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EZ1W/18 ANCHORS
<br />----(SEE SECTION E21 ALTERNATIVE .110 1' I-ECT is)
<br />Mp,
<br />(SEE
<br />)ISM NOTE 2) -0.4
<br />(9 1 NOTE V)
<br />'790
<br />W*# ALUM7
<br />RNET LAST PANE1.3 TO 13E INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />n ?A ED Du: To FACILITATE INSTALLATION ir INTENDED
<br />D`VTF RD=
<br />t 'to BE IN= V INSIDE OF STRUCTURE.
<br />rL J ][Al
<br />NQM
<br />_T, 'T")
<br />61
<br />OF 1-Z HANG STORM PANEL SYSTEM
<br />(:MU PANEL) (INTERIOR PANEL) (I R PANE (INTERIOR PANEL) (END PANEL) C ING OF PANEL + DO L TRACKS TOP & BOTTOM
<br />SEE NOTES 2, 1, 4 1 1 1 SEE NOTES 2. 3, 4 11, END PANILS I,. &IWTS.E CONNECTED TO .1011 TRACK
<br />I OF SUCH
<br />OTIRERWIS A STOP HALL BE PROVIDED AT TO,
<br />P AN UINGM PANELS.
<br />/E1
<br />- N)o P.f, IF END PAND-S ARE CONNECTED TO BOTTOM TRACK, CONNE�CTJDNI
<br />SHALL CONSIS I OF 1/4'0-20.3/4" M.S. W/ 1/8'41N25/32' WIND
<br />LIT OR �%3/4 MIn. THUMBSCREW INTO TAPPED BORON
<br />TRACK, OF FASTENERS MAY RE At EITHER OF TWO
<br />L��4
<br />EXTERIOR FLAT FLANGES OF END PANEL.
<br />A-1
<br />(4). IN CASE. THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />T TRAC ([-.� A STOP BAR IS ONLY USED AT TOP) AT LEAST TOO
<br />�-T PANEK S SIAALL BE CONNECTED TO BOTTOM TRAC:X USING SPECS
<br />INDICATED 0 NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK MP OCCUR AT ANY PANE, LOCAIToW
<br />SEE NOTE 4
<br />I. NI t INSTALLATIONS ONLY VAUD FOR WIND
<br />z1:1TE cbwo
<br />ANCHORS SPEW UP TO 170 p.h,
<br />__ -SEE SECTION 1:71 A, ALITRNATTVE E7IW ON SNEEI is)
<br />*EZI/TB,
<br />EZIW/18
<br />TYPICAL ELEVADON FOR SERIES 2000 E-Z HANG STORM PA EL(J SY51EM (t)
<br />SCALE: 3/32'-l'
<br />I/C mox. GAP
<br />-i WHOLE Mulm
<br />77 7 `7 77
<br />MAIL GAP cl)
<br />SECTION A -A
<br />SCALE 3/32"=I"
<br />EN FLORIDA BUILDING CODE (man High Vajocity PIP cone umo)l
<br />IsTaX, 01C EF.
<br />24 CAGE GALVANUID STEEL STORM PANEL
<br />` 1 � iV�
<br />r,44167
<br />STA * 11LIECO iste GLOBAL PROTECnON PRODUCTS, LIC. DIM
<br />STATE 0
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<br />.. -,!"- - wP I 0tKNL C'M DAWL TL 3331*
<br />ZORV - - A. to, (W)SO-Irm? 20-175
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<br />ENGINEEL-41NG
<br />ENGINE:E:RiNG ExPRESS
<br />PREIDUCT EVALUATIC3N RLIPORT
<br />September 15,2020
<br />Application Number, 17869A - R2
<br />FX Project Number. 20-31543
<br />Product Manufacturer All Arnerican Shutters and Glass
<br />ManulacturarAddress ISO Donna Road
<br />West Palm Beach, FIL 33409
<br />Product Name& Description: 24ga Galvanized Steel Storm Panels
<br />Large, Missile, Impact Resistant
<br />Scope of Evaluation.
