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<br />ILI EC0 .1ra(c
<br />TILLIT TESTING f3 ENGINEEr ING COMPANY
<br />WAMUR A TTI,LT1;
<br />- 7R. r.. bi _ :enm
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<br />FL%A° 7%.ti6t TTu.0006711'
<br />PRWUQTVALUAT1QN tEPt �T'
<br />REPORT NO,; 2p-Q?Z8.D1
<br />DATE
<br />July 28, 2020
<br />PRODUCT CATEGORY; shutwrs
<br />PR DUC us- 15 ' it T CA
<br /># +BOf#Y; Stir,TtL':Panels
<br />O PR F!'I' i E� L� ,, 20 "GE 0t4LVANl291) STEEL STQriM PANEL:
<br />iMANUFACT R U ~R,
<br />4640 S.W. 61 Street
<br />E)avis) %dda38314
<br />I PURPOSE OF EVALUA
<br />TION,
<br />ATiE
<br />1M,
<br />This is.a Product Evraleiatioti teport issues by Waiter A. Tlllit, Jr,;, P.E. t$ am
<br />ld # 1906)to the Clot l Prot�ctton Products, L[:f , Rure Chapter Mrs.
<br />eIG24-3, Method 10of the Flprlda 11,opartmlant of Sustness And
<br />Profeslsloinal RagUta'dvn.
<br />This pto"ia is being rasusd erf Evaluation Re orte3 described Msreir} nd tf
<br />been uoriiied, ll w dei'tanTye-fin aT Cotderros with the 2tb20 Seventh t dltlon of=the
<br />FlotId Buildi da arldtctlPe !11`tihs° a ng Is prdduGt ls` forthe pur rsse Intenders
<br />a least 6,44, slant ikt thatra, ufl ed by the uode."
<br />This Prodirat Evaivatftrn Report shall be subject to review and revistOtt fn use of
<br />a 6uliding Code ichanga that may affed its limitations and conditions
<br />2 UIDENCE � >UgITTEt3s
<br />21 • )RRR DUCCTEVIALttAT1ON DQC_,,.CI ENT (p Et9.1:
<br />Drawing No. 20-1764 'titled I`4A0E GALVANIZED STEEL STORM PAfili?t_t ,
<br />heats 1-7hrtr 25 of 26 prepared by 7titeeo, inc ; signed and Sealed by meter A.
<br />Tillit, Jr_>, P,E.; dated07(181,2020. This drawing IS an Intl=grel#ar'# frl rs
<br />Evaluation koport
<br />•,�
<br />63�11'r:1'U':3bthSttec04it;5-I'hlsiue'005).871-10»f
<br />Oa�T �,� ixtTTr11r4 �Wrt)�r*Ls 2G-ag to 2
<br />,ZPI?RT
<br />Larde rrtisalle im ct and fate ue load tests were rformed under`Protb T 'S
<br />Pa 9 ttB cols A
<br />201, 203:as per, section I= of the Florida .Building Clyde. Uniform Istatio loads
<br />as Tr# pet � 202 Protocol, Test reports prepared by Hurricane :Engineering A
<br />Testing, 'I))c,, Reports # 96-500 dated 081=fag8 a ,570 dated f19J18! 199:6
<br />#96-T310 dated 139/2011996 all three si ned and &dated by H tor• . Madirla4
<br />M
<br />P-_E., Fenestration Testirtff Laboratory; Inc. reports # 2032 dated 04116/1998 and
<br /># 2i2i1 slated 10/06/1908 witnessed by Gilbert Diamond, P.E: and Report No;
<br />4219.0..-4a,. dated March4-2009, signed and se ed b dm db ae , 8 al , .Y E . un larg ,Spada,,
<br />P.E. °anid Henry Haltem, P.E.
<br />Tonsrlp tostreport No. 9CM-197 by sae Matanurglbal, lno,, dated h+larch 13,2009;
<br />signed and sealed by Frank t'7rsto. P.E:.
<br />;W_vt- EETiNQ �rA1
<br />EJj .
<br />On 20 Ga e a6flixed SeeStornTatatformax,mirm,
<br />panel length vs, design.
<br />wind load, as well as mosimum arwhorspacing vs: design; wind load and plane!'
<br />'length based on ratio
<br />nal and comparative, at_i ais and In acc rdance With
<br />section 166 of the Florida Building Code. Calculations prepared bv`Tilteeo, Inc.,
<br />dated 11103/00 and 03112JI5, signed and sealed by Walter ,A. nilit, Jr., Pt.
<br />3 WMI E 1 ACT &IST -CE N'
<br />AMP �
<br />targe missile Impact und
<br />er section iti26 of ilia Florida Building Code, as per
<br />TA5 201 Protocol
<br />4, W1ND LQADS RESISTANCE:
<br />Z0 Gage Galvanized Steel Storm Poalel -has been verified to sustain wind
<br />SLr ;tires res. Maxlmtam panelJetTE,1#5°shalt bees 1ru11cated oM sheats'8,1fi, 14,16,:
<br />16 9 5 and 2 cif
<br />_,1 .2 tl 26 dfAroduCt Evaitratlt4n l0ocument{F'.E.D.), drawing No,
<br />20,171111, Maximum Anchor Span SiLall be AtO icated tin shoats s 9 10 11
<br />_ U ► , \
<br />'i' 4 1S 17: 'h.$1. 0 26 and 26 ' ` t3 r .o'.
