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<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PAN L (T) SYSTEM (t)
<br />'�CAtf 3/32*-1-
<br />SECTION A -A
<br />SCALE 3/32--l-
<br />ENG11`\JFEEP�INI-3
<br />EIFI113114110ERING 1EXPRE88*
<br />PRODUCT F-VALUAT113N REPORT
<br />September 15, 2020
<br />Application Number 1711109.1 - R2
<br />EX Pro" Number. 20-31543
<br />Product Mantilocturer AJI Arnancon Shuttons and Glest
<br />Mentiftecturef Address 1540 Donne Road
<br />West Palm Sesch, FL 33409
<br />Product Nams, A Dessaliptlarr 24go Goiss"od Slasell Ssorm Panels
<br />Large Wd*fo Impact Rashatom
<br />Scqm of Evaluation.
<br />This Product Evelisibon Report Is being Issued in accordance with the requirements of the Florida
<br />Departrinerst of Business end Prolosslonall Regulators (Florida Sta" Commossisori) Rule Chapter
<br />SIG20-3 006, FA C for statewide acceptence par Method 1(d) The product noted above has bow
<br />WM#d andtor evaluated as summarIM herein to show corrollanco with the Florida Building Code
<br />Seventh Echlion (2020) and is, lot Me purpose intended. at least equivalent to that required by the Code
<br />Re-evolusition of this product shot be required following pairtmorst Florlde StAlding Code modilicallons or
<br />revisionis.
<br />Substantiating Des:
<br />Is ffl0�0XUCT EVA OCCUMEN72
<br />EX drawing 420-31543 sided '24ge Golvinized Steel Storm Panels (HVHZ & Non44VHZ)'. sheats 1 -5.
<br />prepared by Engineering Express, signed & sealed by Frank Sonnardo FIX is an integral port at THIS
<br />Evaluation Report
<br />. TEST REPORTS
<br />Uniform stalic s1ructurell performance has been tested in accordance with TAS 202 test Standards psi test
<br />report(s) OBT-ASG-17-M by Blockwoster Testing, lnc�
<br />Law missils, Impact nouganco, and cyckc loading performorics has been tested In accordance with TAS
<br />201 and TAS 203 test *Wdwde per test reW(s) OBT-ASO-1 7-001 bor Slackwolor Testing. Inc.
<br />. STRUCTURALE
<br />Structural engineering Calculations have been prepared which evaluate the product based on
<br />comparowe andfor notionall anstjosis to clumilly, The following deep criteria.
<br />1. Moolmurn Allowable Spent
<br />2 Minimum Allowable Span
<br />3, Minimum Glass Separoficir,
<br />4 Anchor Spacing
<br />160 SW 121- AVENUE SUITT 106, DIERFIALD BEACH, FLORIDA 33441
<br />(954 ) 354-0660 1 (866) 396-9999
<br />TIANCENGIN91 MING EXPRISS.Ca"
<br />Ax LAST PANEZ 0 TO HE NSIAU ED AT EACH OPENINC SlIALL ALWAYS Of
<br />PRfAADEO W1 REAR HANDLE TO FACCUTATE iNsTAL-Alior, IF INTENDED
<br />'0 BE INSTALLED FRO M INSIDE Or STRUCTURE
<br />tarl.5-
<br />(I) OILFINJT)ON_QL_1L81U� E-1 14MU STORM PANEL
<br />CONSISTINC. OF PANEL I C-t TRACKS TOP & ECF7TOM
<br />0) END F-MELS SMALL ALWAYS BE CONNEC".1, 10 a(WOM lfw:k
<br />OtHERWISF A STOO RARTSsIALL BE I'WIVIVILD AT -Or Of SUC14
<br />PANELS.
