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/T10 --IEC0 Im TILLIT TESTING III ENGINEERING COMPANY __ _ _1AFAT.T'RRA.T1LLfr.JR,,P.E, -_ I 0�'Iat','C" '4"'r A I A LII- N,,- 0006719 PRODUCT EYALLUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY; Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global PW%QtLQ�� 4800 S.W. 61 Street Davie, Florjda33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rull* 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 equivaleritto 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 affect Its limitations and conditions 2. EVIDENCE SUBMITTEP: 2.1. PRODUCT EVALUATON-00CUMENT-CF.E.D - L Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P,E.; dated 07128/2020. This drawing is an integral part Evaluation Report, 00,11sq," �S�%%,Hll -,�R 4, r/0S, '.......... 1/^1., I ..1. , SN,�' , , " �� "'. � \,\rJ __ , , `t-Z��, - ,- � .1 e, ". , - Is - . St - - , __� � ' -, No, 44167 - a '71's - �_, - I , I .� *� . = I ,�v : ** :*= , . .. � .16 '. - � . III: ' 'O - '* _"'J,� .,,t� Z ' , - S , It. 1-5� -,-. 40moN .,,<,, 0 6355 N,W 36th Street, Suite:305, Miami, Florida,13166 - Phore: (305) 871-1530 111Q10S* ....... ... *,�� . P�� X 4 �4�, A fiRaHok" - 2 2.2. TEST -REPORTS: 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 # 96-509 dated 08109/1996, #96-570 dated 0911811996, #96-T30 dated OW2011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and * 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and Sealed by Edmundo Largaespada, P.E. and Henry Hattem, 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-STRUCTURAL ENGINEERING CALCMLAIV . ft$_ On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs.clesign wind load and panel length based on rational and comparative analysis, and in accordance with section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, dated 11103108 and 03112/i 5, signed and sealed by Walter A. Tillit, Jr., P� E. I MISSI E-IMPACIRES15TANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. -WIN D L OA D S M -= 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas 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, 1% 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 5. I NITALLATI-OW Installation shat be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 20 of 26, of Product Evaluation Document (P.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, I,I0%wflIIINJI Z"VI ?, N, TQj"I"', �� _ �� AA* .IlO * X; - " I - ,/ '. -,*'::%N .-* \\(,1EN,I `- �P Il-w �?' ", �C .. . � �_� Z : - .. S � - _____ , I . ' - � � - - - - - 7", -Nt 167 . E -__ _ -=--. ____ ! * R , Z , I - � , . I . - . - - , / E 1. STATE OF �-. - Z- - , ,ct I Skl. -,.. "tonlib�,,- ", - ��, - ` '. I . *'% SIG NM_ ,,, "IfilminHo0 . I GWERAL N e Z) W CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD SCARDS K 11,3UND ON T411 &" MR 20 GAM-glu"Gam"an-miliLm" ��XISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PARELSr I STORM PANEL SHOWN ON ING PROGLICT EVALUATION DOCUMENT (P CO ; IMS BEEN VERIFIED FOR CWPUANrF �N ANCHORAGE SHAlt at AS MENTIONED IN SI AND IN 6.2)� ACCORDANCE WITH THE 2020 (70, EDITION) OF �E FLORIDA BUILDING CODE FTC) ]11_IXShQ_W=D _iw"?Sgap�l W_�,�.�D�11 DESIGN WIND LOADS $PALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, - 1/4-0 TAINICIN ANCHORS, AS MANUFACTURED BY 17W. OUILDEX, IUC FOR A WIND SPEED AS REOUIRED BY THE ,UR$SDWMN "ERE THESE SHUTTERS Wk� BE INSTALLED AND - #14-10 INELMATE FEMALE 10 AND PANFLMATE PLUS ANCHOR6. AS MANUFACTURED, BY EIOG CONSTRUC"MN PRODUCTS FOR A DMECTONALITY FACTOR Kd-t.05. USING ASCE 7-15 AND SKA11 NOT EXCEED THE MAXIMUM (AS 0 I - 1/4'0 LAI; SCREWS PER N D_S� DESIGN PRESSURE RATINGS INDICATED OR SHEETS 7 THRV 12- 14� 15� 16, to & 20 - 1/16'- - -5/8' *000 BUSHING. A5 DISTRIBUTED MY ALL POINT SCREW, DOLT * IPEVALT� M. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADI DMINVINED PO4 ASCE 7-16 C ,� MINIMUM THREADED PENETRATION INTO WOOD ,x TAPCOU ANCHORS SHALL OF I 1/2� ARE; 2- FOR ELCO PANOMOOE PLIJS SHALL RE FIRST RETA)CED TO A.SZ DESIGN VAND LOADS BY MILL TIPLYING 7HEM By 0 6 IN ORDER TO AND PANEIMALE FEMALE ID, COMPARE THESE W/ MAI (A�SD� DESIGN PRESSURE RAPIRCS INDICATED ON SHEETS 7 THRU ,,, 14� 15, ba� Is & 20 If' ORDER 30 VERIFY THAT, ANCHORS � THIS P E,o C,2) MINIMUM THREADED PENETRATION Of LAG SCREW, INTO NE WOOD FRAME UNIT SHALL BE 1 1/2' NO IN FADED AS TESTED "E NOT OVER SIRESSED, A ,33X INCRIUSt. IN ALLOWABLE POREHIA11ON INTO STUCCO 12KALL BE CONSIDERED AS PART OF IHE ACQUIRED THREADED PENETRATION STRCSS FOR ONG LOADS WAS NOT USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN I Al-CORDANCE V 1". N.OS. 2018. C 3) MINIMUM EDGE 015TAKE OF LAC SCREW-1. INIO WOOD SHALL BE AS INDICATED IN TH* DRAVANC STORM, PANEL'S ACEOUAGY FOR I-AFACT AND WIND RESISTANCE HAS BEEN VIETNAM IN ACCORDANCE WITH SECTION IQG Of THE ABOVE MEARIONED, CODE AS PER HURRICANE CRIGINEETKIM; A TESTINa INC REPORTS W-tifig. 