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<br />SEE NOTES 2. SEE NOTES 1, !. 4
<br />MAX
<br />I I PANEL LENGnI
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<br />TYP_ICA�__ELEVATION EQR SERIES 2000 E-Z HANG _STORM PANEL 'j) SYSTEM (t)
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<br />EN
<br />_ 0 44167
<br />i4STATE OF' ,
<br />#p'cE' �ORTOA�G �41F
<br />ENGINEERING EXPRESS*
<br />PRODUCT EVALUATION REPORT
<br />September 15.2020
<br />A NOa i n Number. - R2
<br />to
<br />pP 1788B.1
<br />EX Project Number 2031543
<br />Pratuct Manufacturer' All American Shutters and Glass
<br />Manufacturer Address 1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name & Desrnption 24ga Galvanized Steal Swim Panels
<br />Large Missile Impart Resistant
<br />Scope of Evaluation:
<br />TINS Product Evaluation Report is being Issued in accordance with the tequUHVf lent% of the Florida
<br />Department of B1momis and PtoloaWonal Regulation (Floods Building Cominission) Rule Chapter
<br />61G20.3 005, F AC , for statewide acceptance per Method I(d) The product noted above has been
<br />tested and/or evaluated as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition(2020) and is. ta the purpose intended al least equivalent to that reqwteeby Code
<br />INS product shall W requited following Perhnefrt Florida Building Code mudlBcatinns orRe-EwalMalion of
<br />"eW6lons
<br />Substantiating Data:
<br />• PRQDUCT EVALUATION DOCUMENTS
<br />EX drawing #20 31543 titled'249 GeNanizeA Steal Storm Panels (HVHZ & Non HVHZ) sheets 1 5
<br />prepared by Eogineennq Express. signed &sealed by Frank Bannardr, P E is an mlegral part of this
<br />Evaluaton Report
<br />TEST REPORTS
<br />REPORTSREPORTS
<br />tic structural riormance ties been tested In accordance with TAS 202 lost standards r tear
<br />Uniform eta a
<br />PR f>A
<br />r A7 1 ( w to Testing Inc
<br />e ens R8T-ASG -00 b Back al
<br />reports) Y 0
<br />e missile impact resistance and cyclic loading performance has been failed In accordance with TAS
<br />Lang m)N7 a Y 9 Pa o
<br />201 and TAS 203 test standards per test ropon(s) ITBT ASG 17 001 by Blackwatei Testing. Inc
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />U 1111 I 1 Rll e1C 10f1 IIaN Iweli I tired Which evaluate the product based Ni
<br />SN c a enq ne rig c ulat s U pep t 1
<br />comparative and7or rational analysis to qualify Ilia following design criteria
<br />1 Maximum Allowable Sparta
<br />2 Minimum Allowable Spares
<br />3 Minulkl n Glass Separation
<br />4 Anchor Spacing
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1 (866) 396-9999
<br />TEANQIEXGINEERING EX9RESSCOM
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<br />* LAST PANEL(D TO BE INSTALLED AT EACH OPENING SHALL ALWAYS OF
<br />PROVIDEn VA/ REAR HANDLE TO FACIUTATC INSTALLATION IF INTENDEI!
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE
<br />NOTES :IS11NL OY PANES E-Z RANG STORM
<br />PANEL SYSTEM
<br />+ CRn3TRACKS TOP Sir
<br />:. CND PANELS SHALL ALW BE CONNECTED TO 80110101 TRACK
<br />OTHEI SC A STOP BAR S/NLL BE PROY M AT TOP OF SUCH
<br />PANELS
<br />i if END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST OF 1/4'9-20.3/4' MS. W/ T/V4A3/32' WING
<br />OUT 0R 1/4"aRJ/1- Mm T1ep,IBSCREW INTO TAPPED BOTTOM
<br />TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO '
<br />EXtER1OR MT FLANGES OF END PANEL. �
<br />(4). IN CASE INAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i e. A STOP BAR 15 ONLY USED AT TOP) AT LUST TWO
<br />PANELS 51,Au BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE 3) ABOVE. IN SUCH CASE. CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t WSTAILLADONS ONLY VAUD FOR WIND
<br />SPEED UP TO 170 FAIR IV
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<br />24 GAGE GALVANIZED STEEL STORM PANEL
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<br />Pete 2 of 2
<br />All American ShL111CM And Glass - 24ga Galvanized Steel SILxm Panel:
<br />No 33% Increase in allowable saves has Wen used ,n the design of this product
<br />Separation from glazing is not feguired lot installations outside of wind zone 4 and essan0al facilities
<br />impact Resistance:
<br />Large Impact Resistance tins been demonstrated As evidenced eh previously listed test repodls), and is
<br />accounted for In the erigmaer(ng design of tins product
<br />Wind Load Resistance
<br />This product has been designed to resist vend loads as indicated ,n the span schedule(s) on the
<br />respective P uduL1 Evaluation Document (I e engineering drawing)
<br />Installation
<br />This product shall be Installed in strict cumpNanco with Its Iesportwe Product Evaluation Document (I e
<br />angneering dlawrng) along with all comlx,nenls noted therein
<br />Product components shall be of the araterlal specified in That product s resflective Product Evaluation
<br />Document (1 9 engineering drawing)
<br />Limitations 3 Conditions of Use:
<br />riseT his product Shall r n .. \ r o I , art . al Ua m s11 KI au:0 da LL with the respective Product Evaluation Document I e
<br />I PP 1
<br />engmeenN drawing) as noted herein
<br />All suppaAmg host structures shall be designed to insist all superimposed Marls and shall be of a mato,ial
<br />Bsted m inns product's respectrve anchor schedule. Host structwe condd,nns which are nod accounted lot
<br />in INS f.Noduct's impactive dive anchor Schedule shall be designed for an a site -specific basis by a registered
<br />professional engineer
<br />All components which are permanently installed shallprotectedbe against corrosion. contenana -on and
<br />other such damage at all nines
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ)
<br />RE, pc,;IfullV.
