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<br />/ -1 I Ll ico INC\
<br />TILLIT TESTING a ENGINEERING COMPANi
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<br />_WAT.TRR A- TTUrr. JR., F1,
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<br />PRODUCT EVALUATIOLY REPORT
<br />REPORT NO.: 204728.01
<br />DATE: July 28,2020
<br />PRODUCT CATEGORY- Shutters
<br />PRODUCT $US -CATEGORY. Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER- Global erateCd9riprodju; r
<br />- 4800 S.W. 51 Street ASJJ,�
<br />Davie, Florida33314
<br />t PURPOSE OF EVALU ION,
<br />This is a Product Evaluation Report Issued by Walter A. rillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, M othod I D of the Flori da Depa rt m on t of Bus! ness and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verity that the product Is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a BuMing Code change that may affect its limitations and conditions
<br />I.EADENCE SUBMITTED:
<br />2,111� PRODUCT EVALUATION DOC�IJMIE
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<br />Drawing No. 20-176, tided 1120 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />TIllit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part IRIMPIls,
<br />Evaluation Report. ,,AAll PoiV,
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<br />22-TE-STREPORTS-
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 0810911996, #96-570 dated 091181199,6,
<br />#96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and
<br />4 2126 dated 10/011098 witnessed by Gilbert Diamond, P-E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by EcImundo Largaospada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />21�S EAL ENGINEERING CALCMADONI&
<br />TRUCTUR
<br />On 20 Gage GaNarlized Steel Storm Panel for maximumpanel length vs. design
<br />Wind load, as well as maximum anchor spacing vs, design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc,,
<br />dated 11103/08 and 03112/1 5, signed and sealed by Walter A. Tilit, Jr., P. E.
<br />3. MISSILE IMPACT RUISTANCE:
<br />Large missile Impact under section 1626 of the Florida Building Coda, as per
<br />TAS 201 Protocol.
<br />4.-WIND LOADS RIESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall beas indicated on sheets 8,10, 14,15,
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P-E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated an sheets 8, 9, 10, I 1,
<br />14, 15,17,18,19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.),
<br />drawing No. 20,117C
<br />LINSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E,D.), drawing No. 20-176, Minimum Separation to glass shall be as
<br />Indicated on sheets 8, 14,16, 25 and 26 of 26. of Product Evaluation Document
<br />(RE.D.), drawing No. 20-176.
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<br />6. MATER
<br />JAL CHARACTERISTI AND.
<br />, -SPECIFICATIONS,
<br />Shall be strictly in accordance With General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, ofProduct Evaluation Document (P,E,D.), drawing No. 20-176,
<br />7.11MITATIONS AND CONDITIQN45 OF USE,-
<br />7-1. Shalt be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thrur 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tillieco, lnc� and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product may be installed Within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 ofthe Florida Building Code.
<br />7.3. Product shal I only be Installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A, Tillit, JL, P.E. (rionda License
<br />No. 44167), President of Tiltew, Inc. (Florida CA-0006719).
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<br />DiITILTECO AD MON RECORDS I P.E. REPORT-21) I, GLOBAL, PROTECTION PRODUCTS, LLC`I20 GAGE
<br />GALYANIZED STEEL STORM PANEO DRM4201-176k REPORT# 20-0728.01
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<br />TILLIT TESTING A ENGINEERING COMPANY
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<br />WALTERA. TILLIT, M, P.E. tilleco@WI.Com
<br />PRODUCT EY JATION REPDRT FLpr I,k-,;.
<br />ALL - 4416-
<br />FL,C.A.L��Dam,19
<br />REPORT NO.: 20-0727.02
<br />DATE� July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY, Storm Panels
<br />PRODUCTNAMl 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global ProterAlonYmAudaJAI&
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATIQN.
<br />This is a Product Evaluation Report issued by Waiter A. 'nillt, Jr., P.E. (System
<br />I
<br />FD# 1906) to the Global Protection Products, ILLC, Rule Chapter No,
<br />61 GZO-3, Method I D of the FI orl dal Departme n t of 8 u sl ness a n d
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EY DENCE SUBMITTED:
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<br />Drarwing No. 20-176, titled "24 GAGE GALVANIZED STEEL STORM PANEL',
<br />,Sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr,, P.E,; dated 07(2712020. This drawing is an integ,k*�Vt 1,06oth
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<br />Evaluation Report. ,,,,N:C ...... kz�
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<br />PRODUCT EVAIX-ATION RIEPORT NO, Ik-17= I
<br />2.2. TE31 REP—ORTS:
<br />Large missile impart load tests were performed under SSTO 12-DO standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03111102 witnessed by William
<br />R. Mohner, P,E_ Boriz Moroz, FIX. and Henry Hattem, P,E, and Report No.