<br />, , , 9, 2 of 2 ,tat Prrtdu i t=vaiuBtiQn Dr3Gutfiel't P.E.L?:j
<br />drawwtng No, 20.178
<br />5. tWSTALWl0N:
<br />Installation shall be performed strictly in accordance with details indieated.ori
<br />sheets 3 thru 7,10 thru 20, 20, 24and ~26 »f 26 of Product Evaluation Document
<br />(_P.E.D.Y, drawing No.10-176. Minimum adporation to glass shall be as
<br />11ndica#ed<on sheets 6, 14,16, 25 and 26-$26, of ProductEraluatlon Document
<br />(P.E31.j, drawing No. 70-176:
<br />nFrc�,��r.cladm�,�rrrre��r xn 2>huaark:m
<br />��rq�t�L iEHA cr �rI � A�1I�;SIoE�t�iiCA'I°Ii1�tS:
<br />f1 In , _ i3 Sh8 be strictly accordance n r and components . indicated
<br />with e $ ar Notes D�1 ;itldl red :on
<br />,. ,._ p�#nertts
<br />sheet 1, 2and 22 of 2ts`, of'Product Evaluatltyn DQGIrr}Lllnt fP_E.t .', drAwIng
<br />13o.2D•176; Anchor CifieaUons shsll'b� es tndir�ted ansMeetal' 7 nd 21 of
<br />Z6, of i3roduL�Ewaluatlon DocumegtF(P,E,{7,), dt»nng Alcr-?ti-176,
<br />7. LIMITATIt Q CQ IT E: USI=
<br />m h Ii�L �c Nit l�ikj O
<br />fi,
<br />7:. Shelf be stnClty in compliance vn1YM General Notes. ,'I, tt YMrLt 14, tntlitated
<br />on sheet 1 of ik1, as well as general (tiiWYr s i'f 1 thru 4.'and` 1 T thru I6, WI0a%Id'
<br />onsMeet21 of2l oi'Prradut lustio[rDrycut>rsnt{Fr-Iz D•},dravirin Alcy: w,176
<br />,prepared byTiftepo; lne. and:signed, and 0041e0Y'Wafttpr , TOfI ;.Jr,ti.P:lw;.
<br />7; .Product'ma :be installed withih Hido veLMIT1' HURRIOAKE ZONES a
<br />defined 0,6 section :1,0k2 oftMH Florida8uilditg hoda_ 7.3 Product st9 u7 a i on st Ito o ° iy � In al[Ead n p uT+sctoonctete.l�btoGk,'and
<br />wood frama Stru�iras ncrefa
<br />Product Evaluation Report prepared by Waft A. TIM ,, Jr: P. tFloilda L(csnsa
<br />No, fr7 Tii' Inc, 7 ,41. , President of tecv, nc, tFlortds C -O0Ii6 19
<br />tT'�1T TEZi::AhM4f,1K€Ct3Kt7s31R:E:. >* 0.Z`2 t 4.611 ,..:..7� _ T3 C S) - _ - 11 " b 0 -41 YEtO CT1C"1N. pnodu- ;rs. LLCA.20 GAGE!
<br />VANriEii&TEEL;>TC)R61fiA,P1EI.I.URWEi4GT7,BIREPOkTt.2d1#728:D't
<br />I L ECO 1r1 C
<br />WALTERA. T114J)T, 7A. P.E. t'rrtCC
<br />PR0><11�1)C`r Z .�I ALU ON.¢�
<br />�' TtEF�3RT
<br />Fli3:.A:l�fp
<br />REPORT NO �f-tt?2T:QZ
<br />PATE: July 1,:2020
<br />CA. PRODUCT TEaalzYr snsaliers.
<br />PRODUCT SUR-CATEGMY Storm varlets
<br />PRODUCT NOW; �rA`�E LYAIU �1S4vE TiRA.
<br />EsANE4
<br />MANUFACTURER: t envoi dtB..LLC
<br />480Q'S,W.S1 Street
<br />DaNde, Florida33W4
<br />: ;
<br />1 PURPOSE OF TtQW
<br />This is o Product Evbtuafrestr Report lesued by Walter A. Tlliit, Jr„ P E•'(System
<br />iD# 1900) to the,Ololaal Protection Products, do„ Rule chapter No.
<br />$142- .3 Method 1D of tine Florida Department of BLiatness and
<br />;Prafssalona[ i#oguMattio),:
<br />This,product
<br />q . dudtis being isSlled'an Evaluation Report as desorrEred heist and has,
<br />been verified.
