|
-
<br />:-�
<br />ZI ILI EC:0 fiNc- ,
<br />TILLIT TESTING S ENGINEFAING COMPANY
<br />---- - - --- -
<br />WAT fW-A TTL-LrT,M, F.h tilticco4wil.com
<br />" PH.L�N.�1'r
<br />PLC A. L;M, (XV1.711
<br />PRODUCT EVALUATQXR9PQ-RT
<br />REPORT NO.; 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global ProtectiQn-P-mCluctesA.I..C.
<br />4800 S.W. 51 Street
<br />Davie, Flarida33314
<br />t-PURPOSE-0117 EVALUATION:
<br />This is a Product Evaluation Report ISSUod by Walter A. Tillit, Jr., P.E. (SYStern
<br />ID # 1190(3) to the Global Protection Products, Li Rule Chapter No.
<br />61 G20-3, Method I D of the Florida Departmont of Bust rediess arid
<br />Professional Regulation.
<br />This product IS being Issued an Evaluation Report as described heroin, 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 Codo.
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE-WBAITTO;
<br />?-tYRQQACTJNAWATIC1N DOCUMENT (P.E.W;
<br />Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL",
<br />,Sheets I thru 26 of 26 prepared by Tilteco, Inc,: signed and scaled by Walter A.
<br />Tillit, Jr-, P.E.; dated 07/28/2020. This drawing is an integral part o 'Up'lls
<br />Evaluation Report, \I ... Ili A I""Of.
<br />,"", -\ rc?, - r/4 4 ,,,,,
<br />,� , ....... J , 'd,.
<br />I \ �. " . 1. 1 ��
<br /><� - pF' ..* \,l,CENS, '
<br />�4 -." el *�.��
<br />--7--- . -, .
<br />-- , T NO. 44167 -.
<br />*: -* .
<br />I .: III,
<br />-f?eO4 --'. I,—- - .
<br />I -�--S-P-'---c--r-JF "
<br />, 0. * A N .-4�,�
<br />�15�-,. zopin -.4, -
<br />. . , ,
<br />.. -,$ is
<br />"" SS �. ... - - "
<br />6355 NX 36th Stritoll Suite 305, Miamil Florida 33166 - Phone: (305) 871-1530 llk�&4.06W]
<br />IPRODUC"WAILUALkON MPDXXJ�[�4aj= 2
<br />2.2, TEST ftEPORTS:
<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 DB/09/1996, #96-570 dated 0908/1996,
<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 /># 2126 dated 10105/1 998 witnessed by Gilbert Diamond, P.E. and Report No
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo 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 />2.3. STRUCTURAL ENGINEhRING AL.CULATIll
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load. as weli as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, ancl in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11103108 and 031'2115, signed and scaled by Walter A. Tillit, Jr., P.E,
<br />3., MISSIL SIST CE.
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WIND LOADS RE$I$TANiCF-
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15,
<br />16, % 25 and 26 of 26 of Product Evaluation Document (P F.D.). drawing No.
<br />20-176. Maximum Anchor Spacing shall be as Indicated on 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. 20-176.
<br />5. INSIALL-ATIOW
<br />Irstallation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />"41"tilk, It, 41111"'y
<br />,V� P, T'44o.%,
<br />p",'�� ........ "I
<br />A` X; - I .11,
<br />(-- N Ile . . -- is,
<br />�
<br />- ** -,'\,\�,ENSe -.�?
<br />___ .C�-44167 ` 19�
<br />Y � - -:�:��-I---� '.. -
<br />/��
<br />/+ � i
<br />..**
<br />, '. I * : E
<br />?411-
<br />.,t
<br />/ / -- STATE OF , 'tl;
<br />- / 10 *. : QZ -,
<br />, -,,, - R, . ,
<br />-,V�,. itoRlibill"."id"
<br />" e, .- ..
<br />-
<br />1, ,� ........
<br />,,,,, S10,
<br />f,,,rJJJ1N1A1I�Jjii%w%l`.l11
<br />11111411,0%,
<br />-
<br />GENERAL N :
<br />- -- - - - - -.----
<br />IIJ) IN L.K,( I- i`RE�,T �MNE. GR rRECAST CDNCRoE PANIF.I.S. STUCCO OR WOOD BOARDS BE FOUND ON fiiL
<br />W1,1111 AM 2VM JMM-AMNLOA"
<br />EXTS-EVIC WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTIURE BENNO SUCH PANELS
<br />1 S7DALI PANEL SHOWN ON THIS PRODUCT UVALUATCN DOCUMENT IF ED) HAS BEEN VERIFIED FOR COMPLIANCE IN
<br />ANCHORAGE SHAi L BE AS AWNTIONED N 8 1) AND IN 8 2)
<br />,-CORDANCE WITHI THE 2020 (YET EDITION) OF THE FLORIDA BUILDING. CODE
<br />(C) 19. EXISTING.WDOD LNIFd5PLQ1r WM.Y- C, - 2.%-MeQ:
<br />DESI N WIND LOADS SHALL IME DETERMINED AS PER SECTION I 620 OF THE ABOVE MENTIONED COM.
<br />- 1/4-0 TAKON ANCHORS. AS MANUFACTURED BE I.T,W BUILDCI iK
<br />FOR A WIND SPIED AS REOUNTED By THE JURISDICTION WHIRE 1HFSC S�Vrltft% WkI BE INSTALLED AND
<br />- J14-10 PA4LUAA,TL FEMALE ID AND PANIUAAAIT PLUS ANCHORS. AS 1ANFILIFACTURED BY EICO COH,�RUCTION PRODUCT,
<br />FOR A DIRECTIONANITY FACTOR KII-0.115 USING AWE 7-16 MD rJAMI NOT EXCEED IFIF MAXIMUM (&SD�)
<br />- 1/4-00 LIZ SCREIWS PER N D�5.
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16. 19 * 70
<br />- 7/16'f It II/8' WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCRfW. ME & SPECIi CO
<br />IN OMER TO VERIFY THE ABOVE CONDITION, ULTIMATE DE53ON WINO LOADS DIFITINAFINED PER ASCE 7-16
<br />C Q MUNIVALIM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SFUILI� HE 1 1/2- diAO 7' FOR ELCO PANoJdATE PLUS
<br />SHALL BE FIRST REDUCIED TO &S D DESIGN MIND LOADS By MUALTIPLYHFK� 9" By 0 6 IN ORDER TO
<br />COMPARE THESE IA/ 10A)t (ASCII DESIGN PRfSSURIE RATINGS INDICATED ON SHEETS 7 THIRU 12, 14, 15. 16, IV A 20
<br />AND PANIUAANLE FIE"IF TO
<br />C.2) kWMAUM THREADED PENETRATION OF LAC SCREW, IWO THE INCOD VMMr UNIT SHALL BE 1 112- NO IHIREADED
<br />IN ORDER TO VERIFY THAT ANCIFiORS ON THIS P E P AS TESTED WERE HOT OVER STRESSED. A 33X INCREASE IN ALLOWABLE
<br />STRESS FOR WING LOADS WAS odQL USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DEFERMAN[D IN
<br />PIDNETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED YNINFAIDED PENEiRtnoN
<br />ACCORDANCE WITH NDS 2018
<br />C.3) MINIMUM EDGE DISTANCE OF LA13 SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />STORM PANCL*S ADEOUACY FOR IMPACT AND MIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SM)DIN 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TC53M INC REPORTS 96 569, 96-57D a 96-730 AND
<br />CA) M*4" PENETRATION OF WOOD BUSHING SHALL K 5/6' 1/4- 0-20 SCREWS USED SNA� BE 1 112- LONG MANIWUW
<br />FENESTRATION TESTING LAB INC., REPORTS JF203a & #21211 . AS PRwOCO1$ TAS 201, TAS-202 AND TAS-"3
<br />SHOULD STUCCO EXIST. AND I' MINIMUM FOR WALLS WITH NO STUCCO
<br />AS WELL AS AMERICAN I"'T Use) OF SOUTH FLORIDA REPORI 00219,01-09. AS PER rASL 201, TAS 202 AND
<br />IIAS 2433 STANDARDS
<br />C.5) IN CASE THAT PRECAST STONE. OFF PRECAST CONCRIETTE PAKLS. STUCCO OR WOW SIC!ARDS BE FOUND ON THIL EXISTING
<br />2. ALL ALUMINUM "TRUSIONS TO BE W63-TG ALLOY AND TEMPER (UNLESS OTHERWISE NOTED), SEE SHEET 2
<br />WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN C I). C 2) 4, C 4)
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-14 ALLOY
<br />(0) ANCHORS SHALL BE INSTAiLLED FOLLOWNAG ALL Of TK RECOMMENDATIONS AND SPECIFICATIONS OF EFFE ANCHOR'S MANUFAGWR
<br />4 ALL STM SHEET METAL PANELS 51KAL, HAVE STRUCTURAL OUALITY SrCEd ASTIM A-653 GRADE 50 MINIMUM. G-60
<br />GALVANDED STEEL DIESIGNAl" W/rV- 58 5 AN, (AFTER ROLLED).