96$," & 05-7`Io AND C, 4) MINIMUM PENETRATION OF WOOD BUSH" SHALL BY 5/8� 1/4* #-20 $CREWS USED SHAU ME 1 $/2� LONG MINIMUM - IE "ON TESTING LAB INC. REPORTS 12032 & 02126 � 45 PROTOCOLS TAS-201, TAS-202 AND TAS-205 SHOULD 5HUCCO EXIST AND I� MINIMUM FOR WALLS WITH NO SIUCCO, WST'j" AS WELL AN AMERICAN IEST LAS Of SOUTH FLORIDA REPORT IM 9.01-09, AS PER IAS 201, TA-S 207 AND I TAS 203 STANDARDS. C 5) IN CASE THAI PRECAST SFUNE� OR PRECAST CONCRETE PANELS, STUCCO OR WOOD WARDS BE FOKIND ON THE EXISTING �4 �1 AWLANUM EXTRUSIONS ?O OC 5063-16 ALLW AND 111APES. (UNLESS OTHERWISE NOTED), SEE SHEET 2 WALL, ANCHORS SHALL ME LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH RMELS ANCHORACE SHALL BE AS MENNONED IN CAJ, C,;IJ A, C �) I , PILL ALUV!NUM SHEET METAL USED AT CLOSURES SHALL RAVE MD-5-H14 ALLOY (01 ANCHORS SRAL, ME TWAuXD FOLLOWING ALI or IHE REcomm"IDATTeNIS AND SPECRfC�AUONT, of INC ANCHOR'S MANUFAC7UP.,CR - ALL MILL SHEET METAL PANELS SHALL HME STRUCTURAL QUALITY STEEL, ASTI A-65� GRADE 50 M,NTMUAI� 4-W 6 PAKR5 MAY 0150 SE INSTALLED HORIZONTALLY FOLLOWING HSTALUATKIN DETAILS SHOM W SFCFON 3 THROUGH, 10 (SHEETS 4 GkVANVED STEEL DESIGNATION Wry- CIL5 Lul (AFTER ROULD� 0HIROUGH 6) VACEPT THAT HEADERS C,J & 0 SFAAL� NOT BE USED 1, A1.1, SCUVW� TO OF STAINLESS STEEL 30- OR J16 NT, SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER FAN 50018 W1 50 �i YIELD STRENGTH AND 90 kii TENSILE STREUG71H & SHALL COMPLY W/ FLORIDA BUILDING CoGf- 9 IT StMIL BE THE RESPONSIEFUTY OF THE Co"flocrOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO ME SECTION 2A I 1 3 .5 4, ATTACHED TO NSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, SLOCK OR WOW FRAME MU,tIONGS, *- I BOLTS 710' BE AI-M A-JO? OALVANIZED EVEEL. OR AFSI 30, SMES SIkKES5 STFri WITH ,W HIII ONIMUNI YELD STRENGTH IQ, EACN REGULAR STORM PANEL WITH LENGTW, MR EF-S 7 RGUG4 12''� AS PER SECTIONS 6� a. 9 & To . t 0 ,H AN ALIERINVOTIF, W, - ANCHFIRS TO WALL SHALL BE AS FOLLOWS SW & I ON ON SHEETS tI 6 & 12 RESPECTNEILY�. SHALL HAVE A LEGIBLE AND READILY VISIBLE MARION'. INSTRUCTING OWNER ON TEKIOr TO SECURE PANELS "T4 APPLICABLE REINFORCEMENT DURING PERIODS Or HURRICANE WARNINc (A) IQ _l�GjTT14_PZ&W SV4WE I I IHE INETAUARON CONTRACIPIR IS IQ $EAL/CAULK NI. SH[UrTER COMPONEW FOGES WHICH REMAIN IN CONTINUOUS tO,tACJ MTP i/A'O TAPCON I ANCHORS AS MANUFACTURED HT I W BUILDF.),, INC. Hh, C,3192 p s,i) THE BUILDING TO PREV17FIT WIND/WN WITRUSIC14 - , - /4' 0 - 7/8' CAL, -01 ANCHORS, AS MANUFACTURED BY DCAALT INC (MIN. f*C-300C p,) I/`O .0 � ,/-' sGUO-SET ANCHORS, AS DISTRIBUTED EIT ALL PIANT SCREW, DOLT & SPECIALTY CC, 12 STORM PANEL INSTALLATIGN SHALL COMPLY OTIN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONINU REGULATIONS IM'� ,._3010 , ") PROVIDED My THE JURSDICITON WHEK PEROA41 IS APPLIED TO - #14-10 ANUELMATE PfMALE to & PAKEIMATE PLUS ANCHORS. AS MANUFACTURED BY DUCT CONSTRUCTION PRODUCTS 13 (a) THIS PRODUCT CvALUATION DOCUMENT (FI,ED) PREPARED By Nis ENGINEER IS GENERIC ANO DOES NOT PROVIDE INTERMAIKIN ?',-3350 ITURN, P-I - , ,`4'0 C � TAP -GRIP ANCIHORS, AS MANUFACTURED By -,RV-FAV CORPORATION (f't-3600 ,.) VCR A SITE SPECIOC PROJECT, I- WIERE THE IIIIE CONDITIONS DEVIATE rR.GM THE PE-C A 1) MINIMUM EMBEDMENT OF TAPICON ANCOORS INTO POURED CONCR17E SHAL� 0L H,I CONTRAC70R M BE RESPONSIBLE FOR ,HE -ALECTION, PURCHASE AND T"MIX-LA71ION INCLOC4K LIFE SAFETY OF THIS PROULCT 1 �/4�1 2� WIR PARELMATIE FFMAE DA,SED ON 71KIS5 PM PROVIDED HE/SH- DOES RUT DEVIATE FROM THE CONDITIONS DCLAREI) 04 THIS DOCUMENT 0 AND PANEMALHE PLU� ARE I 1/4" FOR V TAP -GRIP ANCHORS. CONSTRUCTION SAFM AT SITE 'IS THE CONTRACTOR'S RESPONS431TITY A- 7) CALX-IN & SOUD-SE, ANCHORS 514OLI a EMBEDDED 7/8* INTO THE POURED CONCRETE No EMBEDMENT INTO it) ING PRODUCT EVALUATION DOCUMENT WILL ME CONSWERED INVALiO IF WOOED, SP4CCQ S�KL BE PERMITTED 114- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM S14OULD S-lUcco EFIST, Air, I- MINIMUM FOR WALLS WrTH NO 1I AND RA,, -BE HEADED SCRITWS OR - THREADED SCREW$ W/O HEAD, kd) SITE SPECIFIC PRELECTS SHALL BE PREPARED MY A FLORIDA RECIS'TERED ENGINEER OR ARCHITECT WHICH WILL BECOVE THE FILL, MIN WING NUTS ENCINEER OF RECORD (LOIR) TOP ISE PROJECT AND '" WILL RE RESPONSIOU FOR THE PROPER USE OF THE FEE( ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO TIFF A 5) IN CASE THA7 PRECAST STONE. PRECAST CONCRETE PANELS, RIVERS, STUCCO OR WOOD WARDS WE FOUND OR THF P,r,D ENGINEER, SHALL SUWH TO TUS LATTER THE SITE SPECIFIC DRAWINTS FOR REVIEW DISTIPIC WALL OFT FLOOR, ANCHORS SHALL BE IONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL HE AS MENTIONED IN A I) AND IN A�2) I*) THIS P EE. SHIALL STAR IKE DATE AND ORIGINAL SEAL ANE, SwAFAWRE OF THE PROFMIONA-1 ENGINEER OF RECORD THAT PREPARED Of (0) lo-Ltr.ulli-Qat-,.UEa.