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<br />SfE NOTES 2, 3. 4 i 1 SEE NOTES 2, 3, 4
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<br />ENGINEE RING
<br />ENGINEERING EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number, 17069.E - R2
<br />EX Project Number: 2031543
<br />Product Manufacturer, AO American Shutters and Glass
<br />Manufacturer Address: 1640 Donne Road
<br />West Palm Beach. FL 33409
<br />Product Name 8 Description: 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (FWdda Building Commission) Rule Chapter
<br />61G203.005, F.AC., for statewide acceptance per Method 1(d)_ The product rioted above has been
<br />tested and/or evaluated as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition 20 and ls for the intended at least uNalerd to that required the Code.
<br />i2D ) purpose eq rely by
<br />Re-etreluation of this productshall be required followin9 pertinent Florida Building Code modifications or
<br />revisions,
<br />Substantiating Data:
<br />PRODUCT EVALUATION DOCUMENTS
<br />EX drawing #120-31543 WW "24ga Galvanized Steel Storm Panels (HVHZ 6 Non-H, sheets
<br />prepared by Engineering Express, signed dsealed by Berm ido PE, Is an IntegralPart of this ,
<br />Evaluation Report-
<br />. TEST REPORTS.
<br />Uniform sta0DStructural performance has been tested in accordanoe, With TAS 202 test standards per best
<br />report(a) #BT-ASG-17-001 by Slackwater Testing, Inc.
<br />Large misefle impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test raport(s) #BT-ASG-17-001 by Blackwater Testing, Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product teased on
<br />comparative and/or rational analysis to qua ft the following design criteria:
<br />I. Maximum Allowable Spans
<br />2, Minimum Allowable Spam
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 3aF54-0660 1(866) 396.9999
<br />TEAM.p ENGf NEEERINGEXPRESS.COM
<br />ENGINEERINGEXPRESS:LOM
<br />rT�o
<br />ST PANEL0 TO BE INSTALLED AT EACH OPENING SHAD. ALWAYS BE
<br />OVIDED WJJREARHANDLE TO FAOIIJTATE lNSTAtLATTON iF INTENDED
<br />BE 1NS7ALLED FROM INSIDE OF STRUCTURE.
<br />(1), 0.: E-Z HANG STORM PANEL SYSTEM
<br />CONS15NNG OF PANEL 4• Cont. TRACKS TOP & BOTTOM,
<br />(2), END PANELS SHALL. AiWV 8E CONNECTED TO BOTTOM TWK
<br />OTHERWISE A STOP BAR (IaHAiL BE PROVIDED AT TOP OF SUCH
<br />PAN",
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST OF IIIVI-20x3/4- M.S. W/ 7/8"bu,:/32" WING
<br />NUT OR 1/4`0-V4- Mart, THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FIAT FLANGES OF END PANEL.,
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i,e. A STOP BAR IS ONLY USED AT TEIP) AT LEAST TWO
<br />PANELS SHALL HE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE 131 ABOVE, IN SUCH CASE, CONNECTION dF
<br />PANELS TO BOTTOM TTPA03R MAY OCCUR AT ANY PANEL L430ATTON.
<br />'I` INSTALLATIONS ONLY VALID TOR WWO
<br />SPEED UP TO 170 m.p.h.
<br />90WENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Steed Storm Panels
<br />No 33% increase in allowable sbess has been used in the dent ri of this product.
<br />Separation from glazing Is not required for installations outside of wind zone 4 and essential facilities.
<br />Impact Resistance:
<br />Large Impact Resistance has bean demonshated as evidenced in previously load test retc rt(s), and is
<br />accounted for in the engineering design of this product.
<br />Wind toad Resistance
<br />This product has been designed to resist Wind loads as indicated in the span schedule(s) on the
<br />respective Product Evaluation Document O.e, engineering drawing),
<br />installation
<br />This product shall be Installed in strict compliance with its respective Product Evaluation Document
<br />engineering drawing), along With all components noted therein,
<br />Product components shall be of they material specified in that products respective Product Evaluation
<br />DocumentP e. engineering dravl
<br />ra)-
<br />Limitations & Conditions of Use:
<br />Use of this- product shall be in strict accordance the respective Product Evaluation I�u ent .e.