<br />8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATI00Y DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHErTS 4
<br />THROUGH 4) EXCEPT THAT HEADERS 0 a Q SHALL MM BE USED
<br />5. ALL SCREWS TO BE 57 NLESS STEEL 304 OR 310 AISI SERIES OR CORROSION ALSISTAW COATED CARBON STEE� AS PER
<br />AIZLD STRENGTH AND 90 kv, TENSILE S K At S COMPLY ill/ FLORIDA ILDING CODE
<br />DIN 50013 Add Y IRE TH KILL BU
<br />9 17 SIVILL BE THE RESPOK&OUTE OF THE CONTRWEOR TO VERIFY THIE SOUNDNESS OF THE srRUCTUW Wd*IRE H ER BE
<br />� S LIFE 15 To
<br />Wliti5l)
<br />SECTold 241 .34
<br />ATTACHED TO NSURE PROPER "Cd�Cstdi THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />11MILD'I
<br />IL 9XIN TO BE ASTMI A-307 GALVANIZED STEEL. OR NSt 304 SERi 51�tSS STEEL, WITH 36 ILN MINIMUM IIELD
<br />SIRE.Wk
<br />10 EACH REGULAR STORM PANEL VATIL LENGTHS OVER &'-a EtiRouc" 12'-4*. AS PER %CTIONS 6. 6, 9 & 10 AMD ALTERNATIVES &W.
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS
<br />9W AT IOW ON WEIS 5. 6 III 12 RESPECTIVELY; SHALL HAVE A LEGIBLE NO READILY VISSU MARKING NNSTRUCTING OWNER OR
<br />TEMNINT TO SECURE PANELS WITH APILDCABLE REINEORCENIE?V DURING PEIRIENTS OF HURRACAFIF WAAFANG
<br />(A) TQ.LX&TM-FQVf=&Qh0M
<br />It THE INSTALLADoN CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHPCH FICAANt4 IN CONTINUOUS CONTACT "7H
<br />I/ -0 TAPCON ANCHORS AS QLANUIACTURED 01 1.1,W BUILDEX, INC (M,i, fc-3192 Ft..)
<br />!
<br />THE RUNUCKING TO PREVENT V*ND/PAN INTRUSION
<br />- 1 /4 * . 7/8 CAUi-IN ANCHORS, AS MANAAACTUREED By OCWALT INC (VON I'C-3000 P...)
<br />- I /.,. 1 3/4' SOLID -SET ANCHORS. AS DESTRIOVIED BY ALL PORT SCREW. BOLT A SPECIALTY CO
<br />12 STOFNM PANE INSTALLATION SHALL COMPLY WITH SPECS INDICAIED did THIS DRAWING PLUS ANY BUILDING AND 20HITIG RECULAPONS
<br />(IAH F, .3000 P.)
<br />PROVIDED By THE JURrSDCrON WHERE PERMIT IS APPLIED TO
<br />- #14- , o PANELALAIT FEMALE ID AT PANELMATI! PLUS ANCHORS. AS MIANUFACTURED W ELCO CONSTRUCTION PRODUCTS
<br />13 (a) IHIS PRODUCT EVOILLATION DOCUMENT (PEO) PREPARED By THIS ENGINEER IS 611DIERIC AND DOES NOT PROADE INFORA"I"
<br />(WIN I. 33150 PAO
<br />- f/4-0 OF TAP-CRIP ANKITIORS, AS MANUFACIURED Ery TRU-TAST CORPORATION (CC -MOO P.$, )
<br />FOR A SITE lid'ECtIFIC. PROJECT. ,P WHERE ITIHE SITE CONDrT*Ns DEVIATE FRow TK P.E.D
<br />(b) CONFIdIACTOR TO EIL RESPONSIBLE FOR THE SELECTION. PUKKA -SE AND INSTALLATION INCLUDING LIFE SAFETY Of THIS PRODUCT
<br />A 1) �IWM EMBEDMENT OF TAPCONI ANCHORS IWO POURED CONCRETE SHALL BE 1 3/4-, 2- FOR PAIAKLWIT FIFIALNE
<br />BASED ON THIS PED PROVIDED KE/SHIE DOES HOT DEVIATE FROM THE CONDNITIO," OVALED ON THIS DOCUMENT.
<br />Q AND PANEMALTE PLUS AND 1 1/4- FOR CIF TAP-Ci ANCHORS
<br />CONSTRUCTION SAFETY AT SITE IS TK CONTRACTOR'S RESPONSIBILITY
<br />A. 2) CALK-N & SOUD-SE'T ANCHORS SHIN-L BE EMBEDDED 7/3- HID THE POURED CONCRETE NO EMBEDMENI INTO
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF AduoInED
<br />STUCCO SHALL BE PERMITTED 1/4' 4-20 SCREWS USED SHALL BE 1 1/2- LONG WINIMUM SHOULD STUCCO EXIST.
<br />NO I* MINIMUM FOR WALLS WfTH NO MCCO. ANU WIT BE HEQID SCREWS OR ALL THREADED SCREWS W/O HEAD,
<br />(d) SITE SFECIFIC PROJECTS SHALL BE PREPARED 10 A FLORIDA REGISTERED I'NoWER OR ARCHITECT WHICH WILL BECOME THE
<br />BAIT WITH WIFIC NUTS
<br />EFFIGINCEN OF RECORD (E OR ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF INIF P ED ENGWNCER OF RECORD, ACIM AS A DELEGATED ENGINEER TO THE
<br />A 3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAYERS. STUCCO OR WDOO BOARDS BE FOUND ON tdF
<br />P ED ENGINEER. SHIALL S~ TO THIS LAnFR THE SIT SPECIFIC DRAWING$ FOR "W
<br />EXISTING WALL OR FLOCK ANCHORS SHALL BE LONG ENOUGH TO REXCH THE MAIN STRUCTURE BEHIAD SUCH
<br />PANELS ANCHORAGE SIWL BE AS MENnDNFD IN A, 1) AND AN A 2)
<br />(*) THIS P.LD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE of rHE PRMSslokAL
<br />ENGINEER OF RMORD THAT PREPARCD It
<br />(") IDILXIT%�J K WALL AM-G-11)
<br />/V A� AS 160VIUFACIURED BY I T. W BUILD". INC
<br />14 SHIM" MAAdUFAC7URE1rS LABEL SHALL HE LOCATED ON A READILY MISSILE LOCATION AT STORM
<br />- 1/4' 0 � 7/8' CAi ANCIFICIRS, AS MANUFACTURED BY DEWALT INC (WON f*i500 p.s., I
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1702.9 3 OF FLORIDA MADING CODE. ONE LABEL
<br />SHALL K PLACED FOR EVERY oKWING LABELING TO COMPLY WITH SECTION 1709 2 7 OF THE
<br />- I /4 IF X 3/4- SOUD-So ANCHORS, AS DISTRIBUTED By ALL POINT SCREW, OCILT & .SPECIALTY CO�
<br />I LORIOA BUILDIK COOF
<br />(MIN . E-14100 pdd�i.)
