|
LEPIOjtjltO ".472LU 2
<br />/T Lk'RODUCTF++1'.ALUATION
<br />ECQ INc.
<br />TILLIT TESTING A ENGINEERING COMPANY
<br />2.2. TEST REPORTS:
<br />--- - _
<br />WA TT=R n ri%uT, in:, PE aCya
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />IF.cnm
<br />FX. L
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />PL c AY`L„ru..KY N. D11M! 9
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/0911996, #98-570 dated 0911811996,
<br />PRODUCT. EVALUATION REPORT
<br />#96-T30 dated 0912011996, 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 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No-
<br />REPORT NO.: 20-072111.01
<br />0219.01-09. dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, ZOOS,
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E,
<br />PRODUCT SUB CATEGORY: Storm Panels
<br />2 STRUCTURAL ENGINEF,RINCa_CALCllJ,9J1QN$:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />MANUFACTURER: fdlnbalP M10131 1ILP" II&II&"
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc.,
<br />4800 S.W. 51 Street
<br />dated 11103/08 and 03/12/15, signed and sealed by Walter A. ' illit, Jr., P E.
<br />Davie, Florida33314
<br />1AYAMPQSE OF EVALUATION:
<br />3 MISSILE IMPACTRESISTANCE:
<br />This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method I of the Florida Department of Business and
<br />YVIND LOADS RE3ISIANSEIs:
<br />Professional Regulation.
<br />20 Gage Galvanized Steef Storm Panel has been verified to sustain wind
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />been verffied for compliance In accordance with the 2020 Seventh Edition of the
<br />16, 19, 25 and 26 of 26 Product Evaluation Document No,
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />20-176, Maximum Anchor Spacing shalt be as indicated on sheets e, 9, 1O, 11,
<br />o on sheet 8, 9. 10
<br />at least equivalent to that required by the Code.
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect Its limitations and conditions
<br />A�N$TALLATIO�l;
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED:
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />2.1. PRODU1EYALUATION DOCUMENT(P.AE,DA):
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />Drawing No. 20-178, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8. 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />sheets 1 thru 28 of 26 prepared by 7illeco, Inc.; signed and sealed by Welter A.
<br />(P.E.D.), drawing No, 20-178.
<br />Tlllit, Jr., P.E.; dated 07/2812020. This drawing Is an integral part VP,1s
<br />Evaluation Report. ,t01"' f,[r,,
<br />A:...
<br />N1"ti,W11111riHp,
<br />\\\,.a��R A T/(L/7Av",
<br />N,``Q�ZE . /,, 4*
<br />,. �•• ' ✓9
<br />Q. ,. ��
<br />: ' \CENSF ''. 'sa
<br />�\CEN,p
<br />-.r-- I�=,.,. Na 44167 i
<br />—,
<br />_ „c_—Z'�'',-At 44167 �
<br />STATE OF :'�
<br />SS�•..�.gy.. •
<br />:, O' ,•, F(0R' It).Y:��le- �4e
<br />'•,FSS/ONAOF
<br />��'t�\.%
<br />6355 N. W, 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - �9DF,, ;;1""�4'.(1
<br />gal„II,IIILIu„%)E1 ,',,.
<br />F/1bl,F- ;
<br />GENFL)CY....NOTI S: P. J) a: USE THAT FIFEC'ASl SI(ME. 09 PRECAST CONCRETE PANELS. SIVCCU 1)R KIM BCAROS RE 101.14U i1N THE
<br />Oft&. -Ma m gm Id= EAISIINC WAIL, NHC;,+OHS S1MIL ME LONG EWF411 10 REACI: Ito MAIN S7RUr'TURE BEHIND SUCH PANELS
<br />` STORM PANEL SWAIN ON EMS PRCOUCT LVK ANION DOCU.ENI (P CD) "AS B(IN VLH:TSD fOR Fowl FANU N ANCHCRAGE SBE AS MENTIONED IN 01) ANU IN 82)
<br />KCnRO4Nff w11M THE 7020 (7m FEn1ION) OF T'H[ ROR'AA 9UIl:I1N0 :.ODE irl 7y^ IA,'Srlril:, K2GD EMIh_ SP.:CIF1C.:h lrT_.:. 035. MET-,
<br />DESCA - 1/4'41APs`ON ANCHORS. AS AMNUFACTURCE/ BY I T W BotDEA, INC .
<br />BE AS PER G sTHESE
<br />Bi11 HE VRISOICTor+INI
<br />FOR WIN WELD A,RLREQUIRED iNUFF WIl,4 BEN HST' " AND IA-) P - / 0 ANELAATE FEMKC Ifi µO FANfL HATE PLUS ANCH(NCrr N; IWIVIA(: R,REC Rr Ei fit �'ONSTRVCTDN PTtGDLIL iS
<br />FOR A OIRFCroNI FACTOR KP-O eS USING A5CE 7-16 AND SEW. NOT EACCFU IMF MAYIMUM A<O ) - ,/,`. I.SCREWS PER ND.S.
<br />UESION PRFS;ANL RADNq', INDICATED ON SHEETS I THRLI Id la, IS, 16, 19 k 20 7/16 • . 5/P' WCAD B1ISHMG, AS 0SWIRUt(D BY KI, POINT STRIP('* DOLT 6 QTCIM•Y CO
<br />N ORDER II T, I RTN FD
<br />E Np% I RW
<br />WIND a S T PNtN P 0. I-1 ABOVE CO ION, tt F DAP_ DEC ED FJ( SCE e ' YLW4uM trip E' �7 1' 1 t " NAMED ENE FM 1()f/ NIA w000 CI APCt1N ANCHORS ;SIT L AF 1 , 7 {' i 1 K 'AMC 2 fFR TACO FANEEW E FILIJ'v
<br />/
<br />R
<br />R
<br />SNNJL 13£ F)RST REDUCED O ASD ERS)GN WINO LOADS YUL t1 r M BY 05 IN T BY MTwE FB CRDEP D
<br />S try
<br />CU4PARE IHL'il W/MAY (ASD) OFSIWI FkE5SL1Pf N(:S INDICATED ON StIFF15 7 iHRU 17. I• IS 'PIt. '9 70 AND VANt14Kf Ff.MK.E ID
<br />" 21 MINm )FA INREAIIED PrmrTAAT JN Of LAG SL:IO-W, !NTC THE A000 rMMC UNP SMALL RL ' /a' NO H•READED
<br />IN 1>REFR TO IEA6'Y THAT MA:NATRS ON n+15 PET) AS TESTEG WERE NOT VIE. VA[S4C1. A J311 INCWEASI 'N .L o."fitF PCNEIRAIION INTO STNCO SRAI• RE CONSIDME) AS PART OF THE AFLJFJ E, 7HFEADFf, F*FNFTRATa
<br />STRESS FOR WIND I,O.QS WAS OQI LIVO M THnR WALTSLS r.SIENERS 5PACRIC In WOOD NAs BEEN DETEAwNFG IN
<br />KC,OROAKE WIIM ND.S 201N- C 3) YNIMUM EDIX L•ASTAWF Of LAG SCREWS. NTO WOOD SNKL OF AS 'NOICATED IN THIS ONAWTMC
<br />STORM PANE'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERI NE, IN ACC.OR:ANel WTTw SFCNAI 1626 CN
<br />n+ADML, RuSITYNG SRAI
<br />GOOF AS PER NINPoCANE ENfiN[FRR+G III TEST •C INC 'e 'DAIS 96-569. 96-5I0 • 96-T3l' AND) wNmn lV 'ENRBA N'RI OF WOUEJ L BF 5/9' ,/,' • !V 1i RFWS uSEA SON:. B! ' ,/?- LUNG NIN;YV4
<br />FEl1ESIRAIN)N TESIPR; LAB WIC.. REPORTS r20J2 • #2126 . A; PROTOCOIS TAS 201, TAS 207 FINE, TAS 205 %=I) STUCCO DF57 AND 1• MNIMVM VON WALLS' M11, No slocce
<br />AS AiIC AS AMERICAN TEST V& Of $UURI FIORNIA REPORT /C219.0T -09. AS PEN W. 201. 19 2W ARO
<br />C 5) aF CASE 11- PRECAST STONE, OR PRECAST CONCIT7 PANEiS. STUCCO UP W'0(A] FfOARC15 , FOIINO i7N THE EAr>twr, TAS 701 ..TANfARDS.