-OlOQI-y�&.L-A�N--�-�--2q T14� 0 IMICON ANCHORS AS MANQFACIURVO NFr I I W, BUILM, tN�, t4 SHUTTER MANUFACIURM*S LASE1 SHALL RE LOCATED ON 4 REANLI VISIBLE LOCATION AT STORM - t/4' A , I/a' CRIL-IN ANCHORS, AS MANUFACTURM E DEWALIT 114C (MIN ec-1500 A- ) PANEL SHLTTOR IN ACCOMANCE WITH SECTION 1709.9.3 OF FLORIDA SUILD"40 CODE ONE LABEL SHALL BE PLkM- FOR EVERY QVIMNO LAPEI-ING 10 COMPLY WITH SEtMN I 709.S 2 OF YHE: ' I - I/� %3/ SOLID-SEFT ANCHORS. AS OISTiRI BY ALL POINT SCREW, DOLT & SPEC* (M N- - 3400 P ..i.) - rY CIL FWRIVA allILDM CODE - #f40 PAFFELMArE FEMALE ID AND PANELMATt PLUS AhCHORS. AS MAH'AACTORED 8, LLW CONSTRUCTION DRAWING SHALL ON I I"'S RQUU IS (MIN V-2071 P ) , FROM I,,, MAIN PERMITS IN THE i , ,�- A01 TAF-GINP - #OCP ANCHORS. AS MANUFACTURED BY TRU-FASI CORPOPAPON ....... :� . . 0 I� MINIMUM EMBEDMENT � TAPCON ANCHORS, ELM PAYELMATTES AND CF TAP-CRIP AN'CUOR I HH, . . � � � FLORIDA BUILDING CODE (High Velocity H-ricarTe Zone , ON. PITI) HIT Q 2 BloCK JWt SHALI BE 1 114', 11 . -, - 1� 4=0 ULTOM INC 20 CAGE SAL'Ii ' . � - : NO� 0 21 CAL-K-IN III SOLID -SET ANCHORS SHALL BE EMB-DDED 7/8' INTO THE CONCRETE RLOCP UNIT No EMSaf 4 167 , S wir . - INTO STUCCO,.5144L RE PERUFFTID '/4' 20 SCREAS USED SH4L ME � 1/2- LONG MINIMUY SHOUI! k-rumCo . - - I " \ GLOBAL PROTECTION PRODUCTS, U.C.1 "' rils, . AND, I MINIMUM FOR WALLS WTH No STUCCO Io -Il, " ��Z_>* *__ _;&1 / 11LIECOiM. STA' OF - _1 / . " __!t!�_ CL -P .. I __ _' '_ - I, ,,T.,r, � . � � ' '-*-' �OR Di`- P �,W,A,,,_ I. "CITINIF . v 0 1 , ',�),.,, I 20-t76 - - . - I - ,�W, ("I 'So. FAIL .1, � - ,6, �`A,_. _ ... � , .4 lziz. - I,,-- -19- " --I - - ` "',�,""'I'V4, ��B"'e,-- - CA- TI � I ,,---. �-r "', � - ____J=..A . INSIALLAIJON QETAIL�j FOR REQUILAR PANELI$a,, & a INTO EXISTIN-Q POURED CON�RETE OR -COCRETE SLOCK_91M�Q_T� OONCREIT AM24M (at SONOWLE ON CONCRETE `Nt,HORS . 7 S'Em 0 ,Wovc. 9) _"A (M sc"BUO' ON --- \ - 'I �,,� CONCRETE ANICNOM SHEETS V_' E.D__�A CUNCRETT ANCHORS ,-� \ , , C4) (SEE W�13444 OR __ I EXIFUND , POURED - , i � , F" _4 I- -- - ;- -,.:�, I -(�) CONCRIFIE RE4KI , E'USTUG WrIs a rl-lways,I 2� 11� � = THROUGH, 9) 1 SWM a TUROLGI" I'� : -, \ ,�Z--, I � k C '4�r,S .�;� CRETE REOURE15�. � , I - ' , !��/4, A Coll - " +1 , - I,;,- � -0 - Mk,- III ", 7 - 1 i ,�7_1 - , i - - I �, - , - _\ . J � , y7-; 7 4 . " " - , " _ � " ' 4'' - $_ �1�1 , I Ip ��:, " :--,',-'�-,'-.,�l,,�--�l�y�,�,,�,tk i L_-W Ft - , - Ve' 141* - -i W - Is 1 , 1 Em � 1/4* , I � 17 M9 . � C�11'1' 1, ---L-�J _T __ I I I �' , - T --- __ 11 I I ____ -_ vvol� _ _ - I I ,,-�� I— I "I I- I - I , ! I * t� V� . o ,� , - I - gg�p E 0 ,�,,,, I I I liF - -_ 4 : ,_ �� IF , I I : I 4 � EXI. : -EOU*M , 1 --�2) E-D. ,:,'. I 5 , I : �,Ii�� I a I : XISTI ED -_ ,��; . . : I - �& 40- �) I I t I CONCRETE KOWRIEL, Z11 � I - I @ � I :i�: I 4� �,. ','��',,�` ,,, - I n � i I , � ,,,, ,� , , � -4 wgff, s 1, �,� _ , , , 4_", � , - I .1 I I ,-,� - - - 4,,r " ,� � - 1 _,�L_"r,j�r: 4-, "_ � " � EMI Out 0 9 I I . 6 I A � ,I" 0 8 i I _IcHtooa I � ! ,,, 'A' � , . -1no. o" - . 1 1 " 1, " , .i , 1 k`l) , L . I � - 45v- It," -- 1 - (D - __ I 0,,KNEX`Xr i I , - . "An SET - I ,A"� I __ ,; si7-w , I ,_-a I - I cl) I - I � i i I I i - �-_ --.-- I,.,- .� ! I q =II� _: 10" AIM - I I - (,"I . - I" �_ N, �. I i 1 I � I I . - .. - I - - M I I i � I I V, � " I - I I ,�, I I t5 I � ='P-1 � - '?,�,, �� ! I - , , I _ , --- -- ! -3 , : : �- � : I I - - I � I I - I . � I �J I I i i __(D : E 16 ; I t I 9 i It! i I i I 06" : I : 1 I ; --,trr-",---v,- , I I I I S. -7 - "'."I" I � § I I Gi ILR4 I . I 1 �7, -, � 7-,tI , , - - I IX zrl, ,�� " I i ., I , . '. I W i I_ - =12/12- I I I o,ERY,vto. 9 : � 0 I I , III � 3 � � � I - , =" " - i , a � 14 - ,� " , ; _� SU, . 3 rL ' Il- "' FvETNG POURED , E4 ,2�'-'� i 1 '2 ,)r OT, I .7 `/7 oc VY I OVER, " A, I . _ � , I - - � EAL %��, 12 Vr OC , CONICRIVIC OR i A a. Eg&-,g-�nP,EU'o;- to ��, F 1 i - ." I Ia. I �, i =IETIOUREP MF F, COWAM BLOCK 1'� : OURS1,06. N, I � — -- .1 -_ 00 - ". 1, I -_ .11 I . - CONCRETE BLOCK il' REOUTRED 11 IP,/W I 91!.,��___ � CoNcOm BLOCK ,[ �� I - � oc -- , �C, :: Z�� i* : I I - � REOUIRED. . -1 112- PEOUIRIED _� - 7t--� � - ' "�'�r�IL,4 :,� , '� I , I , " C,_*,3. 7 77 - 7 77 77 - 7 ,, P 'm��'I I . "' , E;: I ;�:, , ,�_ ,,,,I , "', , ' " , �, L,, 93V 1 - � / L 1. M-,,-i I.. I Exar,wG PouRm , - '-I- I,,. ,� L;=�_j - - � , , � , '-, � r __ - - __ -:, I. , CONCRETE I _ "":, -�3/4 '- Ii" - III- , REOUIRED . 1. i , -�*_ ILL IIIIItTI CONCRETE ANCHORS �I:L - `:�,_ :'-- CONCRETE ANOWn CONCRETE ANCHORS C4) Y" ella--7- - � ) 7 Av,j- 1� ___ 1 �4) ,.,, � FA (1) T (SEE SCREOW1 1W -, CONCRETE ANCHORS � 41 0, WAXIERED W/� MUM, A - , KE, .. - I (SK SCHEDULE ON *,", I - (SEE SLI'MuE W __ 11.1 T" . IF .