<br />SrT:eIiYA181'
<br />. olts, o E Uc OFF; RUC "
<br />.CFEMi 0 AND PARELMAIT PLUS ANCHORS. AS MANUFACTURED BY F 0 C T I,
<br />1 ;TS
<br />11114-ti"'Add, -3 ��Wll�. I
<br />,.M%G,
<br />P:�gCPANELMM
<br />IS (lifiddil f .20 I psi) .....
<br />1/4* IF TAR-CRIP ANCHORS. AS MANUFACTURED By IRU-FASI CORPORATION ,,,,
<br />A. I
<br />- IF
<br />. ..... .. . 41
<br />'�6 ,
<br />al) MINIMUM EMKMENT I. TAINCON ANCHORS. UCO PANEL"TES AND CF ITAP-GRIP AWNCIR, INTO THE C . . . . . . . . . . .
<br />.
<br />.
<br />. . . .
<br />..
<br />I'll FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />�
<br />'f -'""`�--
<br />.
<br />.
<br />BLOCK UNIT SHALL BE I 1/*", $! .. .
<br />'
<br />. '.
<br />. * - - M`Vok - 20 GAGE GALVANIZED STEEL STORM PANEL -
<br />' * NO 4 '. 0ANsN .
<br />9.2) CALX-IN ds SOUD-SL7 ANCHEOWS SHALL BE EMKDDED 7/de- INTO THE CONCRETE BLOCK UNIT NO Edde
<br />'Lo, **
<br />INTO STUCCO.SHALL BE PERIJITTID 1/4' 0-20 SCRM USED SHALL BE 1 1/2' LONG MINIMUN ��Utf - vc�o
<br />EAST, AND I 11114ATLAI FOR WALLS WITH 40 STUCCO, S " " STAT
<br />- 167 ---.------ ___
<br />. I I /"/I..
<br />. dl�
<br />r :� GLOBAL PROTECTION PRODUCM, I.W. , UNIT
<br />- -
<br />OF _ 11LIECO est. \
<br />101.
<br />IL 0, .. "I
<br />, NKX Ft Tnedn'
<br />, Ema, rum"* rsd;:gr= Y
<br />Oor". - R "111I.R.-
<br />--.,-�-e,�i- ..
<br />0 R DI" ** `* . - ,
<br />....- I ITANII-Adds -11--I ,Now (.*�*, I. 20-176
<br />I PAPANNI, .
<br />-"`id,,-,,0,�0NA1
<br />GA-01KNITI. ff=VZJ7-" I
<br />`E
<br />n,.'eu-/`PoNA`V`l(/EAft .,L'" A. M A.. p r I As 't- 1. -m(q
<br />., - . r . � I a .
<br />V
<br />11
<br />.
<br />"'S'
<br />srolt
<br />I ; ,
<br />,�.
<br />I
<br />EXISTING 'CURED � - -,
<br />CONCRETE CIA 4 i
<br />CONCRETE BLOCK
<br />IWWRIED i f,
<br />INSTALLATION DETAILS FOR REGULAR PANELS(I & U
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCIVIRES wic.11,11, ARD'an
<br />an weepm Fee
<br />CENCWETE ANDIDEs 5)
<br />(ME sclamu o.
<br />s-rm a "muo. III I .01 OWICPkM #AVMM Exww mu
<br />ma so"= a rC4
<br />It"31i"K. �� ". I � o� O F@ CONCRETE xrm., ANN
<br />I/ I 2- - I J I/,- COAACFIETIL -Emwal ,,� 1/2 . , - 9-; .. ,:eFT, .
<br />1,,�*\ ,fts. --
<br />I - FAIL. i ; ,". f IT
<br />- weless I -- - ---I
<br />I I i
<br />1 q) i
<br />a I
<br />: �- � 1
<br />: I m�
<br />. : . (�) A � - -.. -&
<br />! --"-- i I
<br />I I �i�
<br />� � :
<br />I 9
<br />� T � :
<br />!
<br />I I :
<br />; CI :
<br />; � 1 4-
<br />� a.."'n, I i .
<br />; ne," 'i"'A' .
<br />I I 12 1/11.1 ;1 ;
<br />)a : I
<br />I \\\\\\;\=1\11
<br />I 4
<br />�� meauklm
<br />CONEPETEANC .. ..
<br />V.. W/ !%---i z-4 . 4-� . Q)oPA
<br />(sa Sc COULE ON
<br />S.Cm a ,tesiNsIddi, 9)
<br />AISIA11011011 ING CEILING AND FLOO ! MOUNTING
<br />SCAU 3/8-1- SCALE 3/8-,-
<br />� - --V . -,-- - 11 - .-
<br />; Ml= I --(!) I
<br />-�---- I
<br />� I I I
<br />i ld=.
<br />;rmir,uo. I
<br />11 , , CIE -
<br />0
<br />EX*lIdIG
<br />CONOW
<br />P(Di-liPt
<br />i 3 1 gxmmn POLMM
<br />11 mcnieret wondefti.1
<br />I a
<br />I
<br />; I
<br />I J -.7
<br />'r
<br />I I f- .g.r.
<br />t
<br />; I I Mi
<br />I e-- --l
<br />i - T-
<br />4
<br />:
<br />W 1
<br />I
<br />71
<br />I
<br />'ed
<br />..1
<br />I
<br />"'
<br />;,
<br />EXISTING POURED
<br />- 1
<br />mq4 ;`DC.,
<br />"
<br />'w� I
<br />.
<br />I--,
<br />�
<br />,
<br />-
<br />. .
<br />(SEE: scermu ON
<br />S." 0 THROUGH yJ
<br />; CA's, S5 . L X T 1,
<br />I" ww'. R I .
<br />' " 'Ir .c 9
<br />I """No" I
<br />I Its
<br />----,q. IF
<br />! .",w-
<br />I (i) I I V 4111.41911,
<br />! - F =8" -- , -401, - .... . -
<br />I— ---
<br />! � I
<br />I I
<br />I i I
<br />I -, I=% I
<br />IF INEW, VIVO . I
<br />i.1 'Ir .t :- I i a - I -
<br />E IsTING PC`UwD U .
<br />11 ,
<br />I - ----.I CONCRETE OR I
<br />coNcRuL 15kLOCK � k-
<br />REQUIRED :
<br />7 1 , / I- Lq. I
<br />--- I
<br />i
<br />gd.-� a
<br />= aw 0
<br />is 'Ir "
<br />-G) I
<br />8
<br />�
<br />ii
<br />!J
<br />i
<br />", "W'.. 1
<br />,2 'Ir .. ;-,
<br />i
<br />I=%P=
<br />rAft'L I- -, AN,- �T, @, be .
<br />l:1111,$W-Iliwr,�T�91!1IR'i([ZM
<br />���
<br />.... 01111.111"',
<br />I 9 Ael"i, , ok A r1Z "",
<br />00 .. ..... : .... el"",
<br />: td.� /, , "* .. ',-
<br />I 'IL 11 . ,-
<br />I � '�� N\N�l " ',� I I . II -WENS, ` ,r
<br />I I .- .. I ..� I
<br />I -
<br />4 ..� - .,
<br />I
<br />G, . - ,*:
<br />AkVNM
<br />iommm ON
<br />W�Motvm ISO) 1--3
<br />de "W"I" I
<br />-UILIN AND FLOOR MOUNTIN
<br />�
<br />(sILL �' I. I I'd dd-rot
<br />SHIFTS a THIPY,- 1)
<br />ALTERNATE fflyiff hiOUNTIM2
<br />ScALE 3/5-
<br />E D. - ECIGE DISTANCE
<br />(SEE SCHE DuLl ON
<br />SHIEETS 8 At 9)
<br />RI21IT-MA-DWAMMLON Of- 5-112KM5
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMB-NED 1N ANY WAY TO S'JiT ANY
<br />INS7ALLATION
<br />- FICIRIDA Rillt!)Nr ronr tlilli,h V.1A. Iii 7ii�
<br />..
<br />'.
<br />- --
<br />..
<br />: �
<br />. * I
<br />.
<br />TA -
<br />ORI �>
<br />-
<br />AIAL 2e"4"I
<br />01"Ti imdALA,,PAnVAdA.,E
<br />cam nvw� .K.