<br />WALL. A'n:J,OA S SHALL BE LONG EN"H /0 REAC:1'1 •Hf MAw CTRNCTURE BEHIND 5L(.I'1 PANEL`.
<br />7 NI. N1.1M1"'n, f:%TPLKONS 10 BE 0063-M N14'Y AND 1EMPER. (IFFILESS CIMERW14 M)TFD) SEC SIrr, 7 AN(J-ORACE SHALL FA. AS MENTIONED IN F- 11. C.1) I. C a)
<br />5 r IR f' tT NEW AT ) N 1 IA ALL K211 LUM } E- C N USED l.11 SlIRE5 5HN1 HAVE .f0`�-H Kl0'• (I7) ANl"%.)ITS SrYa_ BE +NSTKICO FIN -LOWING N-1 01' THE NELYIUMFN0A:1(Rii AND KCPEC'!f ItAT 1+S ()f THE ANI.H(IN'S WNUFACTJ F I RS
<br />♦T T R IT f + ALL SIEGE SHEET MVK PANEL-1 STW1 INYE NF U K OVAL r STEEL tint A-65! LRADE. "C MN:MU4. .-bl.
<br />a PANELS MAY ALSO RE INSTALLED HORIZW41XLI FOIICWING INSTALLATION DVNLS S,"OWN UN SEL'1101J 1 THRDI,GiI In SHEETS .
<br />G_VAN12[�) 51EE1 CCSIONPTfw W,/f1'r A65 h. (K 1C.A RULLFJ)
<br />TIROVDAI L) IxCFPT THg1 HCA0ER5(zko LWI. NOT BE VSED
<br />5 ALL SCRt AS T T N A N I qI < CARBON
<br />17D 8011 STEEL AS aCH 4 0 SMALL 81 t„E RESPONSBI..11 IN ')IF OONTRACTOR 10 AFN-Y THE SCItwDNES' OF THE SEFUCIURE MAIRf SHUITF/1 L5 TO ER
<br />0 BED N LE55 >TEEL JU 0 .:+I AE 5F. E_ 0R C'iRPtiS10A R[VIFPII
<br />'t,I
<br />W/ SQ , YN10 S)AE /
<br />ANO 9LI YSI (ENSILE STRENCIf1 • SII/[.L ,t1YPly W; LC'fAM (lVIUwG (:,'HIE ATTACHED TO N9JRE PROPr. ANCHONAfS IMF, SH'UrrER "'ALL WILT f9 A7TACHIO In :FNCAM, BLfOK
<br />FAN FON OR WUrw /FAME
<br />SCf:toM 7• ).J-•
<br />7
<br />FA W.pINOg
<br />t. T A` A - ) T 6
<br />rIY N GAI VArR.ED `_TELL, OR NS 30• SI NU `. S'NNl [SS STEEL Mn H s6 "N, YIN,MIIY •TIC
<br />SIIANCIH (ACT. REGULAP STC41W PANT.. RIH LCkCtI1S OWN 6 -P, TI IV S PER f7NS b E. '. Itl L IN LOWNER S Bw,
<br />AVE Al
<br />READILY
<br />T AFK:I,ORS 10 WALL ';LMIt RE As FOI Il1W5 9W k DW O[ SHE FIi 5. 6 ♦ 12 RESPECINELI. £HA,I HAVE A LEO'IPL AND REAEIW ICNSIf NA.W. NSTRUCIMG OWNER OR
<br />7ETPWt 0 '{C-IMt[ PANELS W^IH APFI !:ABLE NENrORCEYfSR OL FIN'!: PLFwf15 DE 'IURPN:VIF WARNNG
<br />(A) 10._ 05rNL.?VwRL2_CONCREIr 11 IIIE N_rklArn2N fV1RPACIVN ly TO SEAL/!'AVLN NL •J/UTTER CUMIVDNENT LOGES WHICH REMAIN' IN CQHTINLOUS 11:1NIAC1 WIIH
<br />!.•IF 1AFN;ON ANCHORS AS MA/IUFKWku` B, I IW Plot EK, INC (MIT. t'f_1192 Pa,) THE BUILDING TO Pq[VCNI WINU/RAIN MTRI.ITJON.
<br />1/•' IF7/8. CAL,. N .N:.FrURS, AS YANLIAMFIFT' 8� DEWALT INC (MIN I'.-3000 IF,.)
<br />I/. • , I/•' SUIJC $Et ANC.HORS. AS DISIRIBUIEC In All VC041 SCREW, MCI.' A,SPECIALTI CO 17 STORM RAND-WIKLATNJN SHALL C.OYPLY .In. $PEGS INONAIED N fK5 DRAWING Pa LIS ANY RAIPNG ANU 3ONING REGULATIONS
<br />(WTI If.3ow PF ) PROVIDED of THE .URSOICrDN WHERC PERMII IS WPLIFO I()-
<br />rl♦-1O PANT ILAt[ ![MKT IO A' PANEL WIE vll< ANr.HfARS, ,�. MANUFACTURED ACTIIRED fJ+ D.EG rpISl NIn',IIAv PWNAICR
<br />11 (R) TITS F ,', J ETKUATIVN DOCUMENT tPI G1 PRf PAREC BY IHM [NGMLtR rCFNFA. ANTI OF"n Kill PROWut, INFUNWOUN
<br />(YIN !r.J.3s0 P-
<br />1;,'. !T TAP -(.RIP AW.'WFRS, A5-40A1LREI IONA 5'1[ ;Pf CA`t PP,O,1(C T, . TARIFF( Fit SITE'; ONUrnONi (kYMTE FROM THE PE:.