<br />with e um
<br />� Decoy9
<br />engineering drawing) as noted herein.
<br />AN supporting host structures she# be designed to resist all superimposed loads and shall be of a material
<br />Uteri in this product's respective anchor schedule, Host structure condifions which are not accounted for
<br />pr pediva t
<br />In this product's respective anchor schedule shall be designed for on a efte-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 />Respectfillly,
<br />Frank Bernardo, PE
<br />ENGINEERING EXPRESSO
<br />#PE0046549 I Cert. Auth. 9895
<br />160 SW 121N AVENUE SUITE 106 DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM O ENGINEERINGEXPRESS. COM
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<br />DESIGN PRESSURES:
<br />24ga GALVANIZED STEEL STORM 'PANELS (HVHZ & NON-HVHZ D4•
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: I 5TE)uLEs { A
<br />WIDTH UNLIMITED POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE W[7H THISSYBTEM SHALL BE DETERMINED PER
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<br />GOYERNIN :CODE. PREBSUr�E�RE IREMEMS
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<br />SECTIONS
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<br />x IYi TA5 201, 202 AND iD# Si PROTOCOLS. DDPITRAC70R SHALL INVESTIGATE
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<br />RO'156 DEVOID"AS STATED HEREIN NAY. REQUIRE.
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<br />TOP MOUNT 8. ALLSTORrq PANELSSMALL8E 24GA STEEL [.0.024", -
<br />(CONN TYP Lend% 9. STORM PANELS SHALL CONFORM TD A5TM M STRUCTURAL QUALTIY
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<br />TOP MOUNT FABRiCATIbN, SYSTEM ERECTION, NLOIJSTRVCTIbN PPALTICEF BEYOND THAT Q
<br />1YHICH LS CALL@ FOR 8Y LfX0.1" STATE, 6 FEDERAL CODE5:8 FROM O
<br />(COIN TYPE Devlgnon5 oFTHIs Pun. Fg
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<br />E NOT PANELS
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<br />J LmaX p] PANElS SHALL BE PERNAN ENTLY LABELEDWITH A MINWUM:OF(1)LABEL LI =Ey E
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<br />TYPE AS RE (SPAN BFlOW
<br />Q OBSTRUCTION ALLAMERI[AN SHUTTERS A1J D GLASS
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<br />PANELS MAYBE NOTCHED A5 REQUIRED, OPTTONALXa 20 S7fTCH 7A52DA TAS UC API9 VA
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<br />iPAN ILrnac)
<br />THAN 30' ABOVE GRADE
<br />THAN 3tl' A90Vf GRACE
<br />iPSFi
<br />i%-3D
<br />130.0 I n
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<br />130.01.
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<br />51''AIV SC.t t:UU C fit L U I t5,
<br />I. &MR SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD & PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2- "PANEL FASTENERS ARE STUDS USED IN
<br />CONJUNCTION WITH MOUNTING
<br />UNCK, AL{. EMUSIONS
<br />S'
<br />("F"-TRACK, STUDDED ANGLE, ETC.), USE 6.25'
<br />O,C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL'H"- AND "U"-HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS),
<br />B- LINEAR INTERPptAT10N BETWEEN LOADS t5
<br />ACCEPIMF- OTHERWISE USE NEXT MTGHER LOAD.
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />UMMMMMUM8PER
<br />R
<br />�tG11CiMlE�t�I��lr3,a11[71�Gf
<br />ti �113�1
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<br />C noNApr TWOR a}TTDHia, PA,4 LEwGmA6LESS
<br />THAN
<br />T"D SENOTED TABUN. all rDv-
<br />ARE NOT
<br />ACCEPTABLE
<br />Z. NO ECTIVEOUSEPARATION a OO BINA' R REQUIRED WHEN PANEL lF.N6kka W GREATER THAN THAT 110fE0 FOR
<br />A I WINE
<br />COSUrr11r1GQUTA $04ALWILSON .
