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� — — — /Th -LIFE CO mc- � N\ TILLIT TESTING & ENGINEERING COMPANY . __ - WAT.TRR A - TTIJJT_ JR, FS, � filtecor maol.cm 1ILP4.Lic�m,1,'.4,IW7 TI, C.&UN�_DT.W,iq PRODUCT EVALUATION REPORT REPORT NO.: 20-0720.01 DATE. July 28, 2020 PRODUCT CATEGORY: Shuttars PRODUCT SUB-CAT15GORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global EMUrAlon Products 480 S.W. 61 Street Davie, Florida33314 1-A RURPQSE OF EVALUATION; This iss Product Evaluation Report issuecl by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Gtabal Protection Products, LLC, Rule Chapter No. 61020-3, Method I 0 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 verity 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 and conditions 2.,EVIDENCESUBMITTE - 2.1. PRODUCT EVALUATION DOC,V,MEN_T (E&V - 4. Drawing No. 20-176, tilled "2D GAGE GALVANIZED STEEL STORM PANEL 1, sheets I thFu 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P� E.; dated 0.712812020. This drawing Is an integral part 1 , IMP Is Evaluation Report, �,Oe"'T, h -'r,"", ,�� � � N� ............. I. /�,�, __ C -A---,_ I-. . "V\CEN `..,� - __ _A_ - I�e 1. � __ _Ik____�;� I _-, --f—.-140,44187 1 , -71�z��,.OA*' * � -&-. � -A ,�:.�ZOP,IDN.",:,��` 6155 NX 36th Street, Suite 305, Mimni, Florida 1.1166- Phone-- (305) 871-1530 _' PRODuc r Ey,ALILA1WN_REPQWXSp_2QAZ&A 2 2.2. TES -REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAB 201, 203 as per Section 1626 of the Florida Building Code. Uniform static; loads as per TAB 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports# 96-669 dated 08/09/1996, #96-570,dated 090811996, #96-T30 dated 0912011996, all three signed, and sealed by Hector,M, Medina, � P.E., Fenisstration,Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and # 2126 dated 10106/1098 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-1 97 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, 2-111RUCTURAL. ENGINEERING C"ULA_TiQiNS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind load, as wall as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Im, dated I V03108 and 03/12115, signed and sealed by Walter A. Tillit, Jr-, P.E. 3. MISSILE IMPACT RESWANCIE-.. Large missile Impact under section 1 1526 of the Florida Building Code, as per TAB 201 Protocol. 4. AW ND LOADS RESISTANCE 20 Gage Galvaniz:ad Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated an stTeets 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 25 and 20 of 26, of Product Evaluaborj,Document�P.E.D.), drawing No. 20,176, 5-INSTALLAT-ION, Installation shell be performed strictly in accordance With details indicated on sheets 3 thru 7, 1 0 thru 20, 23. 24 and 26tot 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 of26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. '. _" " .......... A/ \\f,EN&j-%�� , I . � . ftt-_44167 1-I * . .- AL QWEPAL NOM: 6 3) IN CASE THAT PRECAST SIM, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE M.INO ON THE I MID QMLB&N= EXISTING WALL, ANCHORS SHALL BE LONG ENOUCH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. I STORM PANEL SKOWI4 ON THIS PRODUCT EVALUATION DOCUmew (RED) HAS BEEN IoEFtJVFED FOR COWFILANCE IN ANCHORAGE SHALL RE AS MENF)MD IN 80) AMD IN 0.2), ACCOMMICE WIN THE 2920 [7th EDITION) OF THE IRORIDA SUILOpIt, CODE �C) ! � �14'#TAPCON� lbrx, INC. DESIGN WIND LOADS SNAAJ BE DETERMINED AS PER SECTtON 1620 OF THE ABOVE MEINPOWD COCE, - PANELMATE FEMALE O AND PANIELMATF PLUS ANCHORS. ,IS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, MR A WIND SPEW AS RMORED 91 -THE 4VIRSINCTIC. WHERE 111M. SHUTTERS "I BE INSTALLED AND - ,#114t,10 FOR A DIRECTPRAODY FAICTOR KII-Oft, USING ASCIE 7-TS AND WWI NOT EXCEED R49 MAXINIUM (A,S.0) - - SCRM PER N,D,S� 7/18 MIGN PRESSURE RATINGS INOIC-AIED OR SHEETS 7 THRU 12, t4, 15, 16, 19 III 20, *- I $X WOOD OUSHM00. A-' OISIMBUTED BY ALL POINW SCREW, SOLT A SPECIALTY GO, IN ORDER TO VERIFY THE ABOVE CONDITION. OLTIMATE DESW,N "O LOADS DETERMINED PER ASCE 7-10 C 4) MINIMUM THREADED PENETRATION INTO WOW OF TAPCOIN ANCHORS SKILL RE, I 112' AND 2* FOR ELCO RAFIM40TE PLUS SHALL BE FIRST NEOUDEO TO ASJ)� OVWN WIND LOADS Or NKILIKYING IHEIW BY 0 6 W OPIDER TO AND PAWXMAUJ� KMALE ID. COMPARE T14LU */ AVIX. tAS.0) DESON PRIMURE FIAT040 INDICATED ON SHEETS I IFM 14 14, 15, 16. 19 IV 20. C.2) MINIMUM THREADED POCTRAWN Of LAO SOW. INTO THE WOOD FRAME URF SHALL SL ! I/?- #0 THREADED IN ORDER TO YERI THAT AWj+045 ON THIS PEO� AS TESTED WERE NUT OYER STRESSED. A 23% INCREASE 04 ALLONARLE " PENETRATION INTO STUCCO SPAUL BE CONSIDERED AS PART OF THE REQUIRED IhIOEADED PENETRATION. $;RESS FOR WIND LOADS WAS NOT USED, IN THEIR #oA-MS. rASIENEFIS SPACING 10 WOOD HAS SUN DETERMINED IN ACCORDANCE WITH N.D.S, 201$. C 3) MINI" EME DISTANOC OF LAG SCREWS, INTO WODD SHAIL BE AS WDICATEM IN THIS DRAWING STORM PANIEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE W" SIECTIO14 t626 Of THE ABOVE MENTIONED CODE AS PER HURRICANE ENIGINEERINO A TESTING INC REPORTS %6-."S. 96-570 & 95-M AND CA) MINIMUM PENERIATION OF WOOD RUSHING SHALL BE 5/8' 1/4' *-20 SCREWS USED SHALL RE 1 1/2' LONG MINIMUM PEWSTRATION TEWING LAB INC., REPORTS #2032 & III4126 . AS PROTOCOLS TAS-201, TAS-202 AND 1AS-203. SNOtJLD STW.O EXIST, AND I' MINIMUM FOR WALLS 0011111 NO STUCCO. AS WILL AS AMERICAN TEST LAB Or SOUTH FLORIDA REPORT, 002 '9.01-DI), AS PIER TAS 201. TAS 202 AND US 703 STANDARDS C 5) �h CASE 11447 PAEGAST STONE� OR PROCAS,' CONCRETE PAWLS, STUCCO OR WOOD BOARDS BE FOOND ON THE OUSTM WALL, MACHM SHALL BE LORI ENOUGH 10 REACH THE MAIN STRUCTURE 0001D SUCH PANELS 2, ALL 4LUMI" EXTRUSON15 "O BE 6003-TO ALLOY AND TEMPER. (OKLM OTHERWISE NOTED) SEE 514EEI .1 AAKW)RAUE SKILL RE I5 MENTIONED IN C. 1), Oil,) & C 4) 1 ALL ALUMINUM SWILT METAL USED At CLOSURES "HALL 4AVE 3M-Iii,l ALUOY, (0) ANCHORS SHALL ED INSTALIn FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEOVIONS OF THE ANCHOR'S MAWFACTIMA A ALL STEM SHEET METAL PP44CLS SHALL HAVE STRUCTURAL QUAL01 STEEL, AVM A -$SE GRADE 50 M,N,,UM, O-W GALVANIZED STEEL CESAWTION W/FY- 56,5 Imi JAFTEP ROLLED). 6 PANELS MAY ALSO BE WIJULED 1,101OZONIALLY FOLLOWN0 INSTALLATION DETAILS SHOWN ON SEttION 3 THROUGK 10 (SHEETS 4 NROUGH 6) EXCEPT I -At WADERS Q & Q SHALL HOT BE VSFT1 S. ALL SCREWS TO BE STAINLESS VIM N4 ON 316 AISI SERWS OR CORROSION RESISTANT COATED CARBON STEEL AS PER CIN 5018 W/ 50 10i HELD STRENGTH AND 90 ko TENSILE STRENGTH & SIIALL COMPLY W/ FLOACA SIALDINC CQUIL 9 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR Ut VERIFY THE SOUNDNESS OF TP,E STRUCTURE WHERE SHUFTEP IS TO BE SECTION 2-11 .1.3.4. ATTACkM TO INSURE *ROPER ANCHORAGE THIS 1,RJTTER SHALL ONIY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDIAIML B SOLT$ TO BE ASTM A307 MVANIZED STM. OR AISI 304 SERIES STAINLESS 53EEL� WITH :6 I,,i MINIMUM YIELD SIRENGIR 10. EACH REGULAR STORM PAA18, WIT14 LENITT,H' . OVER B'-$ THROUGH W-4% AS PER SECTIONS 0� 0. 9 & 10 AND ALTERNAINM 8W, SW & IOW ON SHEETS is, 6 A 12 RESPVCTIVO,y� SH&L HAVE A LEGIBLE AND AEACADT VISIBLE MARKING INMUCT940 ONNER OR I ANCHORS TO WALL SHALL EIE AS FOLLOWS TENVJVT TO SECURIL FIAHELS "I APPL)CAERE ROWORCEMIENT OURIW, PERIODS OF HURRICANE WAFWANR� IA) T9_0WMMRE9_,1,QW= 11 THE INSTALLII,11ON CONTRACTOR IS , TO I MAL/CAULK ALL SHUTTER COMPONENT tDOM WHICH RVANN J14 QO0RUUAI'Z WIACT WITP TAKON ANCHORSAS MANUFACTURED BY J_Y.W� SAILDIA, INC, (W,� Y3192 �j) IRE BUILDING TO PREVENT WIKO/PAN INTRUI`AON. __,1JA*& /4' 0 . 7/8' GMJ(-IN AWHOFS, 4 MANUFACTURED, BY OEW1,LT INC (MIN, I'3006 p-) - 1/4"t A 3/4' SCLIO-SET ANCHORS, AS DISTRIBUTED BY ALI POMr SCREW, SOLT & SPECIALTY CC, 12� STORM PANEL INSTA"TKIN S"i COMPLY ", SPECS INDICATED IN THIS ORAIWIW PLUS ANY SUILDNr AND ZONING REQULATONS (IA". C-1000 P..j.) PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO - #14-10 PANELMATE FEMALE 4) A PANEIMAIT P�US ANCHORS. AS MANUFACTURED Ely O.-O CONSTRUCTION PROGLIM I �1 (a) THIS PRODUCT EVALUATION DOCUMENT (P-E D.) PREPARED 81 THIS ENGINEER IS SENERIC AND DOES NDT PROVIDE INFORMATION "N I . .-3&% P.?') FOR A WE SPECIFIC PROJECT; I.. WHERE THE WIE CONDITIONS DEVIATE F�ROM THE PlO - 1/41* Cr TAP-ORP ANCHORS. AS WANUFACIURED B�y !RU-f'ASr CORPORATION (f'3600 F�V,) A. 1) MINIMUM EMBFI)i OF TAPCON ANCHDRS IWO POUROD CONCRETE SHAL� BE 1 31.': 21 FOR PA,,iELVATE 'EWE (01 CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND 0WAILATION INCLUDIK LIFE SAIM or THIS PRODUCT BASED ON THIS P-E.Q. PROVIDED HE/SHF DOES, NOT DEVIATE FROM TOE CONDITIONS DETAILED ON THIS DOCUMENT, 10 AND PANEMALTE PLUS AND I 1/4" FOP CF TAP-4AP ANCHORS coNsrtuciriox som AT SITE IS THE cmRATOGiAls REspo"sury A,`) CAUK-R4 4k SQUO-SE7 ANCHORS SHALL RE EUMVOED 7/8' INTO T14F POURED CONGRETE, NO EMBEDMENT 1410 W THIS PRODUCT EVAUOMFON DOCUMENT WILL BE CONSFOCRED INVAUD If MOMEM STUMO SHALL W PERMITTED, 114- 0-20 SCREWS USED %*I BE 1 1/2- LONG MINIMUM SHOULD SIUCCO EXIST, No ,* MINIMUM FOR WALLS %Ym NO STUCCO. MO WY fir HEADED Sc mtes OR ALL THREAMO ScRCINS W/O HOW. III) SITE SPECIHC 1PROLIECTS SIMI BE PREPARED BY A FLMOA FICCISTERED IENCINEEIR OR ARCHITECT WNICH WID1, BECOME THE , BUT WT1% WIND RUM ENGINEER OF RECORD (E�DIRL) FOR THE pRoj�.Cr AND WHO WILL BE RESPONSIBLE FOR THE PROPER USf OF THE PEOL ENGINEER Or REDDRD, ACTTNC AS A DELEGATED ENCINEER TO THE A 4D IN CAM "I FIFTEOI15T STOW. PRECAST CONCRIM PANELS, PAYM STUCCO OR WOOD PGAROS K FOUND OH THE PE,O ENGINEER, S,WNJ_ SUBATT M THIS LAnEF Ne SITE SPECIFIC DRAWINGS FOR REVIEW EXISTING WALL OR FLOOR ANI SHALL BE LONG tTIOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORACE SKILL HE AS MENTIONED IN A 1) AND IN A.2). (0) THIS P.E.0 SK44L OM THE WE AND ORIONAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD ?HAT PREPARED IT (a) 10 I= 14 SHUTTER MANUFACRIFIMCS LASEL SHAU. HE LOCATED ON A READILY VIVEILE LOCATIGN *7 STORU 1/4' C%ORS �AS MANDFACIURM IF, I T w SUIUM. INC PANEL SHUTTER IN ACCORDANCE WITH SECTION I'09 9 3 OF FLORIDA BUILDING CODE, ONE LABE1 -It/A* 0 I 7/8* CALK -IN ANCHORS, AS MANUFACTURED BY DENALT INt (WIN. t'-1500 P.A.) SHALL RE PLACED FM EVERf OPENW. LAW,W4'1i6 COMPLY WAH SECTION I 709111 2 Of� �_E - /A-- X 3/4 - SOUI ANCHORS. AS DISTRIBUTED BY ALL POW SCREW, SOLT & SPECALTY CO, FI.ORIOA allILD94 COM , 'MIN. #'C.1500 P..J.) , - $14-10 AMELAAM FEMALE W AND RANFLUATE PLUS 04MRS. AS MANUFACTUREDD BY ELCO CONSIRUCTtON 1114it, . . To I � � � � � �� 11 �ATE Or FLORIDA, PRODUCTS NW' f��2071 P') owilAt S � . , - /A- 0 CF TAP-GRTA AvN4'4foP&. AS MANUFACTURED BY TW-FA51 CORPORATION A t1k A 714 , 47, N * 0 1) MINIMUM EMBEDMENT 0; TAPOOM ANCHORS, ELCO PANELMATES AND OF 1AP-CR ANCHOR. INTO I, 144�1�,_:11,�;I - " " ' ,A�� FLORIDA BUILDING CODE (1419h Vaipefty Hurricane Zone , ' - BLOCK UNIT SHAL_J BE 4 i/4'� 4I ` - ' - 0M P'LlIm No 0, " AID' , 20 GAGE GALVANIZED SIM STORM PANEL O" PY 9.2) C4K_tN & SOUI ANCHORS "a RE EMBEDDED 718. INTO THE COIAGUM &ocx UNIT No EM84- 4 167 -. = . It I OR10 STUCC SHALL BE PER IT" 1/4' 9-20 SCREWS USED SKILL BE I Ila- LONG MINIIJUN S"OULEVC0, _� - � / 0 � , C iv� - I 1__� ILOBAL PROTECTION PRODUCTS, ULC, "'.,,. - EXIST. AND I MINIMUM FOR, WALLS WTA 40 STUCCO. = '3 ' I - 11LIEC0,7 F., , S I,% STA ___ - OF III - �*, 11 SIM" " _1 - 101� =` k IM`.`:, n. III" 20-176 ,I- " " R - A. I.- - 9�=__=, PNIVei ]"A"Y301 FAY (92or ,.,I,7, S,,%��,'� 0 D IV V74-'e- 0 A ... ,, �. _, 1 ,6-10 —, . ._AP 1XIIAW. - , - * , --- IA-DOW710 E�1; _"`�,*-, RINEY"Tt !/,�A[ 040 = '"Ur *. " ! I - . Zko .', -"-t- - I AM, I M"Elffl- =.=_'!J _ I INSTALLATION DETAILS FOR REGULAR PANELSU & dA INTO EXISTING POURED CQNCRETE OR COKCREJE BLOCK SIRUCTURES CONCRETE INC.'. WE SCAGDULE 04 CONCIAM ANCHOR& THRoua. 9) (SEE SCIIEVOLE ON __\ - 1 �� _ OWCRM ANCNM �Em a TINGUW 4) 1��- ED., - - CUNCIRETC AhOkAWS -,Z� . "WING POU90 " � - (M SIXIEDULE ON, ---,I ,�, ,,, .. S� *Itm 0 r"Awww" 0) I , I Worl=" . 11�' I (i) CGNCRIETT REWN& '1�1�. I � �L4). Ae I r," � 4 .1 "' "u" -41 ` ',IS � -11' M ,- i N 4;"r - - -- i -c- = I,,- CONCRETE ,,r,avww ,,, - _\ ,/; � " " , .i.. . w I '4��$111<$� 41 f--;s __ I � � n,V�.1.I,F-_sxnI -� ___ 1, .,�A, , " . L�\'1111�i��,�, r: _. f '. * � _J 1/4 F .