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<br />PROD CMKKAL 2
<br />Z-2--TEST REPOR-TS:
<br />Large missile impact and fatigue load test$ were performed under Protocol$ TAS
<br />201, 203 as persection 1626 of the Florida Building Code. Uniform static loads
<br />fRDAUC1YAAUQAT1QN RtPOWf NO, 2 0-4729.01 13
<br />6. MATERIAL CHARACTERISTIMIM SPECIFICATIQNS:
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />I
<br />sheet 1, 2 and Z2 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />WATTFRA.T1LL1T..R,?_E. ___ —
<br />. tiltmo@aOLCOM
<br />FL PZ L— , � � W,
<br />FL C,A. U,,� N1,, W06719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No-20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-669 dated 08/09/19.96, #96-570 dated 0911 8/1 996,
<br />26, of Product Evaluation Document (P.E,D.). drawing No. 20-176.
<br />PRODUCT EMLUATION REPORT
<br />#96-T30 dated 0912011296, all three Signed and sealed by Hector M. Medina,
<br />I I
<br />P.E., Fenestration Testirig Laboratory, Inc, reports # 2032 dated "16/1998 and
<br /># 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. IMITATION$ AND CONDITIONS.CIFUNE:
<br />REPORT NO.: 20-0720.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaospada,
<br />P.E. and Henry Hattern, P.E.
<br />7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet 1 of 26t as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated
<br />on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT CATEGORY: Shuttm
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilleco, Inc, and signed and sealed by Walter A. Tillit, Jr,, KE.
<br />PRODUCT SUS-cATEGORY- Storm Panels
<br />Z._3._1TR_UCTURAL9NQINEERING CA]JGUL&TKW%-
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME- 20 GAGE GALVANIZED STEEL STORM PANEL
<br />On 20 43age 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 />defined on section 1620.2 of the Florida Building Code.
<br />MANUFACTURER. Global PiwivAon Products i10.
<br />length based on rational and comparative analysis, and In accordance with
<br />I ,
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />4800 S,W. 51 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,,
<br />wood frame structures.
<br />Davie, Florlda33314
<br />dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E,
<br />1. PURPME OF EVAALUATIO,
<br />3. MISSILE IMPACT RESISTANCE;
<br />Product Evaluation Report prepared by Waiter A. Tillid, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />Large missile impact under section 1826 of the Florida Building Code, as per
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />ID#1 900) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />'
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Professional Regulation.
<br />4-0 N D WA VS RESISTANCE:
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<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />I
<br />Maximum length be indicated
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<br />This produd is being issued an Evaluation Report as described herein, and has
<br />pressures. panel shall as on sheets 6, 10, 14, 15,
<br />.�
<br />��---) 3 1 . 0
<br />44167 -� =
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />16,19, 25 and 26 of 25 of Product Evaluation Document (P.E.D.), drawing No.
<br />" r,�_ .
<br />-_ !, -
<br />- =__* ! * -
<br />Florida Building Code, and to verify thM the product Is for the puirpisBai intended
<br />20-176. Maximum Anchor Spacing shall be as Indicoted.on sheets 8, Q, 10, I 1,
<br />', ! *
<br />7A �,- A,_'.,, STATE OF
<br />at least equivalent to that required by the Code.
<br />14, 15, 1 7, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.),
<br />1
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<br />."., , I
<br />drawing No. 20-176,
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<br />This Product Evaluation Report shall be subject to review and revision In case of
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<br />I'll I AIL.,
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<br />a Building Code change that may affect its limitations and conditions
<br />5. INSTALLATIM:
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<br />Installation shall be performed strictly in accordance With details indicated on
<br />I EVIDENCE SUBMITTED,
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of26, of Product Evaluation Document
<br />WATILL
<br />Di� TtLTr!coAbmoN REdORDS 1F.E. REPORT.20 tGLOaA�PRPTECTION PRODUCTS, LLC � 20 GAGIE
<br />2.1-F MUCTEEVALUATI POCUM
<br />IENTM E.D.)w
<br />(P.E.D.), drawing No. 20-176. (Minimum separation to glass shall be as
<br />,GALVANJZED STEEL STORM PANW OWA9 9 20-ITS � REPORT# 2M72&G1
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANIEL",
<br />Indicated on sheets $, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />(P. E.D.), drawing No. 20-176.
