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ILI EC© IMP
<br />TILLFT TESTING A ENGINEERING COMPANY
<br />WAT IT,R A 'TILLIT, JR., P.E. D1terJNWMnl.cnrn
<br />!'1. P,e. Lktl ,':o JJ I
<br />PL L n (.L. N., (TOIL.-IY
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20.0720.01
<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 P_rotactlo_n_Product4LLC.
<br />4800 S.W. 51 Street
<br />Davie, Flonda33314
<br />1_?M1f_0SE_QF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P-E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Mat hod 1 D of the Florida Department of Business and
<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 roquired 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. EVIDENCE SUBMITTED.
<br />2 L.PRODIJCTEVALUATION DOCUMENT(P,E.D,I:
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 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� this
<br />Evaluation Report, `""I"'1R A. ')'•re.
<br />'ur,,,,
<br />41 \,\C EN,y ' � -,
<br />r , No, 44167
<br />-� fig'*• * :*
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) $71-1530 -
<br />PiWDUGTEVAL,V.pAn0XREPDXiTffs NQ na.D
<br />22 ITS REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAB
<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 08109/1996, #96-570 dated 0911811996.
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports At 2032 dated 04/16/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signod and seated by Edmundo Largaespada,
<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 ENGINEERING CALCULATi.CIRS:
<br />On 20 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 Ir accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc..
<br />dated 11103/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P E.
<br />I -MISSILE IMPACT-REMSTANCE:
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAB 201 Protocol.
<br />4. WIND LOADS RESISTANCE:
<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, 19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11.
<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—INSTALLATION,
<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 />(P.E.D.), drawing No. 20-176.
<br />\LENS • ✓9',
<br />,,JA 167 ,
<br />, * : *
<br />-S
<br />TATE OF � '
<br />F(m0'. ...,It;":
<br />GENERAL NOTES: 03) M CASE THAT PRECAST SICK. OR PRECAST COW:RETE PANELS. STLACCU OR WOOD BOARDS K FOUND ON THE
<br />(ylyy,=94ABIL- -PA" EXISTING WALL. ANCHORS SHALI BE LONG ENOUGH TO REAW THE: MNN STRUCTURE BEHIND SUCH PANELS
<br />, STORM PANEL SHOWN ON Ito$ PRODUCE EVALUATION DOCULMEM III HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 9.1) AND IN G2).
<br />ACCORDANCE WITH THE 2D10 t7M EDIIIDM) OF CIE FLORIDA BUILDING CODE (C) M HAWK IVDOD IMIN SPLL '?AIMu• . 9.iS. ali
<br />DESIGN WIND LOADS SN4L eE oETUMM AS PER SECTION 1620 OF THE ABUSE MENTIONED CADET, - 1/4•• TAPCON ANCHORS. AS MANUFACTURED BY I 1 W BUROEX, INC.
<br />PANEIMATE TCMAtf PANELMAI( PLUS
<br />`OR A WIND SALTED AS �r /1E .AIMACIIUM WN(IE 7N63C SHu11LRS W41 BC INSTALLED AND - r14-10 IC AND ANCHORS. AS MANUFACTURED BY E1G0 CONSTRUCTION PRODUCTS
<br />Hce A DNFCTIONA, DIY F RA.D. b. VS/NC A�:E 7-18 AND SHALL NOT EXCEED THE MACMLIY (AS.D) - 1/4NAO SCREWS PER N 0.5.
<br />_#
<br />DESIGN PRFSSUR RATINGS MEDICATED ON S1EEA 7 T1rB1 12, I., 15. Ia. 19 r 20 - 7/16Y r 5/e• WIx10 BUSHING. A5 DISTRIBUTED BY ALL 1'OtNi SCREW. BOLT r SYEIJLtt CO.