<br />8' -RV _FAST CORPORATON (•':-36C0 Pn11
<br />(L) :I)NT-Acl OR TO BE NC-RONSIBIF FOA IRE SE:ECTIU. PUKHASE AND INSI.L'-A11CN INC,ut3NC '.LIE WITY CIF THIS ,N.ow I
<br />Ali AFF %MUM fMERDMENI OF !-ON A LINTS INTO PWRED CONCAVE SNALL BE ' J/•' 2' FOR PANt,_Wlt II"[ BAS-F.L` ON Mrs PFC PACVTCKU FIE/SHE EFoLs Nei orwIr IFC#I THE CONDITIONS DVAkfl, (w imr; loCuFFENT
<br />IG ANrl PANFYK TF PLUS AND 1 t/+" '(A rF LAF'-GI1!P AM:NORS L:CM5'RUCTION SAFES AT SITE IS THE CONTRAC7r.1R'S RE]PON". 1111 •
<br />f RC - ) I TH i C 'A Alt -KK N tr ',VCFO SE� NACHO SMN.L NE ENNf UIM_U /R 'Hit C POUREr .CINC NO LM LN[NI NIC, Of C 1<J 1•,5 nPUOUCT EVALUATOR DOCUMENT WILL Of CINvSlk Rf •) M'VN.7D If Ig0111E0
<br />STJLI'FI SNA4 BE PERMftitTl I 1' .-20 SCREWS VSEC $SANE BE 1 f/L LONG NMkIUM SKIULU 5T11CC0 f %n-.
<br />IN N A ITII Y R . I rR - H S1 ' .If 1 ' NO 1 M I4U FOR WK15 W NV STJ.`.1'0 AM1 W BE EA14.0 >r.RFW" OR K+ RFA 'aC - W U II 1 TE SP).0 IC PHrhfE S SWI. BE. P ARFb RYA f''UPo GI'T'N' N C HFC "< Nr'H 0fD RVN i/C+ 1 RCP
<br />S E F /R ARC F.. WI WILL RCCOME. IN
<br />IE.D F'JR TIFF INFECUN µD GANG W'LL RE RCSPo FOR THE
<br />O WILL N ONSACI
<br />Bill WI1H WING NUTS iNOp'AR
<br />PPOPCA USE r THE
<br />OC THE RED. ENGINEER CIF ACTING A5 A ITE
<br />E FNOINEER TC 111i.
<br />CKI o
<br />CkNATD)
<br />C-N OTT r,
<br />AJ! 5TOhL. CONCRETE PAiNL-S. PAVER+. STUCCOHTHE 0R W5TR BOARDS Fk FUURC UN 'H. ^f D RIOM1.Ek, yIE,LE SAAIAl11 rfI THIS LAfIER THE SATE SPELAII' ORANINCS FOR RL'AEW.
<br />''CIA
<br />E SPIN WA' ORL'A':T
<br />FLOOR . TO REACH iMF 11/JN SCRUCTV4f &MIND SU(.'H
<br />HALL CIA FLOOA ANr. LAND
<br />1`ANELS AfICFwRAC.E 4FIKL W. AS MfNnprlED IN A II AND IN Aa) (.) THIS 5>W, BEAD THE DATE KID ORgNAL FEN AW) SK.NATLINE GK Mf FESSIOM14L
<br />PANG, AS ETHA,w.0 D .. ,
<br />NGI ENGINEER
<br />' ENOa,E[R !R PCCML f1MT PPET+NiEU IT
<br />(B) IQ_Aa UEBI�GMDC&E:L L_QQ,,.JYAL_ A5T1l C-3D
<br />+ r
<br />- 1/a•. IARCON ANCHORS AS AM,NLITA',1WR2) IF, , I W BLAUXI, INC ' .,Hl1TTEP MANL'TACT'-'RER•S LABEL -L,, BE LOCATED ON A READtI.I u•>IEAr LOCATION A, STORY
<br />PNIr, S'urTIR IN K&LATMNCf WITII .CCRoN 17099; F 11oRA HUKONG CODE JN( LABEL
<br />- t/I' A . )/P-'iKK. ,H AAKD,OR5 AC WN'.rrnGT.M[L Gh' L*-RKC INC' I;wN -Iylp K.a�)
<br />,HKI A, P FLIP VIRV OFT.FIh TAR PIG i c MnY ', N N•
<br />I;.Y 1 a' SOL.10-SrT ANCHORS. AS UISTNIDVrET. W AI POINT SCREq. UOI. k %PF.r.,1;. Fr CO lM'CC f EL 0 0 W11 Sf Clq 0992 OF _
<br />• / I.CALLA R "IDNG COOF
<br />I -1
<br />r wA eW ., 1
<br />'H WING S Y T
<br />/TI-IO IU KIU I'ANICNA-, PI.LIS ANf.HONS. AS MANUf Af LURE-� BY ELCO f( IIrU•. rlUn 5 DRAWING 11,11E ONLY BE USED 0
<br />F fr01)UCtS !MN 1',-)071 V n ) 11111n11111111NM.� CAfNN KRMOS M THE SEAR OF rl.aRrDA
<br />TS NINAT( 2C,71
<br />/1' . Cf tK-GRIP ANC>K.RS. AS 1MNUI AI;IVI(TD Ri TNtI-FAST wR'PaNA71,N "iE r> ,- "ZiF,y"♦
<br />��{{SA,4T,
<br />D I/ MtNWWV CMBIDMLRT U4 rAPCDN ANCNOP), ILCO PANFLWTTS KIO Cr rAP-GRIP ANCWP. INIG 114 I.ON�LkNC.' \C rLOR10A BUILDING CODE 'H1 h Vetocl Hufrlcnne Zone)
<br />Rirx. IN,' S. I, BE I 1/.-.iOTP IrLFEW INC
<br />£ 10 GAGE GA
<br />STEESTORM PANEL
<br />ED
<br />,,MENU No.4 167 ' °"-
<br />_.__._ __ ..___
<br />__ _ __ _____ .._-.__..__-___
<br />0.7) I�ALn..IN A SOLIO-SETA.NCI10RS SmALl W. FMNEW)CT) 1/8' INTO THE CONLAITE H:rx'K'RNr NO I- g _._ .. .
<br />INTO SANT) YM.I. BE PER WAI0 •;+' • 20 SCREWS l'Si0 `+HNL OF I 1 /2- !OkG MMIVV4 r«w' IxcO-`16---e-1- ; ` GLOBAL PROTECTION PRODUCTS. U.C. P)% Rpf9
<br />..11 �1-
<br />t %^, .NIT '' ManwN FEW wKt_ wTM NC sn/o-r 1 _: - I L E C O '
<br />. STAi OF r - Erie SmA
<br />_ oe r mrn --
<br />- -- GAME n '
<br />�%, - Da ..,,#y/"?rA'"7�A-:.. ' 1:1. TRH_ . A�Ra"—I[["'w..Mo'.wpeu,: Inlaw. (...I 7a5 1. 0 .)en -en• r 20-176
<br />< .