- __ 19M - - ,`c - 4 - @1 I , 1/4. -, A, W 40 U��t' ,: — J M,M� _ _I ; � I . _____ -_ J I I � ___ I - I I I i I - ! i - -,--*" � F -_ 4 - ______ DICTIN; pomp ED. I i I - . . �� I � - a VONCRM ! I it EvD. ��s'. 1 -4 S' � EJI: i 1 b I Is EXISTING F 2 I IOURED ��,,_ REQUIRED I I - 2 i I I 9 CONCAE-IE REOUIRE67q � �4 i . I F� ��A,t-� "'��,i,,�l i il : I F, I V` , 10 I ; I* %M - " 1 - - — 1 -(a) F, -11 f% Im,' ; __ 10 SIX ACNWAAX ,ts—, - I no %3=0 = J t =*-i i I V GIAM � " �, - , I I I "' - - - - I - i r I � I I I 71 � ., . � �;� --- -_ = - I I W --- � " -- : I � i i X ; '? , - i I __(D A ! i I I I I I ., I -. I 11 I I I G6� -1 ,";1 � -.'-,3ir.,_-�t,�, 1 � ! I , � C.. _�, . 3ir 11�11� . 1. 11, . - 1�� I i �� , , III I ,,,,, � �.' - , I 1 �, I ", i I Qw� I � L , I I s 11 , I i � , - " -1" i I * --- I I I � � - I I _G , - , r 9 0 , � , = 479 : 11, � - I 'R III, ", M ,1 , �_il 1,11 19*10/1 k I 0.41 I ;_ mnvorp � E,B CONCRETE BLOCK r �, r I i ., -1 ww-rhz 0 I I ...... - , I 0ONtRM BLOCK I REOUIRED I- i r or, ;, i i t".1-- P"" " 0 - :: I REWROU I 4, i ,��,�,,��",',�,,��'.. i, ,i,,."�,:- -1 k c .T -,, I , �,n��-', �".- " �� , . � I "11, 11 ,, I I , . ! , . - -,.-. --.I EXISTING POURED: I� I � I- , � CONCRETE ;� 1�3/4-_ CONCRETE ;',� I � REBURIED � I -0. CONCRETT A4C"ORS ANDIM -� C'N"t"' ""'M - - 51110CRIM ./ STUD— ISEE SCHEDULE (W -19 I,I,,. M (2) t- '%E,Slr_�11 - MAMU4Z a), " '. It � 91 SHEETS a INRoLOH s) WA6L LVOUNJING � MOUNTIH9 . W!gy SWCUF ' .- ' . I- ___ , 1. _ -,-'I,- -I -_ -_ -,-- I I i . 1 k 01 - . �. A i I 1 1 : 4 .-I- ; _, r At ilvi"* �� . — - ---F 0 - - ., � CUNCRIEli ARCHM , I" IOU SOAMULIT am X SmarI a IMOUCH 0) CEIUNG th9w UNITING ,,,J, 1/1" I In ; t -,. 1 7 - � J � ---- - -- , ai - I 1, , I'll . I - -- IV, 1 4 ." ,,�z"',N� , 11 �z I r. . 1 amww# a _ i�R,�K I'll � I I EYM STUD 0 8 t 1; ,/2* Im 11 11 12 Ilr = I I 9 I&M 'I _01 g i . (D I �__ M'Ip.h. — I . I 5 I � I =11� � I -_ i , - __ - __ - - - I _1 I i ; I I - I i ! � ! ! I I i. I 11 - - 10= ,K,�,K 17=_ i - im , 1, T, , , i . ". t VON STUD 0 i I I �Z. - 11 � , 11 � i �, - - , -- - 4 , 1 ,2 qr " - " Mr. '7 FAISW Foot I I '_ i;IL 1 FAR, OUT 0 D � Ev \,'.'i 12 fir "� ;, ! . " _ __ ___ , -I CONCRETE CR - ' - , NT ! ______, ,-, CONCRETE BLOCK � '� -, "I - I 1 �2_ REQUM - 4 ,/1. I - I- .I - __b___ _I/r � � 'I , ;� % III I.?= __ K2M Y'It' . . .11 -Q4 -�/,'�Ajlh,?`P- '4X - (SEE: 50,kDuu: O.- - ., qE114'!_ lljlAtw#lflo74 I 1, , �1 win', I '.. sHEETs a T.*D" 9) AMSH&U 11.� "11 911I 11112=1114111 __ =am, rM - WGIE DISTANCE (SEE SCHEDULE ON — SHEETS 8 & 9) I — TOP & BOTTOM MOLINTIWS CAN BE COMBINED IN ANY WAY TO SUIT ANY 'Ins�IA-_11ON , , "IMNILrawl _I4Q_2ft-V= -3 0. MATERAL CHARACTERISTICS AND, SPECIFICABOR6 Shall bestrictly in accordance with General Notes and Components indicated on sheet 1, 2and 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, oflProduct Evaluation Dowimont (P,E.D,). drawing No. 20-176, 1 7_1LIM17117ATIONS AND CONDITION$ -Of USL, 7.1. Shall be strictly In compliance with General Notes No. III 8 thru 14, indicated an sheet 1 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. 0.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr,, P.E. 7.2. Product MayI be installed within HIGH VELOCITY HURRICANEZONES as defined on secton 1620.2 of the 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. Tilift, Jr�,. RE, (Florida License I N6.44167), President of Tiltew, Inc. (Florida CA-0006719). VVAT`,1L � D�� TiLTECCLAOMCIN RECORDS I P. E. REPOR'17_20 I G LORAL PROTECTION PRODUCTS. LLC % 20 SAGE GAILVANIZIED 5 TE:Ei. STORM PANEU DRM # MVS � REPORT 0 20-0728JOI - /_1 I.-,— - ___ X L E - - CO IN I TILLIT TESTING & ENGINEERING COMPANY - _______ I . - . -.---- WALTFRA, nl,!JX J&, RE, filtew@,w),com PROIDUCT EVALUATION REPORT 71�75'1,kN.� 4414P ,L7A. �.N.AWi9 RtPORTINO.� 20-0727.02 PATE: July 27, 2020 PRODUCT CATEGORY. Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products,LW 4800 S.W. 51 Street Davie. Florida 3MI4 1, PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by"Weltor & T1111t, Jr., P.E. (System 10 4 1906) to the Global Protection Products, LLC, Rule Chapter No. SIG21I-3, Method 1 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 arcordance 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 and conditions 2. EVIDENCE SUBMITTED: N DOCW&N14]P_.EQ)4 Drawing No, 20-17S, titled "24 GAGE GALVANIZED STEEL STORM PANELF, sheets 1 thru 18 of IS prepared by 1 ilteco, lnc.'� signed and sealed by Walter A. Tillit, Jr., P.E,,, dated 13712712020, This drawing is an inteq "?Ag '06'Iml, , ,�k I , Evaluation Report. v�!� ...... 1 41� ,,,, ,,',I,,� I , � Itz" �' �,I`* 11 '��_-` \ " — A' � _�EN,y, ',!I� __ � it, -'--V �� * - -_-,S_---A---_'�-- . *. ' L�� _�-.167 I. ' --:, ;-le , �, - A*L, '* ': 6.3.55N.W.36thStreet, Suite 305,,MaMi, Florida 33166 -Phone: (305) 87141*,� 6-4%, . 'e-1511 GULAR & LIFE SAFETY LT-ORM PANEL,$ (SCALEE 1/2tvl') ---,-,�,-""-----------�.,�--,.-,�-.,------ I!L195' MAL WOTH) ------- --- ----- -- - - - - -_ 7 - .. I --I----- - ----- 51W (TOTAL WVTH`_- -1-1-1-- - - - I -L . I _- ------------ - -- 12,500' (EFTE IM WIDT4 - - --,---- — -- --- - ___ - -i � ; - - __ - ____-_ �6 114"- � -_ , - _ � -, -- � - , I . �--- -- -- - - -- '62-50" - - - ,--- - - - � r I " . � ; � ^� i ,i]60- t3pol 1 i I ,� _-I.3F,__1 f- � , - 7_ - �500 I ,M. � I ; I � I r I i !,,!A, , � I I " I ,--I "iSO-1 I �* O'Dw WK THRx - 1.350*- -IV � - 7,[ 1 1, , � I , I . I , - � - �, IV � . ONLYWHIM SIM 1 A, I- I , " /_1 - ;_� I � " 11, - ASIV A-W r . F -�-I'- . � O.os- " THICK 7'��,,,`!�,. --- ! #0 --- , , , � , , . � G WMWVD _� I I �__ I ; - . I /I .657 F 1 *2 i�'651 I m'zc w I , � 17� %-a- - (ALWINIM1.1 =L 'P MMAMEFB�'� i X, __ I I G-011 dkv. -, \ ASTU A,VW / _, 11 / ED ,I - -1: I i ' �� 2,obw TM , 2.Dpa- .24-,.�x , N,,.FV TYP I CPA" " MON" DEVUL A-t � " __ �t - DOAK. �_! ' i _�_ __ EDGE \ -,"',, 0-60 MV. \ EWE - IL- I \, -Gp. . 11 4816 MTAIL 4 � 48S L A . --------- I I - ------- , ---- __ .- , - - __ �_ ___ __ L_,t:::�/ I " , " RMW - , � � ------ � , � , ,3k. I I I - I ` -- - ---- 5.2SV-- -1 ��.3tw T 2MR11111-mll 0 END MRM PANEL -1 � 1 2A , _ '1_1`1 ,v� I-' I !Y, SO. I �,.,,� �, !,.,- f- " ______,_, - IIII7*1_1 T _250i -7 12�6 40M 10-.- 1-5 PAMP�-s pI?_�e_ __,�' � W , : , 1� I 1,2W i'lou, . :760. �/ , UA W/ HEMMED EDar. , -,,�_, "I - f � - � I " It a . ,� _2 125' , g-S STUD RYFIn -V �. " _e - i , _' &S. WW NN, - � I lw� I I I I 3�""I` 0 � .- - . 2w, 1 I I ! I to ANCLE 0 TO AM= I - , -Z 1_"��_ I I I -1 ,� - PK�, - �__ __ , - ,_,�� to.... L-LM I ! � .i I . 1 12 . 112, Ilt I Iz 'Ir O:C. - . 3,4n. . i .0t$1 - I —I. V //V , C., I OVIr C. ----I , - I I ,� 2OW. 1.500, 1,5w. , 11 � - 11 Z,:��N_ ,_ - - , 2.12 �, <, ,z� I I � SEE I 9N, r949' SEE "I :;_1 1 003, ,I E A-1 �T� .- I W - ,� �___ r, !J 1 '4.250' - �7_ 1- 2�1� - i OCTA& I � � � '. I . DETAIL I � � a 0. 14 T5 1, , - .1� ,- I x// =, HEMME11- I- I 11 I 2 "' % I .1 I , - I 1_1m, , - , b 3 ,1 - ,_ � � R. 0. A75 � I � 7 1 125� � I i I � , I �1` 4�K -� I � LI tl�j __ . , I :P1, - _5� W-1 11, , 1 -,,,-' --t,sw �-ISOC._j — ' � I � .. , J "J/T� �_ _,�< ISOMEtRIC WIN WAL-A / L.- 2.0mr-, _ _- ..U.� - ROUNDED CORNER & 040S OF PANEL'S nra END UP W/ HDPAD ME. (�) "h"-, HEA2E (�) *T-MAUR (Z ANGLE (N�Tg) _) @� ANQLE MITT.Ii STUD @ ANOLE WITH I - - —1 VARIES KEY= STUD , I Sum, - : _=_ V_t 11,14 & 2/14 0 344' .374 ��, n T I- __ _ . ,� �,, - - � . -70MEWE `� �Dsel ,?W -- i �390 � - .Ida'- � � J101 i , � f -, I - r11 , .,-, L,�i_ ___ I - I_427 ii,�� I/l.f-M 3" SUM - I , � . IS STUD Rwm to � . �_ 4-1 - �_ ` I - � , I � .4 � 07 - -` -;`r*-"--,, P Vl- - ,2n.� I I- IT- r, '04. ; , ; --,-,, I I ..';S-, -_ I ) � ;�CLI 0 12 112 � � I - 8_1 � " � -_ - � . I � '. , I I � i 671. � , - - -, �'L I I I - , 1. " I . ! ,3W 1 0i � 5 1,31 R,M. 'BTI uiha-1 � � L Lll� 'Og3. : - qi�'. t�OI�S` I I : 1 P � �1� " � � __� - � 7,B. � I i 49i= � . . `16� 1 705? ; I., A L_A� � - ., 5 _W. i--- i __J____, , I , � EYM PANEL 01VILAV, I - W. 1065, t . : - F___1___j i - , .084, 7-000' (�) KEY HOLE USHER Ri�# - 2GC0^-- --7--) : - � .00' f------. @ *r TRAPS M= (9 3Z6- 'E: 11=15 Q) ME PLATED D.636' (MM,) ' -OW - � � '4WA04140", I= STUD c GALVANIM STEEL ; " , 1.1W.4 !_ ! I -,--" _ 4 SEA, I � *., IS- LOW. /0, lq/.�,N. i - I",- [ � 49*111�*`,,' �. V, � "" �CEN4 ,%. N ,37P-O '01575'0 ; Z - . . I � I - ,iI ____J � � - - 14- I I'm : % I 3iS - - = - No. 44161 - % I � �fk_ �_� .. * **1 FLORIDA BUILDINO CODE (High Velocity Hurricane Zone) - . . �� - ______4 i* I , - Az .1 Ow- q .75., ED NICKEL -M TIMM IF- - STATE OF .:,27 .2m 'XIEM OIL, 1p I _�w .,2S_ - �-ws wflel. Null 11A. $% , " - ,,- 20 GAGE GALVANIZED STEEL S701M PANEL ORW4 fi, . 4 11 ,� 0 1 (�� KEY HOLE ,i,.. 0 " .-.-- __ I ". I GLOBAL PROTECTION PRODUCTS, U.C. "'/00A`V'E'-e`* -.-- - - =Fic -o. IN, �. - 2= - KAll'-.; AT PANE I "_�, ri - 1* ; %1; — _____ /ITL Aw SM, 5 SIRECT , nuo __W It 0 1) 2'XZ:Xl /4* ALTERNATIVELY USE WIN(F AUT W~ L I DAM- `1. W1 MONDUINK. MHUR W/ AMOCNAL I M�a K40W CW).-RIA., .19")"�Nrt 20-176 ALWONWLAHM 1 ;111"k.1/32 ? PAWNOR .... WA,WG%ATVffgAwx CA-00WHI . .; " 1`11Z I Fli�11_1 M11M 2 W n - *AZ,jk t;n k� PC E. I I ------,"-- "" - INSTALLATIO DETAILS Egg REGULAR PANEULL) & dA 919M VEM FOR INUMMIM IN PaM MUM INIQ EXISTING POUREQ CONCRETE QR CONCREIE BLOCK STRUCTURM QQN= am QR sm i WU1.*111r*41.*"DM"T.1 I�LWI COMORETE �- * VAUD EM FULLAR, WE SM AND E=Z H49 MM NR 2M =,.�E� .�", I gu::Trm,"�d , � ,,�� MIN"` � I � � , SCHEDULE 10 SHEET a 6, 4) SNEEB� I " ` -1 ., -AA , I. - - - , I t . '4' * 1, , [ 46 , - . to , i 1'1�� I - t��.A Li,i,a. I � . _ -_ - - - -_ I! ,�,, - __� . HOWS v "I -I IJ I I , � a--_ I - - �11� � I , rXISIVA; POLM, I � L � T11, � T� I 0. �`,�� __ � j ,� 2&*M I I , I r�- I- I I%'% 0,* AN I.= i OMICRETE 1 1 1 i , FRO I ) ", 1 i I , ('�) , rw - - 11-1-0 , " th"IMIL. � xS 11 I ( i - �, .. = , I FID: 1� : . -i � 4P ; 03 — I � - I 1 �� i FiD, I 1 I , , - I I. i. - I L-q)-% . I - I , � -1 - - - - t Ii. � -1, � I I . I I I i,l,.,,S��,��-, , : "' _,��:!�, , .... -1 I I I �, I I t � W ... , I IIIIIIS I ; ,.,I I . %HL , r I I � Y_ :L41i�LL ! I EX=14 POURED I i iii — jr- � It, - -,- - , .1 - 7 � CONCRM OR ___ I I - 5i =I.&-- . - , I -MI CONCRM swex � �L : � i A t - cl� . / � ,_;_ I- _� REQUIRIED. I , , 0 '� 1, / 1 1 v !tt I I � - I ow --t. I I I i N I, t�; I.-." , I I I : *V � WA-. PA .r1W .10 1_1_1 - ,,� 1111111- _1 - � --..--. � 71114- I - I Q" 1,I,AAR -- .. 11111-1111111 - .1 � �:��"' , - 'ILI , �r - I � t I ) I 4-44nnw t I 1 = At a M-11 1i; -2 I/r or I i -� SEC"AIN, A W41 T MA, W-1 I � I �, - I I i --,- I ., ,,, - 1 , "' 1A_r*ffI= = " �, __ �_ --I ___ 1".. � I , , I . — 1111V IV" , , IWAIA. "Et �- I I i ti , � ,V - � =r. ., I. - i IIA 4' �_' I,- SHIM' I - 1 --� �__:%_ I .- (1� d 119- . I , "MEA"ItATCAI ,L) I L.. 4 " wa W ; i I i . I: UP. I,, _J I I Ii I =I- i � - I, , X . j R51 -. ../4 __�/ - Ile, �11,',,,',, i I i � — 7,-�, - I'll, 11 "I � I'll I MX I'V/2-ILC j i �I � I'll � ", I I I ;1 — 11-0/- It I i ;1 ,, I I , _;�_ N", L I T 41 1. , i I 1�_J ; � I � � I EXISIRM4 ED � Eb- :�, � - , F.0V14__= 0. � r � c ,,� COWAtm L � "' i " --i � I 1 CAIEA4PON) CONCRETE I , � I t.b. ". ff I REOUIFZD I i 1 "ISTIM POURED, . "". = 0 (PLAN) I I i COW -am OR I - — - I � ii ______ -_ I SCALE: 3/16-1 CONCRETE BLOCK , � I - I I .., . -__t _227V * - .., � ; RECCOP&6 - 1/2 ,�_ X M I ___ =____!b. `APIPAI - =1 I,.:---, , � ." I - .W 1.�, . ________ - � 9. 1� `,MN`WA 116 1 CAUtc- PA � - ", � lt�l _'I 1�� 4 =I?- I16-0 , : IINII0,AII, . = ,.iWA FEMALE ", A, 1� I -, __ ',�i:�, -"',--_" == ! M.— I CaNcREM A 11- i I , -L - - .. - I PKLUS I 11 I= SCHED, ,�,,: � I I I t 0) ','4" S&SOTV ON I WA6 INOUNICING (0.110 SWM a THROUCH - BUILD Oka MOWING c ,,, , , SECTIZINS-5-A I � IM \ ,J, / ", F7!"". E4ALE: ,;I/S.I. __4VA. - so, - � _ W?/ F1 =%=�" *,--/' "` - ; =:0--we Note A '__11)GE OF EXISTING * NEW I' WIDE A VARIES . 1,907 1 ". ' EDGE: OWANM � 0 W@ - 00I,A IV, be .".., 6PF 1 J,4WNG THICK ALUM. TUBE OR I' A _ (SEE SCHEDULE �N - - , I I -_ - '�� - , I - I Q%VNN) I . � � I � Z ...... %ne'I P.T Y400 PLATE SPACER �� . � . ! , _(D L, SHEETS 8 & 9, I : 7' 1� * NEW I' WIDE I VARIES. 1/8" " � I I I-,, __7" &w. TUBE OR 11 X VARIES . . � I , I T I ,P,T WOOD PLATE SPACER �11 � I TOP & BOTTOM MOU14TINGS CAN BE I A f "AID TRAM I 6 ��,�, I� �j I r (pow � Xl* � .r � � C0448INED IN ANY WAY TO SOT ANY I I= TW , i INSTALLATION, "I'll SCALE 3/1 1-i I a 41 .. I .LRACK Co,tt, ,,,� ... I'll, 7 _4_1� 5 UGH 16 � 11 L I , ..... � . , !