<br />.
<br />/ 11LIECO.... \
<br />&!1sTEVPH;-* ��� cowiWi,
<br />7
<br />--(Po.a -�0=101"
<br />,
<br />,;A-0667'.
<br />se," � - .I, P,
<br />-
<br />20 WE GALVANIZED STEEL STORM PANEL
<br />-
<br />I'd,
<br />ORNANS"
<br />- --
<br />GLOBAL PROTECTION PRODUCTS. U.C.
<br />AVG S. 1. ITAEV
<br />A , " ""'.
<br />-s"de (�)M-,Sw,.� (..) ......
<br />0""/'-
<br />�`[
<br />2O-s76
<br />--; ,,, -- .
<br />
<br />"Ft I . 11
<br />-zw -1
<br />- pan - I �� Ass
<br />5m .
<br />91 - L
<br />PRODU ILVALILLAILONJR�E14 2U-972LU -1
<br />0, MATERIAL CHARACTERMSTICS AND SPECIOCADONS;
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 � 2 and 22 of 26, of Produc' Evaluation Document (P E D.), drawing
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26. of Product Evaluation Document (P.E.D.). drawing No. 20-176.
<br />7. -MTATKINS-ANII). CONDITIONS OF V
<br />- , - -SE-
<br />7 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thou 4 and 1 1 thru 16, indicated
<br />an sheet 21 of 26 of Product Evaluation Document (P E.l drawing No. 20-176
<br />prepared by T'lltaco, Inc. and signed and sealed by Walter A Title[, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on secCon 1620.2 of the Florida Buildirg Code.
<br />7.3. Product shall only be installed into poured concrete. concrete block, and
<br />wood frame structums.
<br />Product Evaluation Report prepared by Walter A Tiflit, Jr.. RE, (Florida License
<br />No 44167). Presiden I of Tilleco, Inc. (Florida CA-0006719).
<br />"01111tilito ....
<br />,"'I"W,,, N T]4i 1�,,,
<br />"......... /'i ,!%�,i
<br />�; . ,
<br />0 ,oi-, ,/5 ,
<br />$I� ..", .. ,�
<br />. �\CENSe` ... Is
<br />Z .. ' ,
<br />(- -�� 3 ,i %o 44167 ` ==
<br />,- "e--_----J=--�-' -- � '. *
<br />- i*!-- ,* : E
<br />.
<br />. -
<br />�,-;�;T�-*,S�-. STATE OF .:Iz S
<br />--- * W Z-
<br />-s-o'... "10R101 .---t I
<br />/ / I
<br />ak X" , - ... - ,�. , ,-
<br />'. r� . ........ I 0 ,,"
<br />",,"NNAC� ,,,"'
<br />"IN1111,11todION
<br />WATILL
<br />D.� TILTECOADMON RECORDS kP. E. REPORT. 20 IG LOB AL PROTECTION PRODUCTS, LLC %20 GAGE
<br />GAL VANIZEQ STEEL STORM PANELkDRwG#M1 IS lRE PORT #204728.01
<br />/--r----,
<br />/ 11L1EC0iNC\
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />%V\i-11IT N FlCdZii.P.E. - - --- ------ - --- tfItWO@&dd1.COIn
<br />PR-0DUil LIUATIO REPORT d`l,?.r1A-N.HLId7
<br />iL.A. L � �~Ji?
<br />REPORT NO.:
<br />2G-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME�
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />il PrQ1ecWn-ProduGt*J.LC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1, ?ktRP0SE--0E-LVAL-UATJQ-R,,
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID 1 1906) to the Global Protection Products, LLC. Rule Chapter No.
<br />61 G20-3, Method 1 D of the Florida Department of B List 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 verify that Lhe 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 arid revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMtTTED6
<br />Z.J-.-FRC)13UC-T-EVALUATM,.DOCUMEWAP,F-.K).):
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by 1-illeco, Inc. ' signed and sealed by Walter A.
<br />Tillit. Jr., P.E.: dated 0712712020. This drawing is an inteRWri""T""i
<br />r
<br />.
<br />Evaluation Report. ", ,-,I, . 4 I/ ,,,,
<br />',:-' \; ....... 1. ", 1,
<br />��-. - - - � ,,,
<br />- -,-*� -, \�ENS, ", '�5 "
<br />I I? , -11-V iC� *... S
<br />_-It;-_ 1, *. �
<br />- .1
<br />--:-- . Z
<br />: =
<br />*�) * .*=
<br />- S .. CIE
<br />� STATE OF I : Q� S
<br />� ... At - - ,-
<br />S. tot., .--,(�� �F
<br />�,-, I . .. . 1��
<br />, "
<br />"
<br />"
<br />"
<br />. ......
<br />.
<br />.
<br />- 11, I \ 1
<br />6355 N.W.16th Street, Suite 305, Miami, Florida 33166 - Pbone: (305) 871 1 ,old#, ... I'll'" 1 -1531
<br />COMPONENTS FOR REGULAR & LIF SAFETY STORM PANELS
<br />(SCALE 1/2-I-)
<br />- � -I&IW MIAL WM).-- - - - - ------------ 7 - - -taLlw (MAL 1111711114i - --�
<br />I I � -12AW (IDEFECTIVE WWN)- -1 - I .
<br />--� I - - 411.2150" -- - -- - - ---- -],
<br />. 6 I/4*----, �
<br />I 1. -7 " "' I . r- I -Ifw . I 7--- � '
<br />; ", -1 350" 0.0311' � I -1.
<br />11
<br />` '* ' "- "�' D�: ' -d� ""A IT
<br />r- - - ' ': -- * \ \ I
<br />,
<br />, -- 1� I 2 , \ (MILVANCED STEEL I
<br />I I , - ANN .`ix I /1� * E'187. ABITEM A -flu
<br />I �� T'P "
<br />0.0m .� I \ [OMF 50
<br />- - \\ [- .- -I'. - �J "
<br />1 D IIL-E: "W , .1 60 GALY. /
<br />I i* E'�
<br />I . "I I "L�ID I'LL, \\17 2. 1 1 * 9=
<br />.1 -0 :-:-- " �._
<br />,
<br />2.000 - 5" . -�� . - I
<br />.4 T". / ' I '
<br />_ _A
<br />-117 or OCTAIL AL-T - ID1A.L
<br />AM AJ
<br />I '!-b10AK= a- di'to GAL "'A I EDGE I
<br />.. ONLY - ' I
<br />A �Jal A 4"
<br />ll- 7 -J]iVA.L A ..
<br />I
<br />iredddo� 1 4$Z
<br />I I I
<br />A�I�ldlIdI�iidd
<br />........ _ _ - __ . _ _
<br />--- � - - - - - - - - �- -1 - - - - - - - - - - - - - - - - I . . - - - � - - - - - - - - - -
<br />_,
<br />L-id Ts6 `11 "7. � ----I
<br />L-It 7
<br />- '3 1
<br />If.
<br />_
<br />----.-... 41.250,
<br />0 END STORM PANEL
<br />- - 2,57, -
<br />IA � I .1 � - 1
<br />� - 2.111117r- - -
<br />. .LW
<br />PAWL'S 040 LIP -L I *#- ,/4-0-20. -
<br />,� i I LI - A " , .125' .,. *-v 6% . . .125
<br />I
<br />W/ Magri-6w, 1 - .100* a a - ,�. Few NKM S.3 STUD W47P - "KI, -
<br />.M.
<br />- - -P Z7 I- I -.I I
<br />1 I -- .M. . I I � 10 ANDU 0 to 0 �
<br />1 250' , W 2" - ' I r, I ---I.
<br />1
<br />*O.or . -IM9 - .003' - I , 01"t Idle Cie. it 7D.C. . F-- ,
<br />4
<br />>
<br />I 3.3 75
<br />11 003* 093' � 500-
<br />I I .
<br />- Z � ad . 2.000- I.W I
<br />� �5 SEE *30
<br />I
<br />7i;
<br />: .