�C' ISM SCHEDAL ON SUDM a THRovo, 0) , SkE_1TE a r1go-At' 9) SHEM a THROUGH 0) SHEETS a THRO'cU 9) ,� � I.. WA" MQUINITING UhMNG III-.,, SECTION I I --- .. - . I AUERN&U I UlLn OUT MQU" WILE 3/8-1 - SCALE 3/8-1 SCALE 3/8-1. WW I - __ �� _1 ----I,-,., - ______ - I P EA - EDGE DISTANCE MX 1�m 1 - �r (SEE SCHEDULE ON . %M1 1) I � �� - ; I k SHEM 8 & 9) " IUI � 9 I i i , 1 -, I 5, 12 - EVERY ST,O * ,4-g� , I , _� 4 12 1/r FIX TOP A BOTTOM MOUNT11405 CAN BE i `�, ;� "'00010119)"4 � 9 I COMBINED IN AW WAY TO SUIT ANY c 11. I : ! ,&�tlk A- rQl,,,� INSTALLATION. I.- ,4, - '1�fll . 5_1 R, IF / 1-1 _'111 �..' \AENS`-. Z , 41E k,- -�ID% EXISTING POURED 1 I" FLORIDA BUILDING CODE (hTgh Velocity Hu cone zone)l ��, 9 o. ___ CONCRETE __j3/1� 1, .1 __ - - - ____ REOUIREO. .D "I - 7 � B _N T&TEW. W. 20 GAGE GALVANIZED STEEL S70N PAN 11 ---:- . _ED.-_ " Z*- . � = - _�L Q�NCRE-E ANCHORS , - : * 0"A"N W. I -(§u Stwouui ON ,�� !'- r, . . * _- ATE I " __\ "am a TRWLoH 2) i� %. ", , - ------ - - GLOBAL PROTECTION PRODUCTS, LLC -_�`, / __ , INC. Pr_ �,., 1�_ __ , - I 11LIECO, \ QRtD :��,' CEIUNQ I,- 005 SA S, "M OUNTING . . _11�. �� - _4�;� IiKm Tfinno a ,ENoMXi,Na CORI, FL -14 IMJ&V i _ � - - , PA.Ur. (I;&IIIMN_?,M6, F. p-lIorp-, 1 20-176 - _10W.- SCALE 3/8-1, . -1- 11 .-W,I; (M .1 � � I- I I - I - I ""'AO "'i T SEALItKINATUAL/bATE - - - .- Or, -44% HE !. ±ZZ:ZZ:J::-ZJIUuT 4 Q, � 22- a___ � --- - I I FRIDIXTIC LEYALVATION RBrQWLNQ_2JAV= -3 0. MAIERIAL CHARACTERIST=.AND VE11311FICATIONS; Shall be strictly In accordancTe 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 sheets 1, 7 and 21 of 26, of Product Evaluation Document (PE,D.), drawing No. 20-176, 7. LIMITATIONS AND CONDITIONADf I - __ -UM- 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated an sheet I of 26, as well as General Notes # 1 thru 4 and I I thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-116 prepared by 71"Ifteco, 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 Becton 1620.2 oftha Florida Building Code. 7.3. Product shal I only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A- Tillit, Jr., P.E. (Florida License No. 44167), President of Tilleco, Inc. (Florida CA-000671 9). 'I,101011110flit'I S 1;�� Pk, , , .t rlki�'P, 's, " , _� ...'.., % . � R' I " - ,/ . I ,-,��.. " N,�� EN S ' - tP " , 0 I- e --..- ,s� ,---- Z : � IS ,, ', - i�p. 4 4167 "t = ,:-_�__,�� -7�__ - 3-1 - :*= �___::�-�* I - � = -7iI1_,e�az,'* _'. STATE OF ..,',,��J - ____ 7 i - - - V, .. . I ,;, O�- ,`4oRo��. I- '. * . . ........ I "',,, 19 8 , I I ONAIL I, 'fl,"111110IIIII00, WATILI U, T11-TECO ADMON RECORDS I P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC � 20 GAGF GALVANIZED STEEL STORM PANELIL DRV40 * 26-T76'. REPORT# 2U728,01 . - I ___ ------- X - Ii -L I —E6 —0 LIN C\� � TILLIT TESTING & ENGINEERING COMPANY __ __ ______ ,- I � � - WALURA. MLJr, a, P.E. filteco0'aul.com RI'Pr 7J_N,, 44167 ATION REPORI I 11,�A 1.1- 10. D006?J 9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCTINAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Prol:*r.tI=_PffMJ"tg_LLQ 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATIQN� This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E, (System I D At 1906) to the Global Protection Prod ucts, LLC, Rule Chapter No. 61 G20-3, M ethod I D of the F lorida D spa rtme n I of B us I n053 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 affect its limitations arid conditions Z. EVIDENCEAWSMITTM, 2-1. PL19DUCT EVALUATION DOCUMENT JP.E.D.)z Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020, This drawing is an integKOM 1,0600 Evaluation Report. ��% .III7 ��Zj ,Vs V�1111IT � ,�% � ,., " , _�� - 'I , ,-1 .��- - , '%��, E N S, " - - *,�s ,-,- �<�:L� ,� _4��- " ,- % - s , , - I . � ,�z_ � __&==�4� ". = _�!� , - ---Wff.�44167 I � - � �_rlf;i� * �: * E � _/ ", S �c % STATE OF .�'vc Z , -P'- . 46 I- �,. 0� 1, At 0 R 01 � g�: ,,, ��. - .,4 .-� , I r"I ,.. r,\: ,- I ' 6V% ri I , R 6-155 NX 36th Street, Suite 105, Miami, Florida 33166 - Phone. (305) 871 - Ne,� �',il -1531 R & LIFE SAFETY STORM PANELS - _ - __ - (SCALE 1/2-11 - � - - , - - -----. - ___ - __.. . -, -, 15,190- (ICITAL WIDTH) -- - - -.1- - . - - - ___ I- - -- - 1. _ I -15.�96- (TOTAL WIDTH)- _ 1 � � - - ___11 - ________-__.___1___ 12.500' (EFFECTIVE WIDTH) . ..... � ... � 11-1- ____1 � I I - - - -1 .11 - _- - 6 1/4', - - - - , - -- - I --,,,PO' - ! , � � I'ASO, I � . , -i" - � ,rR: F - �/ ��', 1\� � ., . o,036- MIN, THICK /, 1 -7 1 1 I , 21 STEEL � : ; - 1.550" - �,SDO* I I �A , X ,� -- " � _____ /___�`,�- F EDGE - 1 -_ 11-- ------ ; I , . -1,350- _. ',�-, '-' 1!: , - �,,�� , I "A4K\-2A67' 6-250-- - ---- - - - I I 11� 3001 0.035' MIN. DMOK -1�350 ,,'% , � I I CAL , I_ " ' AS - VAR"'ED STM � GRADE � WMED , , *0 - � _f , .