�._��, I -AnJI , I "Y � -MM,w,MxItupw Ise. E ... -I F_� �� No , , . -.I--,- FLORIDA BUILDING CODE (High valocay HAU cone Zone) - WIC"M ANC-M - r - Met Wwow ,G)" W K A - X%_-=, , In- - I Wft 0 4111" `-, I .1 ., 1 om wem. M FA �. - " 11 - 2D CAM GALVANIZED STEEL, STORM PANEL , a M. . M.X% MOZWT, = . I = MOW" E** . Z C__ X� si�ft�� = " * - . W/M/wn S.C.. *4 *__i �'____��, , BAL PROTECTION PRODUCTS, U.C. PATID DETAIL FOR 261MRS REQUIRED Al TOP Olt S, "P ,- 0 , * _ GLO I 1 4 11LIECOtiet. 4M ILVI. 51 STREET , . , I FI. 33514 k, 04:-.. , - WIV4 ==01=1101% Pt"r- Do"It" 20-176 07TOM MMOM-A"M TO M=4= RAN ,,,,,, Fi . al..", I , - � I.." t. FA% PIA, I0, W . FA� 06AWNW-6te? ... REJUTE ". - — I mi IXM~ N.,.. I WALTER A-Z, Z I I � FLOVA � _� Pit 5#11k 1 � � I . I "%;I;=- Y-OWA-1 92 I A I PRODUC f EVALLATION RBI!ORT NO, 10-0727�02 2 - I ___ Large missile impact load tests were performed under SSTD 12-913 standard as per section 1600.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-33D. Test reports prepared Ioy American Testing - , , Lab of South Florida, Report # 0814.01�01 dated 03/1 V02 witnessed by William R. Mohner, P.E.. Bortz Moroz, P.E, and Henry Hattem, P,E. and Report No. 02i 9-01 -69. dated February 25, 2000, signed and sealed by'Edmundo Largaespecla, P * E_ and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared byAmencan Testing Lab ofSouth Florida, Report No. 1123.01-10, dated Navember23,2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P,E, as pe'rASTM 5-8 and Tensile Test as per 00 Metallurgical Report No. 1 OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-B. 2.3. STRUCTURAL,ENGINEEPJNG CALQWA,A1&NS, On 24 Gage Galvanized Steel Siorm Panel for maximum panel length vs. design wind load, as well as maximum ahchar,spacing vs. design wind load and panel length based on rational and comparative analysis, arid in accordance with section 1004 of the Florida Building Code, Calculations prepared by T11teco, Inc., dated 12/16110 and 08/27113 (for this revision), signed and sealed by Walter A, 71111t, Jr,, P-E, 3. MI§ SILE IMPACT RESIST - ANICIS. Large missile impact under section 1009.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAB 201. 4. WND 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 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17& Maximum AnrbOT Spacing shall be as indicated on sheets 5, a, 10, 11, 13 thru 116 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been yeriflod for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. P T .0111 (11. r- .. I � . ,,.- 6-INSTALLAITION: ��__ I:Z Installation shall be performed strictly in accordance with details i4cated on 13 :_:-:11 sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), r_ drawing No, 20-175. Minimum separation to glass shall be as indicated on 0 sheets 3, 6,13,14,15, 16 and 18 of 18, of Product Evaluation DccumQ6':F_i (P.E-D.), drawing No. 20-175. . co -0 , W 0 X__ (z) ;", ,,, 1 C2- C- C�) _% MATERIAL GRARACTERIS130 AND SPECIFICATIONS- It -1 % Shall be Strictly in accordance with General Notes and Components 1n06teTCirT0_ � - sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), Ing !.*I 7; cc�,14 .-r- 20-175. 0 -0 cp .!!! I fW C4 'e- I , f co W CP Anchor Specifications shall be as Indicated on sheet I o 1, f Pr uc:F c-L. -�r,- c: Evaluation Document (P.E.Q._), drawing No. 20-17i .S S,-.. ,�2 �- C; �_- co 0, to Cle- 3� - � 3; " -0 LAIMITAT-10-K to W ,J W ::3 .5; C-- CP , W CO -.7- - CS:: *.:'I -0 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14,1 ed - C.%- on Shea I I 1 - 'of 18 of Product Evaluation Document P.E.D.), drawing � 20-175 40 V_ prepared by Tilteco, Inc. andsi I I I � T11111t, Jr., � F § 0 Igned aric alter A. T11111t, Jr., P - 06. 1� 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES �� as defined on section 1620.2 ofthe Florida Building Code. 7.3. Product shall only be installecl into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. 71111t, Jr., PIE, (Florida License No. 4067), President of Tifteco. Inc. (Florida CA-000671-9). - � 1/4,, 2/4, 3/4, 4/4,. 5/5, 7/5. I,IW/10, 2W/10, 3W/10, 4W/10. +6/5 _S' -__ --.__ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a & I? ,----- �- _____ .11 MAX- . I' ANN, FOR WOOD SEE SECTIONS ON SHEETS 10 At 11 � I* WIN. � I I r — 1 6 0 1 a 6 � — — . --- tw.�(J)� (�), 1"', , ---"-,----,, ,_ r , , -, -� L19 + V _fF_ -----i- -r--T---7- r,-F- Ir-___T__1 --- -- -- !--T-'r---`I--� -1--� --- rT _ I , I I I � T I I I I I -, I I r � ........... I ----- r, ,.' L � I I ! I I � ___+_1_ +_--1t , I , 1 F ? -7- i I � - , I � I , I I I I I C4 1�. (�)+@. (�) I I t i I . � _� 4 � i i I , I L I I � Y - 1 I 1. � I I � 7 I ! i , ,- I I I I i I i I I ! I I ! I I i I a I 1 I � I I,, I i � ;; .. I I I : . . I � 1 , . : I i I ! I I I . I I � . I I I I I . � ! 'I j I I I ; 1 I i �� I I � I I t I I I � ,i ! I a; I I . � i � I . I I I EQ I It _1__._!__L_._J__._! ,,',�1_1_ — __�___ -,-- ; � ---.-..-i --- � _.J - I - L_ I I - --- - Z - I— ___I__I ! 6 , - � - ,I4 __ - 11 _ 1 � - " :----,-, , ___ , , ___._ I - - ___ , _� __ __ I �� _T T� , I i � - T ; i i V , F _T_ i --- I 1 � I J !� I � r I � � 1 'I __I -,- 14 ` ; . 1 I i 1 411,111-1 _:� I I � I I 1 1 1 ! .1 I I � i I I I - 1_4 ---- - -- " , 4 _1 - - I i I I � ___ � I . - 1 1 �A ,q�v I � 1 , I ,.,,.,,,I-- i , + - , ; I � I � I I I I i i I � I , : i 1 1 1,& ", 1, _1 - , _i_'_,_ -I--.,----- I I - � 'I 1 I t I .-T � � [UNBOLTED PANELS 1 � v - �� I i i ! i I 1 - _5 W/ 1/40-20.1' ; i(SEE SECTIONS AS '5 1 � 1 iK. hiS. BOLT W/ �/S' X 3/32* 1 I, � . I - I APPLICABLE) ! I . i . I I 1, ikAGNUIS 0 EA. OVETJAP I � i I I I I ,I ; 1 , I � � 6 , I i � I I 1 (SEE SECTION' AS APPUCABLE) i � ! i . � .11, - , , - - , - - 1 -_ - --- -- _ - � § Ll- 'Ir J - - ____ I - � - - __ - ___ - 1 L 1 ,,, I 1 , i 1 I 11 I r r I . k I EQ i I I I --'---I- - _T] _T_1__ - - - __ _5 '-'------T -I- -_ '_ -_ _7 I - I I i 1 I I � I �? ,� 1 ! I 11 1 ; I " � I � , I I i . i � I I i . 1 i 1, I 1 1 1 ! 1 1 ; 1 1 1 1 t A I I , I ; 1 1 1 1 ." I I I 1 ,'I 1 1 1 � - ' I � � � � I I 1 I I I I I i I ; I I t, r L_ 7�i; [ i - I i ! � D.MJ9.@IG)+ __ __ i, _� _-1-- , -t--� - - '�', , I; T 1 I(C 1 a I &I I a 1 lwl 1 , @+T1(�)`_@- 0 ,, L; , i " 4 I 1.1 L" i 1 . , - I' WIN � 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, I. MIN, - I 1W/10, 2W/10. 3W/10. 4W110. r D/S Sw/1% sw/1 I & 7W/1 1 �_ y MAX , . � '14M� FOR CONCRETE SEE SCHEDULE ON SHMS 8 At Q_ �____ _.,__,_________ANC FCA WOOD SEE SECTIONS OR SHEETS 10 & , I - __ - ___ ___ __ REQULAR_ STORM PANELS (-1) & 9 ELEVATION NA.S. 2.67' 1/4" Mox. GAP (MIN. OVERLAP -1 IMIOUE VALUEYJ ,-A I - � ___ ___ - -, = __ " ,� 7 ,��' r - _____ , ,�" - - - L_ - \ \ - ,�A�� _ , i �'�l kku , ) I . N I . .,;....; W... ..� FLORIDA BUILDING CODE (High Vaiocity MW it:une Zonafl f6) I .1 %&F S, -. J� � TUM. W. - 1P � .' itio 44167 '. 1 20 GAGE GALVANIZED STEEL 'STORM PANEL I ~8Y - -_ SECTION A -Al *'. * - ; — � ATE��:� �-,_= GLOBAL PROTECTION PRODUCTS, LLC. " 'lum, KT.S. !F .0, . A � Ll i —6. � .W s1w, 61 STRUT �P% -C, Z. � * ,-- _=�V�kF� �g .� , .. , ,,_ ---o-- oRib T-v - - - ANY - . . �j , - , ree-W;W, eN,, ('"Aft..'m 20-175 �e, . cr... ==, P. (w �%�% _... , � OIFW.11-1a� -CIAN-4.70 -aw-.1 -_vw.� t - I - I I '91,11",�.11111*1.".-�*&-Ii--,Alr WAL 04-OW6719 F I - _-!�Nll 0L& nun &. R �� , WWI Wn — ft�_IWZ I I IMAUATION QEIAIU FOR REQUAR PANELS3 A (D INTO EXIaIING POUR_E0 r,ONCRETE OR 99NOEIE B=K STRUCTURES- --- POO CONCRETE _ _?RED CONCRETE ___T_� � 0 ! 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I - - - - I , ; h! � -4�--:- 8" I - .1 __ - ., 9 !I/- I � . -I ! _� I - � ,jr-20." � " I i- -, i ,� ,=L.,.1 -_ , � ,;,..=.,, I � ��, , !:,-,,n.",5,.*-/,:�', - I C1 L-, io ,WVI' I 41 :MV,LAF. fy � jomw, �_' ___ - , . iallil�wl_w I—, 3 .3t.j* �,___ I_ - � I I ,I � I q . � , i i - I____ " . - _. ' 1. 11.11-1- --I, , 71,71" , Al _ , I - - 1�= , --I'-..- -1-11-- , ', �- -. 1 L '- I ---- � _�__A,:, .1 - ------ � , ,� �I! r � . _ ; I � I -, - - , 1 9 A k . g i F I I II - I I � � I � I ! t � II I � I WX I . I I 0 . 420*11 150% � W"J, &-� I 3 F 'L' =I� � I I , i � f.3 OF "C � I MAX I ! : i _., .'� I . i rrt i �'�-, ,,, "': , ,, � ,;,,, A, , 1'.-1 ."i �,� PAX I - ,q � � I 11 'I; ! , I . - " " ! ! I - . ". . I . . , . : - T , I ill, I" 4 I � 7/6*3/32, 1 �',, 1 1 i , : - (I I �, . ' EL I:` t . - rp �1 ,�,_ - � .", L i I 0 E,x 0. �1 � E.� � : . I � _' � a It : i ,� I 1:1 � _ , - PFW . I . I I IX 01, I I � i , . i , , - I � � I I I .� D ; � . L_E7E -. � 1 500- � I i , , J � , ,� I -,-,- _ I - 4 ""', � � I i ,� " I L-E .1 : , � [�_ � - - - I � , Ll WIN. , , - I � 114*#2CA3V`4' S.S. BOLT I ", ____ i ,� - __ - ) 4 � � i ,� � � ", ___r7 - 1/4 1 1 ,", � ', 't - � : So/ 7/r 3 V* ; I I , I "; � � I : � � 12 IIA2/D,C, XRNG NUT . I I CONCRETE ANV,01* ; ; , � z I I - =EQUIAC 04 L ! ! OCAORM ANCHORS � - 'EGNGRCE ANC4ORS StAaGERED � � I ISM SCHED" ON :/ FM(SEE SCHOULE ON r I I I SHEET 9) I - MRW C= OR N - w_____QMTt09LC0KCKM ON 9EQU19M Z= OR ROXIOND ABOUIRED DIRECT 20 WALL NOUNTING PIUM AN , _ _Q WALL I PUNTING DIREQ1 MQVISI)JO INSTALLARON V=N I 2 3 I* SCALE 4/6-1, 5011:�Alwlh._ - FLO, - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MCUNTIINGS CAN BE SHEET 9) COMBINED IN ANY W& TO SLUT ANY INSTALLATION. __ I - ----- ___ ANCHI FOR CONCRETE SK SCHEDULE ON SHEET 5, __ ___ � _ , 13 Mo� 7 e7* ..; - I '_!A11 iMN O"'LAP-tiW401, '" _.*,tt Oe� *a wo " 't, -1-a (1) (1) C_ U) —W (3) -"—& 0 > r- 2 0 N =3 L_ _0 a) 0_ = a) 0_ o 2 = CU -0 0- . .a_" 0 a) 0 — CD -= a) -0 0 0 -0 0 .— = 0 L_ " W C= = .0 U_ ?9: Lr,- ,,- CU CU 0 CU 0 > - Ln -0 E a) 0 Cn " &_ a) -6--a 0- (n CU CX _= CU -.02 4-.0 — F —0 . 1= (0 < 0! 4 Z Z W mi U) _i._,,, " (2) (D cc'—) _4__J W 40 M =3 > 0 L_ 0— C/) CL < -0-0 0 a) =3 C- -0 0 CIO L_ 0- 0 (i) U) L. M " cn =3 LLJ n < Z Z < _J 0- SHEET NO. SH 1,0I 1. 11, . - 1�� I i �� , , III I ,,,,, � �.' - , I 1 �, I ", i I Qw� I � L , I I s 11 , I i � , - " -1" i I * --- I I I � � - I I _G , - , r 9 0 , � , = 479 : 11, � - I 'R III, ", M ,1 , �_il 1,11 19*10/1 k I 0.41 I ;_ mnvorp � E,B CONCRETE BLOCK r �, r I i ., -1 ww-rhz 0 I I ...... - , I 0ONtRM BLOCK I REOUIRED I- i r or, ;, i i t".1-- P"" " 0 - :: I REWROU I 4, i ,��,�,,��",',�,,��'.. i, ,i,,."�,:- -1 k c .T -,, I , �,n��-', �".- " �� , . � I "11, 11 ,, I I , . ! , . - -,.-. --.I EXISTING POURED: I� I � I- , � CONCRETE ;� 1�3/4-_ CONCRETE ;',� I � REBURIED � I -0. CONCRETT A4C"ORS ANDIM -� C'N"t"' ""'M - - 51110CRIM ./ STUD— ISEE SCHEDULE (W -19 I,I,,. M (2) t- '%E,Slr_�11 - MAMU4Z a), " '. It � 91 SHEETS a INRoLOH s) WA6L LVOUNJING � MOUNTIH9 . W!gy SWCUF ' .- ' . I- ___ , 1. _ -,-'I,- -I -_ -_ -,-- I I i . 1 k 01 - . �. A i I 1 1 : 4 .-I- ; _, r At ilvi"* �� . — - ---F 0 - - ., � CUNCRIEli ARCHM , I" IOU SOAMULIT am X SmarI a IMOUCH 0) CEIUNG th9w UNITING ,,,J, 1/1" I In ; t -,. 1 7 - � J � ---- - -- , ai - I 1, , I'll . I - -- IV, 1 4 ." ,,�z"',N� , 11 �z I r. . 1 amww# a _ i�R,�K I'll � I I EYM STUD 0 8 t 1; ,/2* Im 11 11 12 Ilr = I I 9 I&M 'I _01 g i . (D I �__ M'Ip.h. — I . I 5 I � I =11� � I -_ i , - __ - __ - - - I _1 I i ; I I - I i ! � ! ! I I i. I 11 - - 10= ,K,�,K 17=_ i - im , 1, T, , , i . ". t VON STUD 0 i I I �Z. - 11 � , 11 � i �, - - , -- - 4 , 1 ,2 qr " - " Mr. '7 FAISW Foot I I '_ i;IL 1 FAR, OUT 0 D � Ev \,'.'i 12 fir "� ;, ! . " _ __ ___ , -I CONCRETE CR - ' - , NT ! ______, ,-, CONCRETE BLOCK � '� -, "I - I 1 �2_ REQUM - 4 ,/1. I - I- .I - __b___ _I/r � � 'I , ;� % III I.?= __ K2M Y'It' . . .11 -Q4 -�/,'�Ajlh,?`P- '4X - (SEE: 50,kDuu: O.- - ., qE114'!_ lljlAtw#lflo74 I 1, , �1 win', I '.. sHEETs a T.*D" 9) AMSH&U 11.� "11 911I 11112=1114111 __ =am, rM - WGIE DISTANCE (SEE SCHEDULE ON — SHEETS 8 & 9) I — TOP & BOTTOM MOLINTIWS CAN BE COMBINED IN ANY WAY TO SUIT ANY 'Ins�IA-_11ON , , "IMNILrawl _I4Q_2ft-V= -3 0. MATERAL CHARACTERISTICS AND, SPECIFICABOR6 Shall bestrictly in accordance with General Notes and Components indicated on sheet 1, 2and 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, oflProduct Evaluation Dowimont (P,E.D,). drawing No. 20-176, 1 7_1LIM17117ATIONS AND CONDITION$ -Of USL, 7.1. Shall be strictly In compliance with General Notes No. III 8 thru 14, indicated an sheet 1 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. 