<br />]. SIDE 0.1/ ILM RE /RED FOR ALLTIONSWn MOUNTS IN SEPARATION
<br />N FRO, QAS!I 6/ L 0. 6 NOT
<br />usED WITH eu1L000TFo NnP;scr»'m[T[aNs. REcmnED'6EFauna+FRrnn ti,Ass srwuW�DEraiTr
<br />4. WR APMIE6 O 6. ]] lM \vRHWT 6TIT[H �LT5 AND PNNBLS i BUTH WnH FANEL
<br />F4 rwTm } 249E ,
<br />F RS tzs"oR 6. D. ASTENE O i5" i
<br />4 PANfti HAY SPAN 36• H3NlN1M NG 1 !>F THE DNAI. BD'R U63 ONE ( OPTI TDF DR DH CLOSURES PER
<br />OF£NSrIG IFeI PECNL `Kj. UEI0.'6ANT AtbUMnNG CDNDmIX4 SHDWTt tit TNSEDagWUKS.
<br />F(
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO RETI INS
<br />} MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO 6E PROTEC7'�i.
<br />t 2, SCHEDULE IS REWIRED FOR USE WITH POSITIVE LOADS ONLY,
<br />} INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER (carat Tmelmmos
<br />LOAD. REQ'Di
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL
<br />FACILITIES IN AGIN WIND N IT H3. THE GLASS PAR ZONES THROUGH SSE SEPARATION
<br />SCH151ULE IS NOT REC'Util AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED LNG a5 R RED.
<br />1 O
<br />OPTIONAL INTERIOR FASTENING DETAIL
<br />I
<br />OQNAL EGRESS PANEL DETAIL
<br />INOR FASTENING
<br />�2:250 d'
<br />1.2.250"� 0.094" JI-- 2,111.D.060" _T- 7 a/N zu slDUX "Ae-`':
<br />2 250"
<br />0.044„--009.4",L25° 0.750" S•,09V
<br />in
<br />all
<br />o.`
<br />SO 094" 0.125 o a A GA $
<br />-:.3 0.094" ,.0[641 �- 'L .32D" D94 �' TYP .. '.. ,t
<br />fn .i
<br />n ^
<br />.DS2" - q
<br />t.43O' 1 830 "� �1. ( R
<br />.D75 ' 0 125e a1.
<br />0.06
<br />.asx° 1
<br />°z oio" -! z.00D" I- -.I x oDQ" I- TYP. 2.000 I cow u.�.
<br />a$L.121" 1•t80" y� 'H' HEADFA ;,.9UILD-OUT 'tf' HEADER { .Td-PAIL Cl05URE 195 N/OLE r filL'' i�Q�
<br />S l'T '�.0 HEADER _ 'C9 '.+l L. t.. s1
<br />I I 3.384" MAX.
<br />sic j�• 0.36,5"-{ 31 D376" 045Z D 376°-•{ j•� 0.01 �55" 0.350" 1.D07" . L' 3 L".
<br />(.� I 0,174 •t6S55" D:19D.655 0.190`^$fi .686" 41IL'
<br />12.5D0" PANEL COVERAGE i- � j p
<br />14:975 PANEL LENGTH .545" 0.5 4�{ �� [e�D.-DIRECTION
<br />0.09. 0TYR 1 Tr��- :.315', 07t0" R 5 '. O.i05'
<br />-�'215" TYP. IMP.. ,. 0.700"
<br />, i, P. O „ 0.957°.
<br />BUILD-IXIT A TRACK p IR�p� p N HERED'•rNCN1T
<br />co t� e " � - R ,✓--- AMA LL l.1 NEYXCLE MASHER
<br />KAr nt
<br />_
<br />OF
<br />RE ERSED
<br />794CK
<br />AL L..Ar• + ini
<br />@"f" O LE fEXTENDEDI
<br />k
<br />1ODO' �
<br />-_
<br />OVERLAP
<br />25" MAX.
<br />4" MAX.
<br />A CORNERCLOSUM DETAIL.
<br />{
<br />0.18B'f a- rrre '
<br />MAX,
<br />... k %r.�--.,XI,X•T
<br />-0. N.111.BUILD-OUT
<br />' II MUllwl 1DwlerlrLn I
<br />xn I
<br />DISTANCE-
<br />E
<br />S.ODD"
<br />::cal„'.
<br />OVERLAP
<br />' 'vlllp l L 3MAX.
<br />}.
<br />MAX.
<br />P J L.sL
<br />-.4'MAX.