<br />0219-01-00, dated February 25, 7009, signed and seated by Ednnundo
<br />Largaespada, P.E. and Henry Haftm, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 11,23.01-1 0, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-193 by QC Metallurgical, Inc., dated March 13,2009,
<br />sIgnecland sealed by Frank GrateI, RE, as per ASTM E-S and Tensile Test as
<br />per QC Metallurgical Report No. 1OKM-1311B, dated Decamberl, 2010 signed
<br />and sealed by Jerry Jaciol'ano, P.E. as per ASTM E-8.
<br />U. STRUCTURAL ENGINEERINQ <;AkQULATIONS
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and Comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code, Calculatlorsi prepared by Tilteco,
<br />Inc, dated 12tl B110 and 08/27118 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />&MISEILE, IMPACT RESISTANCE:
<br />Lar�ge mi5sife impact under section 1600,12 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WNQ LOAD—S—REOISTANCE,
<br />24 Gage Galvanized Steel Storm Flanal has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 111�
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175,
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175.
<br />24 Gage Galvanized StealStorm Panel has been verified for code compliance to
<br />work as a rion-polrous storm shutter assembly, as per SSTD 12-99 Standard.
<br />kRUD=T, EVALLIAUDN".1PORT NO- 20-0727.02 3
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in aocordance with details indicated on
<br />sheets 3 thru 8, 12 thru I 8 of 18, of Product Evaluation Document (P-E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 1 5, 15 and I 8 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />TICS AND SPECIFICATIONS;
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 and 2 of 1 8, of Product Evaluation Document (P,E. D,), drawing No,
<br />20-175.
<br />Anchor specifications shall be as Indicated o n sheet I of 1 8, of Prod vot
<br />Evaluation Document (P.E.D.). drawing No. 20-175.
<br />LAXITATI
<br />DWAND CONDITIONS OF USE:
<br />7.1. Shall be Strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175
<br />prepared by Tiltecot, Inc. and signed and sealed by Walter A. TIllit, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Building Code,
<br />7.3- Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tifteco, Inc. (Florida CA-0006719).
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<br />O_"ITILTEfO ADMON RECOROS t,,P, E. REPCIRT.2C
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<br />GENERAL : ULAR & LIEE SAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4, 5/5, 7/5.
<br />AKAD FOR Aoijeamm-Vil" 9 3) AN CASE THAT PRECAST STONE, OR PRECAST, toNtREFE PANELS. SrUCCO OP WOOD BOARDS BE FOUND ON TIE (SCALE 1/2�1-)
<br />20 al'A4 EXISTING WALU ANCHORS SHALL BE LOW ENOODA TO REACH THE JAMN, STRUIGPURE BEHIND SUCH PANELS� I Iw/10, 2W/10, 3W/10. 4W/10, * 6/5
<br />1 STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PrO.) HAS BEEN VERIFIED, FOP. COMPLANCE IN ANCHORAGE SH&L BE AS MENTIONED IN SI) 4-40 IN 6.2). __ __- - - � -- ---- -"----'- - It', I "_ OGTAL WFDTH) L--'--- - - ------ - - - - L- -- -- -- ----- - - - - ---- + I
<br />ACCORDANCE WITH P< 2020 Oth EDITION) OF THE FLORIDA BUILDING CODE. I _ _ ____------J5I%_ (TOTAL WDT4) - ' - ----_--_ 5W/10. 6W/11 & 7W/11 11� 11
<br />(C) M-UJIMSQ-11100DAVRI.-SEELAX-405=1 �_ -------------- -----.- 12.5w (OFFECTWE WIDTH). ___________ _. - _ i �
<br />DESIGN WIND LOAM SHALL BE DETERMINED AS PER SECTION 4620OF THE ABOVE MENTIONED CODE, 1/4-0 TAPCON ANCHORS. AS MANUFACTURED BY T�W allWEX, INC I I � �3' MAX _ ...... _ANCHORS. FOR CONCRETE SEE $CHEDUUE ON slitEts 0 & 9 - - -------- __r KW_
<br />FOR A MHO SPEED AS RCOURD) BY THE jUR'MCMN WHERE MESE SHUTTERS WITI BE INSTALLED AND - 014-10 PANCLUATE FEMALE to AND PAIRD-MATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS I - ---- -- ---- IS 1/4' - - - ---- ------, 6�2501------ ------ - - , ,
<br />I � I,--------------- I I- MIN, MR WOOD SEE SECRONG ON SHEETS TO & 11 I* MN.