<br />♦ W „_ _
<br />f, "Pwf- on- ri.� . _'_ .�Ii '>MAIIG 'h
<br />,PN,/IS1DNA E,),, F[K/Sv9V4PII,-- � -T. _ -T_ _ -.�.-�
<br />MLT)A R JI.. P E �+
<br />)IIEn Df N
<br />---
<br />Pr[ra� DUCT EYUE [IATION RFi•OWf NO, 20•i72E-01 a
<br />T/_1LTEC0
<br />INc_
<br />!£ MATERIAL tST CHARACTERI_CS AND SPECIFICATMM
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />- - - - - - --__.
<br />-
<br />- , - -------_'.
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />I1t waLI'ERnrnLJr. , r.L . oluu7(�Iwi.coul
<br />JET Ey�UA110Y REPORT '11- 11KI ,h> "Vi
<br />MQD
<br />No.20-178. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />1 L...A, I -PI N. iu6119
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />REPORT NO.: 20-0727.02
<br />7. LI Iy�TAT10NS AND CONDITION$_Qf USE:
<br />DATE: July 27, 2020
<br />7. 1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<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 />PRODUCT SUB -CATEGORY: Storm Parcels
<br />prepared by Tllteco, Inc. and signed and sealed by Walter A. Till, Jr., P.E.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PANEL
<br />defined on section 1620.2 of the Florida Building Code.
<br />MANUFACTURER: Global Protection Products, LLC
<br />7.3. Product shall only be Installed Into poured concrete, concrete black, and
<br />4800 S.W. 51 Street
<br />wood frame structures.
<br />Davie, Florida 33314
<br />Product Evaluation Report prepared by Walter A. Tiilit, Jr., P.E. (Florida License
<br />1. PURPOSE OF EVALUA M&
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />This is a Product Evaluation Report issued by Walter A. Tllllt, Jr., P,E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />\\alli1 kA,ITki"N,,`
<br />61G20-3, Method 1D of the Florida Department of Business and
<br />�\\ _N •' •
<br />s?: ' JC€NSF''•.9 ors
<br />Professional Regulation.
<br />ti Ya 44167 ' a
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />- --- �`�__.s
<br />*
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />;, z.` r I STATE 0 F i;
<br />S
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />.
<br />at least equivalent to that required by the Code.
<br />Is ONAn�N`
<br />This Product Evaluation Report shall be subject to review and revision in Case of
<br />"o
<br />f/ifffllisl0ltt
<br />a Building Code change that may affect its limitations and conditions
<br />L I)^TTIILTECO An MON RECORDS 1 P. E. REPORt20 ( GLOBAL PROTECTION PRODUCTS, LLC 1 70 GAGE
<br />GALVANIZED STEEL STORM PANEL% DRWG 4 20-178 % REPORT R 2C-072&Ot
<br />2_ZtIDENCE SUBMITTED:
<br />2 L PRODUCT €VAU)AWN AS?CUMEST(P.E.D.).
<br />Drawing No. 201T8, titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by 7ilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte�E�lglWNt;¢il3J, I6
<br />Evaluation Report. ((//
<br />;� ti�E .,..., ""
<br />✓p's,
<br />- it 1- ; -\LENS,
<br />`-F-s. idu.`d-1167 +_
<br />! -a - S'TATE OF ..Ir Al
<br />11. X1,lir
<br />OR O
<br />..F/ ,,";§rzs
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871-I.Q,SI/'4p(38i�,801-I531
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-1')
<br />- 15 TOO- (TOTAL WIDTH) -
<br />- IS ,96• (TOTAL T/pTR) _
<br />_ _ _ 12 sac' (ETFEc11W wID1N) _
<br />6 ,/,' - _ 6.2W" -
<br />, --I 3,50' --I.3`0'- -- 1.35D' - '.300- 1,500'
<br />f 'r,
<br />, /\. - 1 350- 0,036' WN. tNCK I-' 1.350" -
<br />_ _ ,,,,--,,,,,C ; _ ... _ _ _i••^!--+i. OY VMIIZED }TCCL `.
<br />I Y�
<br />! �' ASTM A-f
<br />1 .Do' f , N. )_0. ,.�DO• A GRADE so MIIeM fi "' ,�O-
<br />/ 0 e9
<br />♦
<br />AE A Al 9 c_eA
<br />\ b' Mw il'ICK IiCMME 41' H U.OJ EDG
<br />5 A" ,{P 65 '�A' 26 � 7.
<br />a cAt EDGE A VAMaED SfFF1 I C1wF. -
<br />,fry _
<br />2.000 A- 7.W0'
<br />Y 6 ) AST } �
<br />a 0•r J//fI•^ fYi7 ',%,( 1 TYp
<br />N`r��n � � cWAZK )O tWN6FLIM ,�' � OCTNI A.r I � N BCD �,, A. A_f ,
<br />G"Nl A %,S.-"._...._ Ada 0-60 O.Lv i .
<br />1 - -
<br />17=/
<br />L I.350-.
<br />- 6.750'
<br />STORM PANEL © END STORM PANEL
<br />_ 2 197' -
<br />W
<br />I
<br />750. , !. 87
<br />PANEIY IND IIP , ,7h' 1 a'e- .125•
<br />1 _ 00 - .750' _ +.ash' .EO9'- I -
<br />HE7AIAr11 tDc7 )w
<br />It-
<br />w/ _-_--�---I I = '25' st sw Ie,RTID ss. srllO RNCT1.o 250-;-
<br />ti. N 1f]U' R a IS MER, Irrac,
<br />IT f0 •
<br />.I"7-, 1 N10Lf ,
<br />A. DIY 1!
<br />1 17 1 Y 0.C.
<br />/ t1 , l'
<br />1WA /' 1 /J I1 I
<br />,'^'. t0.C6• I,p0i-•ii iiNJ" Ir , 500.. _ --f -- 1 1 --It".
<br />RI ,/Ic L_��J_
<br />J.375' - L09}'1_ I �I 7.1�75• 1000- 1_ _tI
<br />`
<br />9AK 939' DJ9'///
<br />I12,7S-
<br />DT!
<br />C750 L _- _ -I(- OCTN! I r1 1 175
<br />Nf250' (-L 1 (- I
<br />"I,� R. 4 375.'I iY ISO --�, 1 1 _�1175'
<br />1
<br />- 5' 4m. - - 1. SO0• --I.500'--'
<br />/I1 �•-('��`( I i !•i°JCLL R �
<br />I ry I - W
<br />ISOMETRIC. '1IEW DETAIL A - .3P• 2 ow-
<br />✓ 2 oaD -
<br />ROUNDCO CORNER O ENDS Or PANEL'S u,E
<br />'�
<br />END UP W/ HEMMED EDGE.