- s� -=,,� f �� , G EDGE , I - 2. O . ,� 44 T 4,)7 - ;'RENMED TYP __ EDGE . CALVAR7 =I., ///� I ASIM -053 CAW 50 WWMLM IN \\N - - 2..ODO . / DrFAII �_T / __ -; �M ,z" - . 4 , EUMED I - EDGE ". I I Z OCTAJIL ;�! - X I I:MAJL A I, - - - - - ------- I --------- O-W GALY. \ 48AF , __ -_. ==411 - I �- __ - 1�064 A - . I � � __ . - � I / 48.5' i __ -I \`rtt-7� I - "3so--i �i,3W I I 11 I - -&2SO`___,___ - _1501 (D aTORM PANEL 0 END STORM PANEL - . - - ,�- " � I �1, '. I - ------- __- I � RMIq 3 END up 1 _�,, -_ ,,- , . 1150; -1 I- 2.,81' .125' W/ wown tDor , - I . 1 11250. A ..- - - I" F ; AGO" __ -1 '. - �, 11 - � R, a I i , � -;� I I 4 J, I rT--, � ___11, � - ;L08* I i i 1< "� __ III-. ,,-, - I -/ �_ -, 1, - - - ��,-- i .TWO I , - ,� I 1 .093, - �, -- T, ,�-,, 3,375' 1,093 t I 2,000 . ' 1. _ 1/4--20, 1/4'.-20, -22�� - ,Ibo* � 304 SERIES 1.125, SS STUB RIVETED I ' �T W,,,,,, - �,750-� _' 10 ��,D* I I ' U ' 12 �11' OI I 2 - �_ � It T �. ' iw _ _ _ I ' 1. ---��-- /, "', . ,,, , _ �Sy - tl- . `��,w:�_-4_=_z�,- 1 2A25- 1 6� V O. . I 2"? � .. � ?111 ; 11 I . AE I ,I I '038* r 2.14- � " I, T_ I 4" I HTAMER 11 I , I a a Tl� , ? 2w- i � F_�J --- I I , '_ O� , - X I 375 . I - . OIL L PS " 4 I "' I '_� � ,,,, \ I I I I I 1 I I L -_ _1Y I - 51 4-1 111. I I ! i I - - , _ , _-, , , � (.,) P _w< - - - - - I�Sw - 1 50D.- .'. ISQ11111MIC Y10 DJUL / I---- 21000� - - - -2.000' - ROUNDED CORNER 0 ENDS OF PANEL'S ILAVI a E14D LIP W1 HEMMED EDGE. (�) !11L� (� %L11FAM (�) ANGLE 4� ANGLE WITH STUD (4 ANGLE W11H (ACT S) ROME 9UD i - - ____� VARIES ; 'AT OET, � _ = _,_J 1/1. A. 2,114 T ! � 9 . PSO, � - F I 44D --"- , ,,.M, 17�- / , : 6 rVP 7", ME .374 I * .096, F PMEX 1158 . , F � -_ i_-1- r-- - I C __ - � , .4'-_-1, 7 a___ -,�,10'_��-,, - _--i - ,374' 611�. 0. "Ele. I , . I - I - =_ - ;-- - -,-'T , - .640' -, 760', I 175* ' 1/.*-20, 304 SCRO _ _ _ & STUD RIVETED TO S I . , U 12 1/2' DO - : UOUE FOR . !?F I r-c- I _t___1A��1,_,___ 390' , - I .- - " - I, I � " . I I 6 � �I . G621 P - I 1_3�13 ��, 1093, ; � - - 1, 1,671. 1 1 I %-,. I 0 1 5I F__ 1 1SW I � I � Col. EVERYLOCATION AT PANEL OVERLAP _ - - - ! .957' i I,-),, T . 1 - A I _ I . �Z�� MRS � F.-_ , ___ I - 7W I _ _ . __ - - , I 70 I 00. r _ MFL INDI 1, (�--`J KEY HOLE WASHER "�_ �_ I I �__ Z000--_ '62s.'. __� � ; Dee -_ iTyp') ! I - -� M: � (�) 717" 1MQK_&= (4 AX_!C_M&M T FLAT PLATED � O-G�`F` IM"') .:7L:- W4 1'r- GALVANIZED STEM_ r_-TA — . ,�_� 'MOBOI _Z�44 t \ II0 TILI V4, VM ST-0 1 U., 1!�, Lo� I - , - �- - - I ( I/ / 'K __ _ I _/ _371 , --I , -. 1 , , .38-0 .s75 / I :. I :161i� N i 11 � ` . , r-F-4 . ,*,� ,4 ��*' � 8, - `L - 1 ! LL7�1�'O* I'lI.. L:�,._ 3, I�_ �,,_,_Awf_�� - � - , tt .11.1 ------ � - i __1 I Z : NO,44167 ,. IE = " i * '. III, * I In, - . - . BOTTOM = 1. -,---I FLORIDA BUILDING CODE inh velocity Hu cone zont)l I 1. i I , _L , 0". _ I-M WIT 12f,- - `Fa7_5 ONG NUT � - STATE D .."Ciz E_ fick OF PANEL -,� 1% �L * � ,,, '4jV Q , - '- 0- *' _ ,� W.20 mmol M 20 GAGE GALVANIZED STEEL STORM PANEL rp Opmw ft ___ -2,=. - __ * EI!IIk1_4 KEY HOLE . .-;.-I- , . ;'�', .�?2��. _\ K . � ,,,�F , _ _ > AL-EAM '11Z � _r ; ,."""�,�___;;:_�.��-,__-_�--",� Il - \ 4� ILIECO ulic. I M 11 LLC. "M/2= !GLOBAL PROTECTION PRODUCTS. DAM' 4M sm, 11 STREET I w000TAIaN. LEE WNC NOR OICUT , 4, __", � �i 4'r� TX.UT YEsTIF. III, M�LEE M�CO�[P= WIM FIL 3ul. ALUMINUM ANGLE MONOLITHIC WASHER W/ ADDITIONAL I y Jr - - - � _- - 0.30�!_bow I. ANOW_ (ITIP".750, 1- (".)1181417111 20-176 - - � 7/W0 3/32' WASHER (STAINLESS sIm." Axim PLAYED 41m). - 0 E SEAL/lAINATUREAMTE CA-00,71. A= TUR 41, - M_ IF �.�� - . - � - I - I - I - OAAAW4 14 1114vw . i � 1-7- ,Hcr, 2 o, 2S i ; i -_ 1_�_ t - I - - I � � - INSTALLATION DEJAILS Egg REGULAR PARELS(T & O-A Do 99_%fi%_QffAIU5_M I-NE91AM IN MOM N __ - - MNMH %= QR Wpm INTO EXISITING POUREQ CO CREJE OR .CONCRETE BLQCK STRUCTURES 11 - OR PAMILMATE =, oc.�vr ANI :�.� YAUD FOR WUA LIFE SAM ARD E-Z H�N SM eM 2M I MA'An PLUS OR PIT fm scHEQUILE ON ;I \, aMw - I . - "_ - ;EE sQUIEDLIE ON VKMETF a k 4) slem a GROUCH, !� I'� I f F-"'-I_N;,,.- - 1�1 ,IT:, I --- ,14, �-#I � I� _�Z , -,--- - _, 1/2, . � r ,J � i , � - � � - - , I ,� T , ilk v- 11-11 I , ; , = P-_ -1 ,F-1 I :�_� I --- I+ � . , +_,� MTFL,_ -, I 7X , I . � mm=%- q) _� 1 I =&POL"" , - I E I - I ,,I REOURED, . I i . - __ , ,� c,", 1 ,q� 1 --- 4U-4� , , — � I I I , 11,� ,� �� E..a. I � 11�111' I I I , A , , \, - �;,-i;;�.:= " �.�J �-4-% I 11 �" i � , , . ,,, �L',L4 �,�, � -, � I 4 " L V t � ��, . � - _/ , I - I I . . 11 Z I I - � I " I -a i A I r- - L .Z I* I . - :�,,, ., I ,�J,.�, "�:` i DMiNG POURED 1 i r. .�%r - I �jr -�-7 - - �� I �-, �� 1 - "', � CONCRETE DR' - F � =116I I I UK - I CONCRETE BLOCK . ,� I-041 CD -1) I 9 F / � "'T.- 1 a REQUIRED. : i I I . (1)._4 - -,!= - _J ! �I i : .111�14T, -&�4. 