<br />ThIs Product Evalturtion Repoirtis being issued in accordance with the requirements of the Florida
<br />Deportment of Business and Professional Regoiallon (Florida Building Corruvission) Rule Chapter
<br />SIG20-3.005. F.A.C.. for statewide acceptance per Method 1(d)_ The product noted above has been
<br />tested andlor evaluated as summarized herein to show compliance with the Florida Building Cod"
<br />Seventh Edition (2020) and Is, tor the purpose intended, at )Last equivalent to that required by the Code-
<br />Re-evoluation of this product shelf be requited following pertinent Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />. PRODUCTEVALUATIONDOIC.UMENTS
<br />Ex
<br />- drawing #20-31543 Viled "24ga Gatvanized Steel Storm Panels (HVHZ & Non44VHZ)', sheats. 1-5,
<br />prepared by Engineering Express, signed& sealed by Frank Bernardo, P,E. Is an integral part ofNs
<br />Evaluation Report
<br />- TEST REPORTS
<br />Uniform stallic stnichnal performance hat; been tested in accordance with TAS 202 laid standards per lost
<br />toport(s) #113T�ASG47-0011 by Blackwalar Testing, Inc.
<br />Large missitelmloact resistance and cyclic loading performance has been tested In accordance with TAS
<br />201 and TAS 203 test standa(Tis partest report(s) #BT-ASG-17-001 by Slackwolor Testing, Inc.
<br />- STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative and/or rationalt analyst-. to quaffy the following design criteria:
<br />1. Maximum Allowable Spans
<br />2. Minimum ARawablaspans
<br />3 Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12'� AVENUE SUITE 106, DEERFIELO BEACH, FLORIDA 33442
<br />(954) 354-0660 1 ($66) 396-9999
<br />TZAMOENGiNEEpi N GlExpxEss.ccm
<br />ENG:NEEAiNGExPREd,s,coM
<br />ENGINEERING
<br />PW 2 o4`2
<br />All American Shutturs and Glass - 24go Galvanized Steel Storm Panels
<br />No 33% Increase in allo"ble stress has been usedin the design of this product -
<br />Separation from glazing is not requiRed lot installations outside of wind zone 4 and essential facilffies.
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced In previously Rated test Toport(s). and is
<br />acmunted tot in the engineering design of this product.
<br />Wnd Load Resistance
<br />This product has been designed to redidit wind loads as Indicated In the open schadulo(s) an the
<br />respective Product Evaluation Document Oe, engineering drawing),
<br />Installation
<br />This product shall be Installed In strict compliance with its respective Product Evaluation Document Q,e
<br />angmearing drowing), along with all components noted thatem.
<br />Product components shall be of the material spsaad In that pmdues respective Product Evaluation
<br />Document (i.e. enitineering drawing).
<br />Limitations & ConaVons of Use:
<br />Use of thiss product shatl be In shirt accordance with the respective Product Evaluation Document (i.e.
<br />engineering dnwWrig) as noted herein,
<br />Ali supporting host structures shelf be designed to reslat oil superimposed loads and shall be of a material
<br />listed In INS product's respective anchor schedule. Host structure conditions which are not accounted for
<br />In this product's respective anchor schedule shall be designed for an a site -specific basis by a registered
<br />professional engineer,
<br />All components which are permanently Installed shall be protected against corrosion, contamination. and
<br />other such damage at all times.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />"! th
<br />0E, 1 2
<br />Frank Sennardo, PE
<br />ENGINEERING ExPREssIA
<br />kPE0046549 I Cert. Audi, 9895
<br />160 SW 121� AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(9S4) 354-0660 1 (866) 396-9999
<br />TEAM 0 ENCtlifl-RINGEMPKESS, CON
<br />ENGINEERINGEXPOSS.COM
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
<br />IN19 POURED CONCRETE� CONCRETE BLQCK A�ND WQ90 51RUrTURES
<br />7,
<br />TAP.