<br />erified fUr cost plfattGe in socardonce with 1hie 2Q2t) Sevonth Edition of the
<br />Flor da Building Code a. e product is f u oao, l . B - d ng nit to'yerify tb-o th pro . uc or the .., - _, tntetided
<br />p >'iy
<br />atJaa st urvalent ''-thatrH§ Hired-' ` e,
<br />ad_ to . ri , . byth Code;
<br />iS P valu i Th rodudt E _at on R :' .$h ll ;s to re 1 a d revialti 'n
<br />alsirt a Ub.eGt v aiAP n n) Casa 1af
<br />a Ruildtng'Code change lhai m0y affied its limitations and cohhditions
<br />2. EVIDENCE B(1B�iTTED
<br />X1. Pt3tlDM1tG7' 01 LUAtION DOCUMENT fP' E is i'
<br />Drawing N9. 204T$, titled A24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru is of 1tt pre -at by Tiltsco, Inc,; signed and sealed by Wafter A..
<br />Tillit, Jr., P.E„ dated 0712712{)2ti. TIiB drawing la an lnteAtA +t#61s
<br />EvaluationPelatilt. �0,;� �1/,r'�
<br />y
<br />A1iRt0t r,
<br />fi35 AI:Rr AAtlQ#ty Suitti5 1ir0iFlltyrlda'3316 - PJ3H t4)5) 81-I�it I531
<br />FAPlP�Nf)UIL111L
<br />�1:09EQRTS•
<br />Lar. :missile impact iood'te>#ttwore arfbrmed under SSTD -BB standard,
<br />8e p , _ . , p 12 s#anda d as.
<br />per section 1609,1.2of the Florida Building Clyde, �Unif rrn static loads as per
<br />S Hon99 . . TT A.3 rAS ^ 8 .
<br />, ps 7tv. E 3 0 Test reports preparred by Atrterican Testing
<br />Lab ofSouthFlorida,I Ra ppr##] 1 .01-l1 dg- d't3i11Q2 witnessed bY' tNllliam
<br />R. Whiner, P.E., Baru Moroz, P E, .acid Henry-tiattem, F.E. acid f2epprt Na.
<br />0219,01-dg, dated February25, 2afl9, algned and sealed by Edmundo
<br />Largeospada, P:E. and Henry Hatt6m, P.E. L€irge missile imppdt and dyolic
<br />loadings per Protocols TITS 201 & 203• as pot section 1600.1.2 of the Florida
<br />Building d >t
<br />u n9 Code, i'+ss fLegntt prepared byAtnerican Tasting Lab ofSouth Florida,
<br />Report fltx T123.41.10, dated Nlovrimber23 241t) signed and led J E.
<br />po goad sealed by ulip
<br />Gonzalez P,E,
<br />Transit . s ,
<br />e test re rt No, 9CM 1 e pc 98 bl+'QG tetlurilr+fal, lnc.,.dttted March 13, 24t19"
<br />5 e a� sealed _.l�ri d nit as ed bjr Frank Grate, F.E; es,per,ASTM E,-9 and Telnslle Testis:
<br />r r00 Motallur is i R ort ilia. 1*M-13I
<br />1?e g 1T a t3 :.sled BCatntier 1 r201 sr nett
<br />sad ssafed, by J16try Jao)ofano; P.E..ae per ASTM E48:
<br />Z�,�T�l MRAL 19NI NURING LCULAMNS!
<br />Kin 2A Gage Galvanized Stoat Storm Panel for maximum panel length vs, design
<br />altind hailI -as well ae r neximurn anchorspacing vs, design Wind load and parrot
<br />length based on rattonal and comparative ha t
<br />9:analysis, s, and in accordance With
<br />"ctio 804, o ":h .P . Tt 1 f t e a s Buitdi Code. C i .rid st s at a , t cut ! ns prepared TllteCo
<br />p _pa d k3T
<br />Inc,,, dated IV! 5110 and 0812 113 forthis revision .si
<br />7 _ { )r goad and sealed by , Walter
<br />A.. dolt, Jr., P.E,.
<br />BILE EM RE:3ISTANOE•
<br />urge missile Impact under section 160911 pit the Florida uil#Ii- ode, Asper
<br />TD 1 r SS 2 99 Standotdand T S 201
<br />hj
<br />2I'Gage r7Slvanizsd Steel 9tlarm vat id hss been verifled,to sotl:46ln wlnd'-
<br />pressures. Maximum panel lengttVShall taa as indicated orr shset:l3'; 9,10,,'11,
<br />12 and 11' of 14 of Prddtlet.Evaluation'D.%u[n)errl (P.E.1T.); drawing lko: 2fi•1'I's.
<br />Uhx1mum Anchor Spacing sh ll aaliadi tin 1 1 pa g . a be cared sheets 6,�, 0,,1 ,13thru 16
<br />,and 18 of 16, ofProduct EvaluOeh 0oournani {P.E,l7,), drawing"No.20-17,s.
<br />24 Gap Galvanized Steer StoM Panel has been YeKffdd for code compliance to
<br />wark as a,nonPoMQSr alarm shutter assembly, as per SSTD 12-09 Standard: _
<br />I
<br />S: INSTALLATION:.