<br />IN DROER To VERITY' THE ABOVE CONDITION. UETNNTE DOION WIND LOADS DEIEAMRtED PER ASCE 7-16 C 1) MINIMUM THREADED PEMEIRATIOH INTO W000 OF TAMON ANCHORS SHALL BE 1 1/7- AND 7- FOR ELCO PARUWTE PLC:
<br />SHAD. RE FIRST REDUCED TO AS D DESIGN WIND LOADS On MULIMI 7ING THEM BY 0.6 IN ORDER TO AND PANUMAlf FEMALE to
<br />COMPARE EHIUM W/ MAX (AS D) DCSICH PRESSURE RATINGS NDICATEC ON SHEETS I THRU 17. 14, IS, It, 19 A 20
<br />C.2) /N FRAME UNIT SHALL ' 1/7" IHRGOm
<br />AMOK DA LAC SIDEE NAS
<br />IN UAOLR TO VERIFY THAT AlM:H7RS UN THIS P E D AS TESTED WERE NOT LIMA SIR SStp, A 33% INCREASE IN ALLOIFAQC $PENWU4 IO
<br />INTO STUPENCCO AR OF T ED
<br />STRESS rOR WIND LOWS WAS MDL USED N FHOR ANALYSIS FASTENERS' SPACING TO WOOD WAS OLEN O(TIRMINED IN PCKTIATION INTO STUCCO SNK. BC CONSIDERED As PART a THE REQUIRED THREADED PENLTRAi1(JN
<br />ACCORDANCE WITH N.D.S. MITI. It3) MINIMUM EDCE DISTANCE a LAG SCREWS, INTO WOOD SHALL B! AS INDICITM IN MR DRAWING
<br />STORM PANEL'S ADEQUACY FUR IMPACT AND WIND RESISTANCE t S BEEN VCRIREC IN ACCORDANCE WTW SECTION 16" OF
<br />ME ABOVE MENTOKD Coot AS PER HURRICANE ENCINEEMK A TESTING INC REPORTS 90-569.'"i R %-T3o AND L.4) WNIMIM AE7tTMiION OF WOOD BVSION SAKI RE 5/B/' 1/4' 200 XCriS AUSED � BE 1 ,/Y LONG MINIMUM
<br />rEMSIRAl10N TESI9NG LAB INC. REPORTS F20J2 A 02126 . AS PROTOCOLS TAS 201, TAS-702 AND TAS-203 SHOULD STUCCO O'I, AND 1• MINIMUM FOR ON I WITHND STUCCO
<br />AS -,ELL STANDARDS
<br />BOARDS AN LEST W Of SOUTH FLORIDAFLORIDAWPMI0219.01 -09, AS PER lA5 201, TAS IU7 ANDST
<br />CAS 203 STANDARDS C 5) IN CASE THAI PRECAST STONE. DR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOAS BE FOUND ON THE EXISTINGWALL.
<br />A4011 ORS SHALL R LONG ENOUGH TO REACH ME MAIN STAUCrUR( 6e,IND SUCH PANEES
<br />2 ALL ALUMINUM E-. TO 6063-76 ALLOY AND TEMPER. OIHERWI56 NOTED SEE SHEET
<br />EXTRUSIONS 6E (UNLESS ) 2 ANCORAGE SHALL (E As MENTIONED IN E 1). c 7) a C AL)
<br />3 ALL ALUMINUM SNELT METAL USED AT CLOSURES SWILL HAVE 3105-414 ALLOT. (0) ANCHORS SHALL BE INSTALLED FOLLUMNG ALL OF THE RECOMWNOAOOW- AND SPECIFICATIONS of THE ANCHORS WWUFACMFCR
<br />A P SAKI FM ASHY M633 50 C-ea
<br />ALL STEEL SCLLTT ILlA/ PANELS K STRUCTURAL Ot4K1TY STEEL GROVE IRNIMUM.
<br />6 PANELS MAY ALSO INSTALLED HORIZONTALLYNSIALLATION DETAILS SHOWN On SECTION s MRCIGH 10 (SHEETS .
<br />GALVANIZED STEEL IXSDNATWN W/IY- 56.5 II•A (MICA ROLLED). /INOIAGN e) EXCEPT THAT AGERS � r � SHALL N01 BE USED
<br />U SHALL
<br />i R 1 AM COAL CARTOON •I - PER 5 Al x11EW3 TO 6C S1A91Lc55 STEEL 304 0 3 6 NE SHEES OR TH EE CORROSION RESISTANT COATED AABO - LLL Or 9 R OF tNF CONTRACTOR 10 THE Or THE S1PUC7VNE *HERE R TO BE
<br />BE R4 RESPROSER
<br />SOf1171 N/ 50 IMP YElO STR(NCTH AND b hM TENSILE STRENGTH R SHALL COMPLY W/ FLORIDA BUILDING COnC
<br />ACHE M
<br />ATTACHED TO NSURF PROPER ANCMORAGC T1145 SHUTTER $HALL ONLY !# AnACHEn TD CONO.f1E BLOCK OR W000 RNAAC
<br />Si SHUTT K4,1 HE ATTACHED DICK,
<br />STCTION 74t, 7. 3.4. B1AL0'K.5.
