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<br />(SEE SECTION EZI ALVERNATWE MW ON SHEET Is)--'—
<br />,3 Mo.,
<br />r*(311 NOTE 21
<br />27
<br />LAST PMELCD TO BE INSTALLED AT EACH .OPENING SHALL ALWA)% BE
<br />1/2' 'd P DIE TO FACILITATE UNSTALLATPON IF INTENDED
<br />. ROVIDED
<br />TTT� Pa:1.
<br />TO SE rNitN INSIDE OF STRUCTURE,
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<br />AT 2 Pffii
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<br />PANO, I NOTES
<br /> --1l-T-T-T-T--n OF *L* 1 (1), WOO E-Z WANG STORY PANEL SISTEV
<br />R PANEL) I%w� C6nLTFIACKS TOP &BUTTOW
<br />(END COAM.
<br />(INITERIOR PANEL)..(END PANEL) I 11�x- I
<br />SEE NOTES 2. 3, 4 1 SEE NOTES 2, 3, 4 Ir (V (2), END PANELS SHALT_ "WCONNECTED TO SOTTOM TWX
<br />OTHERwi A STW wTBE CONNECTED
<br />BE PWADED Al'TOP OF SUCH
<br />MAX. PANELS,
<br />1(3). IF END PANELS ARE CONNECTED TO poll TRACK, CONNECTION
<br />Si CONSIST OF 114*11 MS, Ill 1/8"ilix3/32" WN6
<br />-Kxm P*Au w/ tvowl,
<br />ss. Ill . t6 0 " BE AT 01 T*O
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<br />EMNIOP FLAT IIAl Or VZ t1i
<br />1 1
<br />LL JLJ I 11!�!!l sox
<br />_U_ _L -11
<br />OF V (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />MAX, TRACK (Le, A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />HIMTTI I I I I I I I I1111T- SKAILL CONNECTED TO TOO,
<br />T 1ULT_TT TFM
<br />PANELS BE BOTTOM USING SPECS
<br />t:EfINDICATED ON NOTE IN S CONNECTION OF
<br />1.1 1 1 1 t 41 1 � 1 CAW,
<br />I I L
<br />I f 1 PANELS TO SOMM MAY 04�00R AT ANY PANEL LOCATON.
<br />'?Ijj Li 1U J-1--1-1 L .1 i'LL14,
<br />NOW 4----Z--
<br />rl r M_ 3, 1 L,
<br />IEE tun,t INSTALLATIONS ONLY VALID FOR MNO,
<br />LC7)./@ NOTE
<br />ANC44ORS SPEED UP TO 170 mp,h,
<br />ALTERWAINE EZIW OR Si 1i
<br />*EZIW/18
<br />IXEICAL ELEMION EQR SERIES 200 E-Z. 8ANG STORM PANEL (j) SMEM (t)
<br />SCALE:
<br />1/4, wft OAP
<br />0 x
<br />7 7 7w7 777
<br />wx w
<br />SECIIQN A-6
<br />SCALE:
<br />FLORIDA SUILDING CODE jNan wlt Vall Icana zorl
<br />•gie:?4 GAGE GALVANIM STEEL STM PANEL owe w:
<br />.44167
<br />0 A C —0. It OLDSAL PROTECM PRODUCT% 11r,
<br />TEt
<br />t STATE
<br />4ow Ix %I STWIT
<br />•A�z 20-175
<br />;44
<br />_.o 000"
<br />or Is
<br />I
<br />AWVEN�`tl' EE tING
<br />1111101111i
<br />Et4GM8F_RfKt3 Expolesse
<br />1PRODUCT EVALUATION RIEP00r
<br />September 15, 2020
<br />NA' �M R2,
<br />' togtrLt'
<br />Pmducthiantifectwer, AkAtrittIcanShuftfoOnCISIAss
<br />marrufacturarAddressi iso Donna Road
<br />01"t Palm ffesich,ik 33409
<br />Product Nome & Dessidirlon. 24ga 6plamizad Steel Storm Pa
<br />Scope of Evalliatllillon.
<br />This PmduptEvalwwn with the of -the Florid
<br />Deportmerl'of Bus;pw::rP1=s==- Suilifing C111 "1107111), Rule Chapter
<br />The product noted above has been
<br />tested andfor evaluated as 3untriarleed heroin to shovircomplance will the Florida StAiding Code
<br />SIwarti Edftn (200) pill Is. for the purpose Intended, at least equivolent to that required by the Code.
<br />R6-evWLWUoh of this product shall be "Inad following parlmorit FW48 Building Code modficallons or
<br />revisions.
<br />SUbstantlatthgD818.
<br />. E89DUCTOMILUAMONDOCUMEM
<br />EX drowitn4#20-316000od 124gaGelvanized steetfStorm Panels (l1VHZ a Ncn4WH4%5heaft 1-5,
<br />PrePON4fry Engineering Ponal signed ilsookidt by frarthEarituado, P;E. is-arrintegral part Orgill
<br />Evaluation Report
<br />Un"Orm 140,10141111 PlIrformall has been haded in atoolinfanceIvIth TAS 902 test standards per test
<br />Sti
<br />t*wC.);li _1 7_004 by slackwaftf Teel Inc;
<br />Large In"le impact resistance and cyclic, cadrig perharmance has been bul In accordance vAth TAS
<br />201 and irks 203 halitsendardis per test report(s)TIAOT-ASI-31 7-001 by Sladornitter Testing, Inc.