<br />Tillit, Jr., P. E.; dated 07128/2020. This drawing Is an integral part,
<br />INAIII!,11
<br />Evaluation Report, %%l III k fi�vi�,,,,
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<br />GENERAL NOTES- — — __
<br />I. STORM FARM. SHOINN ON THIS PRODUCT EVALUATON DOCUMENT (P.E.D.) HAD BEEN VERIFIED FOR COMPLIANCE IN
<br />ACCORDANCE WITH THE =0 CAh EXTION) OF THE FLORIDA BUILDINO CODL
<br />DESIGN WIND LOAM SR44LL BE DETERMINED AS PER SECTION I= OF THE ABOVE MENTIONED CODE
<br />FOR A WIND SPEED AS RWARED By THE JURISDICTION WHERE THIDEE SHUTTERS WILL BE IMITTZB AND
<br />FOR A DIRECTWIALnY FACTOR Xd-0,85- USING ASCIE 7-1 6 AND SHALL NOT EXCILED THE MAXIMUM �A.S,O.)
<br />DESIGN PRESSURE RATINGS INDICATED ON SHIVETS 7 THILI i2. 14, 15. lfi� 19 At 20,
<br />M ORDER TO VMFY THE ADM CONVITION. ULTIMATE DES" WIND LOADS DETERMINED PER A= 7-18
<br />SHALL, BE F#W REDUCED TO X&M DES" WHO LOADS EFY MULTIPLYING THEM BY 0.6 In DAM To
<br />COMPARE THM W/ MAX (ksp) DES" PRESSURE RAPo4GS INDICATED ON SHUTE I THMV lZ 14, 15, IS, IS & 20.
<br />IN ORDER 'TO MWY THAI ANCHORS ON INS P-E-D� AS TEM WERE NOT OVER STRESSED. A ,"S "EASE IN ALUDWASUE
<br />STRESS FOR WHO LONOS WA8 Aa USED IN THEIR ANALYSIS, FAVCNERS SPACING TO WOOD HAS SUN DETERMINED IN
<br />ACCORDANCE IWIN KID,& 2018.
<br />STORM PANEL 'S ADEOLMPY FDR IMPACT AND WIND RESISTANCE HAS BEEN YERM 94 ACCORDANCE WITH SECTV" 1626 or
<br />T14E ADM MENTIONED CODE AS PER HURRICANE 1ENVNEERING & TESTING M, REPORTS 96-560. S6_S7Q & 96_1�x, AND
<br />IN , ROTOCOLS TAS-201, TAS-202 AND TAB-203,
<br />AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT WS-01-09, AS PER TAS 201, TAS 202 AND
<br />DES 203 STANDARD&
<br />2� ALL ALUMINUM EXTRUSIONS TO BE 60"-76 Mj.0Y AND TEMPM (Uhum OTHERWISE NOTED). SEE SKV 2�
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL PAVE 310S-1414 ALLOY�
<br />4� ALL STEEL SHEET METAL PANELS SHALL HAVE SFMCHUM QUALM STEEL ATM A_6W GRACE 50 MINIMUM, 0-60
<br />GALVANIZED STEEL OESI"TION W/FY- 58.5 W (AFTER RMAJED).
<br />4, ALL SCREWS �TD BE STAINLESS STEEL 304 OR 316 AltS SERIES OR =HBO$" RESISTANT COATED CARSOM STEEL AS PON
<br />o" $0018 W/ SO AM YIEW STRENGTH AMC 90 kW TSNSkE STRENGTH & SHALL COMPLY W/ FLORIDA SLALOM CODE
<br />SECTION 7411.3ZA�
<br />6, SMTS TO BE ASTM A-307 GALVANIZED SPEO. 09 AM M4 SERIESS STAIMM $Tom WITH 36 kof MKIMUM YIELD
<br />STRENGTH.