<br />I . 2,is- -Olt - %gi,-- 3. " I - �0011- I " I.V,-� i 1 1254 1 , ,
<br />- , I I . '
<br />WWDMMM-1�
<br />1
<br />- t 1. I
<br />- .i's . L
<br />. - - - i T
<br />L �
<br />� - ------d- M.- -1
<br />, I 4.5m. J
<br />IL 141 ) ��It I311"C'
<br />SOMETRIC VIEW DETAIL A /I I 2
<br />2000' so � 2,0010i - --
<br />NOL900 CONNO 0 ENDS OF PANECS nra
<br />00 LIP 101 HEMMED EDGE
<br />(�) PIT- HEADE @ "ViAL111111M (�) ANGLIE 4�) ANGLE wiTH STUD (�76) ANGLE wiTH
<br />(N.T S)
<br />REYERSE STU
<br />I , ----i VINAIIIIII
<br />in W.
<br />i - = -rl 1/14 A 1/11 0 . 374' 37.- ,.7w -
<br />i . -Med. TOP widat .096' . --
<br />,
<br />I ! U- � 3 ! OF PAND. .1887 � 1 -.L-- I '88 . 125 . I 4. 111- 30* �
<br />� I I ..
<br />- - I �= , :`- vs Noll. We
<br />ME4 I -
<br />� 1, QW. 625" .37r . --. I . .GbG- f 1 mu 40 12 i'Ir a
<br />I I I r- -- - I IF -- - I
<br />;I. �_&----T -
<br />n
<br />771.
<br />I L
<br />W. I I , 671'
<br />11TOar
<br />I. M. I 1 34Y 1 *,-
<br />I
<br />1 . M,. HOLIF 10. , I I . Fi .1
<br />- -
<br />t
<br />im
<br />LOCATION AT � I L--l- - .owl I .---.j
<br />fVE04Y INIFIEL OVERLAP A57d; . S6� "
<br />I - Aft ,M* - 0114
<br />:- - 2,000' - - - i ryp )
<br />7000' (�) KEY HOLE WASHER .625*6
<br />'F'
<br />-- 0113 (�) TRA & AKLE ,'!�� 3/8" Air' TRACK (?) FLAT PLATED
<br />4A=STL IT- am : 4�,Hdiif "101.111"Ad", WITH STUD
<br />- - . I 0�` k Tldt� ""
<br />MY, 15' LONG ,,, �� " .: ..... 0. ""'
<br />_ .I. ,��v ,-
<br />!-- I .1 I -�
<br />\cEldl I-S
<br />)i- *0 1 3�
<br />i .,..
<br />375"Id - 38'. 87S,*
<br />I - . � � - * . . ' -
<br />o.44167 -. 1
<br />1 *�
<br />� : ,37V .. -
<br />L * !*I
<br />I I S : = FLORIDA BUILDING CODE (High V.)OGIty Nu, Icons Zone)l
<br />� ` OF
<br />NICKEL -&- VITZ"
<br />- STATE .-'kQ7 - ITEM - I.,
<br />063% - JLA;%)
<br />I . A.- 125- - lli75- TE WING NUT , I,, 20 GAGE GALVANIZED STEEL STORM PANEL Oftes", 9,
<br />I @ icEY Hall S t5?i.-YtoRI0`e.,-11�k I - -- - - ----- -,
<br />-- - -
<br />""'.
<br />- 2.DOO' - ",&.;
<br />, ,,, .�� ,
<br />�Is ,,*i6 .., "' I ::� - 9
<br />89#k� AT PANE -%,,; 1AVC �. '" - 1GLOBAL PROTECTION PRODUCTS, U.C. " -0.�
<br />/ - '- - 4_ �TME E �0,mi. on
<br />im.
<br />��_
<br />(J) 2"X7*XI/4' pith-O."s ,- Set 51 STROO
<br />ALMNAMUY, USE Wkw Adin A/0Ur �� TRUST TES"'.. . -WE... CANAL, I .11. X, " 20-176
<br />MONOLITHIC WASHER Is/ ADDITIONAL. -
<br />ALUMINUM ANGLE . 7/3-..3/32- WASHER (STAIIIIISS I - *1 1�:) dr�%:: it-1;71711 - A, "HOW (M)M-�. I. lots - - - - .
<br />. "oos"'.
<br />--ily-
<br />9M 04 MiCi MATED STIFITI) Wds/ammusEdesdede; ,AAI . F� ' " 1 i I E=%�-.- i
<br />- . RON" , , 1,117 MEii - 2 -2-
<br />----- - -------, --
<br />-- - ---- ---.-
<br />INSTALLATION DETAILS
<br />------ -- � ---.--
<br />FOR REGULAR & Ab,
<br />-
<br />.--- - -- -
<br />M CWSURES DIET&S-RO-RIVAILADDR-IN PQQR
<br />IDAMCFEIL
<br />-PANELSCt
<br />INTO EXISTING POURED RETE OR CONCRETE
<br />-
<br />B
<br />QQNCFtM OCK loop
<br />-.OL- -OR W
<br />VALID FQ.RRLWLAR, L1l E-Z H" TEM
<br />P-Alla-FfS-
<br />...."'A" ". I,,
<br />7- lil " 01 OF I'-:-
<br />. SCHEDULE 0. FNC,E A .)
<br />CONCRETE ANCHORS
<br />Dia SCFILXALE� ON
<br />SHCEITS 0 THROUGH I)
<br />MIZ(Z - O.
<br />I. 1.
<br />INW.-
<br />.. , ,WM
<br />I - I -
<br />
<br />-
<br />�- -!�
<br />I .
<br />I je
<br />1 ,:4 4
<br />ft
<br />I
<br />i
<br />.
<br />,,��
<br />I
<br />- I I ----i
<br />=.--IV,--=
<br />- A)
<br />I
<br />Dom"
<br />I
<br />'N
<br />I I
<br />" 1�\
<br />,
<br />-
<br />"
<br />I �= "\"A-
<br />(�) I I
<br />Gles I I
<br />i I
<br />I
<br />77g,
<br />- -
<br />ITS-, I-i=
<br />-
<br />-
<br />��-
<br />- --I .L-0-0
<br />I
<br />;
<br />I I
<br />-
<br />.
<br />. Neels
<br />i r
<br />111.1111, I .1.
<br />I -,�)
<br />EXISTING POURED I
<br />OO"C ,
<br />; Am OR,
<br />C= Kim 1
<br />1 �� �
<br />I I 'Ir
<br />W:
<br />r - W L I
<br />, I
<br />-`�
<br />, T'i It— -T 1-,Iiu
<br />/ -
<br />i
<br />6 I
<br />I
<br />I
<br />=
<br />!
<br />I
<br />! I
<br />t-A A (K"
<br />�z - - - - _J
<br />0;4- VN,.,T, ... ... -
<br />" -
<br />? I-
<br />: .
<br />------,
<br />I ,I
<br />-L
<br />'k " �
<br />sou 3/14.1-
<br />.- -11-.11=1
<br />(PLAN)
<br />.'s-- - Is.
<br />� w is -
<br />a 4�T
<br />=---� :
<br />I
<br />� ---�l
<br />I
<br />I
<br />5
<br />i
<br />-, A
<br />CASE 6
<br />SCALE 3/,fi-1-
<br />I =1 1. -I
<br />; : I
<br />-41 o". =A,od - -0
<br />-� :
<br />: -
<br />-.0i
<br />I ,c
<br />� :
<br />MH- i ;
<br />IXNAAA- -- I id
<br />i 'a) d
<br />2 1/0'
<br />= IF rr , -
<br />11" f -maim�.
<br />. V--
<br />r. F - -
<br />:7,',' ,
<br />=71V,2111 I W1, I .
<br />"
<br />T-0 .
<br />1 -. asam, i
<br />:
<br />; .
<br />.1: : I , -- .* Adds` - 6---
<br />'�./.. I
<br />I
<br />-
<br />I
<br />I
<br />wan 1
<br />-*�� P.
<br />= 1=1= 15
<br />-,
<br />i,,/7. \ .11 I
<br />iX 1-1 I
<br />� ,.".