<br />e BOLTS TO BE ASTM A-JO7 GALVANIZED STEE1. OR NS 304 L3Y. S STAINLESS STEEL_ WON 16 L YINIMLM „LLD
<br />A0. i PANEL WITH LE T THROUGH 1 -4' R SECTIONS 9 , RNAI 6W,
<br />51RFNGIH EACIA REGULARS CAM TINE NG INS OVER T RWA 1 AS RE 6, A. • 0 AND ALOE NES
<br />WTI A IOW ON 5NftPA 3, 6 A 12 RF5PECENEL I SHALL HAVE A LEGIBLE AND READILY VISIBLE ARNIING N57RlK:TMG OWNER OR
<br />NAIL ICY M5
<br />ANCHORS 70 WALL. SOUII. BE A5 FOCI (JARS 1TKAM TO SECURE PANELS WITH APPLICABLE REINFORCEMENT OARING PEINOUS OF NURNCANF WARNING
<br />(A) 19-M511119 PGSIMC C91£«IKTI 11 THE INSTALLATION CONTRACTOR IS TO SUL./CAULK ALL SHUTTER CUMPWNI EDGES WHICH REMAIN IN CONDNVUU5 OONTACI WIN
<br />- t/4..TAICON ANCHORS AS MANW ACTURLD BT ITN HALM OEX. ANC (41. 1,.-3197 p.,) THE BUILDING TO PREVENT WARD/AWN INTRUSION
<br />- 1/4' • . 7/e' LAM% --IN ANCHORS. AS MANUFACTURED URED BY DEWALt INC (MIN. Vc-3o00 p...l.)
<br />- I/:9 IT3/4• SOLID ANCHORS, AS DISTNIBUTm BY All PLNI SCREW, HOLY • SPECIALTY CO 12. WORM PAID. INSTALLATION SHALL COMPLY WIN SPECS NUICATED IN THIS ORAWINC PLUS ANY BUILDING AND ZONING REGUUIONS
<br />LID
<br />PMOV"D Of THE JURISDICTION WHERC PERMIT IS APPLIED TO
<br />(Mtn. rt-3000
<br />- ii 10 PXA IE FEMAIE D W PANELMATE PLUS AN:IKMFS. AS MANUFACTURED OY ELCO CONSTRUCTION PRODUCTS. IS. (e) THIS PRODUCT EVALUATION DOCUMENT (P IF D ) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PWACL *r0AMAHON
<br />(MIN. 1't.3300 P+;) FOP A SITE SPFCRIC DDOJECT, I P. WHERE THE SIR CONDITIONS DEVIATE FROM THE P E.0
<br />• 1/4'• CF TAP-0RW ANCHORS. AS UINUFACIURFD BY-RU-TAST CORPORATION l''c-3600 p.P.,)
<br />(e) CONTRACTOR To BE REWW54KK FOR ME SELECTION. PURCIUSE AMC NSTALLATON INCLUDING LIFE Sh"n Or THIS PRODUCT
<br />A 1 MINIMUM EkWOWNI OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , 3/4': 2' FOR PANELMATE FEMALE BASED ONTHYS PE.D. PAOVQED HE/SHE DOES NOT OVAIIF FROM THE CONDITION$ DETAITED ON THIS DOCUMENT
<br />0 AM PAME"TE PLUS AND 1 1/4- FOR CF TAP-GIAP ANCHORS CONSTRICTION SAFETY AT SITE IS TK CONTRACTOR'S RSPONSBO ITY
<br />A7) CAN -IN W SOLO-Sn ANCHORS SWILL HE UNBOED 7/• AIT0 ME PMAKO CONCRETE R NO CMx04[N1 INTO
<br />A (<) 7M15 PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAIAIF MODIFIED
<br />STUCCO SHALL BE PERMITTED 1/4' e20 SCRES USED BE 1 1/2' LONE MINIMUM 5.MLD STUCCO EMI•
<br />NO I- MINIMUM FDA WALLS WITH WJ STUCCO. AND MAY OF HEADED 7.'REW5 OR ALL FNRCADED SCREWS W/0 HUD. (FIT SITE SPECTFHC PROJECTS SOIL elf PREPARED OF A FLORIDA RGIS,FM ENGINEER OR ARI01RECr WHICH WILL BECOME Ft*
<br />BAIT WITH WING NUTS ENGINEER Or RECORD (C.OA.) FOR THE PROECr AND WHO WILL BE RE5PONSIR0, FOR IK
<br />PROPEA USE OF IHE P.EO [ENGINEER OF RECORD. ACTIN. AS A DELEGATEDM DOWER TO E
<br />L A 3) IN CAITHAT PRECAST STONE. PRECAST CONCRETE PANELSER , PAVERS. STUCCO OR WOOD BONGS BE FOUND ON THE Of D ENGINEER, STWl SL I TO THIS LACiR ME WT SPECIE%; DRAWINGS FOR REVIEW
<br />EXISTING WALL OR FLOOR ANCHOR" SHALL BE LONG ITMOLIGH 70 REACH THE MAIN STRUCtURE BENINO SUCH
<br />AMAQS ANCHORAGE 5NW L K AS MENTIONED IN A 1) AND N A 2) (.) THUS P E D. SHALL BEAR THE DATE AND ORONAL SITAL AND SIGNATURE OF THE PROFFSSONAL
<br />ENGNEER Or RECOM THAT PREPARED R
<br />(19) t0 L,IATNG L_wCRFTr-BMDQ•._WALL.. hfia.;'_isD 11 SH MAMFAI.O IABFV S4 BE lOLA1E1 (IN A FERMr NSBIN LCODE0N STORM
<br />- 1 4' • TAKON ANCHORS AS MANUFACIURE0 OF I T W BUILDI INC
<br />/ PANEL SHl1TTAC N OREVERYWIM SECTION 170O C OF FLORIDALOI HBUILDING COOS. OF LIBEL