<br />7 ANCREM TO W94 SHALL W AS FOLLOWS-
<br />W ?� MTA4�AANVFACTURED BY I,T�W� BUILDEX, INC, (14�. F-3192 p-Q
<br />- $/4* If . 7/8' MK-tN ANOIORS� AS MARWACIURED BY DEAMT RC. (MR4, FMDO p,.L)
<br />- 1/4'0 - 3/4' SOW-SV ANCHORS. AS DEMIROM SY ALL POINT SCREW. BOLT & SPECIALTY =
<br />(MI.- r�-3000 P,.,;-)
<br />- #14-10 PANUALATE FEMALK 10 do PANELMATE PLUS ANCHORS. AS MASUFACIPRED BY two CONSTRUCTION PRODUCTS,
<br />(MIAL f`F-33so Pxt)
<br />- 1/4-0 CF TAP-CF4P ANCHORS. AS MANUFACTURED BY TRU_rASr CoRpOPAVoN (f'.-3600 P..,L)
<br />A, 1) MINIMUM EMBEDMENT OF TAPCON ANOH� INTO POURED CONCRETE SHALL BE 1 3/4'; 2' FOR PARSAMTE FEMALE
<br />0 AM PANDIALTE PLUS AMID 1 1/4- FOR CF TAP-GRP ANCHORS,
<br />A.2) OAX-IN & SOLID -SET ANCHORS SHALL BE EMMODED 7/8- INTO THE POURED CONCRETE. NO EMBEDMENT Iwo
<br />STUCCO SHALL BE PERMITTED. 1/4' 020 SCREWS USEBO SHALL HE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST,
<br />No I" MINIMUM FOR WALLS WITH NO STUCCO, AND MAY HE HEADED SCREWS OR ALL DMADED SORE" W/o READ,
<br />BUT WITH WHO NUT$�
<br />A.3) IN CASE THAT PRECAST STONL PK= coNCRETE PANELS, PAvERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EMWK WALI OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH
<br />PAN". ANCHORAGE SHALL BE AS WXnONXE) IN &I) AND IM X2)�
<br />(9) 10-UMUG-2maguElLOCL-wAli-AZY-9=W��
<br />1/4' A TAPOOM ANCHORS AS MANUFACTURED BY t� T. A. SUOUDEX, thtC�
<br />- 1 /4� 0 X 7/1V` CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT ING (WIN. re-1500 p.*,,'.)
<br />- 1/4-0 9 3/4 . SCUO-SET ANCHOM AS DI. STRo BY ALL PONT SCREW, BOLT & SKCALTY 0.
<br />(MN. f-190c, P.,i)
<br />- 114-10 PANELMATE FEMALE to AND PANELMATE PLUS ANCHORE, AS RANUTAMFIED By CLOG CONEDRUCTIoN
<br />PRODUCTS (", V-2071 p.1) ,
<br />L,O%
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<br />- Ile 0 OF TAP-CPIP ANCHORS, AS MANUFACRAIM BY M-FAST CORPORATION w- %
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<br />01) MINIMUM EMBEDMENT Or 1ARGON ANCKORS� ELOD PANELMAM AND CIF TAP-CRUP ANCHOR, INIV Ift CON , ""
<br />BLOCK UNIT SHALL BE I 1/4-� 1 0 ,
<br />R�2) CALK -IN & SMIO-�S&Er ANCHORS SHALL SEE EMBEDDED IN INTO THE CGROSCfE BLOCK Z : NI
<br />Otto 1/2- LONG ID-6INO =M.
<br />STUCCD�SWILL W PERMITTED, 1/4� 0-20 SCRENS USED SHALL BE I . '.