<br />2 "h" HEADIER 3 wU" HEAD R 4 ANGLE WITH STUD 4 W�I•T�1H�IS
<br />O O O ©
<br />(N.T S) MI¢U
<br />pA�SN/G'LLEE
<br />® REVERSE STUD
<br />1 SEE DO.SEE
<br />_ E I 1/I. 6 7/t. .774•
<br />e.3.4- m' TOP EDGE 096' S1' 0a6- - 750' -
<br />I '.380- OF PAWL .tea-. I 'aa••' - , 310' „25•
<br />-
<br />I r , , , I i-7a IFE S) TO
<br />, 1
<br />l-"T. 1 -SS SC0 R 1/1. C0
<br />56' S.0' I
<br />1.107't 06}• ' 625' JIS' / , AIACLi • 17 I/)' et
<br />r `1
<br />1 1 / 1
<br />7f' 6 _
<br />, 1
<br />71'
<br />6
<br />I l.J I S00'
<br />�- I '•P 13 J
<br />55// 1e'. HOLE FOR • 1 , I TMJ• ✓,� ?. I T)IS' )
<br />7 •
<br />•,) 50
<br />� L-_
<br />AT
<br />LOCATION ST00 -1 1
<br />I- 1 1I I
<br />EVFFrf PARCI OVFJ4IM , 0B0' 1 I
<br />IM
<br />, _ n'es- ,. 2,000*
<br />.""'e_., - - - - -'n" )
<br />7.DUO' SO KEY HOLE WASHER _
<br />063 © wF" TRACK ANGLE © j/8"�CK ® FLAT PLATED
<br />_-_- _
<br />0.036' I- I _- _- DOA' / I1yyNTH STUD
<br />GALVANIZED STEEL I 3•4`. �, A,11/11011Ne1N WITH
<br />1 1 _, 1 1 LD6a i :`3:- VCENSc`-
<br />�-
<br />♦ 7 1
<br />t- 44 6
<br />7 - r No.
<br />31s ,` • •"k
<br />T P _ * FLORIDA BUILDING CODE (High Velocity HIM Icons Zone)
<br />I *
<br />N
<br />O6J`_ _, _ jAAMC NICKEL '
<br />a GE a PPANEL 1 STATE 0 ; EC °'09O ^ T0' ° c 20 GAGE GALVANIZED STEEL STORY PANEL ' " s '
<br />' 750' 121 _. _ te75• PLATED MNG NO �'• ' :: yty„ w
<br />Inv.. '
<br />•COg3D-. �
<br />2.000' © KEY k� $ I»/e9/re
<br />"'
<br />s--"- .�
<br />I+ AT PANEL %.,, r 10, \ GLOBAL PROTECTION PRODUCTS, LLC. DYI
<br />A' I E CP O
<br />IF6c uoo s. sl SAW ---
<br />.;to yMtII /.-,♦ (/4/-0
<br />(1) 2"X7"X114" VK 1aa9 wsW- n. us"
<br />.
<br />KIERAK'NELT OS[ AIMc ,M A/cur '9 / F 'r �'� ,:� INc IAI�-c�i-ANT
<br />ALUMINUM ANGLE MOMDUnsC KA9NEA W/ ACCITI(RN1 w�! Sinn : Ilew,r� .r.- MOW "GIN -lea, IA% t1 )NO rn7 20-176
<br />T' !
<br />• 7/6'p3/37• •19+M (SiAMl6S Y G-OOW?le rn." „'I -" °1M'IAI,P „+
<br />'�--�~ --`
<br />I sW /DRANRA1f,/OAT
<br />5?ll 0. NN FT PLATrn Situ) AIL-.. I9,ft A., PIE ..A
<br />MIs) - - 91IDn ) M M
<br />PRODUC f EV:A %.CATION R"QRT NO. 26-0717_02 2
<br />22._TEST REPORM-
<br />Large missile impact load tests were performed under SSTD 12.89 standard as
<br />per sectio
<br />n 1609.1.2 of the Florida Building
<br />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. 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 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. 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 />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Teat as
<br />per QC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jacioiano, P.E. as per ASTM E-8.
<br />2.8. STRUCTURALE GINf.EPJND.CAL C LLAT1nNs:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />windI II maximum
<br />cad, as we as ax mum 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 Tlltsoo,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tflllt, Jr., P.E.
<br />3. MISSILE IMPACIRMSTANCE:
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12• 89 Standard and TAS 201.
<br />4, Y11IND_ GADS RESISTANCE,
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain 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 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 />"���R�A!rr�
<br />P`, 10€NS ✓�
<br />- t-- =- �--_ F
<br />-TNo..44167 S
<br />rx11, STAEO�F ramI,
<br />ayF•".
<br />�A''asSI�ONIA,)01
<br />�5..
<br />PROD UC r EVALUATION RXrORT TO, 29-0727.01 1
<br />5. INSTALL.ADON,
<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. 20.176.
<br />6. MATERIAL CHARASCTEJR- STLCS AND SPECIFICATIONS.;
<br />Shall be strictly in accordance with General Notes and Components indicated
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing
<br />20.175. p
<br />P-.1Evaluation
<br />N
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Progwrct
<br />Document(P.E.D,), drawing No.20-175.
<br />0
<br />711MITATION$ANQ_C NDMQ_b[$O USE V
<br />n.
<br />= M
<br />--
<br />Ic
<br />•,o
<br />�
<br />C
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, 1 ted
<br />= CC
<br />on sheet 1 of 18 of Product Evaluation Document (P.E,D.), drawing No. 20
<br />n m
<br />prepared by Tllteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />CC
<br />a, Ck.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE Z E
<br />'> c
<br />as defined on section 1620.2 of the Florida Building Code.
<br />c+
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />21 3
<br />.°)
<br />wood frame structures.
<br />�
<br />= m
<br />Product Evaluation Report prepared by Welter A. Tifllt, Jr., P.E. (Florida License
<br />y=
<br />=
<br />-
<br />E
<br />No. 44167), President of T1Reoo. Inc. (Florida CA-0006719).
<br />5
<br />o
<br />_.,. . .,,.
<br />o.
<br />L3
<br />LQ
<br />�,r`�1.LI, A:,r!�lis'a
<br />G -- i = d0d Y67
<br />WAT1L`-��•'la' SODP
<br />D'I TILTECO ADMON RECORDS L P. E. REPORT.20 t GL09AL PAO y g' N PR CZ$, LhEAc21
<br />GALVANIZED STEEL SEORM PANEL (DRWGR 20-175% REPORT it 20'0727.%, ♦(•'•.. QR(Q '-1.� 4
<br />",,`, S10-ri-- �#G LNNI�
<br />1/4. 2/4, 3/4, 4/4. 5/5. 7/5.
<br />IW/10. 2W/I0, 3W/10, 4W/10, +6/5
<br />5W/10, 6W/11 a 7W/11
<br />3' MA% ANCHORS FOR CONCRETE SEE SCHEME ON SHLOS e 1 9 3' MAA
<br />1- VN -'- - - - - ,'OR WOOL' SEE SECTN)VS ON SHEETS 10 A, itt^ Mel.
<br />--_ ._-_ - --- I.--..----.-- __ _.__- --
<br />O O O G
<br />044(p.1 r I
<br />D.M.. 3T 2.r 1 1
<br />O O' I I
<br />_ _
<br />` -i 0= . (�), © ' _-i ._•--.. --r- r .i j- --....I ----! -,-.'- i-•-.--r .. __ ...,. _ _..-.....y
<br />i l
<br />V
<br />l
<br />I ! i i 1 I
<br />I
<br />I � I
<br />FO a
<br />. _ . , . . , . 6
<br />I.