<br />EL S ACCORDANCE S E
<br />- 1/4' 4 a ANCHORS, AS MANUFACTURED BY DCMALI INC (MIN. LT p.LEY SHALL !IF PLACED FOR EVERY OPENING. IABCLIIRG t0 COMPLY WITH SECTOR liO9,8.2 OF ME
<br />4- S UO-SCAOI-4N
<br />41E S0
<br />- 1/+•e F s/.' S0.ro•SR ANCHORS, AS pSTRIBUT'FD BY Kl POINT SCREW, BOLT • SPfCLALNY CO rLORIOA BUILDING f_170E
<br />(MIN. I't.IBW P.F) MIS DRAWING SHALL GARY BE USED To
<br />- #14-10 PANELMATE FEMALT O AND PANILWTE PLUS ANCHORS, AS MAWIFAM, 11 0 BY ELCO CONSTRUCTOR
<br />PROOUCK (MN. Ic.2071 P.,) 00,4411F111114FN...4 OBtAAJ PERMITS M THE STATE NE FLORIN
<br />I/4' • C'F TAA-CAIP ANCHORS. AS MANUFACTURFD BY TW-FAST CORPOµTION ,PP�tER A. T11C/'D,1�
<br />' l
<br />FLORIDA BUILDING CODE (High Velocity Nurricons Zon6
<br />B I) MINIMUM EYPEtVIElr DI tAPCON ANCHORS. ELCO PAIClMARS AND a rAP-GRw ANCHOR. I,RO TIIF. r. ,•' `\('4' Y
<br />BLOCK JNR SHALL La 1 1/4• c .9mG,Mroe. INC 20 GAGE GALVANIZED STEEL STORM PANEL I'
<br />No. 4 167 — e.
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<br />0.77 (iKN_IN • S01_ID-SET ANCHORS iF(Kl BE EYBF.00E0 7/6' INTO ME CONCRETE &ACM IJNR NO E O
<br />INTO STUCCO PALL BE PERMITTED ,/4. 4-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHAM If SIDr.CU II � ""/ &/WWp
<br />ENS. AND I• MFwMUM FOR WALLS WIM No STUCCO £,I••. GLOBAL PROTECTION PRODUCTS. U.C. B,R
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<br />INTO EXISTING__PQURED CONCREIE-0 CONCRETE BLOCK STRUCTURES
<br />CONCRETE 1144'ORS
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<br />I FER • . a2 COMCFX 1 '41O,ORS
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<br />ALTERNATE
<br />ffilfiff MOUNTING
<br />scxl3/e-,
<br />E.D. - EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />SHEETS B Q B)
<br />NOTE FOR CDYj,ON OF SCTIONS.
<br />TOP N BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSIA. LATION
<br />FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone
<br />01020 TRTCCO. W
<br />ZD GAGE GALVANIZED STEEL STORM PANEL
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<br />GLOBAL PROTECTION PRODUCTS, I.I.C.
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<br />20-176
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<br />MWEDUC'T PYAr UATION REPORT NO. 10-0721.01 1
<br />6. MATERIAL CyARACIERJ$TICS AND SPUCiFICATIONS:
<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, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />7. LIMITATIONS AN CQNDITIONR QF USE:
<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 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tiitece, Inc. 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 of the Florida Building Code
<br />7.3. Product shall only be installed Into poured concrete, concrete black, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />A1°�' .: 1CC/,; �",,
<br />ys .• �CENSF ••.. i
<br />' a Rio. 44167
<br />--fir-STIN!__ [*c
<br />i'Ae ,.e _-o'-. STATE OF ","IT
<br />'F......1HnEU11L11
<br />VEATILL
<br />DA TILTECO AOMON RECORDS t P. E. REPORT.20 E GLOBAL PROTECTION PRODUcrs, LLC I20 GAGE
<br />GALVANIZED STEEL STORM PANED ORWO W 20.178 E REPORT 4 YO-072B4O1
<br />TIC o IIV�
<br />TILLET TESTING & ENGINEERING COMPANY
<br />WALTER A. TI LIT, JR, P.E. tilteOo@WLCOLn
<br />PROD CT VALUATION REPORT M.P.r LINNaPN, 44L6'
<br />EL C.A. Upena V, 7MM.19
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: GIQWPiotectlon Products. LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1,_.P14RPPPO,5E__QF_ EYALW1Q1N.