<br />Installation=shall b4 performed strictly in accordance rnrith #efalts i scat on
<br />qe y nd ed
<br />sheets 3 thm 8,12thru 18 of 18, of Product EvoluOlon Document (P.S D ),
<br />'drawl =I7S: Mi im r1g_CIM, 2tJ n, ,um se.parafion to giassshail lo-as :indicated on
<br />Sheets 3,;'6, 134 14,15,16`atnd 18 of 18, of Pfedudt Eveluation Document
<br />(P,E.D;), dirawing slo. 20.178,
<br />_ AikT , r I CHAR=-!Ee ,TLCSL.ANOSPEC[pI( nd=NS•
<br />Shaft be.st(104inacccordancewith,General Notesend Components indicatedon
<br />heel a f 2 d f1 D ro' B
<br />Ah 1sn. Z 8,. P duct valuationDocumerrt{P-.I;,D,)�t'draEwing'No'.
<br />20.1 75,
<br />Anc cir ' h S clfl " tins M` II s a e a .i d Cat d o eel- 0 1 Hof o
<br />ro u 't
<br />.Iaa �► t1 li sh 1 f i31 P d,
<br />Svaluatkrri I7oetttnent P,E.D, .draitriLtg Nt3.20»176.
<br />{ )
<br />Lr c
<br />A Z. _7. __Mt�TIDN,� A1ftO0JIIIDITI0NS OF USE. -
<br />on sheet 1(rf 18-ref Pncduct Evaluation Document P.E,t3 }<drawing No. 20-175
<br />preparetttiy Titteco, Inc_ and,signed b and sealed UvEI%rlA. Ti111t P.E. ra9 y _ _ Jr.,
<br />7:2 Prodl tshali not Rae installed within HIGH VELOCITY HURRtcANEZONES
<br />aB rlefirteddrT secflai)1CZ0,2 of the Florida Butkfing Code°
<br />7.3. Product shall prily be itisialled hitch poured concrete. conore* b[ocle9 and
<br />wood fWq* Olictutoa.
<br />Product Evaliiat o'n Re Pro > i . part p. ,pared by Wolter A. THiii, Jr„ ]P,>:, (Florida ,License
<br />No, 44167' oresid tit of -nifor o, rrtc, (I ands CA-baasrv9}
<br />WMIIL
<br />n_L TtL7�o AphTOS RECOf} I
<br />tiAC1+fLNFZEf1�1ER1 S1tyRM PANq
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<br />COMMMENTS FOR REGULAR A UEE GAF ''-f STORM PANELS t r4 x/�, a/�, <I� s/s. Ufa,
<br />�T B,e N cue: THAT CAST STOWE, OR PRECAST CONCRETE PANELS, STUCCO OR WO00 SGAROS BE MM ON (Sc"1/2-T'1 iW 4,1 O, , 3 4, 3w%1O, 5. 7/! c
<br />(11A{1r 1TrR >m E1OSTM WALL, ANCHORS SHALL K LONE. ENHIOH 1O REACH THE AWN STW4TURE OD" SIM POEL5 / 6/5
<br />o
<br />1: SFOf8r1 PAiIEL SNOWN ?7L rHN3 PRWuO'r fla1lVATbN i10CUMfNT (P.6D:) N4S SM VERIFIED FOR:,COMPUwa N AN04W K SHFtt. BE AS ME91190.b to 0.1) Am IN M2). _Ts,Toa^ (TOTAL warTkk:�-�.- ..,.._ ,�.__._._�..�.. + 5w�10,. OW111 h 7Wj1 i !V •-
<br />16.156' OCIAL WON)----- tt 4rm aktnCr) cF na,MwNLx 9ungNG tC) �_ 11.sw 4� +on* — � — [ C=
<br />QES1Qd) INNS 4OA0:4 91Mt1 EE Nits AS PER; SECTION t62Q OF Hi WNITONED< - 1/4 ':TAPCON IIrSAS, AS Mt XUFAC'iU 9Y I,iw BUµCM INC F, y • � '�(-,-Mr------s. •.: _ E 3' FA114 : ANCF�RS; .NOR CCIVCF Pf. SEE SCHEWlS�E ON Sq '15 8 is {) 3' WX ® -a
<br />A.. : ... ` -^ #14-10 PARELMAX F`€MM& 0 Ago P.ANELAVITE PEUS:AN ANCHORS, A5 MAlAtNFIiG#STfffif dW C%4= #51flUC110N PROOLLCIS:: ! - ,.-«,,,,,,1p 1 f4,_ _ 4.. ^- I "t TUN.:.'. r'UR YICDii Sk : L71##' tl!i SlIEE1S 10 dt 1t t NW, 1 W
<br />'FOR WNm.. AS RES}GORii TNE.J NW7!ERE YHS SHUTTERS 'ORµ. Mfi RiST ,ANC - �+(>NS R... .. f t„ s CO11 0