<br />7 I ' Ili 1, ..-. ) I 7 t I . . '', 'RAG► '
<br />1
<br />1 '
<br />HOL
<br />I INBOLIEO PANELS I � 5,S. M PA of I W/ /9' IF 3/32 1
<br />5.5. Y.S N(11.1 W/ 7/e' I J/Ja' (+
<br />',(SEE SELIIONS AS T
<br />' WINONU S O CA. OVERLAP
<br />_
<br />1 MDi_fCABIC)
<br />.(SEE SECIION\ AS APPLCAHLE.)
<br />I rr
<br />F
<br />II. . I . .. .. I I -- .. . II tj
<br />I I I
<br />1 , i i I
<br />1 ; k 1 I
<br />.-F _ .. i -
<br />D.M. 4 - -
<br />I i
<br />(/�\)•�'��� -1 oI- of l to, I rot I,Q
<br />- 3'r�N - 1/4, 2/4. 3/4, 4/4, 5/5. 7/5. - �- -
<br />AaN
<br />tW/10. 2W/10, 3W/10, 4W/10, 6/5
<br />SW/10, 6W/11 A 7W/11
<br />A1xHOR$ foF, cowkvc SEE SCHEDuTi ON SHEETS 6 IF
<br />- -
<br />FOR W000 SEE. SCC710N5 ON 4HCE75 10 k 11
<br />REOUJ,A.R STORM PANELS 1 ) A 'A ELEVATION
<br />N T.S
<br />. 67, t/.- MeI OAP
<br />1 -�_ (MN O.iR1M -1 WHOLE VALIN _.
<br />. ...Y.. ,.. - ...... -�..111'
<br />�,,,
<br />V.
<br />IAAx CAP I `,`;••j,L/
<br />I_9 O ar'ry� .` EN ' •'P $ FLORIDA BUILDING CODE High VelocityHurricane Zone
<br />No 44167 �M' .e 20 GAGE GALVANIZED STEEL STORM PANEL N
<br />w
<br />��/�T�/�N -7RA,T1
<br />'qq, •� Inc,GLOBAL PROTECTION PRODUCTS, U.C.0DAn
<br />N 15 %yryO. ATE P ' � T 1, / IL L NW O \ ,ePo s. 6, )!ten
<br />• CWe�RPW C~ D+,I[. FL =I. 20-176
<br />Y"te•R"x
<br />i+'' Nr, ,s NPeIIa n MONL tq,)A"_"N`e. Flu. in-I.•-.>9)
<br />""�FSS • At( a , w,,,. �A17�" N.:4w-.I..'• - - oAWVD R.
<br />\�NA,IAq/LMW
<br />'MN Nl.'•�Sy rr.-o9a71a _ _ --
<br />fljl I,4T/A A M,R A. P,I
<br />IIINNIf1,4A _ - _ - I— 3 Pr )W
<br />f-W
<br />N
<br />N
<br />L
<br />_0
<br />O-C
<br />N
<br />�
<br />L
<br />O
<br />O
<br />()
<br />CcU
<br />Q
<br />-a
<br />..
<br />.�
<br />C
<br />Q)
<br />�
<br />N
<br />-0
<br />U
<br />O
<br />CU
<br />'a
<br />to
<br />�
<br />C
<br />O
<br />O-
<br />•L
<br />O
<br />C
<br />Ca
<br />C
<br />O
<br />_
<br />(U O
<br />LL O
<br />—
<br />CU
<br />>
<br />.Cn
<br />(D
<br />E
<br />a)O
<br />fL
<br />i
<br />CU
<br />C
<br />CU
<br />4-6
<br />� -
<br />L�
<br />Z
<br />Z
<br />W
<br />J
<br />___ _.____.____ ___
<br />INSTALLATION DETAILS FOR REGULAR PANEL-5 j.; & a DID CLOSM DETAILS FOR INSTALLATION IN POURED CONCRETE
<br />INSTALLATION DETAILS FOR REGULAR PANELSO; do JA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCKK STRUCTURES �X OR WOOD INSTALLATION DETAILS FOR REGULAR PANELSI_,jj do (1A
<br />__ OR P.%n.n It IO. /.,.-,/.. - YAUD FOR REGULAR. LIFE SA M AND E-Z WM STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCL�I S
<br />INTO EXISTING POURED CONCRETE_ OR CONCRETE BLOCK STRUCTURES ea.a.m ANtAIOR) PARLEAMII Plln (xI tF TIP-xW (ID: SCHEDULE 04 1 um j/1�:rw, MCNORIS FOR eommrt ut SCHEDULE DIN SAW. 6
<br />(SEE WUCOKud a 9iF W.CD [ a WFErr . 6 9) 11iV9 a 9waMAR 9) WIG f•C _ I• _ I I -
<br />LONL,gEt[ AMCMRS SHEETS a TWA", e) -"1 y,,,. POURED CONCRETE POVRCO CO E .1C POURED CONC'RatO IEM WIx10 SEE SFLTx)N5 ON Si�E-r tl
<br />([[[ 9CH(CAAE a .- ,� if (4 CAP CONCAVE BLOCK �R GONCRftE BIrKR ON STC BIpGN Mn. 26Y - Cn �i
<br />CONCRETE 4.1. S )RFn) 6 TNIIOL CF" 9 - - f D CONCRETE ANOFUIS .-.�t__- -_ �- - 'Ip1t '• Yv,. MN GRAM -1 WNW WNIrY)
<br />\ CONCITE'TF Rf0llllfb, _ _ 7 I ! ,F-__- -v It •' M9?I.. 6' RCOVIRE Ads FWIREU C•O,IC SCHEDULE ON REQUIRED ()[E KNEDUIi ON _ t - ' p , .
<br />fxlslw0 f'OIIR[D 1/2 =weal. , Y w i AKCIgR3 e. 9,I IMIA7, IM/V M" ^,
<br />w%•K a ru•'m W
<br />. , , \ - 2. 1- (4) i.7 )Y II16 gtele{, POU9[D ' 1 � t T -. i , I (�`T 45CMD14[ ON 9) SNEn 91 Y. _._
<br />(sE[ fCRQAA[ a n \\ tat 9ctewL[ a 4) ��w�,,( r; +r'g..�I,m,
<br />IINCIYs s T>.1OLrrI `__ I fxlscrFNcerrE Rfol/w[D - 1 11 \\. - ,•^uln:-, .•..,Tw/.•- 9w.n Ii'r "iI• u'n - •rr : i''ocs-i °ors CONCAVE I E.O. iO.J i I _ ''1• - tOin"'a.�a, r" �~� -5� i1.'• 'e
<br />-- f Ymm T`r" ` I/.- ' E __ 1 ('. ; jj/ ] 'DON ,•e 1 r _ I - RCaARCO. 1 C.N. __ I --_.-.--- 1--_-__- ' .. I . -
<br />1.k)I d°r,r '-t-1_�MIcP r ED i 53� t
<br />H'� C J_-. ' E 1-'z - i _� .