<br />This is a Product Evaluation Report issued by Walter A. TIIIIL Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />51G20-3, Method 1D 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 />been verified for compliance in accordance with the 2C20 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. EVIDENCE S-U—SWIT &
<br />2,1,.PRQVA GT EVALUATION DOCUMENT (P,E.D,j:
<br />Drawing No.20-175, titied "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 intoR,k*gI T0irM,Is
<br />Evaluation Report. °`,. ER ,E.:. ! ICL/T',
<br />�`"�.,�\CEN- iz,Qs
<br />54AA* _ * E
<br />/r y_ o STATE OF -...:�
<br />,,'o�� ,oCORl4ae.-\,;rN 8
<br />6155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-19] � q(3�?aE-1531
<br />COMPONENTS F4R REGULAR do LIFE SAFETY STORM PANELS
<br />(SCALE 1/2=1-)
<br />1
<br />-LIMB' (TOTAL WIDTH) - - _--- --- ___-------- Is I9r (TOTAL WOTH) _ _,
<br />-_ .__. _ -.-.12.500' (DETECTIVE RUTH) -. - I I
<br />-p--.---. I r ._-
<br />S3eR ` e 1/4 ___. + �. 1 -._.. e.7ao t35p•-.,i'^.eDO'
<br />�.. 1'T'• _ (- ✓ .I' 5
<br />I ! r•t 350 -• 0.036' WN. THICK �
<br />',
<br />•� ,
<br />_.", ♦ - - - - 1' GALVANIZED STEEL ,/ .,�
<br />1.
<br />It - ASTM A-653 r
<br />._ �AT,S' O.ow YN r4a "DENTED • 1It� /I I 2:lSY � G�NIo rAtV E�OGE� �, � /
<br />✓ f Cl
<br />/ f / !:;,'____'r_\'\"
<br />CG LVANIZED STIM EDGE 7' I
<br />` F1.0pp
<br />' I.oI00 .2 ' A TYP.
<br />MM
<br />I' MEIIMEDn,� 50 L OCTAr AJ IKTAa L,
<br />AE ACAEV [„REAM A 4e B
<br />I
<br />I, 1
<br />- - _ 6.250' _..------1.350-
<br />(1) STORM PANEL (g END STORM PANEL
<br />_` 2.1Br---
<br />y( I 30.
<br />- 2 terms
<br />1.Ie]__
<br />tL 1�� �emMS ,iD�•SE%S .,25-
<br />- - .750-._
<br />W/ AeIMI[D EDGE '- - V .100' R 4 I TUD RNFTCD SS. STUD RAtTE➢
<br />.ale•-. I i f -- rc ro I j oec
<br />04
<br />AMQi OOV ,.1 100' 1 t1,' •,'-•�11,�
<br />� � ._ tO.OM' l.375',' .DST •DBJ' 2.000' t.0D0' 1_',SOIL'1.115' =B• 9J9' S¢
<br />"+"11350'
<br />� . I.t 5• A93' At375' 1 WAI..L4.44_ DETAL 1 1
<br />_ J R0. ]M • I iI 1 I175' ". 1 ,"-
<br />I.-._..1 I- W -,ZINC 5 YR, I.SOD 1.3ao
<br />ISOMETRIC VIEW DETAIL A _ _ _2,�•?D_.---2.00D' .
<br />,L�'R
<br />POUNDED CORNER O rNOS Or PANELS ,1w /,� END UP W( HEMMED ED{7E. (� 'h' HEADER O ry- ►•LEADER ANGLE (4 ANGLE WITH STUD 4® ANGLE WITH
<br />�J
<br />("Ts> REVERSE STUD
<br />--- I WJKS
<br />SEE ov.
<br />F_J 1/1. • 2/14 11344' .374' ,�. 374' -, ,.•'D• ._
<br />l ' .390' L ._ - NK PANEL CDGC .I " ~ ..) f1BB'�. �.- ,, 310- 1 170' � i/A ti-S110m W. SFVID TD
<br />1 1 .., •.tE--�
<br />IAOT'T 06]'8_/ � e25. 370- -_3«4 �...( .666' 16Tn' I ANCli. 12 I/1'oc
<br />1 I�(1
<br />390' 1 GM3" 1.67E • \ta 1.5w- E----i
<br />! 1343"
<br />. ,OLE Me ' `••�__� . I t OB]' l .OBY j. , 015' 750•
<br />\\
<br />B6L/,,,Is,
<br />95 )' I �... 1 --R.1 JAW' I I '
<br />EVrrW OCATI10N AT
<br />7000. O KEY HOLE WASHER anr• 2)a - --;)
<br />_ 063, © 'F' TRACK. ANGLE 6/ 3/8' OF" TRACK (?) FLAT� PLATED
<br />0.03r (MIN.) - - 094' WITH STUD
<br />- - -
<br />OALVANIZED STEEL - ,EPHAI-I11141ry,
<br />PIN Tit
<br />M- ,s IDm I , _. . ` -i t.I .Zp . �CENsf.-T Ti'--�
<br />37SY 38`0 e75'• s
<br />I - I No. 44167
<br />___ _1 ��. ;
<br />I f- . * _ * : * FLORIDA BUILDING CODE (High VelocityHwrlcona Zone
<br />T3tYP►� sortNMN
<br />7�• 25-- 1e-,: NICKEL
<br />LNUT [DO[ or PANEL -09; STATE OF T ALC t cFD7D nTLoa 'c- I 20 GAGE GALVANIZED STEEL STORM PANEL NyW, N,
<br />zyO,e,- (ORIo'r.•,
<br />- 2000' - I © KEY HOLE , # r
<br />AT PANEL �A„S r.TOrJAt� GLOBAL PROTECTION PRODUCTS. U.C.