<br />E051, AND I MNNLW FOR WALLS WITH NO STUCCO. 1 .Ig�� 'r,
<br />E`3) IN CASE THAT PRECAST =ME, OR PRECAST CONCRETE, PANELS SFUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALIL� ANC -AM "I BE LONG DOAN TO REA04 THE MAIN STRUCTURE SERIND SUCH PANELS,
<br />ANCHORAGE SHALL BE AS MENDONED IN ILI) AND IN 61),
<br />(0 lg-.9219[abigL,ytf,Qo-419b.-SfT,QIFIC I
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<br />- 1/4'0 7APOON ANCHORS. AS MANUFACTURED BY 1.1W. ;;;ILGEL, INC.
<br />- #14- 10 PAND-YATE F0044 10 AND P,ANBJ&kTE PLUS ANCHOM AS MMUFACTURED Ur MOO, OONSTRIXTFON PRODUCTS.
<br />- 1/4"t LOG SCREWS PER WcIL
<br />- 7/if'ot - 5/8' WOOD BLISHW, AS DBUROM By ALL POMN'T SCREW. BOLT & SPECIALTY Co,
<br />C- 1) MINIMUM THREADED PENETRATION INTO WOOD Of TAPGON ANCHORS SK&L BE 1 1/2- AND 2- FOR ELCO PANELMIX PLUS
<br />AND PAKELMALE FEMALE a
<br />C�2) M=,=EDS==OF LAC SCION, IWO THE WOW FRAME Leon SIOU, BE "2 &THREADED
<br />P BE CONSIDERED AS PART OF THE Rews" THREADED DON
<br />C,S) MINIMUM EDGE DISTANCE OF LAC SCREVS� INTO WOOD SHALL HE AS INDICATED IN THS DRAWING
<br />C,4) MIMMUM PDVRArION OF WOOD 13USHM SHALL IRE 5/8`� 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MMUUM
<br />SHOULD STUCCO 0415r, AND I' MIMMUM FOR WMU.S WITH NO ETVCOD.
<br />C.5) IN CASE THAT PRECAST STORE- OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EYJSGW
<br />WALL ANCHORS SHALL BE LORD EROUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PARELS,
<br />ANCHORAGE SHALL W AS MENDIONIED IN CA). C,2) & C4)
<br />W) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TRE ANCHOR'S MANUFACTURER
<br />B� PANELS MAY ALSO BE INSTALLED HORIZONTALLY POLLOARIG INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH to (SHEETS 4
<br />THRINLIGH 6) EXCEPT THAT READERS 0 & Q SHALL NOT BE UEM
<br />S. R SHWI BE IRE RESPONSIBILITT OF THE CONTRACTOR TO VERIFY TK SOUNINVESS OF 'THE STRUCTURE WHERE SNUTTER IS To BE
<br />a AITAC14ED TO WSURE PROPER ANCROA� THIS SHUM S44LL ONLY BE ATTACHED TO CONCRM� BLOCK OR WOOD FROM:
<br />UILDING&
<br />10� aCD4 REGULAR STORM PANEL WITH LENG716 O�V Sr-S THROUGH 12'-4', AS 9 & 1
<br />12 RESPECTWaY., SHALL HVIE A LEGIBLE ANo Q MYSMSE51M246ONG IN
<br />?EHATIOTOW &=AMkSEWDH WIPPILICABLE RVIRPOPOEMCWT DURING POROUS OF HURRICANE WARNING,
<br />11. THE INSPALATION CONTRACTOR 15 TO SSAL/CMAX ALL SHUTTER CONFORM EDGES WIDICH REMAIN IN CONTINUOUS CONTACT WITH
<br />TIC BUILDING TO PREVENT WIRO/RAW WRUSIGN.
<br />12- 1STORM PARE. MWALLAHON SHAI COMPLY WBM SPECS INDICATED IN THE DROMW PLUS ANY WtUDING AND ZONNG RECULAWNS
<br />PROVIDED BY THE JURISDICTON WHERE PERMIT IS APPLIED TO.