<br />:P41i A Q@iiGit1Y FM!:TOF3,Ndr .95.' A5cE 7-Te ANC 5MWi. NCT E7S#`tl, dTie• AWAMUM�, kS.D - r!4'Y L+C SLNEWS P N:U:S. 3s5 '•w.Y` 1. :. .�
<br />.. a aC x S ' :. :... :.. t"._ F C "`€ r .3bD` t1 QW :: iwcc 1:SSo^ a a' a :a .. »., ca
<br />it $W PRESSURE PFf" LtLGTCAM E#A`SHELTB 7 THRtt 12, t4, 1%. 16, 75 &: 34: / . P /6 W4tOo 9USNMJrk-AA CIS1HIfHU CJt CY ALL I+OeNT SCAEtVr h s�raalsro CO. � ^, _ � 1 a
<br />, '.:.. MKVEp' 4TEt1 .{' _
<br />a oRnER xD rrea:»r � +: ULTIMATE DES" wNn Lori uEranuuNe, stet rscE 7, l6CI)1 � r , ,. - D'• � .. . 'J 4 ,
<br />McWtAUM TrmEAp MF I R iRON RNrD warO Da rAneoam wCH s ratµ A kki t M i
<br />SFtAkl.9E FS,ST RECpiCEiH TO:A30. DLieN'-5'uIO' LGWSBY MW.: 6Y ,6 N ORS St44J; ,BE t/.2"' AiR±:2 P%7R ELCo. PANEiMATE Pws .r . �.. .r. (��j-�-�----v
<br />TN'hYEaO 1tIETA C. OIiD£R 1D:. ,.. ,. �.. - � � : �C/ 1' � r t � � t ; � , r # r r �i i �t N
<br />COY Aftlla 1>ATkE1,AtNE tuLE'. Uk, (' 7_ « p.*b i!R!.'iHfCKp�
<br />VANE W/ IA0.>d,6) OE9tU'N:PNEE9IME TAINTS NOICiOtO. CNN: SHEETS 7T#RNj 1^A, tA, 'tg, TS, }0 R,Zfl. 2.6a7 2,SSi
<br />1 �m at>Es ED9c, � ./ ! C-ao w4Y. � � 4 3 $`+ , S': � I . -ct � x
<br />Q2}�T11H'1R6lLC PFJ4TFATIOMOF TAG , INTO XMCCO FRAME' R :: m 1 21 TID IHREACEC .2, 7 A4iti:A-0S7 3: 3 1. -'• i
<br />c n.
<br />N OR�F:.k TO VWff W ,944M ON THIS PLEA'• AS TESTED WERE NOT (6EA STRESSED. A 43W R{CR W ALLCWAILE � j � its 6k'7. ,�iMt:t /. SI�O:. TYR.. CEtAY:. 4 :� 1' t � YZ
<br />t '. ry L.) Sti
<br />STRESS FOR WIND LOADS WAS .SM A SO IN iHM ANALnEM. FASTENERS'SPACNG TO WOOD *5 BEEN OttF7iMMIED R1 P6NEflv:ETON 4. SiUGOO S1A4L Bi CON&DEtLED AS PART fK TIE REgtt,K#n RNA IDEP 7ENE17N170N: 'w ECCE.. QVIT W ._�. l DEtgl S-,.. m 9 a_
<br />ACCORDANCE WART N.D.S. 2Ot6. C:a) MIMMU\i EOSE pISTAFICE of :flf:5CRE1M5, NDS WOOD SNAk BE AS RCOTED IN IRM OMWERC- . _ M6,B iF-ikt.OAE , _ _ _ M• A - s. , ib.S ® 'c� O (T7
<br />:� A d
<br />PM�:'S ,bEtAN1CY PGR RetPACT ANM:tMN6 RFSISTNKE lNS MN VETiS1M IN - WITH SECTION 1626�OF ---- _-_-. .-.-_______,-...---- ..<,,...m__„-----.----<
<br />1HE 62 h1FMCOM A PER fARM6CANE 17NpNFE16N6 & TESt1NG INC, S SIF- , 96-510 & 96-M AND CA) NIMMUA PEtIEtRlsii" OF WOOD. 9USHINO SHALL K !/E'. 1/4' Ik•-iO-SCREWS USED LL B' I t/2' LONG AWNMIIM G-..7.3tW, • S� : 4 � 4? G �
<br />F'ENEMIAAON 1`MM I* MiC„ REPORTS 12032 & 0126, AS PROTOCOLS !US-201, TAS-202 M10 TAS-20a 3NOULC STUCCO: F.XPrtc , " t" UODUM. t'OR WALLS WITH-. NO StUGIX1. ,.�..,....,.._.A��• � t.35O' � _ �� g C- � �
<br />AS WELL AS ANERICAN TEST LA$ OF SWIH FI.ORIDA REPORT �19Ai-O0, AS PER US 201,14 202 MID - i�'
<br />OR WOOD "003 at MIND (�1 5ri1R11 PAlZEL a Et1D Smilim P Nir- ? �'
<br />A" 9LI INUM E Ns. CIS) WAlL AmtOHgRS i3eMiL BE 1,414 ENOUGH To REALM THE VAIN 9rRUCfl� $Ek" PPRas.. ON THE E)UBTNtG a...�.,..i.16i'