<br />i a) C_
<br />I 1 L ") 1 r' 1 ._. ..j-1 :--'-- , - I n /" ' '�°I© E=�5 I 1 1' 1 I
<br />CAStINc E U I I 1 , _ ` , " _ I ' �IeWPOUR(9 I ` I EU �,' " E.0 - I , I I.N<f - i• I i i 501
<br />ADIKAKED I 1I 2rp� 1 I �' I � 1/{^[�p 1 /yy.,J/] � � w 1-LT`.I. D E'D I I i � i 01, 1' �J.I. ` L' I u Y; 1 1! I , \ -' ; ;.IP ,UI ; ' ' i,FE ° ' 1' _ " _ _ :. i- _ ' Li: ` _ ,3 ,3, , - HAILF"2 " (3 05TMCFK u rEn 'E a. ) N ..• r A. L -
<br />CMR1
<br />xrcarE REovem c.W ar
<br />I II O
<br />I I I \ REQUIRED. 1 I e i Ha $('
<br />' 4F I +( zmz 11 w`wn�° I O I ;wJri". • A i 1 ;SOWrsiuD • , 1 f a ' F ' °"QA' 1 j i ` I ). ' I ss. e9Lis wI =3 ICU
<br />1 (- t O I•9R rw. 9DRM,uN I I 1 1 E 1 !! y ' 1 © , TS A,
<br />_I .++.I, mGNu ,� An. GIP ,q 1 11 •..' J I ncr.A.Itwm I rn I: i
<br />m u I O `C3�7 1 I ; a ,ar. ,'""o''riwwN 1 �. 1----..... 1 , I ` I d ' j I CASE A (PLAN) CASE B (PLANT : .N •,aI �_ aDwLYrw m ' +rArwni1P1a. - z t- I �W,awi a 1 •del I CNILPLA,' . . • LwW�I E i .6r, �.I i., I i,
<br />I 2 I 1 1 `- sEt 6Danu[ I I r i - /IOa` ,
<br />tla WvYn•rN - 1 1 1 I )O x>•mM! �. �ar MI¢1 a ( I 1 1 I }CALF 3 _ R
<br />J la mIW. 1 _ , I + 1 m m.PILL, Ir 1 WaT N 1� p .m 91 ! Q
<br />..n., - a°pf'"10rs'--1 j L{ ' Tb 9L7m5. 1 1: 1 I 1. _ __ .•.•m.I• rs /' ,Yn,w ' t StAlt J to-,• 1 q -' " .. ' I
<br />Ww yy I I T 7Y •awn I T I ITN wn A ci �C �j
<br />1 V. E R rAWela .I I , iR -",-I ^- , i 1 P�,W+. Al mA9f --f ., ' / ' 1 G J I ; iT 1 71I
<br />I E 1 I I I I SINS 1 I GAF> 'M1] 1LF,�
<br />I1 i i i it f i f i I R ; i �iMG� I -1. ,r., i i �; ,n�. ir.• I ' I'M1.�w,� mapc. f.;_ +.I 'mi' I" °A I OC y, r , IT DSDs j
<br />1 1 �' O Cn CL
<br />I L .2 i F t I I [R WNCML 1 3 i ,= -�InrW •-b --rill., ; ;,,.•._JW I' A IS1•raR: " Q'- 'It•aaRIW, , I «� 1
<br />E }� 1 . 1 DN PIFV e 1 y i•w Fs + s At'„ oa )1 60.ri A/ I6
<br />1 i I 2 1 I i '(vCL
<br />/ i i I aI Mr F I )y IL_ -_Taw ¢nwiun .._ 1 _ x- q rir I .YPY n..c OA'�.t' I i] )/�• tic `I , i/e'r . I/):' ��j ,TA'r .)/)i• 1i 1`yj i I
<br />y ; 1 1 .-11N0-IAA i \ 1 1 mAit I 2 1 I a Y: r. Pflr Illrew -.mro } IP/R9ALN. �• l IPRKM �. � ^ IUA/lr 1 , Z I 1 1 )
<br />I Ci I (1 .I 1 ° ° I - I`t i j RCo M." a TACH 1 WINc Our • (Aw AMIC ,An • __ 1•
<br />I � ra WIT wAp ar
<br />f •,• . r Vi EV ♦ Ewn ono e 1 =1 s, I I I I ! 1 s<
<br />I I ) I r . er-
<br />r 1i i,n'A,Ys7• ' r'f I ( rInn nut,
<br />1 , I I I �ePr• e
<br />I I
<br />EA15Tw0 POR B to L,��.,"
<br />I I •1 I/'Y PC. , . I I i ' t'�r'^"'af 1 .A''N' •IA' , .r �j I I
<br />. }[0' hi/Y' rf., FAISRYG POURED C.0 II -. E%11TND POURED Ftl } - _1 r91/Y Ot♦ ' ] aTi IJI'eC , I !. ,f'w // I )• 1 I �!� ` _. _.-,._ ._ .-_-.__1 •..1. ___ �A
<br />C0•M11fIE OR a w• 4 I bir I r CONCNETE 011 r I CONCRETE OR' I M I I ,+ I. t r ,}• I r
<br />C1N CAVE BLOCK INFO Fqe • I I I r I . , I _ ' 9. q 61t/I� 9RR2 J• NOA'-
<br />_-.I RCOUIREO. r,":
<br />f"�`_ - Ellstwc 1.Olw[t F 1 I ,.I I re. wn- .•..m lnwc GANG wTwv Ly4n�,,_I SOR nrs 1 311ECR/1REO .2 /)• Ot 1u • CONf:RElE BLOp' 1CONCRETE BLOCK _ • 507t yr® ,' III I' wn.. �_ i1 EA yq PfWRCD -- D , -Ie ri.• I9m ,w'i I- MASS must 1 W 1- r+A9S-I J' Na. D.Y..® 110F -_v:- , -.: /7-.Y^' ._ -._.. CONCRETE oK j - OF i' 4AA '' wn.�. 1 _ 1 /I tI - I CASE C PLAN) CASE (�' LMY I 7� V Or Y' ANC.HORS FOR CONCRETE SEE SCHEDULE ON SHEET 96J9' r 1 ,' . C •_ ' - / Vln -I COHCKn[ el OCI, I F C.0 I ( Ifs- (' L�\' r j/ II MA% _ -
<br />1 I CONCACnP0VAE0 y ._ 1 rn p L R[pwe0 1 Ex67iHG FOUICD 1 , SG4f J/,8. r' D PL�E'ii i �`+.� FOR WDOD SEE SCCigNS ON 5H[ET 17
<br />-. I/.•_ CPA r.A wjX KIG Y- 9 n 1 CONCAVE OA SCALE 3/14-' 7/0*W/it- J 1