<br />(3). IF 64t, PANFIS ME CONNIFCTED to HOrjoM TRACH, CONNECiloto
<br />S0114i CONStS1. OF 1/4"0-20.3/1* M.S W1 ?/8'o0/A?' W-NI;
<br />NOT 0" 1 /4'01x3/4" Uill rH'jMtJSCREW INTO TAPPEr) Eongm
<br />TRACk LtJCATQN OF FASTENERS MAY BE A' EITKER OF TWO
<br />EXTERIOR I'LA7 FILANCEIS Of END PANEL
<br />IN CASF 711AT LNO PANFI.5 ARE NOT CONNECTED 10 BOTTOM
<br />TWX 6 r� A 5701" W IS ONI. Y USLO AT TOP) AT IEAS- TWO
<br />PAWLS SHALL BE CONNECTED TO BOTTOM TRACK USONG SPEC4,
<br />INDIC.A110 ON NIXIE QnEv IN SUC. CASE, CONNECTION OF
<br />�AFIFL', TO BOTTOM OCCOR AT ANY PANEL (OCATION
<br />t INSTALLATIONS ONLI VAUD FOR WIN,[)
<br />SPEED L. To ! ?o t,, p 1, 1
<br />Hkirricane
<br />EM-31NEERING
<br />Page 2 01,2
<br />All American Shutters and Glass - 24p Galvanized Steel Siorm Panels
<br />No 33% increase In allowable stress has been used In The design of this product.
<br />Separation train glazing is not required lot insolallatlaras outside of wirki zone 4 and essential facilities
<br />Impact Resistance:
<br />Large Impact Resistance has been demons&otod as evidenced In previously Filled test repan(a). and is
<br />accounted (at In the engineering design of this product.
<br />Wind Load Resistance
<br />This product has been designed to tessist wind looft as indicated in Me span schedule(s) on the
<br />tespechve Product Evaluation Document (i.e. onflines"no dtawing)
<br />Installation
<br />This product shall be Installed In sW compliance with As respective Product Evoluestion Document 11 a
<br />engineering drowing). along with all components noted therein.
<br />Product components shall be of the material ap"ed in that product's respective FIT oduct Evaluation,
<br />Document (1-9 engineering drawriniv)
<br />Utinitations & Conafflons of Use:
<br />Use of this product shell be in strict accordance with the respective Product Evaluation Document (te
<br />ongirseefing drowing) as noted herein
<br />All Supporting hos! structures shuall be designed to resslat *0 superimposed loach; and *hall be of a material
<br />liniod in this product's respective anchor schedule, Hood structuis conditions which we not accounted for
<br />in this product's respective anchor schedule shall be designed for on a alte4pecific bash, by a naphatrod
<br />prolossiones! engineer
<br />AN components which are pernminently insisted shall be pr~od against corrosion. contamination. and
<br />other such dome" at all Times.
<br />This product has been designed for use w1hin and outside the High Ve" Hufficare Zone (HVHZ)�
<br />Frank Hennardo. PE
<br />ENGINEERING iDWRESSO
<br />OPF(KA6549 I Can Auth ()895
<br />160 SW 121" AVENUE SUTTV 106, DEERFIELD BEACH, FLORIDA 33442
<br />(9S4) 354-0660 1 (866) 396-9999
<br />ENGINE FRINGE XPRESS.COM
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL(j)
<br />1KT0 POURED CONCRETE, CONCRETE BLOCK AND MfOOD STRUCTURE
<br />CONCRM Kwx ".0 TAIscoti
<br />IT: ANCHOR 0 12' C.0
<br />REOURM
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<br />0 C SCREW 9 4' FROM
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<br />I SEPARATION I u-I
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<br />LENGTH sX- PANEL
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<br />WALL WOUNnNO WALL. hIOUND1149
<br />SECTION EZI 1W
<br />SCALE 3/8-l' SCALE 3/8-1-
<br />10 FLORI BUILDING CODE (NO" High Velocity Hur Tcafts Zone)
<br />1111= MIN. PANEL LENGTH No, 4416T `knw.