<br />33, (0) THIS PRODUCT EVALUATION DOCUMENT (P�EX,) PREPARED BY THtS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />FOR A SHE SPECIFIC PROJECT, Lo. WHERE THE $HE CONDMONS OVIATE FROM THE PX,D,
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE $ELECTIOK, PURCHASE AM ITIWAL.LATIONI INC.UDING UFE SAM OF THIS PRODUCT
<br />BASED ON 1"S P,ED, PROVIDED HE/SHE DOM NOT DEVIATE FROM THE CONOMONS OETArLW ON THIS DOCUMENT,
<br />CONSITRUCUTION SAFETY AT SIT,- IS THE CONTRACTOR'S RESPONSISUTY�
<br />(C) THIS PRODUCT EVALUATION DOCUMENT WtLJ. BE CONSOMED INV" IF MODIFIED.
<br />�
<br />(d) STIE SPECIFIC PROXCTS SHALL HE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHCH WO L BECOME THE
<br />EW94MR OF ROCORO (E&R,) FOR THE PROJECT AND W+Jo WILL BE RESPOINSME FOR THE
<br />PROPER USE OF THE PlM, ENGINEER OF WOORD). ACTING AS A DELEGATED ENGINEER TO THE
<br />PX,D. ENGINEER, SHALL SUBW TO THIS LATTER T14E STE SMCM DRAWING$ FOR REIAEW�
<br />(4) THIS PZO WALL SCAR THE DATE AND ORIONN, SCAL,AND 51OKATURE OF THE PRGFTS$toNA,
<br />ENGINEER bi RECORD THAT PRCPMRF0 -It.
<br />14. SHUTTER MANUFACTURER'S LABa SHALL BE LOCATED ON A READILY ftSILE LOCATION AT STORM
<br />PANEL SHUTTER IN ACCOSIDDINCE WON SECTION I'MAL3 OF FLORIDA BUILDINS CODE. ONE L48M
<br />SH4.1. BE PLACID FOR VVENrr OPENING. LABELING TO COMPLY WRH SECHON t709, 9 2 OF THE
<br />FLORIDA BmLDING CODE
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<br />PRODUCT EVALUAIJON REPM
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY.
<br />Storm Panels
<br />PRODUCTNAMIE:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global PrOWAIDD FMoIll L
<br />4800 S.W. 51 Street
<br />Davie. Florida 33314
<br />1. PURPNE QF F.VALUAIIQN:
<br />This is a Product Evaluation Report issued byWAlterA.Tillit, Jr., P.E. (System
<br />ID 4 1906) to the Global Protection Products, Lll Rule Chapter No.
<br />81G20-3, Method IV of the Florida Department of Business and
<br />Professional Regulation,
<br />This product Is, being issued an Evaluation Report as described herein, and has
<br />I
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />' ' I I I
<br />Florida Building Code, and to verify that the product Is forthe purpose intended
<br />at least equivalent to that requ Ired by the Code.
<br />This Product Evaluation Report shall besubject to review -and revision in me of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SU19MITTED-
<br />2,1. F!R0DUCT ]EVALUATION DOCUMENT (P.E.0J.
<br />Drawing No.20-1751, titied'24 GAGE "LVANIZED STEEL STORM PANEV,
<br />sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr_ P.E,,' dated 0712712020. This drawing is an into,
<br />Evaluation Report. � RpoTvt , '4118
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<br />6355 NX 36th Street, Suite 105, Miami, Florida 33,166 - Phore: (305) 871-
<br />COMEQNENTS EQR REGULAR A UEE SAMY SIM, PANELS
<br />(SCALE 1/2-i')
<br />t__ ___________I5�HNF` (TrIAL, WVTH�-_---------! r----1SAW VOThL WIDTH)--—-
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<br />INTO EXISTINQ eOURED CONCRETE OR CONCREI BLOCK STRUCTU Q%CRLTE I= 98 M
<br />'OR OF `FA01M'4C W. CONCRETE AMXfDRE I YAUD EM M%M UEE SM AND E=Z HN RM 9MR-SM
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<br />! �� r PIUM TOM TOP & BOTTOM Mou"NOS CAN BE
<br />-1. �
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<br />ON �11 . o) 3 M., — , WL-W%" , .* 20 UGE GALVANIZED STEEL STORM PANEL DIV," ft
<br />Z** * , ______
<br />I I M, — GLOBAL PROTECTION PRODUCTS. U.C. '"f"I"
<br />xiloo, S�ftA4 a . - - ss��, /T17LEC0,...\
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<br />MAIL EQ8 $MERS UQMUD AT ME QR I
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<br />UATIFONREPTIRT NO, 20-0727.02 2
<br />1 1
<br />� I Urrylts Ili:
<br />dsslle impact load tests were performed underSST0
<br />rion 1600.1.2 of the Florida Building Code. Uniform
<br />1709A.3. Der ASTM 9-33a. `Fpstrannetotrirt,onnIrpr1h,
<br />,--_,- , _... ,", 11-1., I - -s. ItI.-I-I.F.—.1-Y.H.