0.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr,, P.E. 7.2. Product MayI be installed within HIGH VELOCITY HURRICANEZONES as defined on secton 1620.2 of the 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. Tilift, Jr�,. RE, (Florida License I N6.44167), President of Tiltew, Inc. (Florida CA-0006719). VVAT`,1L � D�� TiLTECCLAOMCIN RECORDS I P. E. REPOR'17_20 I G LORAL PROTECTION PRODUCTS. LLC % 20 SAGE GAILVANIZIED 5 TE:Ei. STORM PANEU DRM # MVS � REPORT 0 20-0728JOI - /_1 I.-,— - ___ X L E - - CO IN I TILLIT TESTING & ENGINEERING COMPANY - _______ I . - . -.---- WALTFRA, nl,!JX J&, RE, filtew@,w),com PROIDUCT EVALUATION REPORT 71�75'1,kN.� 4414P ,L7A. �.N.AWi9 RtPORTINO.� 20-0727.02 PATE: July 27, 2020 PRODUCT CATEGORY. Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products,LW 4800 S.W. 51 Street Davie. Florida 3MI4 1, PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by"Weltor & T1111t, Jr., P.E. (System 10 4 1906) to the Global Protection Products, LLC, Rule Chapter No. SIG21I-3, Method 1 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 arcordance 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 and conditions 2. EVIDENCE SUBMITTED: N DOCW&N14]P_.EQ)4 Drawing No, 20-17S, titled "24 GAGE GALVANIZED STEEL STORM PANELF, sheets 1 thru 18 of IS prepared by 1 ilteco, lnc.'� signed and sealed by Walter A. Tillit, Jr., P.E,,, dated 13712712020, This drawing is an inteq "?Ag '06'Iml, , ,�k I , Evaluation Report. v�!� ...... 1 41� ,,,, ,,',I,,� I , � Itz" �' �,I`* 11 '��_-` \ " — A' � _�EN,y, ',!I� __ � it, -'--V �� * - -_-,S_---A---_'�-- . *. ' L�� _�-.167 I. ' --:, ;-le , �, - A*L, '* ': 6.3.55N.W.36thStreet, Suite 305,,MaMi, Florida 33166 -Phone: (305) 87141*,� 6-4%, . 'e-1511 GULAR & LIFE SAFETY LT-ORM PANEL,$ (SCALEE 1/2tvl') ---,-,�,-""-----------�.,�--,.-,�-.,------ I!L195' MAL WOTH) ------- --- ----- -- - - - - -_ 7 - .. I --I----- - ----- 51W (TOTAL WVTH`_- -1-1-1-- - - - I -L . I _- ------------ - -- 12,500' (EFTE IM WIDT4 - - --,---- — -- --- - ___ - -i � ; - - __ - ____-_ �6 114"- � -_ , - _ � -, -- � - , I . �--- -- -- - - -- '62-50" - - - ,--- - - - � r I " . � ; � ^� i ,i]60- t3pol 1 i I ,� _-I.3F,__1 f- � , - 7_ - �500 I ,M. � I ; I � I r I i !,,!A, , � I I " I ,--I "iSO-1 I �* O'Dw WK THRx - 1.350*- -IV � - 7,[ 1 1, , � I , I . I , - � - �, IV � . ONLYWHIM SIM 1 A, I- I , " /_1 - ;_� I � " 11, - ASIV A-W r . F -�-I'- . � O.os- " THICK 7'��,,,`!�,. --- ! #0 --- , , , � , , . � G WMWVD _� I I �__ I ; - . I /I .657 F 1 *2 i�'651 I m'zc w I , � 17� %-a- - (ALWINIM1.1 =L 'P MMAMEFB�'� i X, __ I I G-011 dkv. -, \ ASTU A,VW / _, 11 / ED ,I - -1: I i ' �� 2,obw TM , 2.Dpa- .24-,.�x , N,,.FV TYP I CPA" " MON" DEVUL A-t � " __ �t - DOAK. �_! ' i _�_ __ EDGE \ -,"',, 0-60 MV. \ EWE - IL- I \, -Gp. . 11 4816 MTAIL 4 � 48S L A . --------- I I - ------- , ---- __ .- , - - __ �_ ___ __ L_,t:::�/ I " , " RMW - , � � ------ � , � , ,3k. I I I - I ` -- - ---- 5.2SV-- -1 ��.3tw T 2MR11111-mll 0 END MRM PANEL -1 � 1 2A , _ '1_1`1 ,v� I-' I !Y, SO. I �,.,,� �, !,.,- f- " ______,_, - IIII7*1_1 T _250i -7 12�6 40M 10-.- 1-5 PAMP�-s pI?_�e_ __,�' � W , : , 1� I 1,2W i'lou, . :760. �/ , UA W/ HEMMED EDar. , -,,�_, "I - f � - � I " It a . ,� _2 125' , g-S STUD RYFIn -V �. " _e - i , _' &S. WW NN, - � I lw� I I I I 3�""I` 0 � .- - . 2w, 1 I I ! I to ANCLE 0 TO AM= I - , -Z 1_"��_ I I I -1 ,� - PK�, - �__ __ , - ,_,�� to.... L-LM I ! � .i I . 1 12 . 112, Ilt I Iz 'Ir O:C. - . 3,4n. . i .0t$1 - I —I. V //V , C., I OVIr C. ----I , - I I ,� 2OW. 1.500, 1,5w. , 11 � - 11 Z,:��N_ ,_ - - , 2.12 �, <, ,z� I I � SEE I 9N, r949' SEE "I :;_1 1 003, ,I E A-1 �T� .- I W - ,� �___ r, !J 1 '4.250' - �7_ 1- 2�1� - i OCTA& I � � � '. I . DETAIL I � � a 0. 14 T5 1, , - .1� ,- I x// =, HEMME11- I- I 11 I 2 "' % I .1 I , - I 1_1m, , - , b 3 ,1 - ,_ � � R. 0. A75 � I � 7 1 125� � I i I � , I �1` 4�K -� I � LI tl�j __ . , I :P1, - _5� W-1 11, , 1 -,,,-' --t,sw �-ISOC._j — ' � I � .. , J "J/T� �_ _,�< ISOMEtRIC WIN WAL-A / L.- 2.0mr-, _ _- ..U.� - ROUNDED CORNER & 040S OF PANEL'S nra END UP W/ HDPAD ME. (�) "h"-, HEA2E (�) *T-MAUR (Z ANGLE (N�Tg) _) @� ANQLE MITT.Ii STUD @ ANOLE WITH I - - —1 VARIES KEY= STUD , I Sum, - : _=_ V_t 11,14 & 2/14 0 344' .374 ��, n T I- __ _ . ,� �,, - - � . -70MEWE `� �Dsel ,?W -- i �390 � - .Ida'- � � J101 i , � f -, I - r11 , .,-, L,�i_ ___ I - I_427 ii,�� I/l.f-M 3" SUM - I , � . IS STUD Rwm to � . �_ 4-1 - �_ ` I - � , I � .4 � 07 - -` -;`r*-"--,, P Vl- - ,2n.� I I- IT- r, '04. ; , ; --,-,, I I ..';S-, -_ I ) � ;�CLI 0 12 112 � � I - 8_1 � " � -_ - � . I � '. , I I � i 671. � , - - -, �'L I I I - , 1. " I . ! ,3W 1 0i � 5 1,31 R,M. 'BTI uiha-1 � � L Lll� 'Og3. : - qi�'. t�OI�S` I I : 1 P � �1� " � � __� - � 7,B. � I i 49i= � . . `16� 1 705? ; I., A L_A� � - ., 5 _W. i--- i __J____, , I , � EYM PANEL 01VILAV, I - W. 1065, t . : - F___1___j i - , .084, 7-000' (�) KEY HOLE USHER Ri�# - 2GC0^-- --7--) : - � .00' f------. @ *r TRAPS M= (9 3Z6- 'E: 11=15 Q) ME PLATED D.636' (MM,) ' -OW - � � '4WA04140", I= STUD c GALVANIM STEEL ; " , 1.1W.4 !_ ! I -,--" _ 4 SEA, I � *., IS- LOW. /0, lq/.�,N. i - I",- [ � 49*111�*`,,' �. V, � "" �CEN4 ,%. N ,37P-O '01575'0 ; Z - . . I � I - ,iI ____J � � - - 14- I I'm : % I 3iS - - = - No. 44161 - % I � �fk_ �_� .. * **1 FLORIDA BUILDINO CODE (High Velocity Hurricane Zone) - . . �� - ______4 i* I , - Az .1 Ow- q .75., ED NICKEL -M TIMM IF- - STATE OF .:,27 .2m 'XIEM OIL, 1p I _�w .,2S_ - �-ws wflel. Null 11A. $% , " - ,,- 20 GAGE GALVANIZED STEEL S701M PANEL ORW4 fi, . 4 11 ,� 0 1 (�� KEY HOLE ,i,.. 0 " .-.-- __ I ". I GLOBAL PROTECTION PRODUCTS, U.C. "'/00A`V'E'-e`* -.-- - - =Fic -o. IN, �. - 2= - KAll'-.; AT PANE I "_�, ri - 1* ; %1; — _____ /ITL Aw SM, 5 SIRECT , nuo __W It 0 1) 2'XZ:Xl /4* ALTERNATIVELY USE WIN(F AUT W~ L I DAM- `1. W1 MONDUINK. MHUR W/ AMOCNAL I M�a K40W CW).-RIA., .19")"�Nrt 20-176 ALWONWLAHM 1 ;111"k.1/32 ? PAWNOR .... WA,WG%ATVffgAwx CA-00WHI . .; " 1`11Z I Fli�11_1 M11M 2 W n - *AZ,jk t;n k� PC E. I I ------,"-- "" - INSTALLATIO DETAILS Egg REGULAR PANEULL) & dA 919M VEM FOR INUMMIM IN PaM MUM INIQ EXISTING POUREQ CONCRETE QR CONCREIE BLOCK STRUCTURM QQN= am QR sm i WU1.*111r*41.*"DM"T.1 I�LWI COMORETE �- * VAUD EM FULLAR, WE SM AND E=Z H49 MM NR 2M =,.�E� .�", I gu::Trm,"�d , � ,,�� MIN"` � I � � , SCHEDULE 10 SHEET a 6, 4) SNEEB� I " ` -1 ., -AA , I. - - - , I t . '4' * 1, , [ 46 , - . to , i 1'1�� I - t��.A Li,i,a. I � . _ -_ - - - -_ I! ,�,, - __� . HOWS v "I -I IJ I I , � a--_ I - - �11� � I , rXISIVA; POLM, I � L � T11, � T� I 0. �`,�� __ � j ,� 2&*M I I , I r�- I- I I%'% 0,* AN I.= i OMICRETE 1 1 1 i , FRO I ) ", 1 i I , ('�) , rw - - 11-1-0 , " th"IMIL. � xS 11 I ( i - �, .. = , I FID: 1� : . -i � 4P ; 03 — I � - I 1 �� i FiD, I 1 I , , - I I. i. - I L-q)-% . I - I , � -1 - - - - t Ii. � -1, � I I . I I I i,l,.,,S��,��-, , : "' _,��:!�, , .... -1 I I I �, I I t � W ... , I IIIIIIS I ; ,.,I I . %HL , r I I � Y_ :L41i�LL ! I EX=14 POURED I i iii — jr- � It, - -,- - , .1 - 7 � CONCRM OR ___ I I - 5i =I.&-- . - , I -MI CONCRM swex � �L : � i A t - cl� . / � ,_;_ I- _� REQUIRIED. I , , 0 '� 1, / 1 1 v !tt I I � - I ow --t. I I I i N I, t�; I.-." , I I I : *V � WA-. PA .r1W .10 1_1_1 - ,,� 1111111- _1 - � --..--. � 71114- I - I Q" 1,I,AAR -- .. 11111-1111111 - .1 � �:��"' , - 'ILI , �r - I � t I ) I 4-44nnw t I 1 = At a M-11 1i; -2 I/r or I i -� SEC"AIN, A W41 T MA, W-1 I � I �, - I I i --,- I ., ,,, - 1 , "' 1A_r*ffI= = " �, __ �_ --I ___ 1".. � I , , I . — 1111V IV" , , IWAIA. "Et �- I I i ti , � ,V - � =r. ., I. - i IIA 4' �_' I,- SHIM' I - 1 --� �__:%_ I .- (1� d 119- . I , "MEA"ItATCAI ,L) I L.. 4 " wa W ; i I i . I: UP. I,, _J I I Ii I =I- i � - I, , X . j R51 -. ../4 __�/ - Ile, �11,',,,',, i I i � — 7,-�, - I'll, 11 "I � I'll I MX I'V/2-ILC j i �I � I'll � ", I I I ;1 — 11-0/- It I i ;1 ,, I I , _;�_ N", L I T 41 1. , i I 1�_J ; � I � � I EXISIRM4 ED � Eb- :�, � - , F.0V14__= 0. � r � c ,,� COWAtm L � "' i " --i � I 1 CAIEA4PON) CONCRETE I , � I t.b. ". ff I REOUIFZD I i 1 "ISTIM POURED, . "". = 0 (PLAN) I I i COW -am OR I - — - I � ii ______ -_ I SCALE: 3/16-1 CONCRETE BLOCK , � I - I I .., . -__t _227V * - .., � ; RECCOP&6 - 1/2 ,�_ X M I ___ =____!b. `APIPAI - =1 I,.:---, , � ." I - .W 1.�, . ________ - � 9. 1� `,MN`WA 116 1 CAUtc- PA � - ", � lt�l _'I 1�� 4 =I?- I16-0 , : IINII0,AII, . = ,.iWA FEMALE ", A, 1� I -, __ ',�i:�, -"',--_" == ! M.— I CaNcREM A 11- i I , -L - - .. - I PKLUS I 11 I= SCHED, ,�,,: � I I I t 0) ','4" S&SOTV ON I WA6 INOUNICING (0.110 SWM a THROUCH - BUILD Oka MOWING c ,,, , , SECTIZINS-5-A I � IM \ ,J, / ", F7!"". E4ALE: ,;I/S.I. __4VA. - so, - � _ W?/ F1 =%=�" *,--/' "` - ; =:0--we Note A '__11)GE OF EXISTING * NEW I' WIDE A VARIES . 1,907 1 ". ' EDGE: OWANM � 0 W@ - 00I,A IV, be .".., 6PF 1 J,4WNG THICK ALUM. TUBE OR I' A _ (SEE SCHEDULE �N - - , I I -_ - '�� - , I - I Q%VNN) I . � � I � Z ...... %ne'I P.T Y400 PLATE SPACER �� . � . ! , _(D L, SHEETS 8 & 9, I : 7' 1� * NEW I' WIDE I VARIES. 1/8" " � I I I-,, __7" &w. TUBE OR 11 X VARIES . . � I , I T I ,P,T WOOD PLATE SPACER �11 � I TOP & BOTTOM MOU14TINGS CAN BE I A f "AID TRAM I 6 ��,�, I� �j I r (pow � Xl* � .r � � C0448INED IN ANY WAY TO SOT ANY I I= TW , i INSTALLATION, "I'll SCALE 3/1 1-i I a 41 .. I .LRACK Co,tt, ,,,� ... I'll, 7 _4_1� 5 UGH 16 � 11 L I , ..... � . , !�._��, I -AnJI , I "Y � -MM,w,MxItupw Ise. E ... -I F_� �� No , , . -.I--,- FLORIDA BUILDING CODE (High valocay HAU cone Zone) - WIC"M ANC-M - r - Met Wwow ,G)" W K A - X%_-=, , In- - I Wft 0 4111" `-, I .1 ., 1 om wem. M FA �. - " 11 - 2D CAM GALVANIZED STEEL, STORM PANEL , a M. . M.X% MOZWT, = . I = MOW" E** . Z C__ X� si�ft�� = " * - . W/M/wn S.C.. *4 *__i �'____��, , BAL PROTECTION PRODUCTS, U.C. PATID DETAIL FOR 261MRS REQUIRED Al TOP Olt S, "P ,- 0 , * _ GLO I 1 4 11LIECOtiet. 4M ILVI. 51 STREET , . , I FI. 33514 k, 04:-.. , - WIV4 ==01=1101% Pt"r- Do"It" 20-176 07TOM MMOM-A"M TO M=4= RAN ,,,,,, Fi . al..", I , - � I.." t. FA% PIA, I0, W . FA� 06AWNW-6te? ... REJUTE ". - — I mi IXM~ N.,.. I WALTER A-Z, Z I I � FLOVA � _� Pit 5#11k 1 � � I . I "%;I;=- Y-OWA-1 92 I A I PRODUC f EVALLATION RBI!ORT NO, 10-0727�02 2 - I ___ Large missile impact load tests were performed under SSTD 12-913 standard as per section 1600.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-33D. Test reports prepared Ioy American Testing - , , Lab of South Florida, Report # 0814.01�01 dated 03/1 V02 witnessed by William R. Mohner, P.E.. Bortz Moroz, P.E, and Henry Hattem, P,E. and Report No. 02i 9-01 -69. dated February 25, 2000, signed and sealed by'Edmundo Largaespecla, P * E_ and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared byAmencan Testing Lab ofSouth Florida, Report No. 1123.01-10, dated Navember23,2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P,E, as pe'rASTM 5-8 and Tensile Test as per 00 Metallurgical Report No. 1 OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-B. 2.3. STRUCTURAL,ENGINEEPJNG CALQWA,A1&NS, On 24 Gage Galvanized Steel Siorm Panel for maximum panel length vs. design wind load, as well as maximum ahchar,spacing vs. design wind load and panel length based on rational and comparative analysis, arid in accordance with section 1004 of the Florida Building Code, Calculations prepared by T11teco, Inc., dated 12/16110 and 08/27113 (for this revision), signed and sealed by Walter A, 71111t, Jr,, P-E, 3. MI§ SILE IMPACT RESIST - ANICIS. Large missile impact under section 1009.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAB 201. 4. WND 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 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17& Maximum AnrbOT Spacing shall be as indicated on sheets 5, a, 10, 11, 13 thru 116 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been yeriflod for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. P T .0111 (11. r- .. I � . ,,.