<br />--1/41
<br />CONCRETE $LOCH ANCHOR 0 IV OC�
<br />REQUIRED.
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<br />EDGE oFff FROM EDGE OF
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<br />U-SEPARATION
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<br />X1.11AIUM POP "o
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<br />RIVEr RIVETINUM
<br />It D1 01
<br />MAX,
<br />---I PANEL LENGTH PANEL LENGTH
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<br />CONCRETE AILOCK
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<br />SCALE 3/8= 1 SCALE 3/8-1
<br />FLORIDA BUILDING 220E J�.n 919h If.lcIffy 140 one zono)l
<br />NOTES:- MIN. PANEL LENGTHI z .1' E, L44 I ri.
<br />o.441 i .2m Thtom INC 24 GAGE GALVANIZED STEEL STORM PANEL
<br />I . INSTALIXTION ARE ONLY VAUD FOR W, XS40- DESIGN SHALL 13E 2 -6' Tn s,
<br />5 ATE (I 01/27/mb
<br />PRESSURE RATING 4C.D p.s,t AND 6'-D' MO STATE of GLOBAL PROTECTION PRMCM, LLC.
<br />PANEL LENGTH.
<br />117� �m
<br />2. FOR NEW WOOD FRAUE CONSTRUCTION: WOOD B�,R, ft 3331.
<br />20-115
<br />PINE No 2, W/ SPECIFIC
<br />MEMBERS M BE SOUTHERN [4mga-vus, Y., r"-XWA-FV
<br />Z
<br />DENSITY OF O�55 OR ECIUAL.
<br />NALTER I TILLY, I
<br />Zvi SHIM 14 OF m
<br />. A f
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS �HVHZ & NON-HVHZ)
<br />MP MOUNT
<br />TIPE AS
<br />ROAM.,
<br />BOTTOM MOUN;�J L
<br />(CON N TYPE A
<br />REQ'D)
<br />R0,3 I
<br />MAY BE AT To
<br />& Q
<br />r-l'\ TYPICAL VERTlCAL'MOUNT"E"LEVATION
<br />\1V ILT S, ELEVATION
<br />lJLDC6T1ONMAYVA9Yi
<br />BOTTOM MOUNT (OONN-/ ; J
<br />TYPE AS REQ'D)
<br />ELOW
<br />CTION)
<br />PANHH_f� MAY SEE NOTCHED 115O�L�1111.Ed, W'-2D 9TITCH
<br />PRWIbM THAT CONNe,:, M ITHMASHEkED
<br />ANGHORGARIE, USTI) WHO CH SATISFY WING NUT$ PA.STENED @
<br />rPANS ABOVE 9 BELOW 635MICTION. OVERLAPS a MIDSPAN t
<br />4PPRORRIATESPAN TAU
<br />VERTICAL MOUNT ELEVATION
<br />(NOTCHED PANELS)
<br />ELEVATION
<br />NITS,
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM 5TONIM PANEL SEPARATION FROM GLASS
<br />(KV117 , WIND ZONE 4&
<br />ESSENTIAL FACRITIES)
<br />MAXIMUM
<br />DESIGN
<br />'ABU
<br />INSI LIATIONSLESS
<br />INSTALIATIONSOR
<br />PRESSURE
<br />TUAN 30'ABOVE GRADE
<br />THAN 30'AWVE SILAGE
<br />1-30 -b�
<br />2,16 I�
<br />13DDI.
<br />$461.
<br />2.16 I�
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<br />609'.
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<br />2�53 I�
<br />�f-ao 231.
<br />__tJ
<br />-170
<br />36A Ift
<br />IS 111.
<br />1-90 fl�
<br />71a.
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<br />?M!" i
<br />WAN tiLHbULJLt NU I
<br />1. ENTER SPAN SGHEDUUES WITH NEGATIVE
<br />DESIGN LOAD 6 PANEL FASTE14ER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE F-09 USE WITH
<br />POSITIVE LOADS I ESS THAN OR EQUAL TO
<br />NCG_ DESIGN LOAD$.