<br />a ALL ALuµ+NUM Dams GNs Tc boss t Auar ANo tEMPER t mNER1n r,mED), set SHEET 2 ANc�Ion+GE StauL µE AS uwnCaEC N CI}. CA a c t)
<br />3 ALL ALUMINA SHEET IWAL USED AT CLOWAES SHALL WAVE 310E-404 ALLOY. a. 3 S' cc
<br />(0) ANCMi0R5:5lMtL Ri59'ASi#T a:'Ct1A%NMG ALL OF THE REW W,Nt3iRON5 / 'CGtS OF THE ANrtFMR'S MMk1KACfkRtETT. `);y '.tom• .. 2.t67"— OJ 47
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<br />A ALL STEEL SHEET W7AL PANELS SHALL HAVE STRUCTURAL OUAIM STEAL ASTM A-653 MODE 60 ItNIMUM. O-6o PAMMS DO Ln "'•_ �. 1 � t0O• A: a •T?y' _ .�.7 1 41r-2a, i 4Y-20.- ,�T25• - - .._ .. BOLTED PANE355 W/ �/N-20+1' 8. PAriEt5. kAAY ALSR BepAiEALt._TN #IpNFA1:lY FOLLOWING NlstAllATDN DETAASSNfhTN ON swim 3 TNRWOf+ 10 (SHEETS a ,f25`•I; s,W iwFrtD / ^-I�,760 ktN80LTE4 PANELS �, .9. M.S. 1#II:T w/� 7,/.6'.�� s 3' 2, a c
<br />mvmm STEEL 1foR W/PY• S&S I* (AFTER R&.M). W%+1EL.i@D ED6C'' : 4�> ° y )) :Tod" L• j .. ,tro' 'l IQ4 /g'
<br />iHIRWtii 6) E]ICEFT TORT NTXi r'jt 6 f y Sf1ALL NOT ># UsEO, .., j &• - t0 Am1IRE • m s z.., {SEE SEGTi(tNS AS F: },{ 1. .-. Lh O EA QVElNJ1P :� � � • f4 �.,
<br />/2 1 IXQ. T2 1/2* 0A . APR
<br />6, ALL SCREWS: 10 BE STAINLESS STM � OR 416 AM SUMS OR CORROSION RESPERMI T COATED CA MN SIM AS PER SILL R SHALL �BE THIS OF THE CONTRACTOR YO VERIPY. THE SOHA'IfiRl:SS � THE STRUCTURE WlR;RE SHIATflt. IS To 8E .r "``��� � ! .....� x � � APPLiC:iBtE) - t ( SECTIONS AS LICA�&) � DR 4N2 W/ SO . YtELD ST iflt AND 9O X& TENSRE SiREkK:M 0i: 91WL CCkPLY,fyf R:LOdUDE: 8t1aDMNG CODE R s .tO:O6• .,SF6, -TDD ,: tt Via' tQ-
<br />Sk7CT1OTI 24t .3:.T•4: ATT%KVINGSACHED OI$UTE PROPER ANC. THIS SHUTTER S1MsL1. ONLY BE ATTAiO$EO TO CDNCREi.. &OCK 0R WO00' FRANE ,. { +• D03' ,O_9J• 1 ii 1 ( 1 ,L,...,
<br />6. UpLrS TD AS,1M A-3o7LI
<br />STEER, OR AM aDP: SERIES STAINLESS STEL.:Y6M 36 WN . YSEtD ,� •. 2:000` -^. {!
<br />iNRRRlM , . !.. F AOa.. # t '..93A" A,EB" Sff . __'- ''/ _. ._.. fix, , .�
<br />STRENGTH,, - $0. EACH IEOULAR $POW PANEL. WTW W4 HS OVER 6'-E TNROUGH LE'-*, , AS PER SECTIONS th C 0 & TD. AND: AL1ET6kATmM 8W, �G 2.1 L
<br />6tTA6 'OETAA, # -
<br />7 ANCHORS TO -. RIV & 1GR ON SHEETS 3. 6 # 12 Y: SAE. RASE A LEOtSLE ANO:6EAotf.Y vf5iD[i': R+SIRUGONG OWNIER OR .: 1....r r' }
<br />W!Ai SI'MtL - F3LE#E TEAINAr Ta SECURE PANELS'WRH APPLICAELE RLEINFOROWNT OLM04 PEROW 0r HURTO TOME rtnRrNNG... � �.- I R: a. :375 ( 1 ,T25 l I o
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<br />U4 It THE SIOUXlATTO R$7D: CAVLR 1tL, SLIUrRER t%MFYtNEPiT EDGES WHILN REAR. :COIL W. ALT WITH � $ MaE t,60r t6D0
<br />�rALr. _ -, Nr .TS9UCLks .NIT
<br />/ TAPCDIT ANCHITlR AS NANUFACILNTEO 6Y LTW BUILDFtR, tNt". (Mkt, rros3t5s s,) TPrE SUFFERING TOP Nt Wm4WWuR tNiM2UEaN. l 11ETN1. 1W. SO' tUY ,
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<br />- t/'4` 4 »:? Y O#N-RiAPLiORS. AS:;;NPNTYFAOTUREp CY DEWAtr'.d4G. \mn. T"s�p:ni.j _ n:.