<br />Structural engineering calctrittlonshave been prepared which evokate, the produdbacrI&On
<br />comparative and/or raRanalanalyals IpIgaffy the follarAft,desion critarl ,
<br />A. Maximum Allowable Spain%
<br />Z MWITINMAROWObloSparts
<br />3, Minimum Wass Separation
<br />4. Anchot6padog
<br />115OSW 0- AViENUIESUtTE 100, PEORFIELD BEACH, FLO44p* 33442
<br />(954) 354-0660I ($66) 396-9999
<br />TrAK*Emr.iwsERihqExPFl
<br />.44
<br />f-Flaill, 1 (111 - —MAk. t "'WON
<br />awlll -a H
<br />IX
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<br />ENGINEERINC3
<br />Page 2 of 2
<br />All American Shutters and Glen - 24p Uvanized Steel Storm Panels
<br />N[033% Inerestain, used InIthedeplign0thisproduct.
<br />Sapprodon from igaid" Is not requited Yo0nalallations.oubil of wind zone 4 and spoartfiall fiediftfies,
<br />Impact Resistance.
<br />Large Impel Resistance bps been dooknTstrated as evidenced In previously Kelso Ierstrepoift Mod is
<br />secou rited for in the engineering design of this produd.
<br />WndLoadResistance,
<br />Tli product has been designed to fasist*nd Loads as Indicated in the span schiplultral the
<br />isil Product Evakwift Document P:e, engineering drawing),
<br />Installation
<br />! proOlAc0shall be insiolledin strict complal will respoCIVe Product Evaluation Document (14,
<br />.11:1noehigil drinmil -pilonli w1th all Components noul therell
<br />Product components shall be of the material spatted In that priti respective Product Evaluation
<br />Doc urnent lie. Engineering drailril
<br />UmItationsA Conditions of Use,
<br />Use of this product shag be In strict sawfdal with the respective Product Evaluation Document (i.e.
<br />angineeft drwM* as noted herein,
<br />Allsuppol head structures shall be desIgned to replat oil superimposed loads and shall be Ole oulderril
<br />Wed ittThis prodi respective Hoststructuro, coh4ftoswinfoh sterol accounted li
<br />in We prcdu�rs respective-anchorschedule shall'be dps�ed forms trift-specific basis by'a registered
<br />P1, onal eflatneer.
<br />All comporeft which are permarrentIV installed! -shall be protected against corroslort, contamination, and
<br />Other Such damage at an limes,
<br />This product has boon designed forui wNfil and outside the high Velocity Hurries" Zoos fHVHZ$
<br />frill Bonnexi PE
<br />]ENGINEERING f)OWEW
<br />#PE004049 I Cert. Audi. 9885
<br />160 S My Wx AY*W us SUITE 10 6, DEE 9 Fie 0 BEACH, F1 Il A, "44 2
<br />(954) 354-()660 1 (866) 3915-9999
<br />TEAM CON
<br />tNtwINFoRTNGExPR965,COM
<br />INSI&LOON
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<br />SERIES 2QQQ E=Z MANG STORM PANEL(l)
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<br />FOR MAX, DESIGN
<br />Mr.. PANEL L040TH
<br />SHALL BE 21-15"
<br />FLDl WILEffil COOL an High Velocity "a Zone)
<br />a o.4 I "M U3120. W_ 14 GAGE GALVANIZED STEEL STORM PANEL DOW Al
<br />1. INSTALLATION ARE ONLY VAUD XS.D_
<br />PRESSURE RATING +/- WO psl AND, 6'-r MAX
<br />PANEL LENGTH;
<br />2, FOR NEW WOOD FRAME -CONSTRUCTION: Ill
<br />STATE >
<br />ILIECO I c
<br />"ORM P
<br />GLOUL MIEMM FROol UC.
<br />MEMENEIRS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />ft; 4_1
<br />Wei (W)UN-76-i� f* (04)al
<br />DENSITY OF 0.56 OR EQUAL,
<br />nN Jelm i
<br />Mom f.�
<br />r
<br />*ww `1 or I&
<br />ALL AMERICAN 5HuTrERS AND GLASS
<br />24_90ALVANIZEalsTaL STORK PANELS 4HVHZ & N-ON-HVHZ),
<br />fop MPUNT
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<br />SEPAW2N §CHEDULE-
<br />24 GAUM
<br />MINIMUM STOW PAWL-SOARATKIN FROM CLASS
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<br />RRIEFUT.
<br />Z�31443
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<br />PIR A ,O%1 *WQJ'O
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<br />W=JL00.f 00.", Ik TAB. Molt. Wfift SJUE MOUffin AAt A01
<br />S- -AlIfli $M -WAIl wag 601`0"Cl M PER <
<br />vTkell
<br />oil rh 4
<br />2219 to -.1 oil
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<br />ACCEP,.6m arletitwIssust X.I.MER LOAD. 0 OK
<br />GLASS SEPARATION NOTES:
<br />1. ENtg=IAZ WITH POS11AWDEOW Ull VeItAMINE
<br />FORT , AWTIONFRCMTRE"MTOMPROTIECTED.
<br />2- SCHEWLE MAINQUI RED FORUM WrM POSITIVE LOADS ONLY, for"
<br />INTERPOLATION SETWEEN WADS 15 ACCEPTASM {THERM USE NEXT MGHEK xom*ft_A$
<br />LOAD, wzal
<br />1 FOR INSTA"TIONS Wrshl THE WMZ ANUOUTEIVEOF eSMWTfAL
<br />FACILITIES IN A$!W WIND ZONIJES, I THROUGH 3, THE GIA% WARATION
<br />SCHEDULE IS Not NjNO MINT MlSEPARATION FROM THE
<br />PROTECTED OPENI:M=AR
<br />>
<br />L OPTIONAL INTERIOR FASTENING DETAIL
<br />.
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