9�_, . i !, . G%" I IT, ,I L, 11 1-1 2� .1 �- I _�A"Alt I-- ,' 1, lv� ." f - :� I 5 I 1 Iy4".__` U,L . I ; CASE I (PLANI i f_*OU,I` = AT � �-. � i . --- t ./7, sc�E 3/16-1- , , Ott; __" "', - i of I - " =_E� AVILL IT : , � A., j. , "' "", , wC,cN wY I �, _. �&_. . "I" 'FAII, , i�rl , "I I I ___ I - - i = 1"HUX" I 1.11.11.1 = .1.1.1 K - i � F -I I U_ � %��- - I � - - ._�'. I It. , - -I,-'-- I v-- i 14 , 7 I I *4 1 I __,� __ - 11`1�� t - IQ - Rot �, - �-I 1, .". - 1 4 -1 % =V ; . C, I ,`R %11,=!0o,I i I 1 - - ,�!,! � 0 , III � I o � � i� "I I, .1 - - 61_-__ � 0 ... I - - Z � iI ! a . I " wtl 77 7777177777 3 1, C'm " I 2 ==-Im - __/71_,1_'_,1 ,t�,,Atw� ,JL_7,,t._,M;,_�7, �:_,__"_� ;,11 0',�` i o).,f2- Q. , I �__-r , ni.0 ,,-,, , � 1'.� I :1 ��,, 11 __ �, ,/" - - 11� 11 , ��' , , X, i .�,., i - - _/ _= "I Dust" ADORER, E D, _.- 11 I ". I � =� "I . - CONCRETE IMOD,t I CD �,',� 14 0 . Q-(MW ItCRICREP OR I .%,� I I . tlAl J I P (PLAN) RC*U-WD I � �,�, � EXISTING POURED I I W i I 3/11;�-I- C D , I OoMORICIE OR I k ; '� - . : SCALE S/t-l' , L� Ze t__1 CONCRETE BLOCK I ,�, . , :=Rr;=____1 - - I I ,,, I -- --- - .,V,'�, � ( '#57� --Ja- Il �,,, I , RECuIRED I 172 nz( I.-.1-Ir I t , I -_ i�� I - - I ;�,' __L] - ___ , __ - . , ,W-.Z.. 'C=14=96 A ',1/4 Am of,* I , . R, CALK-0, c II ��': InI , 77 '= I J �%, . I ,a� _I* ��' " I ADA" -D 11 " , , I r.zz- . c ig I CONCRETE mcRms � D4- 1, �,,T � 1 ._ � I -_ � PLUS OR or TV` ORIP I - I ` I I � 1-� I I " ,�,I�L _�,` I . , ,� IsEE scUrGULLS DR (SEt SCHEDULE ON ". . - - - - ` 1. sHOETS a & 9) Ill .) SHISETIS a THROUGH 9) � I - 4. " I � , 1�4"V,Ei BUILQ IMOUNTINQ 1110M 5 II& je� 1 A', " __1 __%I" 1.1 - " ! , ,T) W%_1? INMU'P, are^— X, .0 / -1-1 SCALE 3/8-1, _4". O'CIN4 Won', a., , , 1-1 %&A=_.� - I , - EDGE of Exs,.I.% * NEW I' WIDE ,I VARIES . I 0,' f ED. - I _�_00� I oPEAA0NG I --- 0.6 I I n4ex At,um, TUBE DR 11 . � I 1, -Qlg F �PILAN) ii , - EXISTING STUCCO/ P I wDoo PLATE SPACER J , -\--/- SCALE 3/16-1- �_� I , -WDDD MARC 1��', L - - -_ I � '' - : , 'C ! I , * NEW I' WIDE . VARIES , I/Il" , I " � ff_.1A0=1 , '' I - , ALUM, TODE OR I' , VARIr, , , I � _/ I , , . , . I P.T WOW PLATE SPAM --,� 1 TOP & BOTTOM IVIOUNTINGS CAN BE BEHIND TRACK 11 . d I DoNcRETE AnDROTs . :�', . I COMBINED IN ANY WAY TO SUIT ANY CA"potl) - I, . (SEE WHI'Duu, "' --I , �T I I INSTALLATION , � �,_�_ I _11 ,VAaK I - � 'A ___ I � I G_'. ,�. III: I fW 'A" I_ I =, SHEETS a THROL'aw 4) J ,��, ,-, IC _:�8 .IFI, Ii_krr , I 1� - ...'... . �� I . , .. - - 01t�", 'I'll" _c.R;RE`rFHCN.o`___ =ZrQ'A'kEM '_ t" - ONIL �q =- r , � I, r, E,;, - .. -.-. ____ _._,_ FLORIDA BUILDING CODE (High Velocl�ty Iffu cone Zone) � � H0011 0 K . I . I . . (on, CONCRETE BLOCK MU4 OR ORDIVI '"A" f � _� "Im 147%0� WILL VA - 3' MAI, REOMEO, .1 - " GAGE GALVANIZED STEEL STORM PANEL OR .,I=) , 1/2, MT., �1/ TAALC� HEKRT, Z N -%104 By . X� - S *: * - = cz_ r I SCALE 3/w = '. (1:___i0A"____ --i 5�___ ' ON PRODUCTS, I.I.C. ""./,_'o"` !-,, S E 0� ze Z ;r, - TOP .P'- -- -` / I I L I E C 0 ,.., \ GLOBAL PROTECT' . � ELAIL MR SPACERS REQUIRED AT Qfl ,4, M &W, JU STREr FIT UUT . R_ MINU RID" -7 We NO= W. - 20-176 rA.% -HORE, 9D1LQM_TRAQKk_A0JA= TO SL=/MOD SANDS 'I',- I� 'V,1-1�-�, _. - - - 0,NF)_`RHS. rA(_ VIIII)M-Am ( .. ..... *aG a, e, - i P-o - OI`U - - I !� � - O="l � . � -1, L I" , io�NATU_ ".. RET A_ T`LU` � � wj.T % PF z. I 00001 I "T L% 4 1 1 MODUCT ESALUATION REPORT r4O_2&-J12= 2 2Z_TLW_REFORT% Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1 �2 of the Florida Building Code. Uniform static loads asper Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 0311 1102 witnessed by William R. Mehner, P.E.,, Boriz Moroz, PIE, and Henry Hattem, P,E. and Report No. 0219.01-09, dated February 26, 2009, signed and seated by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and Cyclic loadings per Protocols TAS 201 & 203 as per section 1 609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009, sIgred and sealed by Frank Grate, P.E, as perASTM E-8 and Tensile Test as per QC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E, as per ASTM E-8. 3. STRUCTURAL GINEEIRING CALCULATIONS - On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design windload, aswell as maximum anchor Spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared 4 Tilteco, Inc., dated 1211 811 0 and 08127113 (for this revision), signed and sealed by Walter AL Tillit, Jr., P�E. 3. MtS$ILE IMPACT RESInANCE; Large missile Impact under section 11609,11.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4, NND 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, S, 10, I 1, 12 and 17 of 18 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 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20,175. 