<br />FOR A DIRECTIONAUTYFACTDR K41-0,65,USNO ASCIE. 7-16 AND SHA11 NOT "GEED THE MAXIMUM (ASO) - 1/4`4 LAG SCREWS PER K.D.S. i I,., � -1.3po- - �--I."_ -1-ye-, � ., - �500- 1 1 _��_,500. � ,
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<br />DESIGN PRESSURE MONOS INDICATED ON SHEETS 7 THRO 12, 14, 15, 16, T2 * 2a. - 7/16`0 . tile *000 WSHNG. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY W. I I',- i I ",._.� �� I I , --I Mo' -1 , N� aQ34' WN. THICK ,I�350`-,_-�.� ', I a 0 Z 0 I -
<br />, -�#�z - - MALVARIZED STEEL 11 --- - _711�' ,(-- - C"i -
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<br />IN ORDER 10 VERIFT THE ASM CONDtT*N, ULTIMATE GE54H WHO LOADS DETERMINED PER ASCE 7-18 I, , - ;, --- � , .'' - r-7 !h"" , < L�-- D.M.,(2),(�),@-., - _:7i____1I ____11____1_1 --I-,----. - _t , __ =1
<br />SHALL SE FIRIO REDUCED *IV ASO OMGN MNO LOAM BY MULTIPLYING THEM BY 0,6 94 ORDER TO 2 OR E CO PANELMATE P 5 -S, F- I I . I I " 0
<br />C I) MINIMUM THREADED PENCTRAITOM MO WOOD OF TAMON ANCHORS 5HkL RE 1 1/2' Mo ' F L , LU . 1 4"' '*- ASIM C=
<br />AND PANOU,va FE14ALE to, o,o,%- MIN THM mm%_�,, �, ,,, _, I . � I I I I I . s
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<br />I , i I I i I � cu -=
<br />, zavl 4k 2 ;Ii3,- , 0 EDGE I I I � � � 1 i i .
<br />COMPARE THM W/ MAX (A.S.D) DESIGN PRESSURE RATW�S INDICATED ON SHEETS 7 THRO 12, 14. 15. 16, 19 & �O. dll� I I EMMED - I "
<br />F / I - 4 / . AFFF"'! 11 � 0 1 I f i I ! I
<br />GALVAHIZCET STEEL I *�� I I" f 4 -0. @-@ 1 6 1 i �, I -= :=
<br />T I 'RE NOT LN-M STRESSED, A 33% INCREASE IN AUQWA13U . - i I I 1 1 i P, " 1 1 S
<br />C-2) MINIMUM THREADED PENETRATION OF LAG 50". INTO NE WOOD FRAME UNIT $HALL BE - 112- NO THREADM Z *�- , -11 ASIU A.-IESI 17 21- ., TYP, I - � , I I I I I I ! 1 : C0
<br />ST FOR WIND LOADS WAS NU USED ,H THEP ANALYSIS FASTENERS SPACING TO WOOD RAS SEEN DETERMINED IN I GE � . ; :AA L"
<br />ACRCMMIAMCE WITH UZ.5, 20110. -71- r-80 GALY. N I I � i i I � - . I I I i �
<br />A � , � 48JIr � L A 481, I I I 1 i CD
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<br />It ORDER O MUFY THAI ANG,HQRS ON THIS F1 ED AS TESTE C 3) MINIMUM EDGE DISTANCE OF LAG KREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING - I MAIL �j , I . i . -
<br />D WE PE1,117TR&TION INTO STUCCO SKAI_ BE CONSIDERED AS PART OF THE FLEOUAIU) THREADED PENETRATION I \ GRADE 50 M"" NED � I 1 1
<br />EWE - � :
<br />STORM PANIEL'S ADEQUACY FOP IMPACT AND WIND RESIFFIANCE HAS 13EEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Of I - ___ ED TYP WAR, Aj - - � - -, I - . - , NEMI .1 ---------- 7' I I i � i � .- � I i =_
<br />or � - � _____ _ - I I I I I 1 � I EQ a 4 - ol- =
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<br />&_ rm AND - 1/4- 0-20 SCREWS USED %LALi BE 1 112- WHO 10,1NU4 3k i I I , �� I
<br />ME AW,1E MENTIONED CODE AS PER HURRICANE EWNEERING & TESTING ING REPORT5 %-50. 9 570 & 96- C 4) MWWW PENETRATION Of WOOD BUSHING 54AU BE 5/8 - ,.3k, I I i i i I , � ! I i I
<br />FENESTRATION TESW LAB INC., REPORTS TITZ032 & #R12o . AS PROTOCOLS TAS201, TAS-20? AND TAS-Zol SHOULD _"1JCCO COST. AND I' MINIMUM POR WAU-S WITH NO $1UCGO L,,w �� ___ �__._____ "'J __L___ __-, _, 11 i I __ i-L. i , I_- I _. _� _i
<br />- -, ----6.2W____ - - - - - __ I 11. I I 6 ckt r ii r .... I ,�
<br />__` -1 F --] T- - I on C1.4
<br />20� STANDARDS, M .PANEL - - -T," -1 - T I , I 1� .