- 6-INSTALLAITION: ��__ I:Z Installation shall be performed strictly in accordance with details i4cated on 13 :_:-:11 sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), r_ drawing No, 20-175. Minimum separation to glass shall be as indicated on 0 sheets 3, 6,13,14,15, 16 and 18 of 18, of Product Evaluation DccumQ6':F_i (P.E-D.), drawing No. 20-175. . co -0 , W 0 X__ (z) ;", ,,, 1 C2- C- C�) _% MATERIAL GRARACTERIS130 AND SPECIFICATIONS- It -1 % Shall be Strictly in accordance with General Notes and Components 1n06teTCirT0_ � - sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), Ing !.*I 7; cc�,14 .-r- 20-175. 0 -0 cp .!!! I fW C4 'e- I , f co W CP Anchor Specifications shall be as Indicated on sheet I o 1, f Pr uc:F c-L. -�r,- c: Evaluation Document (P.E.Q._), drawing No. 20-17i .S S,-.. ,�2 �- C; �_- co 0, to Cle- 3� - � 3; " -0 LAIMITAT-10-K to W ,J W ::3 .5; C-- CP , W CO -.7- - CS:: *.:'I -0 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14,1 ed - C.%- on Shea I I 1 - 'of 18 of Product Evaluation Document P.E.D.), drawing � 20-175 40 V_ prepared by Tilteco, Inc. andsi I I I � T11111t, Jr., � F § 0 Igned aric alter A. T11111t, Jr., P - 06. 1� 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES �� as defined on section 1620.2 ofthe Florida Building Code. 7.3. Product shall only be installecl into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. 71111t, Jr., PIE, (Florida License No. 4067), President of Tifteco. Inc. (Florida CA-000671-9). - � 1/4,, 2/4, 3/4, 4/4,. 5/5, 7/5. I,IW/10, 2W/10, 3W/10, 4W/10. +6/5 _S' -__ --.__ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a & I? ,----- �- _____ .11 MAX- . I' ANN, FOR WOOD SEE SECTIONS ON SHEETS 10 At 11 � I* WIN. � I I r — 1 6 0 1 a 6 � — — . --- tw.�(J)� (�), 1"', , ---"-,----,, ,_ r , , -, -� L19 + V _fF_ -----i- -r--T---7- r,-F- Ir-___T__1 --- -- -- !--T-'r---`I--� -1--� --- rT _ I , I I I � T I I I I I -, I I r � ........... I ----- r, ,.' L � I I ! I I � ___+_1_ +_--1t , I , 1 F ? -7- i I � - , I � I , I I I I I C4 1�. (�)+@. (�) I I t i I . � _� 4 � i i I , I L I I � Y - 1 I 1. � I I � 7 I ! i , ,- I I I I i I i I I ! I I ! I I i I a I 1 I � I I,, I i � ;; .. I I I : . . I � 1 , . : I i I ! I I I . I I � . I I I I I . � ! 'I j I I I ; 1 I i �� I I � I I t I I I � ,i ! I a; I I . � i � I . I I I EQ I It _1__._!__L_._J__._! ,,',�1_1_ — __�___ -,-- ; � ---.-..-i --- � _.J - I - L_ I I - --- - Z - I— ___I__I ! 6 , - � - ,I4 __ - 11 _ 1 � - " :----,-, , ___ , , ___._ I - - ___ , _� __ __ I �� _T T� , I i � - T ; i i V , F _T_ i --- I 1 � I J !� I � r I � � 1 'I __I -,- 14 ` ; . 1 I i 1 411,111-1 _:� I I � I I 1 1 1 ! .1 I I � i I I I - 1_4 ---- - -- " , 4 _1 - - I i I I � ___ � I . - 1 1 �A ,q�v I � 1 , I ,.,,.,,,I-- i , + - , ; I � I � I I I I i i I � I , : i 1 1 1,& ", 1, _1 - , _i_'_,_ -I--.,----- I I - � 'I 1 I t I .-T � � [UNBOLTED PANELS 1 � v - �� I i i ! i I 1 - _5 W/ 1/40-20.1' ; i(SEE SECTIONS AS '5 1 � 1 iK. hiS. BOLT W/ �/S' X 3/32* 1 I, � . I - I APPLICABLE) ! I . i . I I 1, ikAGNUIS 0 EA. OVETJAP I � i I I I I ,I ; 1 , I � � 6 , I i � I I 1 (SEE SECTION' AS APPUCABLE) i � ! i . � .11, - , , - - , - - 1 -_ - --- -- _ - � § Ll- 'Ir J - - ____ I - � - - __ - ___ - 1 L 1 ,,, I 1 , i 1 I 11 I r r I . k I EQ i I I I --'---I- - _T] _T_1__ - - - __ _5 '-'------T -I- -_ '_ -_ _7 I - I I i 1 I I � I �? ,� 1 ! I 11 1 ; I " � I � , I I i . i � I I i . 1 i 1, I 1 1 1 ! 1 1 ; 1 1 1 1 t A I I , I ; 1 1 1 1 ." I I I 1 ,'I 1 1 1 � - ' I � � � � I I 1 I I I I I i I ; I I t, r L_ 7�i; [ i - I i ! � D.MJ9.@IG)+ __ __ i, _� _-1-- , -t--� - - '�', , I; T 1 I(C 1 a I &I I a 1 lwl 1 , @+T1(�)`_@- 0 ,, L; , i " 4 I 1.1 L" i 1 . , - I' WIN � 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, I. MIN, - I 1W/10, 2W/10. 3W/10. 4W110. r D/S Sw/1% sw/1 I & 7W/1 1 �_ y MAX , . � '14M� FOR CONCRETE SEE SCHEDULE ON SHMS 8 At Q_ �____ _.,__,_________ANC FCA WOOD SEE SECTIONS OR SHEETS 10 & , I - __ - ___ ___ __ REQULAR_ STORM PANELS (-1) & 9 ELEVATION NA.S. 2.67' 1/4" Mox. GAP (MIN. OVERLAP -1 IMIOUE VALUEYJ ,-A I - � ___ ___ - -, = __ " ,� 7 ,��' r - _____ , ,�" - - - L_ - \ \ - ,�A�� _ , i �'�l kku , ) I . N I . .,;....; W... ..� FLORIDA BUILDING CODE (High Vaiocity MW it:une Zonafl f6) I .1 %&F S, -. J� � TUM. W. - 1P � .' itio 44167 '. 1 20 GAGE GALVANIZED STEEL 'STORM PANEL I ~8Y - -_ SECTION A -Al *'. * - ; — � ATE��:� �-,_= GLOBAL PROTECTION PRODUCTS, LLC. " 'lum, KT.S. !F .0, . A � Ll i —6. � .W s1w, 61 STRUT �P% -C, Z. � * ,-- _=�V�kF� �g .� , .. , ,,_ ---o-- oRib T-v - - - ANY - . . �j , - , ree-W;W, eN,, ('"Aft..'m 20-175 �e, . cr... ==, P. (w �%�% _... , � OIFW.11-1a� -CIAN-4.70 -aw-.1 -_vw.� t - I - I I '91,11",�.11111*1.".-�*&-Ii--,Alr WAL 04-OW6719 F I - _-!�Nll 0L& nun &. R �� , WWI Wn — ft�_IWZ I I IMAUATION QEIAIU FOR REQUAR PANELS3 A (D INTO EXIaIING POUR_E0 r,ONCRETE OR 99NOEIE B=K STRUCTURES- --- POO CONCRETE _ _?RED CONCRETE ___T_� � 0 ! R ; r BLOCK � REQUIRED I REOUM � WOUM � � I I ''rRM ANCHM I SEE i 1--L'Ir' i .-, ANC17M i t RAWKNIF ON .DE SGNC= ME I:= I �, .) I � SAM 2) i I i t � I I SHUT 9) � I � , ", � I . �� I I , ; � -i%,", � ,�,i�,, � I _._� __ - - - 11 I - r, I , �� ------- � _____ - , I 1�� _ -_ i - � - C -) I --- 1E -I I X I I I i I =� g, " _:4$ �_ I I : t -,,.. 1 ; � : t : ,:, , I � I , :: -�.,� � I ".. � I i ,�,,, � 1 � JD, - " ; , �� ; . I � _ ',,,�� : li� � I I ; I � I - ; , I . , I t , C-0. `�� I _. . . I ,� i I I , � � ., , .. -1 I i __(3 ! - � � - a) I � , ; I -0 � 'I., I I i I � �_� I ; I � , : 2�, �,��, : I I . , ', �, ',',.'�j"� I i I : , : ", � I - I --- - 1 � ��, ; � I I I i I � ; � i I 1 w.,g I � I I I 2 I - -murmw � 1 .M"w I OcUes, � I - � I 1 P - I . I I I. ,tsr� , r- Tom wic,AAI , � la I 1 X I . —) i I � I I I . �_ I- __ - , - I I A I I �� I , I ! - 9. I - - - - I , ; h! � -4�--:- 8" I - .1 __ - ., 9 !I/- I � . -I ! _� I - � ,jr-20." � " I i- -, i ,� ,=L.,.1 -_ , � ,;,..=.,, I � ��, , !:,-,,n.",5,.*-/,:�', - I C1 L-, io ,WVI' I 41 :MV,LAF. fy � jomw, �_' ___ - , . iallil�wl_w I—, 3 .3t.j* �,___ I_ - � I I ,I � I q . � , i i - I____ " . - _. ' 1. 11.11-1- --I, , 71,71" , Al _ , I - - 1�= , --I'-..- -1-11-- , ', �- -. 1 L '- I ---- � _�__A,:, .1 - ------ � , ,� �I! r � . _ ; I � I -, - - , 1 9 A k . g i F I I II - I I � � I � I ! t � II I � I WX I . I I 0 . 420*11 150% � W"J, &-� I 3 F 'L' =I� � I I , i � f.3 OF "C � I MAX I ! : i _., .'� I . i rrt i �'�-, ,,, "': , ,, � ,;,,, A, , 1'.-1 ."i �,� PAX I - ,q � � I 11 'I; ! , I . - " " ! ! I - . ". . I . . , . : - T , I ill, I" 4 I � 7/6*3/32, 1 �',, 1 1 i , : - (I I �, . ' EL I:` t . - rp �1 ,�,_ - � .", L i I 0 E,x 0. �1 � E.� � : . I � _' � a It : i ,� I 1:1 � _ , - PFW . I . I I IX 01, I I � i , . i , , - I � � I I I .� D ; � . L_E7E -. � 1 500- � I i , , J � , ,� I -,-,- _ I - 4 ""', � � I i ,� " I L-E .1 : , � [�_ � - - - I � , Ll WIN. , , - I � 114*#2CA3V`4' S.S. BOLT I ", ____ i ,� - __ - ) 4 � � i ,� � � ", ___r7 - 1/4 1 1 ,", � ', 't - � : So/ 7/r 3 V* ; I I , I "; � � I : � � 12 IIA2/D,C, XRNG NUT . I I CONCRETE ANV,01* ; ; , � z I I - =EQUIAC 04 L ! ! OCAORM ANCHORS � - 'EGNGRCE ANC4ORS StAaGERED � � I ISM SCHED" ON :/ FM(SEE SCHOULE ON r I I I SHEET 9) I - MRW C= OR N - w_____QMTt09LC0KCKM ON 9EQU19M Z= OR ROXIOND ABOUIRED DIRECT 20 WALL NOUNTING PIUM AN , _ _Q WALL I PUNTING DIREQ1 MQVISI)JO INSTALLARON V=N I 2 3 I* SCALE 4/6-1, 5011:�Alwlh._ - FLO, - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MCUNTIINGS CAN BE SHEET 9) COMBINED IN ANY W& TO SLUT ANY INSTALLATION. __ I - ----- ___ ANCHI FOR CONCRETE SK SCHEDULE ON SHEET 5, __ ___ � _ , 13 Mo� 7 e7* ..; - I '_!A11 iMN O"'LAP-tiW401, '" _.*,tt Oe� *a wo " 't, -1-a (1) (1) C_ U) —W (3) -"—& 0 > r- 2 0 N =3 L_ _0 a) 0_ = a) 0_ o 2 = CU -0 0- . .a_" 0 a) 0 — CD -= a) -0 0 0 -0 0 .— = 0 L_ " W C= = .0 U_ ?9: Lr,- ,,- CU CU 0 CU 0 > - Ln -0 E a) 0 Cn " &_ a) -6--a 0- (n CU CX _= CU -.02 4-.0 — F —0 . 1= (0 < 0! 4 Z Z W mi U) _i._,,, " (2) (D cc'—) _4__J W 40 M =3 > 0 L_ 0— C/) CL < -0-0 0 a) =3 C- -0 0 CIO L_ 0- 0 (i) U) L. M " cn =3 LLJ n < Z Z < _J 0- SHEET NO. SH 1,0I 1, PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by"Weltor & T1111t, Jr., P.E. (System 10 4 1906) to the Global Protection Products, LLC, Rule Chapter No. SIG21I-3, Method 1 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 arcordance 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 and conditions 2. EVIDENCE SUBMITTED: N DOCW&N14]P_.EQ)4 Drawing No, 20-17S, titled "24 GAGE GALVANIZED STEEL STORM PANELF, sheets 1 thru 18 of IS prepared by 1 ilteco, lnc.'� signed and sealed by Walter A. Tillit, Jr., P.E,,, dated 13712712020, This drawing is an inteq "?Ag '06'Iml, , ,�k I , Evaluation Report. v�!� ...... 1 41� ,,,, ,,',I,,� I , � Itz" �' �,I`* 11 '��_-` \ " — A' � _�EN,y, ',!I� __ � it, -'--V �� * - -_-,S_---A---_'�-- . *. ' L�� _�-.167 I. ' --:, ;-le , �, - A*L, '* ': 6.3.55N.W.36thStreet, Suite 305,,MaMi, Florida 33166 -Phone: (305) 87141*,� 6-4%, . 'e-1511 GULAR & LIFE SAFETY LT-ORM PANEL,$ (SCALEE 1/2tvl') ---,-,�,-""-----------�.,�--,.-,�-.,------ I!L195' MAL WOTH) ------- --- ----- -- - - - - -_ 7 - .. I --I----- - ----- 51W (TOTAL WVTH`_- -1-1-1-- - - - I -L . I _- ------------ - -- 12,500' (EFTE IM WIDT4 - - --,---- — -- --- - ___ - -i � ; - - __ - ____-_ �6 114"- � -_ , - _ � -, -- � - , I . �--- -- -- - - -- '62-50" - - - ,--- - - - � r I " . � ; � ^� i ,i]60- t3pol 1 i I ,� _-I.3F,__1 f- � , - 7_ - �500 I ,M. � I ; I � I r I i !,,!A, , � I I " I ,--I "iSO-1 I �* O'Dw WK THRx - 1.350*- -IV � - 7,[ 1 1, , � I , I . I , - � - �, IV � . ONLYWHIM SIM 1 A, I- I , " /_1 - ;_� I � " 11, - ASIV A-W r . F -�-I'- . � O.os- " THICK 7'��,,,`!�,. --- ! #0 --- , , , � , , . � G WMWVD _� I I �__ I ; - . I /I .657 F 1 *2 i�'651 I m'zc w I , � 17� %-a- - (ALWINIM1.1 =L 'P MMAMEFB�'� i X, __ I I G-011 dkv. -, \ ASTU A,VW / _, 11 / ED ,I - -1: I i ' �� 2,obw TM , 2.Dpa- .24-,.�x , N,,.FV TYP I CPA" " MON" DEVUL A-t � " __ �t - DOAK. �_! ' i _�_ __ EDGE \ -,"',, 0-60 MV. \ EWE - IL- I \, -Gp. . 11 4816 MTAIL 4 � 48S L A . --------- I I - ------- , ---- __ .- , - - __ �_ ___ __ L_,t:::�/ I " , " RMW - , � � ------ � , � , ,3k. I I I - I ` -- - ---- 5.2SV-- -1 ��.3tw T 2MR11111-mll 0 END MRM PANEL -1 � 1 2A , _ '1_1`1 ,v� I-' I !Y, SO. I �,.,,� �, !,.,- f- " ______,_, - IIII7*1_1 T _250i -7 12�6 40M 10-.- 1-5 PAMP�-s pI?_�e_ __,�' � W , : , 1� I 1,2W i'lou, . :760. �/ , UA W/ HEMMED EDar. , -,,�_, "I - f � - � I " It a . ,� _2 125' , g-S STUD RYFIn -V �. " _e - i , _' &S. WW NN, - � I lw� I I I I 3�""I` 0 � .- - . 2w, 1 I I ! I to ANCLE 0 TO AM= I - , -Z 1_"��_ I I I -1 ,� - PK�, - �__ __ , - ,_,�� to.... L-LM I ! � .i I . 1 12 . 112, Ilt I Iz 'Ir O:C. - . 3,4n. . i .0t$1 - I —I. V //V , C., I OVIr C. ----I , - I I ,� 2OW. 1.500, 1,5w. , 11 � - 11 Z,:��N_ ,_ - - , 2.12 �, <, ,z� I I � SEE I 9N, r949' SEE "I :;_1 1 003, ,I E A-1 �T� .- I W - ,� �___ r, !J 1 '4.250' - �7_ 1- 2�1� - i OCTA& I � � � '. I . DETAIL I � � a 0. 14 T5 1, , - .1� ,- I x// =, HEMME11- I- I 11 I 2 "' % I .1 I , - I 1_1m, , - , b 3 ,1 - ,_ � � R. 0. A75 � I � 7 1 125� � I i I � , I �1` 4�K -� I � LI tl�j __ . , I :P1, - _5� W-1 11, , 1 -,,,-' --t,sw �-ISOC._j — ' � I � .. , J "J/T� �_ _,�< ISOMEtRIC WIN WAL-A / L.- 2.0mr-, _ _- ..U.� - ROUNDED CORNER & 040S OF PANEL'S nra END UP W/ HDPAD ME. (�) "h"-, HEA2E (�) *T-MAUR (Z ANGLE (N�Tg) _) @� ANQLE MITT.Ii STUD @ ANOLE WITH I - - —1 VARIES KEY= STUD , I Sum, - : _=_ V_t 11,14 & 2/14 0 344' .374 ��, n T I- __ _ . ,� �,, - - � . -70MEWE `� �Dsel ,?W -- i �390 � - .Ida'- � � J101 i , � f -, I - r11 , .,-, L,�i_ ___ I - I_427 ii,�� I/l.f-M 3" SUM - I , � . IS STUD Rwm to � . �_ 4-1 - �_ ` I - � , I � .4 � 07 - -` -;`r*-"--,, P Vl- - ,2n.� I I- IT- r, '04. ; , ; --,-,, I I ..';S-, -_ I ) � ;�CLI 0 12 112 � � I - 8_1 � " � -_ - � . I � '. , I I � i 671. � , - - -, �'L I I I - , 1. " I . ! ,3W 1 0i � 5 1,31 R,M. 'BTI uiha-1 � � L Lll� 'Og3. : - qi�'. t�OI�S` I I : 1 P � �1� " � � __� - � 7,B. � I i 49i= � . . `16� 1 705? ; I., A L_A� � - ., 5 _W. i--- i __J____, , I , � EYM PANEL 01VILAV, I - W. 1065, t . : - F___1___j i - , .084, 7-000' (�) KEY HOLE USHER Ri�# - 2GC0^-- --7--) : - � .00' f------. @ *r TRAPS M= (9 3Z6- 'E: 11=15 Q) ME PLATED D.636' (MM,) ' -OW - � � '4WA04140", I= STUD c GALVANIM STEEL ; " , 1.1W.4 !_ ! I -,--" _ 4 SEA, I � *., IS- LOW. /0, lq/.