<br />.vim`
<br />AI HNNNIIMII IL E C O INc. NTOD 4. SI 1
<br />O2'X7 Xt �4' KTOUA,ASLY, USE WINO HIn W/OUT 4, ,, T.-r s.F> N MH[. R A ( ALUMINUM ANGLE MoRolnc 1MJKI1 W/ AmmoNAL ,�=-.W,= •F-=�y� W a[ tvSFNe•-7w.FA (vwYr-nA7 J20-1
<br />• 7/rw/s2' WAS,[. (STANLIIS -- a-omn+vPL XAL/s,ONFITAME/1Pn
<br />rm ON MCIEI PU1LD STFn) WMTOI A TO411 x- pf -
<br />„
<br />INSTALLATION DETAILS FOR REGULAR PANELS (j����I DO-0.02L EMI FOR INSf'4�`IN PQl1RED ATE
<br />INTO, EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TURES E &M OR WOW
<br />[[MA N OR 1-1.E ICA,IE RI. CONCRETE ANMM r"L,`9-�� /e•Y�F' F YAUD FOR REGUAR._UF._ 1_ANQ E Z HANG STORM PANEL SYSTEM
<br />i PALILaMIT nos 09 C, ,AP -GNP rSE. SCHIEDIAE - rY0 MR /' v+_ .
<br />1
<br />ON StIFn 9 • e) � I.
<br />YN. /p
<br />, -" SQ KNE Ui
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<br />I,lplltm \ 1 -R w am - V�
<br />1 eleee 1 1
<br />0. I t : able � P A• NM T II---�®
<br />wn
<br />I 1
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<br />eNLrJ_W
<br />111H---'''
<br />i I CMSTINO PWNm 1 ly �j.N -}LEWt 1 � _
<br />I CONCRETE OR 1 1 P �E--II L�
<br />1 I CONCRETE BLOC. 1 1
<br />1 I b R0u9tm. 1 I _ __ On _
<br />I 1 ' I � CARE A LPL.AM� V.; 4 Ix
<br />,
<br />4�r-s.r rt W3W 1 I W CASE B (PLAN)
<br />i .
<br />I,R , SCNL .,/1e-I•
<br />ITm N
<br />•-
<br />M P 7X G` --1 I _ /Y
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<br />lvm ROW F
<br />-� 1Rt10. 01A r l 1 Z ,,T�'• a LI y„7]• SARI �1� NLP-1. I,-N p
<br />to M1IMA7 I I—Fw Lai IY7wat..tlw__ - ; � C t �„ ��iee,�N,-�°%- ,.� -. 411E I ".
<br />' As6•R (l�.dk � ,
<br />JrTW
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<br />, 5
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<br />`. i i I LVte• fILC I war
<br />1
<br />i ;I
<br />1 1 — r..- .m, ,w
<br />COKILLTL OR POURED E D. 1 '
<br />OR I 4 _- i CASE C,,,(f ")
<br />Cac.nr ID
<br />"Amon [(STING POURER o•A 1 SCALE 3/1M+' CASE D (PLAN)
<br />I CONCRETE no 1 SHALL 3/15-1'
<br />1 CONCRETE OLOC .. '/ Ip..t/ THAWo 4-
<br />1 RCOUIRFp � ,. i2 ' �!/ ps •- IrJ:''. TY \ � I.M�• win rya°, f"a!-_. .. °WI oir.IWo..1An.uFW •.
<br />=. AwMel°4eiE�6tt O -- — Ra et 9M "r :« ..X- ' " li..� °" A
<br />PLUS OA CF TIP -amp GbrJSCE AI160R5 `/ 4 -
<br />i
<br />(sE[ x�aAr w ,'
<br />BI�QTS D•' %,am a THROUGH /) �'
<br />BUjt,( OUT N /
<br />I -I
<br />MO�NG
<br />SECI1411 jL.lI • WmN �17 WI
<br />_.I.l
<br />SV.Lf 3/R_1' SCAtt 3/6-1-
<br />�1.