<br />I I 11/;,�, I
<br />�
<br />6
<br />. �
<br />fW. i
<br />.1217 i
<br />�,
<br />Q1 46 -`
<br />i
<br />0 i
<br />;- ,;; , 'I,
<br />I
<br />I
<br />I/.. - -
<br />- - \-I/
<br />--- i !
<br />"n"ING � + I
<br />CONCRETE OR
<br />i
<br />,
<br />I I
<br />4 I
<br />Z=----
<br />�
<br />CONCRITIE BLOCK
<br />RITIN0110 I
<br />EIISTINGEPrED! ED ...
<br />-
<br />I
<br />- :
<br />SCALE 3/16-1"
<br />k I
<br />�,
<br />..ET
<br />I
<br />scALd: 3/,fi- I
<br />REOUIRED il ,/2" I::!!F.Rt- .*
<br />CONCRETE BLOCK I � --- I I I
<br />- , 116;1; .nl;.,+
<br />. Is
<br />i
<br />- -
<br />- I
<br />, , I— - -
<br />I
<br />- I
<br />- =1== i
<br />. C
<br />---- - ,
<br />Odix-mi ON PAHELAAATE
<br />FIAMI 10 AW ANDLAIATIt
<br />,
<br />I
<br />,:�:,
<br />�L At-
<br />\,.:, 11�
<br />� - -M. .. - - .1
<br />. I—= deds.- - -
<br />i
<br />PLUS On OF T-o"
<br />CONCRETE =c -,
<br />- --(�) ;
<br />I
<br />� I
<br />- -
<br />. - 4
<br />- . I
<br />(SEE scdNrN.ES M
<br />SHIATS 4 a 9) MOUNTING a.m.)
<br />W1
<br />ME SOWN 0
<br />sHaris a PaNX.GH I ,
<br />bse,
<br />T
<br />I
<br />'IL - - III �,
<br />l
<br />scATF 3/0�,-
<br />." I
<br />I
<br />---.-. - =., §"oN`-1
<br />-
<br />'\1'�J--miso
<br />\1
<br />SCALE 5/8-'*
<br />- ) ". - .
<br />,�T/
<br />1111111 %.^= =. �
<br />EDGE OF EXISTING
<br />6INTHINING * WV I' WIDE - VARIES X ll�
<br />E.D. - EDGE DISTANCE
<br />G) -6
<br />essliddes- os-
<br />I THICK At UM TUBE Olt I**
<br />- EXISTING STUCCO/ P I WOW PLATE sodscra -
<br />1 WEDO IIAND I I 0
<br />I ,� . As NEW I' WIDE . VARIES . 1/8' I
<br />' AULAM. TUBE OR I' � VARIES
<br />( SEE SCHEOULEB)ON
<br />SHE"S 8 &
<br />I
<br />h9[LJFjDFLGQMMH&RQR-QE-SEC1M!
<br />11
<br />SCALE 3/1
<br />1 7, P.i. wow PLATE spAcrp
<br />, BKEHPAO I
<br />I
<br />I
<br />TOP led B0170M MOUN TINOS CAN BE
<br />I ,�.
<br />A CONCRETE ANCHORS
<br />COMERNED ANY NAY TO SUIT ANY
<br />.. -
<br />:L 1��'r.'Eldidu
<br />. I JPACK
<br />ON O -1 I
<br />)moe
<br />ON
<br />IRSAILLATI N. I
<br />C.A. -
<br />SCALE 3/16-1-
<br />4--l-VWX
<br />I
<br />a A. T'""',
<br />� [C-L
<br />S
<br />-
<br />X
<br />. ...... : d(J1^
<br />--
<br />�
<br />-.
<br />1XISTING POUR - -
<br />.
<br />.. . *
<br />- , . . . . . .
<br />E
<br />-
<br />FLORIDA BUILDING CODE (High Velocity HU"Icons Zone) I
<br />- I- ANCINPAII
<br />I I 2. W
<br />. - A . .) 3 1 ,se,
<br />CONCRETE DO -
<br />CW.R17E BE= � - . W"vi
<br />RfC,I,R1 0 1 -, -
<br />.
<br />1. . .
<br />- . -
<br />Z
<br />= : No 44167 �.
<br />,
<br />1,KlIo ITEM. -
<br />S
<br />=
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />_;: .
<br />X6
<br />= * :
<br />SECTION X-X = : * ,
<br />SCALE 3/A-'- - .
<br />� -,a,.
<br />*4- , I
<br />-
<br />,LOBAL PROTECTION PRODUCTS, U.C. "'I"A"m
<br />'
<br />DETAIL FOR SPACERS REQUIRED
<br />AT TOP QR
<br />'. S TE OR -
<br />ii -P -
<br />z �> // 11LIEC0.7\
<br />-
<br />am
<br />Ideso � 51 ITENEU
<br />BOTTOM TRACKS ADJACENT TO
<br />STUCCOZWOOD BAN
<br />1`1 .
<br />� O�,-. RID ..
<br />1, e.. . ..
<br />,
<br />, DAVIE, I �14,
<br />T,JLE In"'No . KNONKCAVAIL ca-w,
<br />-"* - - `NOAdL Uod". - Ddd.N*F�eitlr, 20-176
<br />Wd;�=,;r=?.�
<br />IF .....
<br />AL 6, V
<br />-
<br />T11
<br />I Ass � IN,
<br />I
<br />.ANiN6,WA�IA`daAL""""""`NE`*`
<br />ELUT
<br />I ds�;.I,- 7J`4`4.1sIL
<br />3 '.
<br />1 . I - -9 .! ! . 1 M viddin. orn
<br />I -
<br />--
<br />- - -.-,--.
<br />ZBAMV"J�YALLAnLINALLP-ORT-NO-IL-I=QZ 2
<br />2.2. TESTREFDRTS;
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code, Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William
<br />R. Mannar. P.E Boriz Moroz, P.E, and Henry Hattern, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaospecla, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609,1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 11 23.01 -110. dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13, 2009,
<br />,
<br />s1gred and sealed by Frank Grate. P.E, as per ASTM E-8 and Tensile Test as
<br />per 00 Metallurgical Report No. 1OKM-1 318, dated December 1, 201 0 signed
<br />and spaled by Jerry Jaciolano, P.E. as per ASTM E-8.
<br />2.1-3-TRUCTURA-L.EN,GINEERLNS-CALCW.ATKM.
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as wait 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 nf the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/1 B/10 and 08/2713 (for this revision), signed and sealed by Walter
<br />A Tillit, Jr.. P.E.
<br />3-MLS"I EIMPACTRESISTANCE:
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201 -
<br />4�WWD-LQAD1-R0*TANCC
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on shoets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.0 ), drawing No. 20-175.
<br />Maximurn Anchor Spacing shall be as indicated on sheets 5, 91 10, 1 1 � 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Sll,al Storm Panel has been verified for code compliance to
<br />work as a rion-porous storm shortter assembly, as per SSTID 12-99 Standard.
<br />Mil"kIL1111111f f JdZ1,4,
<br />pl!;�� A, T/q/,,,:%
<br />01`,�I�, , .
<br />li-I ... I- L/ *
<br />,
<br />-, .. ;P 11,�
<br />194INT'. V\r, lii,lsl�'L I... 11
<br />- -
<br />I �,= � - Itzr , . �
<br />-, , . - .. =
<br />7// .. - -- 2 : '6.44167 -. =
<br />. F
<br />- -4 77417� * :*=
<br />/ / -0% S EOF ., Z
<br />�, %-3� - - -
<br />. . . $
<br />1. 1;1 .. I
<br />. , llt�
<br />,';""34� .
<br />'11�'� - ' - `� ... III— . I
<br />I
<br />� , "
<br />$I, 'J 1110,11t,
<br />PRODUCT EVA[.UAT10_,iLMMT No, _ZQ&2= I
<br />5JNSTAUATl1Qft-
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 1 8 of 1 8, of Product Evaluation Document (I
<br />drawing No. 20-175 IV inimum separation to glass shall be as indicated on
<br />sheets 3, 6, 1 3, 14, 15, 16 and I 8 of 18. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20175.
<br />6. MATERIAL CHAPJkCTE-RISTICS AND -SPECIFICATIONS;
<br />Shall be strictly III acrclance with General Notes and Components indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-175.