�,N. i - I",- [ � 49*111�*`,,' �. V, � "" �CEN4 ,%. N ,37P-O '01575'0 ; Z - . . I � I - ,iI ____J � � - - 14- I I'm : % I 3iS - - = - No. 44161 - % I � �fk_ �_� .. * **1 FLORIDA BUILDINO CODE (High Velocity Hurricane Zone) - . . �� - ______4 i* I , - Az .1 Ow- q .75., ED NICKEL -M TIMM IF- - STATE OF .:,27 .2m 'XIEM OIL, 1p I _�w .,2S_ - �-ws wflel. Null 11A. $% , " - ,,- 20 GAGE GALVANIZED STEEL S701M PANEL ORW4 fi, . 4 11 ,� 0 1 (�� KEY HOLE ,i,.. 0 " .-.-- __ I ". I GLOBAL PROTECTION PRODUCTS, U.C. "'/00A`V'E'-e`* -.-- - - =Fic -o. IN, �. - 2= - KAll'-.; AT PANE I "_�, ri - 1* ; %1; — _____ /ITL Aw SM, 5 SIRECT , nuo __W It 0 1) 2'XZ:Xl /4* ALTERNATIVELY USE WIN(F AUT W~ L I DAM- `1. W1 MONDUINK. MHUR W/ AMOCNAL I M�a K40W CW).-RIA., .19")"�Nrt 20-176 ALWONWLAHM 1 ;111"k.1/32 ? PAWNOR .... WA,WG%ATVffgAwx CA-00WHI . .; " 1`11Z I Fli�11_1 M11M 2 W n - *AZ,jk t;n k� PC E. I I ------,"-- "" - INSTALLATIO DETAILS Egg REGULAR PANEULL) & dA 919M VEM FOR INUMMIM IN PaM MUM INIQ EXISTING POUREQ CONCRETE QR CONCREIE BLOCK STRUCTURM QQN= am QR sm i WU1.*111r*41.*"DM"T.1 I�LWI COMORETE �- * VAUD EM FULLAR, WE SM AND E=Z H49 MM NR 2M =,.�E� .�", I gu::Trm,"�d , � ,,�� MIN"` � I � � , SCHEDULE 10 SHEET a 6, 4) SNEEB� I " ` -1 ., -AA , I. - - - , I t . '4' * 1, , [ 46 , - . to , i 1'1�� I - t��.A Li,i,a. I � . _ -_ - - - -_ I! ,�,, - __� . HOWS v "I -I IJ I I , � a--_ I - - �11� � I , rXISIVA; POLM, I � L � T11, � T� I 0. �`,�� __ � j ,� 2&*M I I , I r�- I- I I%'% 0,* AN I.= i OMICRETE 1 1 1 i , FRO I ) ", 1 i I , ('�) , rw - - 11-1-0 , " th"IMIL. � xS 11 I ( i - �, .. = , I FID: 1� : . -i � 4P ; 03 — I � - I 1 �� i FiD, I 1 I , , - I I. i. - I L-q)-% . I - I , � -1 - - - - t Ii. � -1, � I I . I I I i,l,.,,S��,��-, , : "' _,��:!�, , .... -1 I I I �, I I t � W ... , I IIIIIIS I ; ,.,I I . %HL , r I I � Y_ :L41i�LL ! I EX=14 POURED I i iii — jr- � It, - -,- - , .1 - 7 � CONCRM OR ___ I I - 5i =I.&-- . - , I -MI CONCRM swex � �L : � i A t - cl� . / � ,_;_ I- _� REQUIRIED. I , , 0 '� 1, / 1 1 v !tt I I � - I ow --t. I I I i N I, t�; I.-." , I I I : *V � WA-. PA .r1W .10 1_1_1 - ,,� 1111111- _1 - � --..--. � 71114- I - I Q" 1,I,AAR -- .. 11111-1111111 - .1 � �:��"' , - 'ILI , �r - I � t I ) I 4-44nnw t I 1 = At a M-11 1i; -2 I/r or I i -� SEC"AIN, A W41 T MA, W-1 I � I �, - I I i --,- I ., ,,, - 1 , "' 1A_r*ffI= = " �, __ �_ --I ___ 1".. � I , , I . — 1111V IV" , , IWAIA. "Et �- I I i ti , � ,V - � =r. ., I. - i IIA 4' �_' I,- SHIM' I - 1 --� �__:%_ I .- (1� d 119- . I , "MEA"ItATCAI ,L) I L.. 4 " wa W ; i I i . I: UP. I,, _J I I Ii I =I- i � - I, , X . j R51 -. ../4 __�/ - Ile, �11,',,,',, i I i � — 7,-�, - I'll, 11 "I � I'll I MX I'V/2-ILC j i �I � I'll � ", I I I ;1 — 11-0/- It I i ;1 ,, I I , _;�_ N", L I T 41 1. , i I 1�_J ; � I � � I EXISIRM4 ED � Eb- :�, � - , F.0V14__= 0. � r � c ,,� COWAtm L � "' i " --i � I 1 CAIEA4PON) CONCRETE I , � I t.b. ". ff I REOUIFZD I i 1 "ISTIM POURED, . "". = 0 (PLAN) I I i COW -am OR I - — - I � ii ______ -_ I SCALE: 3/16-1 CONCRETE BLOCK , � I - I I .., . -__t _227V * - .., � ; RECCOP&6 - 1/2 ,�_ X M I ___ =____!b. `APIPAI - =1 I,.:---, , � ." I - .W 1.�, . ________ - � 9. 1� `,MN`WA 116 1 CAUtc- PA � - ", � lt�l _'I 1�� 4 =I?- I16-0 , : IINII0,AII, . = ,.iWA FEMALE ", A, 1� I -, __ ',�i:�, -"',--_" == ! M.— I CaNcREM A 11- i I , -L - - .. - I PKLUS I 11 I= SCHED, ,�,,: � I I I t 0) ','4" S&SOTV ON I WA6 INOUNICING (0.110 SWM a THROUCH - BUILD Oka MOWING c ,,, , , SECTIZINS-5-A I � IM \ ,J, / ", F7!"". E4ALE: ,;I/S.I. __4VA. - so, - � _ W?/ F1 =%=�" *,--/' "` - ; =:0--we Note A '__11)GE OF EXISTING * NEW I' WIDE A VARIES . 1,907 1 ". ' EDGE: OWANM � 0 W@ - 00I,A IV, be .".., 6PF 1 J,4WNG THICK ALUM. TUBE OR I' A _ (SEE SCHEDULE �N - - , I I -_ - '�� - , I - I Q%VNN) I . � � I � Z ...... %ne'I P.T Y400 PLATE SPACER �� . � . ! , _(D L, SHEETS 8 & 9, I : 7' 1� * NEW I' WIDE I VARIES. 1/8" " � I I I-,, __7" &w. TUBE OR 11 X VARIES . . � I , I T I ,P,T WOOD PLATE SPACER �11 � I TOP & BOTTOM MOU14TINGS CAN BE I A f "AID TRAM I 6 ��,�, I� �j I r (pow � Xl* � .r � � C0448INED IN ANY WAY TO SOT ANY I I= TW , i INSTALLATION, "I'll SCALE 3/1 1-i I a 41 .. I .LRACK Co,tt, ,,,� ... I'll, 7 _4_1� 5 UGH 16 � 11 L I , ..... � . , !�._��, I -AnJI , I "Y � -MM,w,MxItupw Ise. E ... -I F_� �� No , , . -.I--,- FLORIDA BUILDING CODE (High valocay HAU cone Zone) - WIC"M ANC-M - r - Met Wwow ,G)" W K A - X%_-=, , In- - I Wft 0 4111" `-, I .1 ., 1 om wem. M FA �. - " 11 - 2D CAM GALVANIZED STEEL, STORM PANEL , a M. . M.X% MOZWT, = . I = MOW" E** . Z C__ X� si�ft�� = " * - . W/M/wn S.C.. *4 *__i �'____��, , BAL PROTECTION PRODUCTS, U.C. PATID DETAIL FOR 261MRS REQUIRED Al TOP Olt S, "P ,- 0 , * _ GLO I 1 4 11LIECOtiet. 4M ILVI. 51 STREET , . , I FI. 33514 k, 04:-.. , - WIV4 ==01=1101% Pt"r- Do"It" 20-176 07TOM MMOM-A"M TO M=4= RAN ,,,,,, Fi . al..", I , - � I.." t. FA% PIA, I0, W . FA� 06AWNW-6te? ... REJUTE ". - — I mi IXM~ N.,.. I WALTER A-Z, Z I I � FLOVA � _� Pit 5#11k 1 � � I . I "%;I;=- Y-OWA-1 92 I A I PRODUC f EVALLATION RBI!ORT NO, 10-0727�02 2 - I ___ Large missile impact load tests were performed under SSTD 12-913 standard as per section 1600.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-33D. Test reports prepared Ioy American Testing - , , Lab of South Florida, Report # 0814.01�01 dated 03/1 V02 witnessed by William R. Mohner, P.E.. Bortz Moroz, P.E, and Henry Hattem, P,E. and Report No. 02i 9-01 -69. dated February 25, 2000, signed and sealed by'Edmundo Largaespecla, P * E_ and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared byAmencan Testing Lab ofSouth Florida, Report No. 1123.01-10, dated Navember23,2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P,E, as pe'rASTM 5-8 and Tensile Test as per 00 Metallurgical Report No. 1 OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-B. 2.3. STRUCTURAL,ENGINEEPJNG CALQWA,A1&NS, On 24 Gage Galvanized Steel Siorm Panel for maximum panel length vs. design wind load, as well as maximum ahchar,spacing vs. design wind load and panel length based on rational and comparative analysis, arid in accordance with section 1004 of the Florida Building Code, Calculations prepared by T11teco, Inc., dated 12/16110 and 08/27113 (for this revision), signed and sealed by Walter A, 71111t, Jr,, P-E, 3. MI§ SILE IMPACT RESIST - ANICIS. Large missile impact under section 1009.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAB 201. 4. WND 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 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17& Maximum AnrbOT Spacing shall be as indicated on sheets 5, a, 10, 11, 13 thru 116 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been yeriflod for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. P T .0111 (11. r- .. I � . ,,.- 6-INSTALLAITION: ��__ I:Z Installation shall be performed strictly in accordance with details i4cated on 13 :_:-:11 sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), r_ drawing No, 20-175. Minimum separation to glass shall be as indicated on 0 sheets 3, 6,13,14,15, 16 and 18 of 18, of Product Evaluation DccumQ6':F_i (P.E-D.), drawing No. 20-175. . co -0 , W 0 X__ (z) ;", ,,, 1 C2- C- C�) _% MATERIAL GRARACTERIS130 AND SPECIFICATIONS- It -1 % Shall be Strictly in accordance with General Notes and Components 1n06teTCirT0_ � - sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), Ing !.*I 7; cc�,14 .-r- 20-175. 0 -0 cp .!!! I fW C4 'e- I , f co W CP Anchor Specifications shall be as Indicated on sheet I o 1, f Pr uc:F c-L. -�r,- c: Evaluation Document (P.E.Q._), drawing No. 20-17i .S S,-.. ,�2 �- C; �_- co 0, to Cle- 3� - � 3; " -0 LAIMITAT-10-K to W ,J W ::3 .5; C-- CP , W CO -.7- - CS:: *.:'I -0 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14,1 ed - C.%- on Shea I I 1 - 'of 18 of Product Evaluation Document P.E.D.), drawing � 20-175 40 V_ prepared by Tilteco, Inc. andsi I I I � T11111t, Jr., � F § 0 Igned aric alter A. T11111t, Jr., P - 06. 1� 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES �� as defined on section 1620.2 ofthe Florida Building Code. 7.3. Product shall only be installecl into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. 71111t, Jr., PIE, (Florida License No. 4067), President of Tifteco. Inc. (Florida CA-000671-9). - � 1/4,, 2/4, 3/4, 4/4,. 5/5, 7/5. I,IW/10, 2W/10, 3W/10, 4W/10. +6/5 _S' -__ --.__ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a & I? ,----- �- _____ .11 MAX- . I' ANN, FOR WOOD SEE SECTIONS ON SHEETS 10 At 11 � I* WIN. � I I r — 1 6 0 1 a 6 � — — . --- tw.�(J)� (�), 1"', , ---"-,----,, ,_ r , , -, -� L19 + V _fF_ -----i- -r--T---7- r,-F- Ir-___T__1 --- -- -- !--T-'r---`I--� -1--� --- rT _ I , I I I � T I I I I I -, I I r � ........... I ----- r, ,.' L � I I ! I I � ___+_1_ +_--1t , I , 1 F ? -7- i I � - , I � I , I I I I I C4 1�. (�)+@. (�) I I t i I . � _� 4 � i i I , I L I I � Y - 1 I 1. � I I � 7 I ! i , ,- I I I I i I i I I ! I I ! I I i I a I 1 I � I I,, I i � ;; .. I I I : . . I � 1 , . : I i I ! I I I . I I � . I I I I I . � ! 'I j I I I ; 1 I i �� I I � I I t I I I � ,i ! I a; I I . � i � I . I I I EQ I It _1__._!__L_._J__._! ,,',�1_1_ — __�___ -,-- ; � ---.-..-i --- � _.J - I - L_ I I - --- - Z - I— ___I__I ! 6 , - � - ,I4 __ - 11 _ 1 � - " :----,-, , ___ , , ___._ I - - ___ , _� __ __ I �� _T T� , I i � - T ; i i V , F _T_ i --- I 1 � I J !� I � r I � � 1 'I __I -,- 14 ` ; . 1 I i 1 411,111-1 _:� I I � I I 1 1 1 ! .1 I I � i I I I - 1_4 ---- - -- " , 4 _1 - - I i I I � ___ � I . - 1 1 �A ,q�v I � 1 , I ,.,,.,,,I-- i , + - , ; I � I � I I I I i i I � I , : i 1 1 1,& ", 1, _1 - , _i_'_,_ -I--.,----- I I - � 'I 1 I t I .-T � � [UNBOLTED PANELS 1 � v - �� I i i ! i I 1 - _5 W/ 1/40-20.1' ; i(SEE SECTIONS AS '5 1 � 1 iK. hiS. BOLT W/ �/S' X 3/32* 1 I, � . I - I APPLICABLE) ! I . i . I I 1, ikAGNUIS 0 EA. OVETJAP I � i I I I I ,I ; 1 , I � � 6 , I i � I I 1 (SEE SECTION' AS APPUCABLE) i � ! i . � .11, - , , - - , - - 1 -_ - --- -- _ - � § Ll- 'Ir J - - ____ I - � - - __ - ___ - 1 L 1 ,,, I 1 , i 1 I 11 I r r I . k I EQ i I I I --'---I- - _T] _T_1__ - - - __ _5 '-'------T -I- -_ '_ -_ _7 I - I I i 1 I I � I �? ,� 1 ! I 11 1 ; I " � I � , I I i . i � I I i . 1 i 1, I 1 1 1 ! 1 1 ; 1 1 1 1 t A I I , I ; 1 1 1 1 ." I I I 1 ,'I 1 1 1 � - ' I � � � � I I 1 I I I I I i I ; I I t, r L_ 7�i; [ i - I i ! � D.MJ9.@IG)+ __ __ i, _� _-1-- , -t--� - - '�', , I; T 1 I(C 1 a I &I I a 1 lwl 1 , @+T1(�)`_@- 0 ,, L; , i " 4 I 1.1 L" i 1 . , - I' WIN � 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, I. MIN, - I 1W/10, 2W/10. 3W/10. 4W110. r D/S Sw/1% sw/1 I & 7W/1 1 �_ y MAX , . � '14M� FOR CONCRETE SEE SCHEDULE ON SHMS 8 At Q_ �____ _.,__,_________ANC FCA WOOD SEE SECTIONS OR SHEETS 10 & , I - __ - ___ ___ __ REQULAR_ STORM PANELS (-1) & 9 ELEVATION NA.S. 2.67' 1/4" Mox. GAP (MIN. OVERLAP -1 IMIOUE VALUEYJ ,-A I - � ___ ___ - -, = __ " ,� 7 ,��' r - _____ , ,�" - - - L_ - \ \ - ,�A�� _ , i �'�l kku , ) I . N I . .,;....; W... ..� FLORIDA BUILDING CODE (High Vaiocity MW it:une Zonafl f6) I .1 %&F S, -. J� � TUM. W. - 1P � .' itio 44167 '. 1 20 GAGE GALVANIZED STEEL 'STORM PANEL I ~8Y - -_ SECTION A -Al *'. * - ; — � ATE��:� �-,_= GLOBAL PROTECTION PRODUCTS, LLC. " 'lum, KT.S. !F .0, . A � Ll i —6. � .W s1w, 61 STRUT �P% -C, Z. � * ,-- _=�V�kF� �g .� , .. , ,,_ ---o-- oRib T-v - - - ANY - . . �j , - , ree-W;W, eN,, ('"Aft..'m 20-175 �e, . cr... ==, P. (w �%�% _... , � OIFW.11-1a� -CIAN-4.70 -aw-.1 -_vw.� t - I - I I '91,11",�.11111*1.".-�*&-Ii--,Alr WAL 04-OW6719 F I - _-!�Nll 0L& nun &. R �� , WWI Wn — ft�_IWZ I I IMAUATION QEIAIU FOR REQUAR PANELS3 A (D INTO EXIaIING POUR_E0 r,ONCRETE OR 99NOEIE B=K STRUCTURES- --- POO CONCRETE _ _?RED CONCRETE ___T_� � 0 ! R ; r BLOCK � REQUIRED I REOUM � WOUM � � I I ''rRM ANCHM I SEE i 1--L'Ir' i .-, ANC17M i t RAWKNIF ON .DE SGNC= ME I:= I �, .) I � SAM 2) i I i t � I I SHUT 9) � I � , ", � I . �� I I , ; � -i%,", � ,�,i�,, � I _._� __ - - - 11 I - r, I , �� ------- � _____ - , I 1�� _ -_ i - � - C -) I --- 1E -I I X I I I i I =� g, " _:4$ �_ I I : t -,,.. 1 ; � : t : ,:, , I � I , :: -�.,� � I ".. � I i ,�,,, � 1 � JD, - " ; , �� ; . I � _ ',,,�� : li� � I I ; I � I - ; , I . , I t , C-0. `�� I _. . . I ,� i I I , � � ., , .. -1 I i __(3 ! - � � - a) I � , ; I -0 � 'I., I I i I � �_� I ; I � , : 2�, �,��, : I I . , ', �, ',',.'