<br />,,SWELi AS AMERICAN TEST LAB Of SOUTH FLORIDA REPORT #0219.01-09. AS PER TAS 201, TAB 207 AND 1 , . i � I ' !t " LZ L-�'
<br />- , ,� ! � __r - - i _�_� -
<br />00 BOARDS BE FOUND ON T14E MSPW - i - 1 I , I I 1 � , , �� -_ � C,
<br />AS C5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STTXCC, OR Wo (D MM UNE 0 END -_ , - - ,- T� t -
<br />WALL� ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUMNIE BEHIND SUCH PANELS r -- i I � 1 , I � - 410 = "
<br />2, ALL ALQM1WM CKTIA)SOci 70 BE 6063-T6 AUO)r AM TEMPER, (UNLESS OTHER"% NGTED). SET SHEET Z i I - 4 -.,-,--, 1 --t I
<br />, ,, I
<br />_ ,, I
<br />, ,, I
<br />-.,-,--, ,, I
<br />_
<br />_._
<br />2187 , _ I i I
<br />ANCHORAGE SHALL,RE AS MENTIONED IN C.1), C�2) & C4) * - --l'.-I -, " 4 1 t I V -0 CN _=
<br />, I
<br />- rr _________ --- 4- _ , � '. � F i il", U 2 =
<br />11 30, - 1 1
<br />It - I , �1, I,, 4 1 7 -I . 1QV - I � I � 1� , I I ,- A � I I � 1, ---I C14 .Ln
<br />I ALL ALUMINUM SNE�, W TAL USED AT CLOSUPES SHALL HAVE 1105-H, 4 ALLM (0) ANCHORS SR41 BE NSTALLED FOLUAINO ALL OF THC WCOMWNDATIONS AND SPECIFICATIONS OF THE ANCKQR�S MMUFAC71IRCR .1�0111 f- - 2,11)7 ------ I I I
<br />_�
<br />A ALL STEM SWET METAL PANELS SHAJ, MW STRUCTURAL CUALITY STEEL A59A �SSS C40M 50 14011MU4, 4-60 PANEL S DID LP ,,-, ,- i Too, SIC 12 1 1 -, _75Cr , i/4-10-20, 1 '12 1 1 ! I I a - I- i i ____ i �
<br />,, 1.215o. _,�. /4*--20. � 1 � 1 � � _"r I I ' - W/ 1/40-20III* B _!! 'D �:-'
<br />G&VANVED STEEL, DIESiONNTION W/fY. 56,5 I., (AFTER ROLLFD)� 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOW-K INSTALLATION DETAIa SKGWN ON SECIION 3 THROUGH 10 (SHEETS � ;i,4',�EiO, , ,,--' ,-' i 0 _3D4 SERIES .104 SERIM !UNBOLTED PANEL-% 1 1 i� i 1 � � _� -
<br />=. _=
<br />THROUGH 6) EXCEPT THAI HIADERS(MorlZ SHALL HOT BE USED IV'; . �' 11 - 100, a a I __ -I.. . I __I,5* � -t%�S Snat MVITED S.s. STUD :� '750",- - - I I S,S,"WS"M W/ 7/8- A, 3/32� 1 1 1 7 QJ
<br />�__ -91-1 17 __..,
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<br />1;� L - P ____ I I ; 2 1 - - WILD 51 , I ;1
<br />�� R�ow 1_11_� . I AP � 1 1
<br />9 11 SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 YEFIFY THE SOLINONESS OF THE STRUCTURE WHERE SHU,rER IS It, -, - - I , - M ANCILE 0 . I I I (SEE SECTIONS AS I 7!1ANONUTS 0 EA, O`V1ukAP L .
<br />5 ALL SCK*S TO BE ST14NLESS STEEL X4 OR 31e A!SI SERIES OR CORROSION RESLST�NT COATED CAqWN STEEL. AS Ps i -=,--I I � 'a to ANGLE a I � . � . ! I L . - =
<br />DIN 50018 */ So ;� YIELD STRENGTH AM 90 km TENSILE ST , BE ',�� - . i 12 1/2- ac I , PUWLE) i . i E
<br />I .,____t
<br />- 65'1_� I
<br />I., '�G_a �,
<br />, - - - _� ""' I ��' :ku.08, L 100131 1 T2 '12r � 1 � I I (SEE SECTIONS AS APPLIGABILE) : 8 " _= =
<br />SECTION 2-11 3.34 RENGTH III SHALL COMPLY W/ FLORIDA BUILDING �I,,_ ATTACHED TO INSUFLE PROPER ANCHORAGE IMF$ SHUTTER SHALL ONIY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME I - , 3.375* - I - I I 1,5w � � , � 6 " . - .9c
<br />�� " I 1 500 1 i � L_ __ -, � _ _'__ i ' I I
<br />, -
<br />BUILDINGS. - 091* 2.000* t i_1____..1 ! , I �� I ..- -A- L _A_ ,L I �,�,L I _.' _ - I _'__LJ �
<br />-
<br />101 CALYANT?ED STEEL OR AISI 304 SEWS STAINLESS STEEL, WITH ,% IA,j WNIMU r1UD _Z�zz >-::�,, - - 1 2.12'. SEE 1%.32, EIN, 1� , - - :1: M
<br />5 BOLTS TO RE ASTM A-- " �� I - , . I . - __ I - - - . , 1--i -_ -1-71--j'' I - --- ,'. -- ---- ____ __T___ I BI: "
<br />t ,� ,_7"7� MAIL 1: I - __ - -, , I - , - I -
<br />I
<br />M 1_ 9W & I OW ON SHEETS �, 6 * I Z RCSPEC��fl $HAU HAVE A , EGFBLE AND READILY YTSTBLE wKm., wstRUCTIN'Q OWNER OR < 1111w, - , i AIL I I 1 1 ,. � i f I I i i 1 1 1 ED al W a) =
<br />STRENG7. 10. EACH REWLAR STORM PANEL WITH LENGTKS O%ER S'-8 THROUGH 12'-4', AS PEI? SECTIONS 6, a. 9 to 10 ANV ALTERNATNES BW, /'� ,- ISO __ZZZ-�1 I - o,A: - At 0, -3W, 1 � Api , 1 � � t I -::;
<br />/ ,r 2, .S I I ; I I I , .1 !7,s,._! I. I i
<br />�, , , U J t � -1 125* 1 � I i 1 1 1 i I I I 1 i - CJ cu
<br />.