<br />Anchor specifications !3ha I I be as indicated on sheet I of 1 8, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175-
<br />7. LIMITATION"NO COWIT]IONS OF Isill
<br />7.1. Shall be strictly in compliance with General Notes No- 1, 8 thru 14, indicated
<br />On Sheet 1 of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tililt. Jr. P.E-
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 16210.2 of the Florida Building Code
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood framo structures.
<br />Product Evaluation Repoft prepared by Walter A. Tillit, Jr., RE. (Florida License
<br />No. 44167), President of Tifteco, Inc. (Florida CA-0006719).
<br />ill`*11,71 - - I I I I I - .'.I'/- -111,
<br />.
<br />4' . . ,
<br />. V� !:",
<br />C-- *4-.*"\�Mse --,�p
<br />-:� .
<br />- ..: .. �- , ..
<br />-- * .� ��
<br />---, - . .44167 i �=
<br />7/.-A" �e , * :
<br />- . * E
<br />WATILL 7 1 .. I , -
<br />i "" - Z
<br />Cl:� TILTECO ADMON RECORDS k P. E. REPORT.2o � GLInAl POOT1541 ZIN ,pffggs'� �* .c,
<br />GALVANUEO STEEL S70RM PANEL k DRVVG 0 20-176 % RFPORT 9 20-07274i k ' I, , y
<br />, �41 .��
<br />,
<br />" e�..�J ...�.,.
<br />, _
<br />- .. " e
<br />-- -1 ---
<br />----- - --- ---- - - --. .- --
<br />1/4, 2/4. 3/4, 4/4, 5/5, 7/5.
<br />2W/10, 3W/10, 4W/10, 6/ 5
<br />5W/10. 6W/11 & 7W/11
<br />�-*11`011/10.
<br />_3: MAX_ _ ANCHOFFS 'OR CONCRETE SEE SCHEDULE Ole IMM75 01,41 9 .,: VAX
<br />I Mft I FOR WOOD SEE SECTIONS OFF $HEM 10 Led I M.1,
<br />1
<br />6 1 0 0 - 1 6 - I
<br />-
<br />I ----
<br />D.M..@-(�)-G),1-1-Al 1,77-1-1- 71 --- r�---T`-!--i---r-T -- --' -T-`1--TT-`I--1 --- T--T-- "
<br />. . . I . I .
<br />i
<br />(�- (D- @ - (�)
<br />F
<br />ffi N
<br />I
<br />Z
<br />/ 1 6
<br />A
<br />! / / ED
<br />. . . . . . -,- 1 . - 9
<br /> I
<br />, -A I -
<br />,11il - " - - .. --- -- TU I I I- 11114), I I
<br />- ---- 1`.:�
<br />J
<br />41", ,- - swi. -,,;eols�,si� i/.:i0.,-- - - �
<br />PINNEU11 -
<br />UNWLTM I.,
<br />31ECTIM AS B.S. U.S. DON I W/ 7/11* x 3/32* �-
<br />(INEE WINGRUTS 0 EA. OVERLAP
<br />(SEE SECTIONS AS AIAMILICARLE)
<br />OPUIT �
<br />I - -LI---1J-J--1 I -LI. --- " I i
<br />I .- - - - -- "O I
<br />'
<br />1 5
<br />1--
<br />D-�
<br />D.M..(R.@.@-@ - -- . --I-. ... - -- .,-- -1.1 I -- - !
<br />I
<br />a-- . - I
<br />a 4 . IF ------
<br />(�),(�).(�o-@-V As, I
<br />I L3 MAx I
<br />MAX t ,
<br />�1-
<br />7 I" Me..-J 1/4, 2/4. 3/4, 4/4, 5/5. 7/5, I: MIK �
<br />i IVV/10. 2W/10. 3W/10. 4W/10, 6/5 i
<br />� 5W/10, 6W/11 & 7W/11 i
<br />I - ANC14ORS FOR CONCRETE SEE SCHEDULE ON SHEETS 6 Ad 2 I
<br />FOR WOOD SEE SECTIONS ON SHEETS 10 Ad 11
<br />REGULAR STORM PANELS In & fk ELEVATntill
<br />,
<br />N I S
<br />1/4' MoA. TAP
<br />2 61'
<br />---A (� O~ -1 011 WILM
<br />I I -1 �
<br />"". 1,,:o� /-O"F �,, - \ �---/ /Il4-
<br />I . , '. ;i-/ ,-
<br />,
<br />16" , OAP 1Z /""\ - 'O, .III I i
<br />I
<br />�4
<br />..�� . "' *
<br />C"', . *
<br />- .. . E *-. . FLORIDA BUILDING CODE (High Velocity Huricons Zone)l
<br />q-Ay N Ii4 1
<br />Z : '. I T,-. IN, 1.
<br />20 GAGE GALVANIZED STEEL S70RM PANEL
<br />. S DWVANL BY,
<br />- :*! '' ----
<br />----��-�
<br />SECTION A-M er:� * I .,J �-- - /---
<br />NITS � -a'. Alt ', .d' A, . GLOBAL PROTECTION PRODUCTS, U.C. wl2.l�
<br />-' 7q '- ' T ME ..
<br />� - S. 51 Snw
<br />% 11 t -
<br />�u
<br />� .>��
<br />�,i,, ibtE:,-. OR(101'. �, _- .1. A '. . CNAL n- 3"'.
<br />edd
<br />,
<br />11-1. r�� ....... �46) , 4-.' -,= --*) A t= ="; Ad ' -'.!"" dHods. (ddNd)--,tHi& - (AANe`- 20-176
<br />- !-in. - DANANc.
<br />-
<br />d,,,,".r,,k1 ,d`1M4F./-,/rAYr AdNJV` A .il' .. "I . �
<br />"" !�.! ;M
<br />....*.I -- _ FUIPAIDA k4 1 441 1 Ir"91 - I -- - SHEET I . .
<br />, _
<br />---.---.- --.-- _
<br />
<br />-
<br />-----
<br />- - -I---- -, - --
<br />INSTALLATION DETAILS FOR REGULAS PANELS,'! A AA
<br />INTO EXISTING POURED C NCRETE OR CONCRETE QLQCK STRUCTURES
<br />"ORS TOP CONCRETE SEE SCKE ULL ON SHEV 0
<br />- - - AW -
<br />POURED CONCRETE FIGURED CONCRETE I'D r FC* WOOD SEE SECTIONS ON SHEET 12
<br />-
<br />OR CONC,RM BLOCK OR CONCRETE BLOCK -WOMICEPT. . ,,,- 2.57' 3' MNH,�
<br />REQUIRED I, MeL DIN, OVERLAP - WUM S. s. G, WZ W2 " hf.
<br />FTEQUIRED CONCRUFF AN(.HORS 11111111"ED .. .. A"DM - - 11 - ,-
<br />(Sri X.. E ON . NE %E.MLE ON ! DAL : RIO, W/U
<br />F-WE"iff- Old i i F*
<br />sHrET, 9) SHEET 9)
<br />! I I
<br />�, I I ! . . - , I r-W
<br />, I - - - - - A I - 7 -- 1 I ----- i L",
<br />-
<br />I I - :J2 � - C- I
<br />� I i I :I , ,
<br />I � I
<br />� I I' "
<br />I
<br />: I i I ' , I ,A"L'
<br />I
<br />.. I I I D. I E.[ : I
<br />r I I 1 1 !-`11 I
<br />I WX �
<br />i ; 0 I : ; - (D : - I -
<br />! : : : I i ! -0 I I ;
<br />�
<br />I Is ; I I I,
<br />" i I 1 1 . I I
<br />I � - I ; i
<br />I 9
<br />I -
<br />,�
<br />! - - 1 1 1 1 � - - . . !
<br />� I
<br />, ; I Z i i t_-1---- !0 : . -a 11 ,
<br />1 --7" -
<br />, M'.=- , : � - i �
<br />, I- ==, - ,a !
<br />- -1
<br />I- =
<br />: . .) : ; ! 1 �j : -., ! I I
<br />I I I - I I : 1 14
<br />I.