24 Gage Galvanized Steei Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard, FR01D1JC1'RVAIAJAJL01LWQg,rN0L 2B.GW,6iI I A-INSTALLABOW Installation shall be performed strictiy in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 16, 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, 1 5, 16 and 18 of I 6, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 10, MATIERIALCHARACTERIMS ANO SPE MWICATIOMS: Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of IS, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 1 8, of Product I Evaluation Document (P.E,D.), drawing No. 20-175. 7, LIM ITATION-4AND CONDITIQN - 1DT USE, 7.1 � Shall be strictly in compliance with General Notes No� 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by Tllteco, Inc. and signed and sealed by Walter A. 7111111� Jr., P.E� 7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. Tillit, Jr., P.E. (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). WATILL DiITILTECOADMON RECORDEI I?. E. REPORT.2C GALVANIZED STEELSTORM PANEL �DRWG#20-17BIi 1 1/4'. 2/4, 3/4, 4/4, S/S, 7/5, —1 0, 2W/10, 3W/10. 4W/10, -he" spi I 5W/10, 6W/11 & 7W/11 W 3' VAX ANCHORS; FOR CONC EVE SEE SCHEDULE ON SHEETS I' MAX I - I* MIN _Y___ __�_,"I" MR WOOD'Sa SECTIONS ON SHEETS 10 & MIJ& Q� 1 - ______1' 184,_ I- 0 1 0 6 __ . .___J D. M.. (@ 1 (3 ....'', T,r., _� __1 ,_ - _ I- - - 11, - _1 ),n - (�). @4+ D. n+ , r-r-T- T --/ /-7--T-T ,� 1-7 --- 1� I 11 I I I , I � 04+<�). (�)-@. @ I I --r-7—* ---I- — ----r- - _� q � I I I ! ;� 1 � � , I I I . . �� i � I I . 1 1 i , I , : I I 1 i � � I . I - 1 1 � I I Y ; . 1 3 i ! I � ! G I I I � � I � j i I I I I I I 11 I I , i I I I I 1 . I ; I 1 1 1 I I , 1 , ! I I � . I I i I 1 i 1 i I I - � 1 � I 4 I ; , 1 ! 1 I i I : J I a I I ! � . i I ; I Z � I � I .. , ED I 1 � i I 1 1 i i : 1 I ;. - , , I �k , _1 _1_ _,,_ " __1 - . I I 11 I - , I J - I - -, ,11 - --- _____ - - _ I , ,J 11-1 - - - , -1 - �- � , 6 - - I- 11.111 - I I--,. , I - -, " - � 'N � - , "' - ,; 11 , 1, --- I I - -_ ! I : 11 I - - I , I I I , -, 7 � ! i , I � Iv I I I , W - I � � I i -, I � I � L . � I I . ; I ! � I . i . i 1 I I I I I - � I I I I � 4 ., - I ; : I I I - � I ; - � 4 �I 9 � � I - - � - I I I : � � i I 1 1 ,14;I, I I �� I�ft I 44 I � .. - ,I,-- - - I 'I ) .� ,I-- � I' 1 1 � I : , I � I � 1 i i i I C ! 1 � I I I J I i I � 1 � _ ! � I I I I - 11 � I I I t . I I . : ,-- I ! *0 - I -, - - -,- ,- - - - - J ! r i ; � I I I BOLTED PANELS W/ 1/40-20.1- ' I I i i f ; I 11UNUOLTED PANELS I I ! ? . � � I I 1 ; � - � i ! 1 1 I ; N�MA BOLT 7/8' . 3/32' 11 I i �SVS W/ (SEr SECTIONS . AS 1 , I 0 Ek OWTiLAF I I � AP 11) 1 I : ; I 1 i ! I � i I I 4 i � P"C"S t", I 6 � � I I I , (SEE SECTIONS AS APPLICABLE) I � � 0 � 1 I � , ; I I I i ! 1 I , 1 , � 1 , I � I I I t , � 1 I - I . q 3 --- I ____ I - , _ , i I 4 _ - � - I 1 - 1 ,%i---- - .- � - I I -L-1 4d 1- I , _ , � _ - - __ , Ir . -11 E ", i, . - - - - . I ,, - __ _ , I T 1. F I __ - -11 - I - --- . � - -_ 11- - -, 1� -1 ___ - I ��, �_ __ , I , I - I I � T__1_ 7 1 1 ; I ED i , i , i I I I I , � i � I I ! ! I ! 1 , I I . r I � � I i � I I - � � I I I � I . I I I i I I . � , i i 1 ! . � . I . I I I 1 ;� 1 1 I $ I � � i I i ; I I ; I J � i � i 1 i i ; I � i i 1 , � I I 1 I 1 � I ; I 1 i i � ! I I I i I I : � I i � I i I 1 1 1 1 � � Il W . I t - , I - --d ;��J 10 I Lj�t 1 1 ; a 1W.@-@.G)-@ I I. �_ [ I a . I , D � 4_1 - ;--. I - f , - - 1 � , I I F ]. I I I I4 g-4-1, - 114 � i - - - I , --- I 0 -, -_ 1W I r - __ I. - '* (�)+ T I& @ � (�)- T , I = " _ 114, 2/4, 3/4, 4/4, 5/5, 7/5, I' MIN. � �5W/10, � I 1W/10. 2W/10, 3W/10, 4W/10, 6/5 6W/11 & 7W/1 I �___ - __ - ___ ANCHORS, FOR CONCRIM SEE -%I; RIELE ON SHEET$ 5 & 9 - -_ -,- - I -_ FOR WOOD SEE SEaMS ON SHEETS 10 At It . IFIT T.S. 2,67, t/4' M I ox, GAP (MIk OVIEFRUNI -1 WHOLE VILL"- .. _ I - 1._J I - , - __ - - - , , Z!!!_\_,e��: __; ._��, /"""`\ 1W i/4. I" \-r-/ It-/- "' "'IR0 AV % VAX GAP 'I I I III , i� n: .... 11' !� &__1_11 I /,:"% ., - � * .. "IN-1, 1 _1211!zl�.-I_ EN .. . - FLORIDA BUILDING CODE (11,11gh Velocity HU 'Cone Zone) 9-N __�D _$� -V..* � I -_ I ' : NO 44167 . " M. vurv:,x W. 20 GAGE GALI VANIZED STEEL STORM PANEL FP S Oro" BY, - . I N E , . = - * * � �: _- ---------------- - 47/ft/WU . ... - , 'f" - — GLOBAL PROTECTION PRODUCTS, I.I.C. 4,31, NLTS� �� ,0,� ATE bf:� _: r_�� I � / 11L1EC0,.c.\ . A. III, .,,,, � ,p-. �V�_ � , �S, In -� -' � -& N�, DRI . e AL�T..*Q . rmogoum cOMPAR, P� CIVIL. k 3MI. 20-176 '11-11-fl . � - � ......... -_ � - - -_ - � L;i,M)M-7*vL W. Lom"�M, I I . �) --- - 1. , 0-0 -1.1 DIPONG I 'Iff"', I 'a" CA_,:K0,V7 1. . I - - - "41`4 - , - - I J 011fllak* .UK, I WALTER A Ig? -=.* =Z1, I. I " =Ird-`� ., 1 �� ;� ;. 1 IINSTALLATION REGULAR 2AffJWaf1_" I INTO EXILTING POURED CONCRETE OR CONCEETE OLQCK 5TRUCTURES MiGHM, , TOP CONCRETE SIX SCHEDULE On $'MEET 9, .... 