! . � I I 1 1 � i . i i � I ; . 1W � I 5 � i I . i � . 1 i + . ; � t , � ; , I I W . I I I , , , I I : , i i I ; � - I - I - : - - - I . . z I _-� : , � � I ! I I I , I I I � 41I ; I 801� � � I - I ; I : TED PikI Vil 4/0:7�.i� . : I iLINBOLILD PANELS I � � 1 1 � i I I - " ; I i I ! i I 1S.S. M.S. BOLT W/ 7/8- . 3/32- �I I � I I !(SEE SECTIONS AS i . I : I i I 7 I WINGNUTS 0 EA. OVEXAP x I i APPLICABLE) � I � ! ; ! I � � ' ' I � I ! (SCE SECTIONS AS APPLCABLE) : 13 , � j I , 1 t I , � I I i 1 i I , 1 I I I , I 1 , : I , I 1 1 :, I i - : - _ � I . � , 1 f ; ; I J �- L - , ; L � �_ 1 - I � - � ; - L __.. � __ i ,: - - __ - , L - - - - - , - � I - . I - _V _ 7,� - I � i - � �-- � - __ __ _�_ I _! __ I , , .T, �� , i F I. ` . 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S ____ -_ -1-0,-. 20 GAGE GALVANIZED STEEL STORM PANEL rp DOM, 8` . . .. .*= .. SECTION A-M * : * e �. - r'TI-LrE C _0' 071n/go - - S�_ ,- N'T.S. -Ot 1 - - _-GLOBAL PROTECTION PRODUCTS, LLC. IMEE_ It __ -, SL �.. II., I 1P. -I .- - I � AWDC 1`*, 51 IMeM _... . 1,0 ,_ WME, TIL Msl. ,�, , . TILUT TESTING, Is BOMEMMO IN , 0 o R to* LL 20-176 -,, ;�� .. ........... - - -..---,... P ["�,�F�� T.: (�)W-1097 -----I __ ,,,, Ss - � / - - - � OPR -.1 ____ CAMMAC Us """, III Ik I- ,-�_T�E/OWW "' -.1 - I I - �, - " #N.0460"_ Wwv . TULJT -.-.�,- . f - -1. I , - I - !;. -I. 2. . - PLOFW- U� A � En - I I _I__J (1) (3) c- Cn _0 -Fo > (3) = -'a 1i L_ Q) a) L_ 0_ CL = 0 _0 0 L_ = CM M .- - 0 -0 W 4-, GL_ ii . (3) 4-, = Q) = -0 0 M 0 C:) - Co -0 - W -0 = 0 = L_ E_ - C = IIII2 (1) 3: = .0 -� U_ ,.I-- - M . I Cj) Q) (1) L_ -III-IIJ M - 0- 1E �_ M -0 ,0 .- .= N U) O_ < t 4 Z Z W mi - - - —, INSIALLATION DETAILS FOR RMULAR PANEL5(i) it LU py DEWLS M INSTA"TION IN P01.11i QQ40M MTALLATION DE Lg$," 1) & 1A - __1 INSTALLATION DETAILS FOR RE9VI AR F,ht!EL�j (I INIO EXISTING POURED CONCREJE QR CONCRETE SLQCK SIRU.0 �UR S QN= RIM OR WOOD IM EXMTIN . COWNWIMMICHORS � "I I " - .11M, I VAUD FOR RMA UFE WM AND E--!:Z HAN9 9M PANEL SYS7EM INTO EXISTIN NQRETE BLOCK STRUCT 9 PQURED CON 5 cwolmr NICHM Ar1Z:YGS1P=MM1 =11 _�,.. "Z(V - - ��, � ,1_1111, I ANCHIM, FOR CON RETE SEE SCHEDULE DN SHEET 9 (ME , LE ON �EE SCHEDULE ON SHEET a a 9) [Siz. &-KM--' oM C&L Z( J, I. , �IMI �� , C � I . .�� __ _________ .- - � I __ � � . SHFM 8 I _ �, METE -I) CaXPETE FOR WOOD SEE SECTIONS ON SKEET 12 'n'"I.CH 2) � . I - .- I I -, =;I, - __ -?-am CONCRETE ANCMPRS� , ___VUREO CONCRETE _VRED CONC I 'I, 11 " - , Ao, , I- I, 7 , ____PQ OR ODNCRETE BLOCK . � i I I - , j,-��, - I OR CONCRETE BLOCK OR CONCRETE BLOCK 1 3' MTU 3. 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