<br />I ANCHORS To WALL SHALL BE AS MUOWS �Itw � - I I I I I � , � � � I . I = =
<br />TENANT, to SECURE PANELS WFIT4 APPLICABLE REINFORGEWNT DURING FORMS Of HURRICME WARNIK i � I ; 1 1 i I I I .
<br />��JL 4-145 . � I I I I �
<br />I 4y � : � I I 1 1 f I I 1 I :
<br />� : _ , i I
<br />- - 1 fy i I � I I i � ce .2 �-,
<br />-1 /4'0 TAPCON ANCHORS AS MANUF�,CIUOED er' I r.W WITH L_ � I FLU it _w< , I 1 1 1 i i i I
<br />(A) 19. EAWJM_eO98W_.QQKfETE I - : I— 1.11 __ 5' W -----' - 4.SGG L_1�500 -1 I 1
<br />! 1 THE INSTAULADO4 CONTR;ACTIOR IS TO SZAL,/Ci4ULK ALL `%VTTER COMPONENT OMES WHICH REMAIN IN CONTINUOUS I)ONTACt ,,_, . 0)/1 I . I I I I : �
<br />- BVILDEK, INC, (9,I, f'5192 ��,) THE BUILDING TO PREVENT WKD/MN NTRUSLON ISOMETRIC YIEW DETAL-A L_._..DGD-T�,�: -2.0or- - - � 1 1 � 1 1 W "GL -
<br />- �/4' # A 7/0" CALK -IN ANCHORS. AS MANUFACTURED ST OCIIIALT INC. (MIK I'NOO ;,�) 0)/ , i � I I I Z = E
<br />Z i , i 1,41i I 1,I41d ,
<br />END LIP W/ KDANTED EDGE. , I - - , I i � -
<br />ROUNDED CORNER 0 ENDS OF PANEVS ),+ - I
<br />- /.". 11 3/4' SOLD -SET ANCHORS. AS 015YR10,M! BY ALL POINT SCREW, BOLT & SPECIALTY CC, 12 STORM PANEL INSTALLATION SHALI COMPLY WITN FKCS &DOTED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS AtL It D, M,, @, @, C4 , _4� -- --- ---- i - ,A-- 1 - - ii � � 0 I - -.. 6 �, - - - 1, W �' � � 0 ,
<br />,
<br />MH, _30M ,�..Q PROVIDED BY THE JURISO"ON W14ERE PERMIT IS APPLIED TO I A,� --- I _� - , __ ., I - "" ! CZ C,
<br />- 11 ,-10� PANELMATE FEMALE D & PMELMATE PLU� ANCHORS, AS MANUFACTURED BY ELLO CONSTRUCTION PRODUCTS (N.TS) 20 *h" ff." (�) olr_� (�) ANGLE (4 ANGLE WITH STUDL @ ANGLE Wnfl M: 5
<br />(MIN !33M P-) 13, (a) THIS PRODUCT EVAI.UATiDN DOCUMENT (RE D,) PREPARED BY TOM EN04EEN IS GENERIC AND DOn NOT IAROWDE INFORMATION (�),@.&@. 06- '. - �
<br />- 1/4�0 rr TAP-QYP ANODRS, AS IAMUFMIURED Brr Iffo-FAST CORPORATION (",.-1600 p..) Mot A SITE -SKCWIC PROJECT. j,. WHERE THE SITE MMITIONS DEVIATE J
<br />� THE ROME STUD _ MAX 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, -
<br />I RON P E.:) -_ _ - -.13: No , "
<br />I - - ____� YAR" I 11 WN, MIN. CD
<br />(b) CONTRACTOR TO BE RESPGN5JBLF FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIVE SAFETY Of THIS PRODUCT . SEE DET, .374' � 1W/10, ZW/10, 3W/10, 4W/10. 6/5 -
<br />A 1) MI NUM EMBEDMENT OF TAKON ANCHORS INTO POURED CONCRETE SNAU BE I ��14"i 2' FOR PARELMAIE FEMALE ak%-, ON THIS PLO, PROODED HE/5HE WES " DEVIATE FROM Tit CONCTLIGNS or + �_
<br />NAND PAREM&TE PLUS AND -TAILED ON THIS DOCUMENT I - z: - f--J 1/.� & 2/i4 0,344' �374'
<br />0 I ;/4- FOR CF TAP -GRIP ANCHORS I _____ ir TOP EDGE - .095, - ?W - 5W/1% OW/11 & 7W/11
<br />CONSTRUCTION SUM AT SITE 15 THE CONTRACIOR'S RESPONSMItnY T I PANEL Aw '; 310, I r
<br />� - 4- , . , I
<br />� .. � �. � .,w- i ,;w- I 125' ; 1/4-0-214 30. SERIES ANOHORS� F04 CONCREFE SEE SCHMLE 00 SKals a & Q�
<br />__ -_a q - I- I __ . - -1 -I i 11 7 - -3s, vw RNrrno To ._ . _. _.- ___ _ -1-1 -, __ _ ___,_,_____,_ ,- __
<br />, -
<br />.