<br />21 'PANIEL FASTENE� ARE STUDS 41$190 IN
<br />CID143UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('F-TRACK, 571JODW ANO E. ETC.). USE 6,257'
<br />OC, PANEL FASTENER SPACING TABU VALUES FOR
<br />ALL *H"- AN" ' U',HSADEP5 (INCLUDING BUILD OUT
<br />3, LINEAR INTERPOLATION BETWEEN LOADS 15
<br />GLASS SEPARATION NOTES:
<br />I ENTER5PAN SCHEDULE WITH POSTTIVE DESIGN LOAD TO DETERMINIE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROMECTED-
<br />2 _ SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY,
<br />INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE� OTHERYVISE USE NEXT HIGHER
<br />LOAD,
<br />3, FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES it; ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED.
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />FAS N13FED IN DE$IGNI
<br />DESIGN NOTES, I SCHEPWLE5 J
<br />IOSETIVF AND NEgTIV,[TD6B16N IRESSORES �A_,CIJ LATED
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<br />SE I INGIN N. INAC A T
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<br />ANCHOR NOTES:
<br />LE APPLIES I[) ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVInES
<br />ANCHOR $FACIWi. MAXIMUM ALLOIWADMESPAN5 AND PRESSURES INDICATED
<br />ALLAPPLY
<br />CHI LE aAsrDON PANEL FA57ENERSPAtINS, THE EXISTING STRUCTURE
<br />IYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />I $ELECT SPAN GREATER THAN OR EQUAL TO SH UTTER SPANSELECF
<br />;EDON APPROPRIATE MOUNTING OONDITION LSEE MOUNTING DETAILS ON
<br />15"ARESTUD USE NEON1 NCTION WITH ALL MOUNTING EXTRUSIONS
<br />ANGLE,,r=Tr) USE6,25`n.0 PANEL FASTENER SPACING TABLE VALUES FOR
<br />�ERS (INC=Nq BUf-DOUT CONDITZCINS�
<br />BE INt7A IN ACCORDANCE WITH MA�UFACTURERV RECE)MMENDATIONS,
<br />ID&T S HIA,
<br />S�ULCI#ES LLCONFORMTVA5tI1C9OIA.QCH,.
<br />ASNT MA L ASACTED IN ANCHOR StHEDWILF.
<br />VIENTAND EI)GEMSTANC5 EXF��DES STUCO3, FOAM, BRICK, AND OTHER WALL
<br />IES SHALL BE LIMITEDIO 1,14- MAX OR SHALL BE VMFIED BY OTHERS TO
<br />10, WHERE ANCHORS FASI-EN TO NARROW PACE OF STILD FRAMING, FASTENER SHAL� BE LOCATED, IN
<br />CENTtPLOFNCM1 NAL 2" X 4" (MIN.) WOOD STU D (Y," EDGE DISTANCEIS AC(:ErrrA§LE FORW=
<br />FRAMINVI. WOOD STUD SHALL BE "SOUTHERNPINE" G=L[�SS ORGRFkTER DENSITY, LAG Sm- EW
<br />SHAU-1-JAVE PITILL19S PAN HEAD ORHEX READ�
<br />it REMOVABLE ATICHORS ARE-- DEWALTPANELMAT�E;ALL�POWTS50LID-SE7F,�,EkRASSBWSHING
<br />12� MACHERESCREWS $1-ALL RAVE III" MINIMUM ENGAGEMENT OF7HREADS INTOTHE-5A8E
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAL), TRIUSS HEAD, OR WAFER HEAD CSIDEWALK BECT) U N'Q_
<br />13 M1%My.11NE,1,1'113 AA EIITTANI�l EDGE DISTANC�.-%l DES STUCCO OP. OT HER WALL F1 NISHES
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