<br />loadings Per Protocols TAS 201 & 2103 as par section I 60q. 1.2 of the Florida
<br />Building Code, Test Report prepared byAmetican Tosti nig Lab of'South Florida,
<br />Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julia E.
<br />Gonzalez, P.E.
<br />Tensile test report No. SCM-198 by 00 Metallurgical Inc., dated March i3,2009,
<br />signecl,and sealed by Frank, Grate, P.E, as per Z�M E-8 and Tensile Test ..
<br />per QQ Metallurgical Report No. 1 OKM-1318, dated December 1, 201 0 signed
<br />and sealed by Jerry Jacictfano, P.E. as per ASTM E-8.
<br />� I I Ift'll .. . A ENGINEgMNQ CAL&ULATIONS:
<br />On 24GAge Galvanized Steel Storm Panel formaximum panel length vs. design
<br />wind load, as well as maxintium anchor spacing vs. design wind load and panel
<br />length based on rational amd comparative analysis, and inaccordance with
<br />,
<br />section 1604 of the Florida Building Code. Calculations prepared by TIlteoO,
<br />Inc -dated 12/1 SMO and ,08/271113 (for this revision), signed and sealed by Waltor
<br />A. Tillit, Jr., P.E,
<br />-
<br />I MMIL9 MPACT RESISTAN-M
<br />Large missile impact under section I $09.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201,
<br />&WIND LQM35 RUISTANCE:
<br />24 Gage Galvanized Steel Storm Panei has been verified toaustalti wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3,9, 10, 11,
<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 Ilo
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20�175.
<br />24 Gage Galvanized Steal Storm Panel has been verified for code compliance to
<br />work as a non -porous, storm Shull assembly, as par SSTD IZ.99 Standard.
<br />! PnIST N(I- 111.15117-11- 3
<br />1
<br />5. INSIALLAT_ION:
<br />Installation shall be performed strictly in aocordence with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of I 8, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-115. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6,13,14,15,16 and 18 of 18, of Produot Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />,6-MATER CHARACTER STICS AND SPECIFICATIONS;
<br />Shall be strictly in accordance with General Notea and Components indicated on
<br />sheet I and 2 of IS, of Product Evaluation Document (Il drawing No.
<br />�
<br />20-175.
<br />Anchor specifications shall be as indicated on sheet I of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />"M ITATIONS AND CONDITIONS.OF USE:
<br />7. I. Shall be strictly in compliance with General Notes No- 1, 6 thru 14, Indicated
<br />on sheet I of 1 8 of Product Evaluation Document �P,E.D.), drawing No. 20-175
<br />,
<br />prepared by Tilteco, Ina. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />T2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1020.2 of the Florida Building Code,
<br />7.3. Product shall only he Installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. T1111t, Jr., Il (Florida License
<br />No. 44167), President of Tifteco, Inc. (Florida CA-0006719).
<br />__ I I I - 1
<br />1/4. 2/4, 3/4� 4/4, 5/5, 7/5,
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<br />r MAX AWHOft MR CONCRETE SEE SCHEDULE ON SHEETS 81 & S__ 2r MAX
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