<br />I
<br />LSOD"
<br />MIN.
<br />s Je
<br />`
<br />je'LDDIu+ER CLnsuAE DErglt
<br />tPsl.-r .n>A; s� rr
<br />EMBED '
<br />IPn�
<br />D TFAPNWNT CLOSURE DETAIL n ^i v
<br />11 T,y.
<br />Y:1'i a' O.D9D MIN.
<br />ZQ
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<br />qJ s;r-I T-F
<br />R.n iwr �x 1.ODD"
<br />J
<br />U i L EMBED
<br />4 J`I
<br />a�.
<br />�.axln lnnHl Nm, Hr Drinn
<br />MIN.
<br />API ulci,Hmyali t�n (nns
<br />ANCHOR SPACING SCHEDULE:
<br />4
<br />24 GAUGE PANELS; PANEL FASTENERS O 12.5" D.C.
<br />"
<br />p N '
<br />n
<br />b f
<br />f
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<br />ANCHpR NOTES:
<br />Jf7t�.n
<br />z[s:.
<br />11SCHEDULE
<br />1 ANCHOR APPlSEST 'ALL' DUCT 'HE N
<br />PRO
<br />f,T}
<br />D SHEREIN, BUT PROUIDE5
<br />NAXIt4UM ALIAWA6LE'.ANG 5 A N MUM LL
<br />HOR P Q G MAXI A OWABLE 5PA145 AND PRE55UREG INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY.
<br />G In
<br />a
<br />Z
<br />a
<br />2 Er,'TER: SCHEDULE BASEDOP]PANEL
<br />_
<br />ANCHOR FASTENER SPACING, THE EXISTING BTRUCNRE
<br />MATERIAL; a:ANCtgIXt TYPE. SELECT DESIGNLOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />qa
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO. SHUTTER. SPAN.SELECr
<br />W
<br />O
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDLTICXJ (SEE MOUNTING. DETAILS ON
<br />tt
<br />':
<br />SHEET 2FOP IDENTIFICATION OF .NNE•CTION TYPE).
<br />'PANEL
<br />�
<br />E
<br />3 FASTENERS" ARE STUDS USED IN CONIUNMON WITH ALL MOUNTING EXTRUSIONS
<br />("F"-TRACK,.STUDDED ANGLE, ETC,) L15E.6 25' O.C. PANEL FAS7ENERSPRCING TABLE VALUES FOR
<br />J
<br />J
<br />ALL `H - D "U -HEADERS IN'CLUDIN L UT CONDITIONS). AN G Bllt DO
<br />9 ANCHORS SHALL BE W57ALLEDIN ACCORDANCE WITH MAUFACTURERS' RECOMMENDATIONS.
<br />5 HOLLO9 BLOCK HO5T STRUCTURE SMALL CONFORM TO A5TM Cep BLOCK.
<br />6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE
<br />'sT
<br />7 MUCMUM EMBEDMENT AND EDGE DISTANCE EXGLll DES STUCCO, FOAM BRICK, AND OTHER WALL
<br />.
<br />f
<br />FINISHES. WALL FINISHES SHALL BE LIMITED TO 1' 4" MAX.OR SHALL BE VERIFIED BY OTHERS TO
<br />a�
<br />ADEQUATELY TRANSFER LOADS TO HOST: STRUCTURE.
<br />QUA
<br />6, CONCRETE ORS NOTED SHALL BEDDED
<br />H . SHA EMBEDDED i0 WN-CRACKED CONCRETE ONLY.
<br />F
<br />9, 'WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD
<br />IS WO-
<br />VERIFY THATFASTENERS ARE INTORDE UATE WOOD FRAMING MEMBERS,D.
<br />NOT PLYWOO FASTEN WG
<br />a s! 8119.
<br />1
<br />f q
<br />h
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />E
<br />10 WHERE ANCHORS FASTEN TO NARROW STUD FASTENER
<br />NAOOD F FRAMING, F TENS SHALL BE LOCATEDIN
<br />p
<br />ep
<br />fi1Mffi�N11W19
<br />_
<br />NOMINAL 2" % 4"(MIN.) WOOD STUD (rE" EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING).