<br />A,2) EALX-M & SOUD-SET ANCHORS $KAU Rf EMBEDDED 1/8' �HTQ THE POURED CONCRETE NO EMBEDNEN1 INTO ici THIS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVAUD IF MODIFIED, i I ' ___ --' 1' -/ -2-- �_- r _-, I IF , i .r POR WOOD SEE SECTIONS ON SHEETS 10 & 1;
<br />STU SKVL BE PEPMTTflED 1 �4- 4-2D WRLVS USED SHALL BE 1 1/2' LONG UNNUM SHOULD STUCCO aMT. � 1.4131 L -D .,;i� � - ___.,� '11W
<br />I i _11. � - _71",_1 540, �70121/2'04,
<br />� -r-- - -_ i � --- ` - z"'.,-�Z1 '''
<br />QCO I , 671 ' I' , ,
<br />40 1� VINIMUM MR WN45 WITH NO STUCCO, AND MAY BE HEADED SCREWS OR AU THREADED SCREWS W/O HGAO. U�U SITE SPECIFIC PROOCTS SHALL BE PREPARED By 4 FLORIDA REGISTERED ENOINOER OR ARCHITCCT WHICH WILL SELCUF THE .1 ---I 4. , 1.07 ! .
<br />BUT WITH WING NOTS � � I J1901 ( I r ,kow 1-5bwl I
<br />ENGINEER OF RECORD (E.O,R) FOR THE PRONICA AND WHO WILL BE RESPONSJELE Fop THE � ; i - 1 -- -, ) ,.a,,- - __ - � 1%. I.In-
<br />i0931
<br />I
<br />. __RJ
<br />PROPER USE OF THE P.EO. ENGINEER OF RECORD, ACMG AS A DELEGATED ENGINEER TO THE I �L-- _�" _j I 7&*
<br />&�) IN CASE TKA'- PRECAST STONE. PREC457 CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND M TRJ P.E.0, ENGINEER. SHALL SUSMJY To THIS tArr � i f �
<br />UCH ER THE SITE SPECIFIC DRAWINGS FOR RWEW � � 4"r=,% : _ � _J \ �,.080' i._,._._,r_l ___.A t -,-- � -..-, , I
<br />EXISTING WALL OR ,LO09. ANCHORS WILL BE LONG ENOUGH To REACH THE 64AJN STRUCTURE BEHIND S EVEW PANEL afi" 7iii�_ 3", � i-E, PANELS 10 & Q, ELEYAIIQN
<br />PANELS ANCHORAGE SHALL BE AS MENYDNED IN A I) AJ4D IN A 2) W THIS P,LD, Sn&I BEAR THE DATE AND ORIGINAL. SEm AND SiCkATuRE OF THE PRoFrSSMKAL r A, AP, .M- k, __.: ) L L_ 2.0wr -.--, .W4- NJIS.