�j"� I i I : , : ", � I - I --- - 1 � ��, ; � I I I i I � ; � i I 1 w.,g I � I I I 2 I - -murmw � 1 .M"w I OcUes, � I - � I 1 P - I . I I I. ,tsr� , r- Tom wic,AAI , � la I 1 X I . —) i I � I I I . �_ I- __ - , - I I A I I �� I , I ! - 9. I - - - - I , ; h! � -4�--:- 8" I - .1 __ - ., 9 !I/- I � . -I ! _� I - � ,jr-20." � " I i- -, i ,� ,=L.,.1 -_ , � ,;,..=.,, I � ��, , !:,-,,n.",5,.*-/,:�', - I C1 L-, io ,WVI' I 41 :MV,LAF. fy � jomw, �_' ___ - , . iallil�wl_w I—, 3 .3t.j* �,___ I_ - � I I ,I � I q . � , i i - I____ " . - _. ' 1. 11.11-1- --I, , 71,71" , Al _ , I - - 1�= , --I'-..- -1-11-- , ', �- -. 1 L '- I ---- � _�__A,:, .1 - ------ � , ,� �I! r � . _ ; I � I -, - - , 1 9 A k . g i F I I II - I I � � I � I ! t � II I � I WX I . I I 0 . 420*11 150% � W"J, &-� I 3 F 'L' =I� � I I , i � f.3 OF "C � I MAX I ! : i _., .'� I . i rrt i �'�-, ,,, "': , ,, � ,;,,, A, , 1'.-1 ."i �,� PAX I - ,q � � I 11 'I; ! , I . - " " ! ! I - . ". . I . . , . : - T , I ill, I" 4 I � 7/6*3/32, 1 �',, 1 1 i , : - (I I �, . ' EL I:` t . - rp �1 ,�,_ - � .", L i I 0 E,x 0. �1 � E.� � : . I � _' � a It : i ,� I 1:1 � _ , - PFW . I . I I IX 01, I I � i , . i , , - I � � I I I .� D ; � . L_E7E -. � 1 500- � I i , , J � , ,� I -,-,- _ I - 4 ""', � � I i ,� " I L-E .1 : , � [�_ � - - - I � , Ll WIN. , , - I � 114*#2CA3V`4' S.S. BOLT I ", ____ i ,� - __ - ) 4 � � i ,� � � ", ___r7 - 1/4 1 1 ,", � ', 't - � : So/ 7/r 3 V* ; I I , I "; � � I : � � 12 IIA2/D,C, XRNG NUT . I I CONCRETE ANV,01* ; ; , � z I I - =EQUIAC 04 L ! ! OCAORM ANCHORS � - 'EGNGRCE ANC4ORS StAaGERED � � I ISM SCHED" ON :/ FM(SEE SCHOULE ON r I I I SHEET 9) I - MRW C= OR N - w_____QMTt09LC0KCKM ON 9EQU19M Z= OR ROXIOND ABOUIRED DIRECT 20 WALL NOUNTING PIUM AN , _ _Q WALL I PUNTING DIREQ1 MQVISI)JO INSTALLARON V=N I 2 3 I* SCALE 4/6-1, 5011:�Alwlh._ - FLO, - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MCUNTIINGS CAN BE SHEET 9) COMBINED IN ANY W& TO SLUT ANY INSTALLATION. __ I - ----- ___ ANCHI FOR CONCRETE SK SCHEDULE ON SHEET 5, __ ___ � _ , 13 Mo� 7 e7* ..; - I '_!A11 iMN O"'LAP-tiW401, '" _.*,tt Oe� *a wo " 't, -1-a (1) (1) C_ U) —W (3) -"—& 0 > r- 2 0 N =3 L_ _0 a) 0_ = a) 0_ o 2 = CU -0 0- . .a_" 0 a) 0 — CD -= a) -0 0 0 -0 0 .— = 0 L_ " W C= = .0 U_ ?9: Lr,- ,,- CU CU 0 CU 0 > - Ln -0 E a) 0 Cn " &_ a) -6--a 0- (n CU CX _= CU -.02 4-.0 — F —0 . 1= (0 < 0! 4 Z Z W mi U) _i._,,, " (2) (D cc'—) _4__J W 40 M =3 > 0 L_ 0— C/) CL < -0-0 0 a) =3 C- -0 0 CIO L_ 0- 0 (i) U) L. M " cn =3 LLJ n < Z Z < _J 0- SHEET NO. SH 1,0I ------,"-- "" - INSTALLATIO DETAILS Egg REGULAR PANEULL) & dA 919M VEM FOR INUMMIM IN PaM MUM INIQ EXISTING POUREQ CONCRETE QR CONCREIE BLOCK STRUCTURM QQN= am QR sm i WU1.*111r*41.*"DM"T.1 I�LWI COMORETE �- * VAUD EM FULLAR, WE SM AND E=Z H49 MM NR 2M =,.�E� .�", I gu::Trm,"�d , � ,,�� MIN"` � I � � , SCHEDULE 10 SHEET a 6, 4) SNEEB� I " ` -1 ., -AA , I. - - - , I t . '4' * 1, , [ 46 , - . to , i 1'1�� I - t��.A Li,i,a. I � . _ -_ - - - -_ I! ,�,, - __� . HOWS v "I -I IJ I I , � a--_ I - - �11� � I , rXISIVA; POLM, I � L � T11, � T� I 0. �`,�� __ � j ,� 2&*M I I , I r�- I- I I%'% 0,* AN I.= i OMICRETE 1 1 1 i , FRO I ) ", 1 i I , ('�) , rw - - 11-1-0 , " th"IMIL. � xS 11 I ( i - �, .. = , I FID: 1� : . -i � 4P ; 03 — I � - I 1 �� i FiD, I 1 I , , - I I. i. - I L-q)-% . I - I , � -1 - - - - t Ii. � -1, � I I . I I I i,l,.,,S��,��-, , : "' _,��:!�, , .... -1 I I I �, I I t � W ... , I IIIIIIS I ; ,.,I I . %HL , r I I � Y_ :L41i�LL ! I EX=14 POURED I i iii — jr- � It, - -,- - , .1 - 7 � CONCRM OR ___ I I - 5i =I.&-- . - , I -MI CONCRM swex � �L : � i A t - cl� . / � ,_;_ I- _� REQUIRIED. I , , 0 '� 1, / 1 1 v !tt I I � - I ow --t. I I I i N I, t�; I.-." , I I I : *V � WA-. PA .r1W .10 1_1_1 - ,,� 1111111- _1 - � --..--. � 71114- I - I Q" 1,I,AAR -- .. 11111-1111111 - .1 � �:��"' , - 'ILI , �r - I � t I ) I 4-44nnw t I 1 = At a M-11 1i; -2 I/r or I i -� SEC"AIN, A W41 T MA, W-1 I � I �, - I I i --,- I ., ,,, - 1 , "' 1A_r*ffI= = " �, __ �_ --I ___ 1".. � I , , I . — 1111V IV" , , IWAIA. "Et �- I I i ti , � ,V - � =r. ., I. - i IIA 4' �_' I,- SHIM' I - 1 --� �__:%_ I .- (1� d 119- . I , "MEA"ItATCAI ,L) I L.. 4 " wa W ; i I i . I: UP. I,, _J I I Ii I =I- i � - I, , X . j R51 -. ../4 __�/ - Ile, �11,',,,',, i I i � — 7,-�, - I'll, 11 "I � I'll I MX I'V/2-ILC j i �I � I'll � ", I I I ;1 — 11-0/- It I i ;1 ,, I I , _;�_ N", L I T 41 1. , i I 1�_J ; � I � � I EXISIRM4 ED � Eb- :�, � - , F.0V14__= 0. � r � c ,,� COWAtm L � "' i " --i � I 1 CAIEA4PON) CONCRETE I , � I t.b. ". ff I REOUIFZD I i 1 "ISTIM POURED, . "". = 0 (PLAN) I I i COW -am OR I - — - I � ii ______ -_ I SCALE: 3/16-1 CONCRETE BLOCK , � I - I I .., . -__t _227V * - .., � ; RECCOP&6 - 1/2 ,�_ X M I ___ =____!b. `APIPAI - =1 I,.:---, , � ." I - .W 1.�, . ________ - � 9. 1� `,MN`WA 116 1 CAUtc- PA � - ", � lt�l _'I 1�� 4 =I?- I16-0 , : IINII0,AII, . = ,.iWA FEMALE ", A, 1� I -, __ ',�i:�, -"',--_" == ! M.— I CaNcREM A 11- i I , -L - - .. - I PKLUS I 11 I= SCHED, ,�,,: � I I I t 0) ','4" S&SOTV ON I WA6 INOUNICING (0.110 SWM a THROUCH - BUILD Oka MOWING c ,,, , , SECTIZINS-5-A I � IM \ ,J, / ", F7!"". E4ALE: ,;I/S.I. __4VA. - so, - � _ W?/ F1 =%=�" *,--/' "` - ; =:0--we Note A '__11)GE OF EXISTING * NEW I' WIDE A VARIES . 1,907 1 ". ' EDGE: OWANM � 0 W@ - 00I,A IV, be .".., 6PF 1 J,4WNG THICK ALUM. TUBE OR I' A _ (SEE SCHEDULE �N - - , I I -_ - '�� - , I - I Q%VNN) I . � � I � Z ...... %ne'I P.T Y400 PLATE SPACER �� . � . ! , _(D L, SHEETS 8 & 9, I : 7' 1� * NEW I' WIDE I VARIES. 1/8" " � I I I-,, __7" &w. TUBE OR 11 X VARIES . . � I , I T I ,P,T WOOD PLATE SPACER �11 � I TOP & BOTTOM MOU14TINGS CAN BE I A f "AID TRAM I 6 ��,�, I� �j I r (pow � Xl* � .r � � C0448INED IN ANY WAY TO SOT ANY I I= TW , i INSTALLATION, "I'll SCALE 3/1 1-i I a 41 .. I .LRACK Co,tt, ,,,� ... I'll, 7 _4_1� 5 UGH 16 � 11 L I , ..... � . , !�._��, I -AnJI , I "Y � -MM,w,MxItupw Ise. E ... -I F_� �� No , , . -.I--,- FLORIDA BUILDING CODE (High valocay HAU cone Zone) - WIC"M ANC-M - r - Met Wwow ,G)" W K A - X%_-=, , In- - I Wft 0 4111" `-, I .1 ., 1 om wem. M FA �. - " 11 - 2D CAM GALVANIZED STEEL, STORM PANEL , a M. . M.X% MOZWT, = . I = MOW" E** . Z C__ X� si�ft�� = " * - . W/M/wn S.C.. *4 *__i �'____��, , BAL PROTECTION PRODUCTS, U.C. PATID DETAIL FOR 261MRS REQUIRED Al TOP Olt S, "P ,- 0 , * _ GLO I 1 4 11LIECOtiet. 4M ILVI. 51 STREET , . , I FI. 33514 k, 04:-.. , - WIV4 ==01=1101% Pt"r- Do"It" 20-176 07TOM MMOM-A"M TO M=4= RAN ,,,,,, Fi . al..", I , - � I.." t. FA% PIA, I0, W . FA� 06AWNW-6te? ... REJUTE ". - — I mi IXM~ N.,.. I WALTER A-Z, Z I I � FLOVA � _� Pit 5#11k 1 � � I . I "%;I;=- Y-OWA-1 92 I A I PRODUC f EVALLATION RBI!ORT NO, 10-0727�02 2 - I ___ Large missile impact load tests were performed under SSTD 12-913 standard as per section 1600.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-33D. Test reports prepared Ioy American Testing - , , Lab of South Florida, Report # 0814.01�01 dated 03/1 V02 witnessed by William R. Mohner, P.E.. Bortz Moroz, P.E, and Henry Hattem, P,E. and Report No. 02i 9-01 -69. dated February 25, 2000, signed and sealed by'Edmundo Largaespecla, P * E_ and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared byAmencan Testing Lab ofSouth Florida, Report No. 1123.01-10, dated Navember23,2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P,E, as pe'rASTM 5-8 and Tensile Test as per 00 Metallurgical Report No. 1 OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-B. 2.3. STRUCTURAL,ENGINEEPJNG CALQWA,A1&NS, On 24 Gage Galvanized Steel Siorm Panel for maximum panel length vs. design wind load, as well as maximum ahchar,spacing vs. design wind load and panel length based on rational and comparative analysis, arid in accordance with section 1004 of the Florida Building Code, Calculations prepared by T11teco, Inc., dated 12/16110 and 08/27113 (for this revision), signed and sealed by Walter A, 71111t, Jr,, P-E, 3. MI§ SILE IMPACT RESIST - ANICIS. Large missile impact under section 1009.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAB 201. 4. WND 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 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17& Maximum AnrbOT Spacing shall be as indicated on sheets 5, a, 10, 11, 13 thru 116 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been yeriflod for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. P T .0111 (11. r- .. I � . ,,.- 6-INSTALLAITION: ��__ I:Z Installation shall be performed strictly in accordance with details i4cated on 13 :_:-:11 sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), r_ drawing No, 20-175. Minimum separation to glass shall be as indicated on 0 sheets 3, 6,13,14,15, 16 and 18 of 18, of Product Evaluation DccumQ6':F_i (P.E-D.), drawing No. 20-175. . co -0 , W 0 X__ (z) ;", ,,, 1 C2- C- C�) _% MATERIAL GRARACTERIS130 AND SPECIFICATIONS- It -1 % Shall be Strictly in accordance with General Notes and Components 1n06teTCirT0_ � - sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), Ing !.*I 7; cc�,14 .-r- 20-175. 0 -0 cp .!!! I fW C4 'e- I , f co W CP Anchor Specifications shall be as Indicated on sheet I o 1, f Pr uc:F c-L. -�r,- c: Evaluation Document (P.E.Q._), drawing No. 20-17i .S S,-.. ,�2 �- C; �_- co 0, to Cle- 3� - � 3; " -0 LAIMITAT-10-K to W ,J W ::3 .5; C-- CP , W CO -.7- - CS:: *.:'I -0 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14,1 ed - C.%- on Shea I I 1 - 'of 18 of Product Evaluation Document P.E.D.), drawing � 20-175 40 V_ prepared by Tilteco, Inc. andsi I I I � T11111t, Jr., � F § 0 Igned aric alter A. T11111t, Jr., P - 06. 1� 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES �� as defined on section 1620.2 ofthe Florida Building Code. 7.3. Product shall only be installecl into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. 71111t, Jr., PIE, (Florida License No. 4067), President of Tifteco. Inc. (Florida CA-000671-9). - � 1/4,, 2/4, 3/4, 4/4,. 5/5, 7/5. I,IW/10, 2W/10, 3W/10, 4W/10. +6/5 _S' -__ --.__ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a & I? ,----- �- _____ .11 MAX- . I' ANN, FOR WOOD SEE SECTIONS ON SHEETS 10 At 11 � I* WIN. � I I r — 1 6 0 1 a 6 � — — . --- tw.�(J)� (�), 1"', , ---"-,----,, ,_ r , , -, -� L19 + V _fF_ -----i- -r--T---7- r,-F- Ir-___T__1 --- -- -- !--T-'r---`I--� -1--� --- rT _ I , I I I � T I I I I I -, I I r � ........... I ----- r, ,.' L � I I ! I I � ___+_1_ +_--1t , I , 1 F ? -7- i I � - , I � I , I I I I I C4 1�. (�)+@. (�) I I t i I . � _� 4 � i i I , I L I I � Y - 1 I 1. � I I � 7 I ! i , ,- I I I I i I i I I ! I I ! I I i I a I 1 I � I I,, I i � ;; .. I I I : . . I � 1 , . : I i I ! I I I . I I � . I I I I I . � ! 'I j I I I ; 1 I i �� I I � I I t I I I � ,i ! I a; I I . � i � I . I I I EQ I It _1__._!__L_._J__._! ,,',�1_1_ — __�___ -,-- ; � ---.-..-i --- � _.J - I - L_ I I - --- - Z - I— ___I__I ! 6 , - � - ,I4 __ - 11 _ 1 � - " :----,-, , ___ , , ___._ I - - ___ , _� __ __ I �� _T T� , I i � - T ; i i V , F _T_ i --- I 1 � I J !� I � r I � � 1 'I __I -,- 14 ` ; . 1 I i 1 411,111-1 _:� I I � I I 1 1 1 ! .1 I I � i I I I - 1_4 ---- - -- " , 4 _1 - - I i I I � ___ � I . - 1 1 �A ,q�v I � 1 , I ,.,,.,,,I-- i , + - , ; I � I � I I I I i i I � I , : i 1 1 1,& ", 1, _1 - , _i_'_,_ -I--.,----- I I - � 'I 1 I t I .-T � � [UNBOLTED PANELS 1 � v - �� I i i ! i I 1 - _5 W/ 1/40-20.1' ; i(SEE SECTIONS AS '5 1 � 1 iK. hiS. BOLT W/ �/S' X 3/32* 1 I, � . I - I APPLICABLE) ! I . i . I I 1, ikAGNUIS 0 EA. OVETJAP I � i I I I I ,I ; 1 , I � � 6 , I i � I I 1 (SEE SECTION' AS APPUCABLE) i � ! i . � .11, - , , - - , - - 1 -_ - --- -- _ - � § Ll- 'Ir J - - ____ I - � - - __ - ___ - 1 L 1 ,,, I 1 , i 1 I 11 I r r I . k I EQ i I I I --'---I- - _T] _T_1__ - - - __ _5 '-'------T -I- -_ '_ -_ _7 I - I I i 1 I I � I �? ,� 1 ! I 11 1 ; I " � I � , I I i . i � I I i . 1 i 1, I 1 1 1 ! 1 1 ; 1 1 1 1 t A I I , I ; 1 1 1 1 ." I I I 1 ,'I 1 1 1 � - ' I � � � � I I 1 I I I I I i I ; I I t, r L_ 7�i; [ i - I i ! � D.MJ9.@IG)+ __ __ i, _� _-1-- , -t--� - - '�', , I; T 1 I(C 1 a I &I I a 1 lwl 1 , @+T1(�)`_@- 0 ,, L; , i " 4 I 1.1 L" i 1 . , - I' WIN � 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, I. MIN, - I 1W/10, 2W/10. 3W/10. 