<br />24 GAGE GALYANIZED STEEL STORM PANEL
<br />SHALL BE 2'-6'
<br />1, INSTALLATION ARE ONLY VALID FOR MAY. A-S 0 DESIGN
<br />PRESSURE RATING +/- 40.0 poi. AND 5*-0' MAX STATE 0 /11LIECOsoir /M
<br />PANEL GWUL MOTECWN PRWUCTS, LLC.
<br />LENGTH m
<br />2. FOR FiEW WOOD FRAME CONSTRUCTION: WOOD imt,
<br />A,
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 20-175
<br />4 ,
<br />401A� 100
<br />DENSITY OF 0.55 OR EQUAL
<br />F`4', 1I,LI1 FIX
<br />ALL AMERICAN SHUTTERS AND GLASS '
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)j
<br />WIDTH UNUMITED
<br />(PERP. TO PANEL PAN)
<br />TOP MOL'NT (COFLN
<br />TYPE AS REQ'D) SECrIT
<br />ONSr OPTIOINAL s"40 STITCH
<br />,/--BOLTS Wrrtt WASHERED
<br />WINGNV rs FASTENED
<br />OVERLAPS * MIDSPANO(USL-
<br />APPWMAT& SPAN FABLE)
<br />x PLAN VIEW
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<br />CASE,
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<br />BOTTOM MOUNI
<br />(CONNTYPE A'
<br />REQ-0)
<br />MAYSEA11
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<br />1"T'N TYPICAL VERTICAL MOUNT OEMLEVATION
<br />N T S ELEVATION
<br />TOP MOUNT UNIN
<br />(cm , 7,-\ (SFAN ADOVIE
<br />OEQC,
<br />r",1,0.`rNNTT,,,
<br />(LOCATION MAY VARY o
<br />wp
<br />11111 N.
<br />Borlam MOUNT EMAn-/ Lmax
<br />TYPE AS REDD) (SPAN IDEOW
<br />DESTRUCTION)
<br />�PANILSMAVBIEAOT tDASROGWRED ONA� -10 STTTCV1
<br />CH R.
<br />PROVIDED THAT CON14ECTIONS AND DOLTS W1 WASHERED
<br />ANCHORS AALE USED WHICH SATISFY ININGNUTS FASTENED 0
<br />OMIRIICIION OVERLAPS 0 IWI DSPAN (USE
<br />APPROPRIATE SPAIN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />(NOTCHED PANELS)
<br />N.1 IS. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />IMN TURM PANU 'I PARAI ION FROM GLASS
<br />j"VIU!, WIND ZONE 4 A ESSE14TAI
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<br />DFSIrA LOAD & PANEL PASTENER SPACtNG TO
<br />DETERMINE MAXIMUM ALLOWABLE STO M PANEL
<br />SPAN SCH1!OUL1tSACCISPTA8LI!F0It=WlrHF
<br />POSEITVIE 'DADS LESS THAN ON EQUAL TO
<br />NEGATIVE DESIGN LOADS,
<br />2 'PANELFASTIENEPS'AREMOSVISEDIN
<br />CONAINCTION WITH A L MOUNTING "USIONS
<br />I-P.TRACN, sluvoer) ANGLE, VC.) USE b.25
<br />0 C, PANEL FASTENER SPACING TABU VALUES FOR
<br />ALI , H"� AND "U'-HEADERS (INCLUDING SURD 001
<br />CONDITIONSE
<br />3 LINEAR INTERPOLATION 0 INVEN LOADS 15
<br />AciEPTAMI, OTHERWISE Use"NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />I ENTER SPAN SCHEDULE WrTH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE WARATION FROM THE OPENING TO BE PROTECTED.
<br />2 SCHEDULE ISIREQUIREPKIR USE WITH POSITIVE LOAD$ ONLY
<br />INTERPOLATION BEMM LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3 FDA INSTALLATIONS OUTSIDE OF THE HVKZ AND OUT51DE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE is NOT RWRIED AND NO MINIMUM SEPARATION $ROM THE
<br />PAOTKTtD OPENING IS ASCIVIRID.