1 URED CORM -TIE __ �VU CONCRETE .1 � RED - 11 -------- _ _ _ _ ,___PA RED _Pipu CoMC%IEFE FOR Wool) Sm SECTIONS ON SHM 12 BLOCK OR CONCRETE BLOCK OR CONIORM BLOCK i CONCRETE :3, M.*� 2.67' r V I REOUIRED REOVIFIED REQUIRED 1, Mir . - -, CONCRETE ANCHORS - I, __ ui,, (MR O&FLAP--I WXXE VALLEY) we , -_ r-W 01 a 11111I -_ �_ (Sa SGREMU ON I- � ANCHORS O-W I 'm WP2 I I :-1S9q,=E='M � =.. . 1. I I � :I SHEET 9) r SIM 9) I : Socr 9) I: I I I I I I I I I p 7 I � - 0: 1 , 0 A % i � I* , , A 1i ',� 111� r I 0 � � r-7 ---I ---I � 11� " �1 0 1 1 1 . ,�'_ ___ __ I I - __ I , I � �� - I �1\ r I -\\ , �� I � � I . I i il . , __T __ - __ : - C I I � I , I I , I I I � I � I � i I I 2:40 �I i r ___Jr.J:2��, � I � , �; � - - - -i I , �f -, 1 J� - ! � , , � L , , , , , , I f!", I - � � � I � � : � � � � , : � j �! � e � 1 , P, � I ., , I - I I , I � ?��-,' I I I t I � I i i :1 � i I 1-11 I I I I � : ,� . i I i � 50, X I ,�,� I I I I I I I � : : I i : , 3 I f I I , , - � I ; I �`, I I �_ I . � 'r 7 'Ii I I Cr� ,�,, � i E.D. - I I I � I 4 . I 6 � I or IL � I I ;�, "', , ; � 1 --I3) � � , I - � I _ 1� , I -, .1. 1, i VAX - I� I _ ---'- L,---- __ , _" �� :_ _� ,- , ,, , � . I - , � I-' � � �",, � i -1, __a � - !� ___,; - - V""t , "I - , I ', I ! � 11 - - - � -1-1 T1_ - , 1. - � �, , � 0 6 - "I J I -, , I 11� , I � � , ._�_W- . I j - L I . I �, I I . � . � I __ - ---, � - � - �� i ! ; , I I; .1 I I I � I � 9 I uf X� . 1__1 .� ,;�� , : I ,�,',�,� i - " , -411, ��j, , 54 MoITS W/ I , 1 I ". _11" � I ; . . I I � _1_1 : I I : 11-1 1 � - ---' d - ! " Or � L � i I � 4 I �4 . � ., wymMIN, I ; � I W,�� YL I 1 1 - , I I � � ,Z4� � I I I , , � : �� 010W I � , I I- : �'. _i , - J,, 4 , � : 1_1 � i I I If I ! � � � , -9 . H, : I I& oLA% 1 1 : S 1". q,� � , I � I � I I .) 1 N - � a I- I � W . I i I , _�4 I tw� , a � � . , � ; . I : �: , I I P" - Q . _0 - : -, , � � - : : i I 9 � I q I I I - ,`LI; I I I � I I I : 1 � , I F 15 ! . I � � I I . , I �� I I . � I I . � � - % 9 � I I I - ,. - -- � - I I ; I I ' � � I � - I 1 56X ,/ � III I --. - -- 1-", , ... I . 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D.M_@ OR a " MI I OF V � my ! � sox ' i - �,11 r . , � � � 1',"'71 3- I, - , �,��', - � ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHW 9 �- ; I 2 ' � 1� I" ' ' I - a MAK 77t,77777 � � "MAY" -'-.I ""' 11 MR WOW SEE SECTIONSS ON SHEET IZ __ I I I- � 11 I; . �, � � � Z3 I � � . : ,, I , 7XNI � I'll � 11 ED E D. r '11 E - - I " & Q ELEVATION ;,-, � I , I TOP, RUT � - � ,�� : D , I , REGULAR STORM Wj�,.�� T , I �, I ., . � STUI . 12 �, I - I `1 1/r " � � U, I I ,,, 1 � ; I'= IlId i I I : � I ' r LE 1_� - - . 1, I Ls� -4 1/4� !��. CAP � - I, � � , . I I- - :I : � 7 pt� ,:� ,. � 2�67" 1 : , ___ 1/4 "�- ; 1 I '� � - I - , (W& CNMAF� -0 WHOLE MIM � I _� I iV*20,3/4, SS, BOLT � - - M. "I -- ONG NUT I � , . __ - � :�� ; J � I I I 1 7/8111/3,, - -_ __*. * 1� I I �__ I I CONCRETE ANCHORS ,I � I I 0 I2 1/2- CC i �__� - I � (SEE SCROD&E ON �_�� _ _rETE VCHORS StAGOEM CONCRETE AKHOAS I SHEET In, , X MAX. CAP I CRE �- - (SEE sc,ntu ON _131 SIUD (SIX SCHEDULE on I I I SUM 0) I SHEET 9) -MRM CONCRETE OR A01QN_A_-&XTXPJ BLOCK ---,. M� OR �_IMONI, OR REQUIRED BLOC., Arcum RLOCK PECOROD SCALE :5/12"�Il D114111 "'ONNING --'I------- - INS INSTALLATION SECEON 2 9LQTIQN I 0 SCALE 3/8-1" SCALE 3/3-1- SCALE I Wl"', 'AtAl "I, �: T14t , 14--" " /)NI, � *. .,O� _, . ,,CE�S', .-!!�*--. FLORIDA BUILDING CODE (High Velocity Hu cone Zone) - __ _.__ . 9 :* No 44167 . ', I ."" WOOL WC, 20 GAGE GALVANIZED STEEL STORM PANEL r,,. = : DIVIONft DISTANCE I Z III,: E.D. - EDGE It * --��.!�_ -,5;z- 1 __T m/n/la" (SEE SCHEDULE ON TOP & BOTTOM MWINTINCS CAN BE - I 05f-� - IF �_ -, - PRODUCTS, U.C. ,, SHEE-T 9) COMBINED IN AW WAY TO SUIT ANY %-$.,., ti -, I � GLOBAL PROTECTION . / 11LIECO.. - - _Z� .- .No SM. III STREET . n- =" INSTALLATION, W.1� AIV�, f n� T"OPTUO, * VOURITAT.0 COMPANY -7546, rm. / - A� I. 1 Fouts" 20-176 , " ft.)M"_M7 �,w � , - � 14IIII) -a , -,"',"IF NA --'*'-; �L �=ii , 'I'-- _TnMt__l. __ " " ,,, ../zMR "LIER A RULT, J" IL - 14 oulo§ , agSd �� It 14'167 Zt=±Z:: !IUMETTS .26 i 1 __ -6-0 (3) a) C__ U) M-3 - Fla > (1) C- -6-- 0 L_ a) L_ CL C 0 -0 0 a) = 0- ca -0 I- Q- .— 0) .4--O C-) a) -0., U) 6 'a) -0 0 0 -0 - .— -0 = 0 = .2 C5_ = = -2 ,a) 5: M C 0 .0 -1." CZ U_ %+-- 0 — M > -D . -0 'n E a) 20 0_ C- � M -0 40- = .— -6cu-0 U) a_ < 013 VQ C= C%A "� � _V1 ,/ = Q, L -�: � -= .= M -= ID4 ;:- L" __j (= - " = I,= = 9 = �_:I -111 ,., =_ - I - 01 = CC C_� C, >4 _�-` = C14 _; _= " = ct � __, 4 n - C= � - . W _= C14 _= < ;;,, Cn W C= Va 7Ej - - �:;e 3t - CE, cu CL = 0) = - = nP. - = = a) C,2 = -< 3: w ;: W B; M Z Q B: [M - > , 5 W W - CL) = I:= I= .!! :_ .F1,P`I�IIIIIII"""" W a - = E .2 0 0- L3 " 1!2 Z W MJ L44__..� =3 C/) a) C: M 0 E L. L. =3 LLI � < Z Z < _J CL _II (1) (1) C_ C/) M > 0 L_ CDL CDL < -#--a 0 =3 _0 10 " 0— (1) U) M M SHEET NO. SH 1.0,