4W110. r D/S Sw/1% sw/1 I & 7W/1 1 �_ y MAX , . � '14M� FOR CONCRETE SEE SCHEDULE ON SHMS 8 At Q_ �____ _.,__,_________ANC FCA WOOD SEE SECTIONS OR SHEETS 10 & , I - __ - ___ ___ __ REQULAR_ STORM PANELS (-1) & 9 ELEVATION NA.S. 2.67' 1/4" Mox. GAP (MIN. OVERLAP -1 IMIOUE VALUEYJ ,-A I - � ___ ___ - -, = __ " ,� 7 ,��' r - _____ , ,�" - - - L_ - \ \ - ,�A�� _ , i �'�l kku , ) I . N I . .,;....; W... ..� FLORIDA BUILDING CODE (High Vaiocity MW it:une Zonafl f6) I .1 %&F S, -. J� � TUM. W. - 1P � .' itio 44167 '. 1 20 GAGE GALVANIZED STEEL 'STORM PANEL I ~8Y - -_ SECTION A -Al *'. * - ; — � ATE��:� �-,_= GLOBAL PROTECTION PRODUCTS, LLC. " 'lum, KT.S. !F .0, . A � Ll i —6. � .W s1w, 61 STRUT �P% -C, Z. � * ,-- _=�V�kF� �g .� , .. , ,,_ ---o-- oRib T-v - - - ANY - . . �j , - , ree-W;W, eN,, ('"Aft..'m 20-175 �e, . cr... ==, P. (w �%�% _... , � OIFW.11-1a� -CIAN-4.70 -aw-.1 -_vw.� t - I - I I '91,11",�.11111*1.".-�*&-Ii--,Alr WAL 04-OW6719 F I - _-!�Nll 0L& nun &. R �� , WWI Wn — ft�_IWZ I I IMAUATION QEIAIU FOR REQUAR PANELS3 A (D INTO EXIaIING POUR_E0 r,ONCRETE OR 99NOEIE B=K STRUCTURES- --- POO CONCRETE _ _?RED CONCRETE ___T_� � 0 ! R ; r BLOCK � REQUIRED I REOUM � WOUM � � I I ''rRM ANCHM I SEE i 1--L'Ir' i .-, ANC17M i t RAWKNIF ON .DE SGNC= ME I:= I �, .) I � SAM 2) i I i t � I I SHUT 9) � I � , ", � I . �� I I , ; � -i%,", � ,�,i�,, � I _._� __ - - - 11 I - r, I , �� ------- � _____ - , I 1�� _ -_ i - � - C -) I --- 1E -I I X I I I i I =� g, " _:4$ �_ I I : t -,,.. 1 ; � : t : ,:, , I � I , :: -�.,� � I ".. � I i ,�,,, � 1 � JD, - " ; , �� ; . I � _ ',,,�� : li� � I I ; I � I - ; , I . , I t , C-0. `�� I _. . . I ,� i I I , � � ., , .. -1 I i __(3 ! - � � - a) I � , ; I -0 � 'I., I I i I � �_� I ; I � , : 2�, �,��, : I I . , ', �, ',',.'�j"� I i I : , : ", � I - I --- - 1 � ��, ; � I I I i I � ; � i I 1 w.,g I � I I I 2 I - -murmw � 1 .M"w I OcUes, � I - � I 1 P - I . I I I. ,tsr� , r- Tom wic,AAI , � la I 1 X I . —) i I � I I I . �_ I- __ - , - I I A I I �� I , I ! - 9. I - - - - I , ; h! � -4�--:- 8" I - .1 __ - ., 9 !I/- I � . -I ! _� I - � ,jr-20." � " I i- -, i ,� ,=L.,.1 -_ , � ,;,..=.,, I � ��, , !:,-,,n.",5,.*-/,:�', - I C1 L-, io ,WVI' I 41 :MV,LAF. fy � jomw, �_' ___ - , . iallil�wl_w I—, 3 .3t.j* �,___ I_ - � I I ,I � I q . � , i i - I____ " . - _. ' 1. 11.11-1- --I, , 71,71" , Al _ , I - - 1�= , --I'-..- -1-11-- , ', �- -. 1 L '- I ---- � _�__A,:, .1 - ------ � , ,� �I! r � . _ ; I � I -, - - , 1 9 A k . g i F I I II - I I � � I � I ! t � II I � I WX I . I I 0 . 420*11 150% � W"J, &-� I 3 F 'L' =I� � I I , i � f.3 OF "C � I MAX I ! : i _., .'� I . i rrt i �'�-, ,,, "': , ,, � ,;,,, A, , 1'.-1 ."i �,� PAX I - ,q � � I 11 'I; ! , I . - " " ! ! I - . ". . I . . , . : - T , I ill, I" 4 I � 7/6*3/32, 1 �',, 1 1 i , : - (I I �, . ' EL I:` t . - rp �1 ,�,_ - � .", L i I 0 E,x 0. �1 � E.� � : . I � _' � a It : i ,� I 1:1 � _ , - PFW . I . I I IX 01, I I � i , . i , , - I � � I I I .� D ; � . L_E7E -. � 1 500- � I i , , J � , ,� I -,-,- _ I - 4 ""', � � I i ,� " I L-E .1 : , � [�_ � - - - I � , Ll WIN. , , - I � 114*#2CA3V`4' S.S. BOLT I ", ____ i ,� - __ - ) 4 � � i ,� � � ", ___r7 - 1/4 1 1 ,", � ', 't - � : So/ 7/r 3 V* ; I I , I "; � � I : � � 12 IIA2/D,C, XRNG NUT . I I CONCRETE ANV,01* ; ; , � z I I - =EQUIAC 04 L ! ! OCAORM ANCHORS � - 'EGNGRCE ANC4ORS StAaGERED � � I ISM SCHED" ON :/ FM(SEE SCHOULE ON r I I I SHEET 9) I - MRW C= OR N - w_____QMTt09LC0KCKM ON 9EQU19M Z= OR ROXIOND ABOUIRED DIRECT 20 WALL NOUNTING PIUM AN , _ _Q WALL I PUNTING DIREQ1 MQVISI)JO INSTALLARON V=N I 2 3 I* SCALE 4/6-1, 5011:�Alwlh._ - FLO, - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MCUNTIINGS CAN BE SHEET 9) COMBINED IN ANY W& TO SLUT ANY INSTALLATION. __ I - ----- ___ ANCHI FOR CONCRETE SK SCHEDULE ON SHEET 5, __ ___ � _ , 13 Mo� 7 e7* ..; - I '_!A11 iMN O"'LAP-tiW401, '" _.*,tt Oe� *a wo " 't, -1-a (1) (1) C_ U) —W (3) -"—& 0 > r- 2 0 N =3 L_ _0 a) 0_ = a) 0_ o 2 = CU -0 0- . .a_" 0 a) 0 — CD -= a) -0 0 0 -0 0 .— = 0 L_ " W C= = .0 U_ ?9: Lr,- ,,- CU CU 0 CU 0 > - Ln -0 E a) 0 Cn " &_ a) -6--a 0- (n CU CX _= CU -.02 4-.0 — F —0 . 1= (0 < 0! 4 Z Z W mi U) _i._,,, " (2) (D cc'—) _4__J W 40 M =3 > 0 L_ 0— C/) CL < -0-0 0 a) =3 C- -0 0 CIO L_ 0- 0 (i) U) L. M " cn =3 LLJ n < Z Z < _J 0- SHEET NO. SH 1,0I PRODUC f EVALLATION RBI!ORT NO, 10-0727�02 2 - I ___ Large missile impact load tests were performed under SSTD 12-913 standard as per section 1600.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-33D. Test reports prepared Ioy American Testing - , , Lab of South Florida, Report # 0814.01�01 dated 03/1 V02 witnessed by William R. Mohner, P.E.. Bortz Moroz, P.E, and Henry Hattem, P,E. and Report No. 02i 9-01 -69. dated February 25, 2000, signed and sealed by'Edmundo Largaespecla, P * E_ and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared byAmencan Testing Lab ofSouth Florida, Report No. 1123.01-10, dated Navember23,2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. BCM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P,E, as pe'rASTM 5-8 and Tensile Test as per 00 Metallurgical Report No. 1 OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-B. 2.3. STRUCTURAL,ENGINEEPJNG CALQWA,A1&NS, On 24 Gage Galvanized Steel Siorm Panel for maximum panel length vs. design wind load, as well as maximum ahchar,spacing vs. design wind load and panel length based on rational and comparative analysis, arid in accordance with section 1004 of the Florida Building Code, Calculations prepared by T11teco, Inc., dated 12/16110 and 08/27113 (for this revision), signed and sealed by Walter A, 71111t, Jr,, P-E, 3. MI§ SILE IMPACT RESIST - ANICIS. Large missile impact under section 1009.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAB 201. 4. WND 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 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17& Maximum AnrbOT Spacing shall be as indicated on sheets 5, a, 10, 11, 13 thru 116 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been yeriflod for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. P T .0111 (11. r- .. I � . ,,.- 6-INSTALLAITION: ��__ I:Z Installation shall be performed strictly in accordance with details i4cated on 13 :_:-:11 sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), r_ drawing No, 20-175. Minimum separation to glass shall be as indicated on 0 sheets 3, 6,13,14,15, 16 and 18 of 18, of Product Evaluation DccumQ6':F_i (P.E-D.), drawing No. 20-175. . co -0 , W 0 X__ (z) ;", ,,, 1 C2- C- C�) _% MATERIAL GRARACTERIS130 AND SPECIFICATIONS- It -1 % Shall be Strictly in accordance with General Notes and Components 1n06teTCirT0_ � - sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), Ing !.*I 7; cc�,14 .-r- 20-175. 0 -0 cp .!!! I fW C4 'e- I , f co W CP Anchor Specifications shall be as Indicated on sheet I o 1, f Pr uc:F c-L. -�r,- c: Evaluation Document (P.E.Q._), drawing No. 20-17i .S S,-.. ,�2 �- C; �_- co 0, to Cle- 3� - � 3; " -0 LAIMITAT-10-K to W ,J W ::3 .5; C-- CP , W CO -.7- - CS:: *.:'I -0 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14,1 ed - C.%- on Shea I I 1 - 'of 18 of Product Evaluation Document P.E.D.), drawing � 20-175 40 V_ prepared by Tilteco, Inc. andsi I I I � T11111t, Jr., � F § 0 Igned aric alter A. T11111t, Jr., P - 06. 1� 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES �� as defined on section 1620.2 ofthe Florida Building Code. 7.3. Product shall only be installecl into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. 71111t, Jr., PIE, (Florida License No. 4067), President of Tifteco. Inc. (Florida CA-000671-9). - � 1/4,, 2/4, 3/4, 4/4,. 5/5, 7/5. I,IW/10, 2W/10, 3W/10, 4W/10. +6/5 _S' -__ --.__ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a & I? ,----- �- _____ .11 MAX- . I' ANN, FOR WOOD SEE SECTIONS ON SHEETS 10 At 11 � I* WIN. � I I r — 1 6 0 1 a 6 � — — . --- tw.�(J)� (�), 1"', , ---"-,----,, ,_ r , , -, -� L19 + V _fF_ -----i- -r--T---7- r,-F- Ir-___T__1 --- -- -- !--T-'r---`I--� -1--� --- rT _ I , I I I � T I I I I I -, I I r � ........... I ----- r, ,.' L � I I ! I I � ___+_1_ +_--1t , I , 1 F ? -7- i I � - , I � I , I I I I I C4 1�. (�)+@. (�) I I t i I . � _� 4 � i i I , I L I I � Y - 1 I 1. � I I � 7 I ! i , ,- I I I I i I i I I ! I I ! I I i I a I 1 I � I I,, I i � ;; .. I I I : . . I � 1 , . : I i I ! I I I . I I � . I I I I I . � ! 'I j I I I ; 1 I i �� I I � I I t I I I � ,i ! I a; I I . � i � I . I I I EQ I It _1__._!__L_._J__._! ,,',�1_1_ — __�___ -,-- ; � ---.-..-i --- � _.J - I - L_ I I - --- - Z - I— ___I__I ! 6 , - � - ,I4 __ - 11 _ 1 � - " :----,-, , ___ , , ___._ I - - ___ , _� __ __ I �� _T T� , I i � - T ; i i V , F _T_ i --- I 1 � I J !� I � r I � � 1 'I __I -,- 14 ` ; . 1 I i 1 411,111-1 _:� I I � I I 1 1 1 ! .1 I I � i I I I - 1_4 ---- - -- " , 4 _1 - - I i I I � ___ � I . - 1 1 �A ,q�v I � 1 , I ,.,,.,,,I-- i , + - , ; I � I � I I I I i i I � I , : i 1 1 1,& ", 1, _1 - , _i_'_,_ -I--.,----- I I - � 'I 1 I t I .-T � � [UNBOLTED PANELS 1 � v - �� I i i ! i I 1 - _5 W/ 1/40-20.1' ; i(SEE SECTIONS AS '5 1 � 1 iK. hiS. BOLT W/ �/S' X 3/32* 1 I, � . I - I APPLICABLE) ! I . i . I I 1, ikAGNUIS 0 EA. OVETJAP I � i I I I I ,I ; 1 , I � � 6 , I i � I I 1 (SEE SECTION' AS APPUCABLE) i � ! i . � .11, - , , - - , - - 1 -_ - --- -- _ - � § Ll- 'Ir J - - ____ I - � - - __ - ___ - 1 L 1 ,,, I 1 , i 1 I 11 I r r I . k I EQ i I I I --'---I- - _T] _T_1__ - - - __ _5 '-'------T -I- -_ '_ -_ _7 I - I I i 1 I I � I �? ,� 1 ! I 11 1 ; I " � I � , I I i . i � I I i . 1 i 1, I 1 1 1 ! 1 1 ; 1 1 1 1 t A I I , I ; 1 1 1 1 ." I I I 1 ,'I 1 1 1 � - ' I � � � � I I 1 I I I I I i I ; I I t, r L_ 7�i; [ i - I i ! � D.MJ9.@IG)+ __ __ i, _� _-1-- , -t--� - - '�', , I; T 1 I(C 1 a I &I I a 1 lwl 1 , @+T1(�)`_@- 0 ,, L; , i " 4 I 1.1 L" i 1 . , - I' WIN � 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, I. MIN, - I 1W/10, 2W/10. 3W/10. 4W110. r D/S Sw/1% sw/1 I & 7W/1 1 �_ y MAX , . � '14M� FOR CONCRETE SEE SCHEDULE ON SHMS 8 At Q_ �____ _.,__,_________ANC FCA WOOD SEE SECTIONS OR SHEETS 10 & , I - __ - ___ ___ __ REQULAR_ STORM PANELS (-1) & 9 ELEVATION NA.S. 2.67' 1/4" Mox. GAP (MIN. OVERLAP -1 IMIOUE VALUEYJ ,-A I - � ___ ___ - -, = __ " ,� 7 ,��' r - _____ , ,�" - - - L_ - \ \ - ,�A�� _ , i �'�l kku , ) I . N I . .,;....; W... ..� FLORIDA BUILDING CODE (High Vaiocity MW it:une Zonafl f6) I .1 %&F S, -. J� � TUM. W. - 1P � .' itio 44167 '. 1 20 GAGE GALVANIZED STEEL 'STORM PANEL I ~8Y - -_ SECTION A -Al *'. * - ; — � ATE��:� �-,_= GLOBAL PROTECTION PRODUCTS, LLC. " 'lum, KT.S. !F .0, . A � Ll i —6. � .W s1w, 61 STRUT �P% -C, Z. � * ,-- _=�V�kF� �g .� , .. , ,,_ ---o-- oRib T-v - - - ANY - . . �j , - , ree-W;W, eN,, ('"Aft..'m 20-175 �e, . cr... ==, P. (w �%�% _... , � OIFW.11-1a� -CIAN-4.70 -aw-.1 -_vw.� t - I - I I '91,11",�.11111*1.".-�*&-Ii--,Alr WAL 04-OW6719 F I - _-!�Nll 0L& nun &. R �� , WWI Wn — ft�_IWZ I I IMAUATION QEIAIU FOR REQUAR PANELS3 A (D INTO EXIaIING POUR_E0 r,ONCRETE OR 99NOEIE B=K STRUCTURES- --- POO CONCRETE _ _?RED CONCRETE ___T_� � 0 ! R ; r BLOCK � REQUIRED I REOUM � WOUM � � I I ''rRM ANCHM I SEE i 1--L'Ir' i .-, ANC17M i t RAWKNIF ON .DE SGNC= ME I:= I �, .) I � SAM 2) i I i t � I I SHUT 9) � I � , ", � I . �� I I , ; � -i%,", � ,�,i�,, � I _._� __ - - - 11 I - r, I , �� ------- � _____ - , I 1�� _ -_ i - � - C -) I --- 1E -I I X I I I i I =� g, " _:4$ �_ I I : t -,,.. 1 ; � : t : ,:, , I � I , :: -�.,� � I ".. � I i ,�,,, � 1 � JD, - " ; , �� ; . I � _ ',,,�� : li� � I I ; I � I - ; , I . , I t , C-0. `�� I _. . . I ,� i I I , � � ., , .. -1 I i __(3 ! - � � - a) I � , ; I -0 � 'I., I I i I � �_� I ; I � , : 2�, �,��, : I I . , ', �, ',',.'�j"� I i I : , : ", � I - I --- - 1 � ��, ; � I I I i I � ; � i I 1 w.,g I � I I I 2 I - -murmw � 1 .M"w I OcUes, � I - � I 1 P - I . I I I. ,tsr� , r- Tom wic,AAI , � la I 1 X I . —) i I � I I I . �_ I- __ - , - I I A I I �� I , I ! - 9. 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L_E7E -. � 1 500- � I i , , J � , ,� I -,-,- _ I - 4 ""', � � I i ,� " I L-E .1 : , � [�_ � - - - I � , Ll WIN. , , - I � 114*#2CA3V`4' S.S. BOLT I ", ____ i ,� - __ - ) 4 � � i ,� � � ", ___r7 - 1/4 1 1 ,", � ', 't - � : So/ 7/r 3 V* ; I I , I "; � � I : � � 12 IIA2/D,C, XRNG NUT . I I CONCRETE ANV,01* ; ; , � z I I - =EQUIAC 04 L ! ! 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