<br />rDNCPFe AKrAKAn raNclert Aw1oAs ----E D.FICOLINED CONOeTE MCHEFRS ^-s7' �4 '�, , iw ,• t.a REGULAR STORM PANELS I ELEVATION/ �' O (sa W"M.J ON (s[r sa,mL.E a (SEE ScKrcuII a T u>. , , w( n'A•3�1' .ra..w•miRm ".. = . N••.fNl stw • ,i I /s f�•i+�.' 9.[ CONG[Tf N.LIIg16 m Fq 'P I RCW1REa I .�AYL.1�aI o • EYCw°K""01i1'M ,I J Y.I )r' W.m Ic -_. -1 I CONCRCIE BLOCK _f----. - �.- �/� E,[r WM wA E U rI [ D 1 r
<br />STAOQMD r Sn10 (4 ' - PN 7 L.N / /+' /2• tlln w I I
<br />(SCE SCITIA E a Ems a n"pacR /) SREC:S A 1,MOIp, el SN[ETS a 1„RdNN 6) SFASs • 1' Pc 1 mowN, wr n '� m • I i. / '� , I SLUE 3 77'.T
<br />W<M a .40ucm /) nUXALE 0 ANO AHUYA7f 1. _. cONCR(R AICKORs 1' - ' MR. •,K,r p r{, - __
<br />CAM(-y OR PANEIAMT[ (" -a',•- •1" e,'D I ww.0 �•IePpv ip'r1A09onyrwyr w +ANm.aa I YDL. 4 Q
<br />O r;Ilu.W r°"MNael[ f 1 / 1 I I/.' MN. GAP L�
<br />Plus c , rM OROP (AEI SC1lCNAE a I4 % - - �' T ) . _ `E E ., 1 i
<br />WALL WOUNTINO COUNG MOUNTING BUILD OW;,_9QUNTlNG, ALTERNATE &�o MOUNTIHA s EFT) ° • f)ffi - - -J , �a. a'A-7W a' 9 s 60Lt --- -� \
<br />ISEO SCNrdRFS a SREVS 6 IRROUT 91 �' , hen • \'wS ,• T _.w SOD 1, .-20. 34. S NO IEEa' 9CFICDLIIt a ( __ - . (MN OrOaAP7_e]'MQF VAt1EY)
<br />(O M a -
<br />SECTION
<br />sc sCNf s/e.t^ 5[AlL S/e.1' aEf. INU -ALLATIQ SECTION 10
<br />' c:.l f 11111111NNIll/l ' INSTALLATION SCALE 3/16-t' SCALE Vil
<br />it r `- 1� 'Ir,, COMBINED M ANY WAY TO SUIT ANY r SECTION 8 SECTION 9
<br />I _ / ' ' WpinrilrrN w
<br />I ,�,_:___1 ,,R VZtfk A T/<<�' COMBINEINSTALLADON '� -t-}- sMra-ris e "`,i91a[ Gal M:K ,•.n,', scx[ 1 SCALE ro-
<br />-- =r+y1P•''t10EN ' l4 +i I �. ,i 61� tEP A fi1(!%l'Kt CEP A T!(� jj"•wy�tc
<br />3 a 3
<br />C
<br />I '• �t S '�' _�f=" - --'�'� uls'INc POURED - - y�''r
<br />FLORID. BUILDING CODE NI h YBlocll Hurrkone Zone y�',:' �CENAQ •'' 'js FLORID. BUILDING CODE Ni h Veloclt Nurrlcone Zon• Gi F •''• • L RORIDA BUILDING CDDE (Ni h Vetocl Nurrlaone Zorn Ay,cq[rE N,Ia,P,e __ _ coNCRnE oR -'1"' 'NA" `°.GI" rs rE%SnNG POURED _};a;_ r taco H(p,T Tn WCONCp[i[ t; nmm nq�. pe[ MPanIA[ 1 I/7' IAn. CONCIIEIC BIOGK ,91AR a 9lArq r,AAK ,nmm na2cP INA f. NO 44167 _RfOWREO FD - #: 7 T = 20 GAtX GALVANIZED S1EEl STgtM PANEL 'n a o`n' • °1 s' Mm RFnuKIEa. nMPK•9'cr 3 N20 GAGE GALVAN)ZED 51tE1 STORY PANEL aye, w crr-nnluc 5 wAP AL'''� 20 GAGE GALYANIZEO STEEE STORY PANELLI, 61.= # IIIWn w - IYDIE_fOH COY9IHAIID[i9.E _ Z
<br />:'o : rATE . # - x` SECTION X-X ?_ # ; ... /-- , 01 E.D. • EDDE DISTANCE 3 * ; # -__-_: -> '----- mM/mo-.i9o'' :` i - \ GLOBAL PROTECTION PROOl1CT5, LLC. Q//ns C7ma )DA f 3/° / GLOBAL PROTECTION PRODUCTS, LLC. DATE (SCE scNEDuLE ON OP k BOTTOM MOUNTNCS CAN Bf S TE 0}`- j GLOBAL PROTECTION PRODUCTS, LLC. ma1�E1{Jd `S % • / 1LTE CO IYe � ETAIL FOR SPACERS REQUIRED AT TOP OR ��'•- ! IL. EC Oroe. ..DA ).. eI [Ten SMELT B) COMBIN[D N ANr wAv lD swr ANv=% '•. ILECOm —
<br />} F •., OflID .' Oro sr. sl nlee q T-i F y 2.0''F�,• 00" SA. sl snew ZO'2bEV7 LL f ru AL-EMoeRtewo ow °Wc rL wl. 20-176 NSTAWTtON , G O Awen_ JJr''-•- i' • 1 owAln MMC. R Il]I• 3 A AR, Ww..Ree•, PRONE (#.As -iw. FAA. (le•Yn_e,n 'C RI .r AP'Y"A,:svrR' Im.' n:. n.PFA: lePi)W 7a t IAr bNN69.9»1 20-176N �7,.j"�lyi „„�,*'.P,-.� N;.1 ny4r. Praa. trsf>aa9-)9.a, iAA E9a,w9-e7r] TO-17b BOTTOM TRACKS ADJACENT TO STUCCO/WOOD BANDS F •-_ - ----
<br />SCALEJ/6-1• �p -- INtINp Mm: ib�S-�V�F.`•� •.r'"iina"ou m961n tAq m_..r,"' - -.a '. F•''• - --- -
<br />41U, i SUE. ,Lpvwrr G-ODO,T6 _ _- 'H NIT, AL ,#A. wY7ER A nuJr .,, 93 _ ao f..at - nn -- _ _ -
<br />.NTEW A is1J1 A . P [ w ,,,�-!Y - ." 9,•n + m H ,V N 19En' /EID."All "An - - --' r"' r `~ ' y/�• lu/ NIA/tt.,.L /On«tua/AAn •'•• u'Wi oM-wai,9 L'"t FN w, - - - "r Ea J
<br />_-._�.... TNf I.� wfL7fA A IIUfl „ P[
<br />..____- a111 -- �' __ IYN1 F A 1 7 P .,iV ,.t
<br />SHEET NO.
<br />SH 1.0
<br />
|