<br />1 I I- . : , -, .I. A I J I L -- L L -� WX ..
<br />o - 0 ;- - i or V I
<br />.i&r. 1, -
<br />:I/., 11 I il/,'.-�". 9
<br />.I' " r2 ,a : /. � I ig I 1 #6 i � J 1 171 i MAK
<br />:- - - : -, . Ad . I i I
<br />,
<br />,
<br />,
<br />I '. .3 1 I I I a
<br />"UT a lvw I , F i 1. I �
<br />0 a � 41
<br />i 1� I �
<br />+ I i I
<br />lif
<br />11,11111111. I 1011111110 . .
<br />"osew. I
<br />: i I I �J ,T� 1 1 :
<br />I A ! I : � I
<br /> I .. - -- . !I I
<br />I I
<br />;
<br />I I
<br />, A; I
<br />� . - . I ; . I - - � I ..1
<br />: e � ; - 1 i 119 I -1 � J I
<br />: , I i : ;
<br />I : ; I I
<br />I , I I L LVISAtIr so r �."`
<br />501t. : -
<br />: OF I -1 , ll . (0) e 10.j
<br />�w I =,"A 'L 1 DiDt, : r M.
<br />IV
<br />or 0
<br />I %UU` I OF 'L' I IT W. I
<br />- ----- __
<br />: . <3 IT. - ANCHORS FOF! CONCAMETT SEE SCHEDULE ON 21411T C. I
<br />0 , � I � MAX
<br />I
<br />I .
<br />I - FOF WOOD SEE SECTIONS ON IINIXT 12
<br />I I I � a
<br />1 ; I D I . i � I . REGULAR STORM & Q rLiEvATioN
<br />a a I W3LI,.g�
<br />I 1 � I I /3 1
<br />GA i
<br />V,
<br />I
<br />I . I --I-. . I 1 � 1/4, Nsis. CAP
<br />I
<br />1�
<br />I , -J Aw I � ?,67-
<br />I
<br />i - I I 1. . -I � 14*0- . . - I , - (Ask OVERAP -1 ",OLE 'iftLEY) S ,
<br />id 4 a NUT - �- :� - -1
<br />i 1 7 �-i�- 3*5 91ET AsAf.-I, 111� -\ -\, 4. -
<br />re , t-4
<br />I—- CONCRETE ANCHONS - ,/W\--/ --",/W\-/-\-/AK\-/ -/"`\� --
<br />I
<br />I I 0 12 1/2 D.C.
<br />I T/4' - eW'
<br />,ACHONS SIAGGERM ! L c"GRE" A"Oe" Mido.)"N"' 1 3
<br />(%Ed ScHepUir r f � (SU SCHEDULE: ols
<br />SHM 0) S.W 9) L -var.- Dis SECTION A -A ll
<br />P0. ED CONCINDT CA SCALE 3/32--l-
<br />Mna C HCRE. W CoHfl� BLOCK wowm
<br />.r.*Lff BLOCK `,UQ1.dM
<br />., W.",
<br />DIRE MOUNTING
<br />Q WALL MOUNTIN.9. QIRECT AMR 01.
<br />- � I& MOUNTING
<br />IN51A TION INUALLATI N INSTALLATION
<br />SECTION SECTION 9 SECTION -0
<br />SCALE 3/8-1- .�C&E 3/8-,- I�A I I 'j'Ar.1; ........
<br />/ ",
<br />�..T!�
<br />�� .. .. . *
<br />... EN - . . . ". FLORIDA BUILDING CODE (High Velocity Hur icons Zone).
<br />-- 5 : , . No 44167 . '-. � PIVIc MWOO. 20 GAGE GALVANIZED STEEL STORM PANEL ..�: ITT
<br />Jill hKION OF S MONS = -
<br />-
<br />-- ---
<br />E.O. - S�VSZ�E FFE-YR- - *: * , .--\ � . .---- ?Inlw"
<br />( HE , ON I TOP Led BOTTOM MOUNTINGS.CAN BE I : ' - , P-7 �1-0 . � I - 11 - - FIFLIJUAL PROTECTION PRODUCTS, LITC. a TAX
<br />, -o'. S TE 0 ..
<br />SHEET 9) COMBINED IN ANY WAY TO UFT AN' 1
<br />- -L-0-400, / 7iLTEco
<br />I
<br />0 A10O Se 51 sliddEdr,
<br />INSTALLATION �, pb�'.. 10
<br />RIO, - TVU" FES"'Pill a 5ZF.1Mr-.---.� OAVOL. n- =I-
<br />11
<br />i - - s . . .M A. .I- - - . .1. 'NONS. (�)M-15.8� 10 (�)edds.Ndl 20-176
<br />I 1111-IN, � -1 "=71. 01, 11-1",
<br />I`� I. cessiddic W
<br /> III - M.1 maisimPi Ru
<br />1110 $1 F` ' -.I-- ,
<br />= TiLuT ., PA
<br />16,04WWWALITININAlUde/UATT - � a or n
<br />L. ----- .- Lk. A 441 .
<br />------ ----
<br />-
<br />-+-
<br />(1)
<br />(1)
<br />r-
<br />(/)
<br />-0
<br />-
<br />M
<br />�>
<br />(D
<br />r-
<br />"
<br />L ---
<br />(3)
<br />S-
<br />0-
<br />=
<br />0
<br />-0
<br />0
<br />(1)
<br />0-
<br />M
<br />-0
<br />S--
<br />0-
<br />.
<br />-=
<br />0)
<br />4--
<br />CD
<br />(1)
<br />-+--
<br />(/)
<br />G)
<br />-+.-
<br />=
<br />(1)
<br />::3
<br />-0
<br />0
<br />CZ
<br />C)
<br />-
<br />co
<br />-0
<br />. -
<br />--
<br />U)
<br />0
<br />=
<br />0
<br />L.--
<br />0-
<br />-2
<br />=
<br />11,
<br />-9
<br />(1)
<br />j�:
<br />=
<br />CZ
<br />C:
<br />0
<br />.0
<br />��_-
<br />LL.
<br />I M
<br />-
<br />M
<br />. L/)
<br />-o
<br />M
<br />E
<br />0
<br />Q)
<br />>
<br />0
<br />ll
<br />
<br />o7-
<br />(1)
<br />cu
<br />I-
<br />-M
<br />-I-
<br />-+-
<br />0
<br />1--
<br />-0
<br />. S�-
<br />U)
<br /><
<br />it
<br />4
<br />Z
<br />Z
<br />LU
<br />mi
<br />JC
<br />F 7-1j ( � ow 0
<br />cl� � CY)
<br />Ir 11001 - N
<br />C14 U ><
<br />I
<br />C1.
<br />Ill I..-
<br />)
<br />=3
<br />..:z 1-, d -r-
<br />,
<br />I - I IT
<br />6 ,-� "
<br />C ��
<br />�D J)
<br />� Z' -
<br />G 41T,
<br />-
<br />. (I -C- -.
<br />,- ,I
<br />V . -
<br /><� '74 ll
<br />. "
<br />� 1) -0
<br /><� � C 0
<br />" -
<br />-, . I C., 0
<br />�
<br />. -
<br />, . . >�
<br />,
<br />� -)
<br />"Ole - -r�
<br />�, t I=
<br />I I 0 0
<br />C . -,
<br />-2 .�: C
<br />I
<br />5 .-- +� 1� Z
<br />1-1 ,
<br />> , L..I`- 4- Lu
<br />U)
<br />4--,
<br />"
<br />(3)
<br />(D
<br />(1)
<br />C-
<br />-11's
<br />4-a
<br />U)
<br />M-3
<br />M
<br />�>
<br />0
<br />L-
<br />Celli
<br />0-
<br />0-
<br /><
<br />(1)
<br />-6-0
<br />0
<br />C
<br />Z3
<br />-0
<br />CZ
<br />0
<br />S.-
<br />0-
<br />L)
<br />(1)
<br />L.
<br />M
<br />L.
<br />co
<br />:D
<br />LU
<br />2
<br /><
<br />2!
<br />:��
<br /><
<br />-J
<br />[I -
<br />SHEET NO.
<br />SH 1.0
<br />
|