<br />met of [xIING •NEW t • WIDE . v,,mf3 , 1/�' E.D. -EDGE DISTANCE /; . a
<br />OPENNNG THEN ALUM TUBE OR 1' • _ (SEE SCHEDULE CNN `-f•If.�iE.i 1tjT�Y1dP! )(Pd )
<br />L SCALE
<br />CV57,KG STUCCO/ P T W000 PLATE SPACER i ,' SHEETS B h B)
<br />.
<br />WOOD BAND (a)
<br />% 1
<br />, • NEW 1' WIDE . VARIES . ,/A- ; �••' .
<br />NOTE EDR CD]11tAfI0N Or SECTIONS2
<br />. VOTESI
<br />AULAV TUBE OR ES
<br />l P WOOD MATE" CER I
<br />:,LINO iRMCK I TOP AT BOTTOM MOUNTINGS CAN BE
<br />C�„Lh ACNns I COMBINED IN ANAL WAY TO SENT ANY CASE E jPUN)
<br />,,, •' f5U SO+MUSE aN I INSTALLATION SCALE 3/16-1-
<br />SKI a TIMOULII 6� • ; 'RACK Cant
<br />.- -
<br />A
<br />'-' ''•
<br />_ - EXISTING POUR('Q y1 F' .''•✓6' FLORIDA BUILDING CODE (High VelocityNUfr1CTHR Zone
<br />-OWLAR Np/IO-�-- COW101 [ OA -' I ,TM ePNcel yD'GiN W r
<br />on 6amAE 1 , 2' MA CONCRETE 111. / fOVK�01�9WAIK'ITDII'A10MNtR L PmTo ,Irz1�. 70 GAGE GALVANIZED STEEL STORM PANEL r.
<br />/
<br />_
<br />ON H>Ql e • q Jf M.. REAMED. IeOo`1 .DO" E ,• NO 44167 .. =
<br />x` SECTION X-X s * i * - r " --- p,/y/Ep,.
<br />'y'Z"°'�=�'' PRODUCTS,
<br />XALr 3/6.A• -.e.. I.I.C. NAL:
<br />��1__T_T_\GLOBAL PROTECTION
<br />DETAIL FOR SPACERS REQUIRED AT TOP OR i 9 . S TF OF !" .._- 4moll. 51 MIT
<br />QQnQj`_TRAGK` LJAGENT TO ¢ ' -- , RID* . A� " Fun oAw n nil.
<br />T1IGC0/WOOD BARDS F • .MN n y,« ,ww-E 1NH)4e•-7543 FW fve+).ev eN7 20-176
<br />,- j •• f( +.. W. nT-Au :"wlm-,AA F..1 IT YAwa.
<br />- A4jSN IIIAI IIHNA'`OVI /PdNiWIEJWtt WFLTP N.RELY 19.1i1 3_. _ w FRn s a 16
<br />PRODUCI_EV LLAIn .N RR11)RT t14, 20-0,727.w 2
<br />22IESTR€P_QRTS,
<br />Large missile impact load tests were performed under SSTD 12.99 standard as
<br />per section 1600.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section17 r A 9.8.3 0 , per STAR E-330. Test reports prepared by American Testing
<br />Lab of South Florida Report # 0814U -01dated 0311
<br />1102 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz. P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.E- Large missile impact and cyclic
<br />loadings per Protoculs 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. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc , dated March 13. 2009,
<br />signod and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. IOKII318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3-3TRUCiURA1- ENGINEERING CALCULATIONS:
<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. Calculations prepared by Tilteco,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3A_M1$51LEIMF
<br />ACIRESISTANCE:
<br />Large missile Impact under section 1609.1 .2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4 'A N_p_ LQAQ$ R_ ESI$TM(;E:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall bo as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall I\- as indicated on shoots 5, 9, 10, 11, 13 thru 16
<br />and 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />A"
<br />Nip," ALA 111 /-Q
<br />NN
<br />�.-`�,\CENSF 1,
<br />/ = STATE OF "cr
<br />'•, 1 t) w c
<br />I.
<br />R%yd�F. F 0R1 P .•�I
<br />y''�tli�ONIALEE ,A�N�
<br />PR 17 ACT EVALUATION ItE:I'VR'1• N0.. 1,0-0727.02 1
<br />5 INSTALLATIQN:
<br />Installation shall be performed strictly in accordance with details indicated On
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13. 14. 15, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />6, MATERIAL CHARACUMSTLGIS_AN"PPECI.FICATI0N$;
<br />Shall be strictly in accordance 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 shall be as Indicated on sheet 1 of 18. of Product
<br />Evaluation Document (P E D.), drawing No. 20-175.
<br />7F LIMITATJ0N_ ARQ_rAMD_I.T1"5 OF USE:
<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 (P.E.D.), drawing No. 20-175
<br />prepared by Tilteco, Inc. and signod and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as damned cn 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. Tllllt, Jr., P.E. (Florida License
<br />No, 44167), President of TlReoo. Inc. (Florida CA-0006719).