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />AS NOTED IN DESIGNI
<br />DESIGN NOTES! � SCHEDULE$ I
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<br />ANCHOR NOTES:
<br />i ANCHCq SCHEDULE APPLIES TO ALL PRODUCTIs CERTIFIED HEREIN, OUT ONLY PROVIDES
<br />MMIMUM ALLOWADUE ANCHOR SPACING, MAXIMUM ALLOWA159 SPANS AND PUSSURES INDICATED
<br />I N SPAN SCIMeDULE SHALL APPLY,
<br />I ENTER AN04009 SCHEDU LE EASED ON PANEL FAS71 NITA SPAC INS. 7 HE 9 XISTING STA UCTURE
<br />WYEJUAL, a ANCHOR TYPE SE1_DCT DIMILIGN LOAD GREATER THOU4 OR eQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GMTER I KAN OP. EQUAL TO SHUT7111, SPARLSELE0
<br />CONNECTION TYPE BASED ON APPAOPRIArE MOUNTING COWIT1014 (SEE MOUNTING DETAILS ON
<br />S "PAWL IAA!FTIl!NWAV ARE ffrUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTALUSIONS
<br />("P�TIUKX, STUDDED ANGLE. OTC) USE 6 21"CIC PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL 'H'- AND 'U�'-FitALDeERS INCLLLUICING ISUILDOUT CONDITIONS)
<br />4 ANCHORS � N EN�YA !a IN ACCORDANCE WITH MANUrACTUPfRS'FsECOMM1NDATIOM
<br />11 HOLLOW BWM� HOST STRUC7VA! WALL CONFORM TO ASTM COO 111LOOK,
<br />I MTNIMU M 54 MM" SHALL BE AS NOTED IN ANCHOR SMEOULF.
<br />7 MU M EMMMeNT AND EDGE M57ANCE MOCLU Deg STUCCO. FOAM, OFUCK, AND OTHER WALL
<br />FINISHES WALL FINISHES SHALL BE UNIFIED To L/4' MAX OR $14ALL at VFRjFiito sy OTHERS TO
<br />ADEQUATELY TRANSPI!k LOADS TO HOST STRUCTURE
<br />" WHERE EXIST114HISTRUCTURE IS WOOD FRAMING,f)(167ING CONDITTONSMA VARY, FIELD
<br />ViRIPY THAT FASTENERS ARE INTO =ATE WOOD FRAMING MEMBERS , NOT FL�WOOD. FASTENWO
<br />, PLYWOOD IS ACCEPTABLE ONLY IMC1.0sUREPIECES,
<br />10. WHERE ANO-10FIS PA5rEhI TO NARROW FACE OF S7 UD FRAMING, FASTENER SMALL BE LOCATED IN
<br />CENTER OF NOMINAL 2- X 4" ("N I WOOD STUD I;/j. EDGE DISTANCE IS ACCEPTABLE- FOOL WOOD
<br />FRAMING). WOOD $Two SHAUL A `SOUTHERN Of G-OSS OR. GREATER DENSITY. LAO SCREW
<br />SHAU PAVE PHILUPS PAN HSAC, OR HEX WAD.
<br />11. REMOVABLE ANICHOAS ARE DFWAIt PANIUMATI!, ALL -POINTS SCUD -SET Its MASS eLISHING
<br />U MACKNE SCRFWS SHALL HAVE 112-MINIMM ENGAGEMENT Of THREADS TNTOTHEME
<br />ANCHOR AND KAY HAVE EITHER A PAN H:fTFGISS HEAD OR WAFER HEAD (SIDEWALK BCLTe No
<br />1-3. MINIMUM EMBEDMENT AND ENE DIST. NCE EXCLURS STUCCO 011,0THER WALL "NISH
<br />14' No DESIGNATES ANCHOR CONDITIONS WHICH ARE N07 ACCEPTABLE USES
<br />ts * DIRECT MOUNTING CONDITIONS-
<br />L6 UNEAR INTEROCIA'110114 Is NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES IJSTM ON
<br />THISSHEET
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