<br />I/Sim x.3AjAS"SDI9D-5Er , A8 iNsPW6utED Cr PgNT9CREW HOLY a :dO... t2, STOAN PAflF2. INSTALLATION ',WLq,t ODLai.X wRW SPF,GS NWCJITED IN," RkTAWfNt::.: PLUS AHr-Btlkt?NO AND ZONING 1YF.6uLATRRIs RDLMEO �CORk1ER 4 EH45DF PnNEt9 ri.iYt:rf�{, ,: SI^ i" __ _ ...,....-
<br />{Len., T' PROVIDED W THE 0K WOW PERMIT Is APPLIM ro. ..END L1R NEMIAED EDGE. � A'7• � o
<br />Z h - _NE110ER .i ���' 4 Bill4i� >t�F wmw sT'Ub A1�9inE tA%1"Ii
<br />- jt4-toPMiEiAL4TE FGWi IO k PA71F•tEfAtL PLU6. ANCNORS� As tALH4PAGR6t6>' OY E,Ctl O(7XuTRiN.'N4N PRORtRDS: t] (o) Tlgs PR6f#FCT � D9GUMENT tP.E.0.) PREPARED EY Tn13 ENGINEER iS OESERIC fJd9 :EELS NOt PRONRE INPW'9M11Dti tN�B) _ -
<br />rA191. 1+ 376fR pa t) FOR tom 5FEC#K PRSMi4T; i,e. MTI 111 irA SUE CONOMON5 DEVµM ER MI'TiE F,E 6.
<br />- 1/4'• CF Tlw-of6P Ar}GtIORS, AS Nl4NUrACTuaED sr TRu-PEST caRPORAifON tr« BCD pv.)' —� s r t ter.. 1 / 11 W 1 1 T-.►01,.
<br />_ r--. 1 4,24,34,44,55,T5,
<br />A.1) emmnlM aOm1#3 Ii. TAPCOFF ANCHORS MR) POURED OORORETE SHALL BE 1 M/4'; 2" ia1R P,9ik1MATE ff1A' A!E (b) CONTRACTOR TON FOR THE SET.ECRON. PttRr,ttASE AND RNSTALu&roN mLLO 4 LYe SAEm or nOs PAouxT r t� tlET,u,4 -. _ �(y.p 4' � " 1.Wf 10, 2YIr�tO, 3WJTQ. twf tf),. 6/r5 '-
<br />RASED ON THIS PE.D,. PRa4t9EG NElSHE OOE6' Not iRETM1E FRpM THE eo,>QF11DNs oETARED ar T16S OrE:UA2Ni- r •.390- ".'9F VNSL ,t6S` Jaw- STD. (.. AY-1O, dW EAR'S ¢ Sw11MSW%ORt 1CTETE 9EE1 9ON€4iiLE ON ',JiEETS.6 k 9,�_ '.
<br />SI AM PAI M IL PLUS AND 1 1/4 FOR CF TAT' -OOP ANCHORS. '17 'Ow
<br />CONSMOC{RRi SAM" AT SRE 0 THE CONTRACTOR'S RESPONSIBILAY
<br />A2) CAARS^N & SDLlQ-SET: ANtC1lDR6 SHALL % EMBEDDED 7/6• Wi0 THE PDURiD CONCRETE. NO, EIIfBi&ffErT 9R0 +
<br />STUCCO SHALL ' PEFtRT1Ep //4' IL-20 SCAELYS USED SHALL !1f t t/2'-LONG Mt1ALIM1 SHOULD 9RI000 E79Si, (m) THIS PR(M N UC'T tVAtIMM OOOUMD1't' K L 6E CONSIOERED OWAW IF MLOIFtEi2. - yyA T S SAW RMIET{D m FOR NOOD SEE SFt7ONs 4R SHEETS LD h r t
<br />40 1- MINIMUM MR WALLS WITH 1O STUCCO, ANA MAY BE NEAOW SCREWS TR ALL THIWMED �T&wS W/O WAD, (d) SITE K.4d7Y.tiO3' �.+ _ - •�M1 °
<br />r 1 _ s j 1 Amu 1 42 TIP 0,t
<br />PRO,RO ( SHALL OR PREPARED 6T A O FLORIDAWHO ILL SE REC E7 OR TpCfjRTECr WHICH WALL 6iCOME THE , 1 071.
<br />BUT LAIN WNG NtHS- ENDRNEER 0% PECt3Ab (E.tR.B.) FOR iFS PITOJECi ANO WHO WILL SHE F`OR THE l : 4.34J' •R.Ott2• , 140 t
<br />PROPER 1� OF V P.E,O. ENCdNEER #RECORD. ACING AS A Oe.ErATEh TOAGAEER lO T1iE i t -64 HtkE-MR :1 .tom• ,09a• . t.0)5
<br />A,a) Av CASE THAT PRECAST S1011W. PRECAST C�iCIiEiE RANFAS PAVERS STt1CCO OR g@Op 5yRDS 1# £OLRtp ON TOE pE.o- ERONiEER, S A11 StBWY TO THIS U4TTFR THE sRE sPECKC DRAwwOS fOR tTEAEW, 4OOAIgN AT may. t = ?A' REGULAR STORM PANELS 1 ' A Elf ELEVATION
<br />PANELS $KXL�WCNAS ME �m IN AA) AND I T ACK 'Ti?E #UN# itR1A:T49LE. CEiRNO. SllLi (A)TN� P°E.D. S+A.L WW THE DATE AND O WNAL SEAL AW SWNAUIRE OF TIE:�M EVEM' PANEL Q/�M e�...