<br />(13) �O 'EXIST) g�_f_0Qi3y&L& ENGINEER O� RECORD THA� PREPARED IT 7T)OD- (�) KEY HQU WASHER ,_ - -1"'
<br />JW__V_g_Q:
<br />IRS AS NANUFACIURED BY I I W BULLOEX, INC, 14 SHUTTER MANUFACTURER'S LABEL SRkU. BE LOCAT�Er, ON A READILY YISHBLE LOCATION AT STORM 1/4* M... GAP
<br />/4' o!�TAJADGft ANCWOW 1 063 , (�) "IF" TRACK AM= (9 3ZA' *E* IR"K (?) FLAI PLAIED 2 67'
<br />/,� 3/4* $000-5-11' ANCHORS, AS DISTROUTt,L1 BY ALL BOLT a SPECALTY CO. PANEL SHVITER IN ACCORDANCE VATH SECTION 1709.9-3 W FIORIGA BUILDING CODE, ONE LAM 0.036. (Lit'.) - . - - .Ow 1��, - -IF
<br />- I v , 7/ar LALK-LN ANCHORS, AS MAM-IrACTURED By DEWAV �NC (MAN, C-1500 p-) SHALL BE PLACED FOR EVERY OPENING. LARFUNG TO COUPLY WIIH SECTION 17QB.9,2 Of 14E i , Wn STUD (NAN. 00FRIAP I 01011 MIXI)
<br />� I., '.� FLORIDA aUTLIGING CODE � GALVANIZED STEM - 0 N", __ ,rl,,,, � _ --
<br />MIN. I -law PS..) � -� "k"",."�,,*�",Tol,,"�,,,,,I ..-A -_ -_ �11 I i
<br />.- I/ PONT SCREW, ,_U4-t _
<br />, �
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<br />- I t40 PANELmATE FEMALE 10 AND PAMMIMATE PLUS ANCHORS. AS MANLIMTOAM BY LLCG CONSTRUCTION 0 r TFIS DRAINING S I A., 15' UDAII I --,---,- 4 r - � . ----- -_ � I - /-\ . = -W -,
<br />�4* 0 CF I'AP-GIPP ANCHM�, AS VIANOFACIURED OY TRU-FA57 CORPORATION "'01A A r.q %, i . 1__/
<br />PRODUCTS (MIN. I't-2071 P,i) I MAIN PERMITS i � ,�� 8.1.-( - - ,ENS,- N ".. clip" _� _11� - ,,�. -�-
<br />4 - ` ,$W�,,o r - -1
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<br />,00� % + % I
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<br />- , �S��B . � ,37 1 Vo 1 'At'30-0.37S-4 __J � . %. Ile �� I ,'I ,
<br />'IBMI11 ,,,, , i - � , .� MAX� GAP
<br />_-
<br />, 1. L__ , --I - - I '
<br />,
<br />.
<br />. ph-, V, �_ BUILDING CODE (High - -- - .
<br />NELMATES AND OF TAP --GRIP ANC - , FLO I IL, )z , g
<br />, -
<br />C-AI . ,.� 375, 1 ,441bi '*f � t /��
<br />BLOCK UNIT ,SHAU BE I 1/4- .1 , ' --. f I I . N FLORIDA BUWNG CODE (High Velocity Hurpicono, Zone)
<br />_4� % - -_ - - �" ��- *C ,,p I - � _ F_,_\_1_=1___1 I *, TIT : .
<br />01) MINIMUM PMUEDMENC CA TAKON ANr _., Z �' � I RJOA Velocity Nu, Go" Z*002 - Banam .1 . fu� _'(11i * ""'
<br />,WRS, ELM PA �HQR INTO IIIV G �� - 20 GAGE GALVANIZED STEEL STORM PANEL ; . S FLORIDA BUILDING CODE (HILh Vs)..! 'y HurrIcone Zone) �.� I
<br />NO 4 167 *. = �_ - 11 ,�P.. STATEOF : ea= Form W_ PP om T%=. INC.
<br />8.2 : I . C M OF PANEL .,O,..
<br />,) CALIK-IN & SOLD -SET ANCHORS SHALL BE EMBEDDED 7/3' INTO ;HE CONCRETE RLOW UNIT NO EMseq" � = I 50' .-ir WING NUT .*,Z_J 20 WE GALVANIZED STEEL $TOM PANEL DRAW io,. . No 44IC677 '. = 20 GAGE GALVANIM SML STORM PANEL DRIAN �.
<br />- - � 10 , . 114"I" , - -
<br />INTO SUMQ�SH,N_J_ BE PERMITTED 1/4' 0-20 SCREWS USED SHALL BE I i/2- LONG MMMU4 SmOUL3 Trucco /�___________\ PI/WN'TV - __ � .L".4 I %7_�: -T.'S - S 0, '. � "LO V, .. lil, _ - - - * = I
<br />EXW. AND 1 M".JM FOR WALLS IMP -I NO STUCCO, <Z�11 �_I�_ \ GLOBAL PROTECTION PRODUCM. LILC. . * KEX HOLE " ,Ff 07' 7,E I .
<br />OF ' � 'T-7-cil , - A � , *�__' - ______ �2, , d,,. A-- *`� *� - — 1 ------- r —_ "AV""
<br />- � - it�� $ '.... /211120"
<br />%_vp". STA OF ;F / ,L E . MAM --2.OW*- -- --,. -e - S
<br />ot, N4 10 GLOBAL PROTECTION PRODUCTS, = oct. - . GLOBAL PROTECTION PRODUCTS. U.C. ,,.m.
<br />..
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<br />ciz-_ - I-- A, 1`N=_V=__r= F�, (91"MO-1,44 F.. OtAra"'.7 "HIIII 'A I Z,i> HIM SIW. 5 STREET ,I 4W !L*. Ill SHUT
<br />20-176 - 1 3�1 11L1EC0.Mc_
<br />.