<br />FRAMING), WOOD STUD SHALL .BE'SOUTHERN PINE'G•0,55 OR GREATER DENSITY, LAG SCREW
<br />L,
<br />SHALL HAVE PHI LLIPS PAN HEAD OR HEX HEAD,
<br />-
<br />11REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL -POINTS, SOLID-SE-T & BRASS BUSHING.
<br />Pi
<br />THREADSINTOBASE
<br />12 MACHINE SCREWS SHALL HAVE 1 2"'MINIMUM HL R fENGAGEMENT OF WAFER
<br />ANCHOR AND MAY HAVEEFTHER A PAN HEAb, TRUSS HEAD, DR WAFER HEAD (SmEWALK BOLT) U. NO.
<br />IDPYIV'1MPMINENNiRWPC
<br />20-31,543
<br />13 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO OROTHER I'iALLFINISHES.
<br />14 t® DESIGNATES ANCHOR CONDITIONS VdHICH ARE NOT ACCEPTABLE 415E5,
<br />-
<br />2
<br />iS � DIRECT MOUNTING CONDITIONS.
<br />16. LINEAR -INTERPOLATION IS NOT PERMITTED'FOR USE WITH THE AN04OR SCHEDULES L157ED ON
<br />,i
<br />THIS SHEET. -
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<br />COIN TYP'!
<br />C1 C2 C3 C4.
<br />P
<br />COIN TYPE
<br />C1 C2 C3 C4.
<br />k . s^ EMBED
<br />i/ 33
<br />I u;'sf;RFtiY 41
<br />48
<br />- 52
<br />T2
<br />12 9
<br />6.0'
<br />7 160.
<br />109"
<br />Ia. 5"
<br />16 0
<br />14" 1"
<br />,0 5
<br />12;5"
<br />f60 160" "b.7"
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<br />13.011 it i
<br />12 9'
<br />6 4 "
<br />1 0 1. 9 O.W.
<br />t25
<br />ib0"16:0
<br />75
<br />1,
<br />a5'
<br />6
<br />i 0'
<br />7 60
<br />14"'
<br />125'
<br />76p ]47' 6,0"
<br />125
<br />L25
<br />Y6 D'16:0
<br />160 14.T
<br />69
<br />eD
<br />12.5'160
<br />12 S'
<br />160
<br />147' 60
<br />14 60
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<br />125"
<br />] 25'
<br />1 1
<br />H0 4T' 8,0"
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<br />x1q x13l2'CFIOm 33
<br />V/OOD6DREW 41
<br />46
<br />52
<br />72
<br />125
<br />160 16.0
<br />101
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<br />160
<br />li 1" 70
<br />125"
<br />S6D 10 s' 6�2'
<br />12S
<br />Sb:'14,1
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<br />6
<br />97' 56.
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<br />14,0" 11.1
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<br />64'
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<br />9;6' S.6"
<br />x.d" 58'
<br />12 5"
<br />12.5'
<br />12.5"
<br />16,0 S. 5.6"
<br />1E D" 9:6' S.6"
<br />16.0.
<br />6 0 9.6" 5.6"
<br />pp
<br />3
<br />1/4' 41-1)4'.[M DCD 33
<br />YAP cRIV'0FA6' 4 3
<br />�1. 4S'
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<br />r2
<br />12 S'
<br />16,0' 36.0
<br />1Z;S"
<br />16 0
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<br />12, 5"
<br />9 "
<br />k2 s
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<br />i60" SOb
<br />]60" 9:
<br />1Z.5"360
<br />1Z. S'
<br />160
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<br />9.1"
<br />2• '
<br />7 D' x !r' EMBED /1 N 33
<br />A I vtlkHl ti HNAtiN 91
<br />t900D BUSNItIC 48
<br />p,NRaN 52
<br />H'RRNN 72
<br />12S
<br />160' &6
<br />73
<br />123"
<br />156
<br />6D' S1
<br />12.5'
<br />13B 5.3" 45"
<br />12 S
<br />6 0' .D
<br />1 7
<br />19
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<br />1 2 5
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<br />4
<br />6 25"
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<br />54 9
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<br />625"
<br />123
<br />47" 40
<br />625"
<br />12.D AT' 40"
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<br />SHEET NO.
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<br />1.5.
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