<br />flAGINF,ER of RECORD THAT PREPARED IT,. t • L , W � TITS.
<br />(9) yG,•rJl& T� Waa1 As1x O-9D. 7.WlD' * ILl�i.� ASNER
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<br />14 SHIRTER uARUIN ACCOR?S CE W N SE � LOCATED DNA READILYLOW UILDIE LOCAL E STORM " g+�- .D63.• °'fb IACrC !..- T � N «F'"` Tl'tACiC. iirR7.:�i:ir ,� 2.tn"
<br />- t/4 A ]'APC#d .PAX:H01T'3 A5 MANUFACTURED CY I. 1'. W, BINLOFJf, INC, PANEL SHUTfETH N � iLttH SECTION 1709.9.3 OF FT.OROti BlILLbOM, CAttE. ;ME tA9EL. titiJJ
<br />1 4' A R 7/a CALK-4Hd ANT2#}RS° AS MANUFACTURED OR` DEWALT tNG. (WN. Nt+•1sOD pa3.} SHMA. RE PLACED iOR EVERY OPENING, LASELM0 TO COMPL4 WITH SECTUN 17G0°R;2 OF THE 0.4" (IRA,,) M' n S'wo Oft Opp_ «1 WHOLE %*I"
<br />*'0 % 3/4• #A.R7»-%T ANCHORS. AS 061MWTW Of ALL POW SCREW, WILT & 5PIECKTY ep, PORICA Bt.M,9EA5 CbOe � CALzS:EAxA'' L �'"1
<br />(MIN. IP .16TO p aL) c .: arMxL ONLY BE a6 Ltltg6 i t ref* l� a 1
<br />#t4-10 P!:WELMAIE` FEMN.£ 0 ANO P+WEIMATE PLUS ANCHORS: AS MANUFACTURED V EUW COtP�rAN onm 9
<br />PRGDUCts (AM1i. rt*2D7t RNA) µLMTMHMNHs odaAkr PEFTRHS 1H ras StxvE or rLGRrLA L 1 t•Db3 `> C� � �"` � +�
<br />4/4' i cF..rAF--•CE6P ANCHORS., As µMIgUFACTUREq BY TLNJ-FRET GORPGRAtNRr A. TI ,
<br />�,...:..• 37P tTA AA1AL
<br />C°3) MINNLRA EMBEDMENT tRT TAITOON 1VlOHdRS, E4.GtY°PANELkAATCS AND ORTAP-•O:' rL(ifttUA..:su4wtMs- CODE . "h Ya)¢O) rorleirn6 ZHurW -:{ <.. .: w p, 431t61 '. ' i ;.�. ••.,;t11'^ L
<br />y ANICHM tNTD T1E 1'T+ r ass
<br />aw" uµn- SHALL ®t I L/A ., eroaem realm° nx - Tk fLtaR10A HU1LOrNS CODE IT Y6Eaal HUT41OOnW Zon9' EN ' •.T rLOa1pA 9UIC 01NQ G00E H- Ir Y•W6 Hu can 26Ft6
<br />yt RO SAGE GARVAt ZEO STEEL STORM PANEL Mom 9mtoA' s A:
<br />00. 4 tAmw m6 o�T•� Npcts£i aF RANT � : ATi �raa i Uarn 6e rs, 9�m Tama, we fP:
<br />6,2) cars-N a SWO-sir ANDH� u RE €�LMM 7/6 INTO 14 CONCRETE I9UQCK uwr: ao #67 m L. To , .- 20 DAM "I VA = STEAL SIM Pt 7o CAGE GALVANIZED s1EEt RANU
<br />INTO STUCCO. SNf" 9E POWTI6D.. Ile •-20 SCl�ivs':USED SHALL BE 1/2• WHO MINIMUM S �CO • . C ••,• ssD .,T: tmg157E' : � }, ,.: 6Nino:sE .. • .4A167 _ 9RNPI m
<br />DOST .AND I•:MMRAUM FOR No sot. _ • MDBAL MTEaMN � 011C'TS, d U.C. °' 1Qp9 : jil�„I Q ,E �,�'_._ ... --.. z , s*,.
<br />, w,uLS WIN R:co. S7 1>)rc. 3.DD0• � F •-. .r....." Haav�9 SECTION A --As �rT. � —� a7AmVAmAP
<br />'s t'•. ()f AgmsW.6,mm Ai PAN L ,'/(1 �10E GLOBAL MTECnoN PRQDUm Lm ,,, - titMAl PROTiGTWN PRt#DkiGiS U.C. a„c
<br />'r�Qrt41~; ...1. wAWMLAf mn ReEN99 sTsa WxN6a6Tev 20-176 PY7: ja T 0ii.iG�►lttMt, AM14 51STREEr NHS. zq ATf 4A, IL �►�1Me. +tnasxIIIS T
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<br />!�ffi-FLR � � SEGHONS -
<br />TOP h BOTTOM MOUWMS CM BE
<br />COMER :D N ANY WAY TO SUiT ANY
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