<br />E13EunlllglTr
<br />,�A144,tiP A. Tl�lir""-y,
<br />'�� 'CENS,�''✓�'-
<br />/ _ *=
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<br />O:L Tit I CCO ADMON RECOR06I P L. REPORT.201 GLt9'13AL P O4m, ,, P), UCTS, LLDk gi9AUC
<br />OULVAMZED STEEL STORM PANEL I DRWG R 20-1761 REPORT 921I-0727.1� ,P'•. 1OR10 .'\a r
<br />'%.- 50 X1.EaC1�•
<br />'OFnlaniRlldl
<br />1/4, 2/4. 3/4, 4/4. 5/5. 7/5.
<br />_111110.tw/10, 2W/10, 3W/10, 4W/10, 6/3
<br />5W/10, 6W/11 k 7W/11
<br />Y AAAX ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS B * I Y MAIN_
<br />1' MIN �'-' - "- '- FOR WOOD SEE SECTIONS ON SHEETS 10 W 11 -' 1' ."
<br />+ T o / o
<br />O O' O ®, ( o ,- r T 1 �"I -- 1-'T T--T - - 1
<br />D.M.. 2 3 4 �---r- T- r-- �•-'T- I 1
<br />. I
<br />"
<br />ONO'®+®•© I/
<br />/� / EO
<br />/ V
<br />' a_ TT_=____9
<br />UNMO Y PANELS BOLTED PANELS E9/ ,/4•-20,1•
<br />Y.S. BOLT W/ 7/B' . 3/32' 'A
<br />(SEE SWTOG O EA. OVERLAP
<br />APKrA$1 AS
<br />(BEE IM:CTIONS AS APPuCABLE)
<br />... .._L_J_1__1 _ I ► I Imott'' I
<br />�
<br />_ .... _.. _. _ ; .. ..P ._ ETD d3
<br />/WO.
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<br />o _ -- o -- -- -
<br />IT
<br />oI
<br />-1---)
<br />.--3,=--.t 1/4. 2/4. 3/4, 4/4, 5/5, 7/5. I'ko -•
<br />1
<br />-6/5
<br />I
<br />1W/10, 2W/10, 3W/10, 4W/10,
<br />5W/10, 6W/11 k 7W/11
<br />ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 6 • D
<br />- I oR WOOD Sri. SECTIONS ON SHEETS T O a it
<br />REGULAR STORM PANELS' 1Ac 16 J 11.E_Y�U9N
<br />N i '-,
<br />2.67" I/: MFn. GAP
<br />(WN T7~ -1 !Lw WARILY)
<br />10 I
<br />A' _
<br />-II
<br />,/4. l yA-"" T M�
<br />WAY. GAP
<br />��4 A,,, [/lFA++y
<br />��
<br />- ® L 1 7 ??y�Z : -` EN ''• '9- `k._ FLORIDA BUILDING CODE HG h VelocityHurricane Zone)
<br />`/ .:
<br />'T
<br />NO 44167 = e,00a NtrAa. IK 20 GAGE GALVANIZED STEEL STORM PANEL oR. WI.
<br />SECTION —At * . '`�,�'`,, r GLOBAL PROTECTION PRODUCTS. LLC. °"MR'°'°
<br />NIS 'i -_ ATE O� .•� -- 1 LE CIO O nti «aa SR " PRUT
<br />z 'Y ' R T�.FR-Ho a tw o,,wF. iL. ln, 4
<br />--,i�,FFS. OR(_bcN r ml.Pr� I�r., 41WR..,- ENNO waHc L9e.)w «v. FA, (-)M-RN7 z0-17
<br />0""N'�
<br />S NAl _ u-aanTlt
<br />W,M,1
<br />-.-Aig ICIIE
<br />NHN WMTILA . `RVI Y P.L - - Elm ] N N
<br />INSTALLATION
<br />DEIAILS.. FOR REGULAR PANELS
<br />do 16
<br />INTO EXISTING POURED
<br />CONCRETE OR CONCRETE
<br />_,'
<br />BLOCK STRUCTURES
<br />POURED CONCRETE
<br />vpUR[D CONCRETE
<br />_-OR
<br />_. PJxeED CONCRETE
<br />OR COART IT BLOCK
<br />^_ ANCHORS. FOR CONCRETE SEE SO4CLLE ON SHEET M ._ _
<br />I FOR OECD SCE SECTIONS ON SKP 12 -
<br />Y YOi.
<br />OR CONCRETE BLOCK
<br />Rrow"
<br />OLRIGRLTr ANGIIDA
<br />pNCRC7E RLOCM
<br />REWJM
<br />RLIXRREO
<br />3 MeY 7.e)-
<br />� 1. 1•n (MN TIAIRM_ 11144E VALLEY) 6. / p 6N1 W* I' MA
<br />(sit SdKOUIt ON
<br />FNTL A.C.FOIte
<br />("-- bra mNFDUIC aN
<br />GONORM Nome"
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