<br />S_.U%;. .. - -,.-.-- I - I I ��11= I OW _- IMAIRC �� * 2*XZ*Xl /_4" ALTURNATIMY, USE "No NLR W/OVT � 11 , IKUY TaInNo A, F -0001" 90rAl�. sAIm, P_ ]=I. 3-176 , 0". OR , $A&L�� T_ 4, OLAIL n_ X01. 20-176
<br />- Ill __ - ------- % — 51 � f&. I'L -4 AT PANE - rE c —o,.. \ . ECTION
<br />A� 0 0- .2'.1T, - P 4 — I— 1 "floo - / M - N.T5.
<br />;k, ": ___._ " Ho 1--k, ��,, - I - __ -_ .. - =1=CR=ZOn"_Y
<br />A *ALTO A. TWUIT P.. PZ I &LUMINUM ANGLE WONDIMC WASHER W� ADDROW '0"�=11 :P*.,-,., - -LAW.-Me F,A1oIq
<br />_ . � I - I �� I , �._E =.I-- . TLC SDQ/W4nW,�GIYE tA-00WIA _ -.1 -----7-- amp"I" N OGNAIWI/041T - - I - I ..
<br />,,,-,,-"/� N , ,0,6 1R,N`tJP,1oATE PHDIC,- OTTI)WO-7$0, FAX: OLIMI)IRII-TIM PH0,M,- (IH,QIRoFM&. F (Qo4)WM7
<br />. I �� � I �!'O; __ _222611-167 I - J/0F0.3J32* *ASKM (STAINLESS imAiiii, - N, a-OWIi , Wo"', IN
<br />. "
<br />, I STEDL OR NCIEL P�Atoo StoZQr -, ..-- - , - WAITER A. ""' RIM 2 01 24 HN*"A- ____ - - =!_ =6
<br />� I .1. � , . - � M44 1 4-1 E= I
<br />I I I I I I
<br />- - -
<br />--- -_ - , , - _ _ , - - -_ -
<br />INSTALL910H DETAI1.1 FQR F-EgULAR EA ELsa & dh Do QD%M Qa6u EO 1XMUMQN IN PMW Q%XKM
<br />INSIALLATION MAILS FOR REGULAR -PANELS r,tA_�2 Iff-0 EXISTING POP -RED CONCRETE OR reONCREJE RLQCK STRUCTURE:i %B= am QR wow INMLLAIIQN DETAM FQR REOULAS FANEL5a & dA
<br />`H" OR PAMELAM `IALLE ID. �,,,, 11A� - ITS- VAUD FOR ff=& Uff SM " U- H49 9M PM.TM INTO EXISTING POURED QONCRETE OR CONCRETE BLOCK 5TRUCTURES
<br />INIQ EX19-ING POURED CONCRETE OR CONCRETE BL00 STRUCTURES CONDIM ANcHonts PLUS OR a W-GRO, CONMETE ANCHORS � -1.1
<br />LE 00 � 3EE 504EMAE ON SHEET 0 & 2) . I ANINORS�
<br />(SEE SCHEVIALE ON . I% CONCRETE SEE SCHEDULE ON SHEET 9
<br />I
<br />CONCRETE AKHORS THRMCH To i `.� *am . TN. �,� -,,�,,� W * I/P - 1. 7AII.. - - -MURED CONCRETE MORED CONCRETE �,_ 10" EJLOCI� ____ rM WOOD SEE SECTIONS ON SHEFT 12 .1 . -_ - I
<br />-, 1-14k A � OR CONCRETE SUOCK r- OR coUvE aL,,N 0 . . 3" M-1
<br />',, ", I_ "1--i - oo� I Cn _11I
<br />=I-=.- ;\-. � __ - "o- - .01IMIFTE AAKHORS , I �,�,' i ,>� I - 11 - - 11 l � 1/2* 1 � \ � REQUIRED a W.. 2.61" W I' wit.
<br />(1.D111=-==____1 1 , 11 * * _11P I REQUIRED DoNGREYE ANOMBS i RIDURM �I* W. --be " (D
<br />ill EXISTING I i � I- � � CONGINDE ANCHORS I IMN. OJERLAP -1 VALIZI)
<br />sHOLTs a T, , �� I (SEE UE CONCRE3 i I - � (4-) .1 ��'. I "I � i A. =97v�. I i � , _ ,.0 ON 1rESE F� 0, - r - - sIONORM ARU"Oft - - 11 � I
<br />_"11 , I i - `_ __1 I I � r'SEE somma all ; , r1_ .T. � I
<br />e_- � � I i � � :
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<br />, _�I � V . ,;-Sum, 1 7 � 0 G,eT� � SHEET .1 - OA I
<br />"'Q� wlftpm� REGLARM, I'll' --, 1, To- I .,,,,�_ --c"M � I'll � I I i ----I --- I
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