<br />,�vc4Y
<br />�-4-_Pw•N-Avy
<br />Frank Hennardo, PE
<br />ENGINEERING EJFPREse
<br />I;PF00464;41) I ('en Auth 9889
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396.9999
<br />TEAM jE ENGI NFF RINGERP0.ESE.COM
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<br />INSTALLATION ARE ONLY VALID FOR MAX. AS.D DESIGN
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<br />2 NO 33-1/3% INCREASE IN ALLOWA ILE STRESS HAS BEEN USED IN THE
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<br />1 5l PARAT[ YIR•SPECIMC' eDALCD EN02h E[0.ING SHALL EE REQUIRED 1I1
<br />HERER TO DMATE F0.0E1 LOADpS5,, OEf1.ECT10Nf, OR SFANs CONTAtNEO
<br />NEPEIN. CONTACT THIS ENGINEER FOR ALTERNATE SPAR CAI.CULATIOR' AS
<br />MAY RmREQUTAEO
<br />I E ION FO EIPeCIF C SI N 15 OENER C AND DOES NO PROVIOC
<br />D M [ 1
<br />I FD 6l rl IN NE D GIST M N RMATION FOR R SPEQFlC SITE. POR TF LO D O Iron: 1 OM
<br />1'N6 CONDITIONSDETAILED MEREIN A FIC DOCUMENTS
<br />INFER OR use IN STEREO
<br />ARCM NCTIONRLLE9E SIiF SPECIFIC DOCUMFN S FOR NSE IN
<br />6O r1lU ACTION RESb THIS UO NOTED
<br />HER
<br />6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />11 TOR A BOTTOM DETAILS SHOWN MAY at INT[ACeANGeO AS FIELD
<br />CONDITIONS DECTATF. PANELS MAYBE MOUNTED VERTTCALLV OR
<br />HORIZONTALLY AS APPLICABLE.
<br />12 CCWCKETE ANCHORS NOTED HEREIN SMALL6E EMBEDDED To
<br />NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />MA NUfARUR RS RECOMPIENDATIONB,
<br />77. ECOMTIUCTOR IS RESPOM;I LE TO INSULATE P TALL
<br />Try 6 ON RL715C
<br />F Gi T PREVENT E ECT0.0LV6T6 MENDERS Rt1N DIS.. HIIAR NA Eh7AL6 TOP L
<br />11, EPA)INEERSEAL AFFIXED HERETO VALIDATES aTRUCTUAAL DESIGN AS
<br />S44OWN ONLY. USE Of THIS SPECIFICATION BY CONTRACTOR. 9t. 34
<br />INDEMMIF1 t SAVE$ HARMLESS TmS ENOINEER FDA ALL COST a DAMAGES
<br />I ���0IN6LEG llllgA'llLLA EIEE6 'E ILTWGIW"MATERIAL
<br />FA811tCA' .on, SYSTEM ERECTION, A CONSTRUMOR PRACTICES aEVOND THAI
<br />w ICN LS CALL19 FOR BY L A STATE a FEDERAL iDUCS IRON H OC 4 DE AL 6
<br />DEViA1110115 OF TIDS "N.
<br />1S. EX.CVTASEXPRMSLYPROAbEONEREtN,Nn ADDMONAL
<br />CE MOTIONS OR AFFIRMATIONS ARF INTENDED.
<br />R Tl EU
<br />Is A TRERT10N5, ADDITID45 OR On1IR MA0.KIN(5 TO THIS DOCUMIM
<br />osiARE HOT PEMIIRED ANDINVALIDATETHIS
<br />LABELED
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<br />MIN
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<br />EP FVMZ 3 O FEET. CONTAWiNG THE POLLIXYING INFORMATION:
<br />All AMERICAN SHUTTERS AND GLASS
<br />WEST PALM BEACH, FL
<br />TAS 201. TA5 202 A TAS 22pp3
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<br />3 S.
<br />4.a' 6.I5" 9.1" 1.R" 1]" 9. a.,"
<br />au" 3 36"
<br />44
<br />L
<br />6.25'
<br />its' At-
<br />4. - 6.25' V 3.5" 3:3" 25' 9.2" 35" f.3" f 5 a
<br />4.tr'
<br />la t'• w3
<br />.a' R 5' 0 T" ] e" 2,1" 4 3 ' 9 2" UP 3.7'•
<br />T 3
<br />T St
<br />/2
<br />0.29'
<br />9.V 33•
<br />9
<br />3.7' ea!" ft" 2" 35' 7-7"
<br />314' EDGE DIsTANLx
<br />tI:NJ TIN IO '+'-IY FI nN In• III R-II'
<br />NAYN III III 11` it
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<br />ANCNON PRESSURE
<br />Tyre(IRSIVI
<br />iln'rT EMeEL, 33
<br />L2.5'
<br />16. a' 16.0"
<br />10.911 12.5'
<br />160'
<br />160" 75"
<br />13.5'
<br />16.0" 36.0"
<br />12 T
<br />s 100
<br />I a
<br />B:II 12.Y
<br />1Ra'
<br />150 6 •
<br />i
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<br />is PLA
<br />A,It(-: •'•, 41
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<br />1-a' 16.0
<br />7. 5' 125.
<br />160-
<br />47' 6.U'
<br />1.
<br />1 23
<br />160 14., D'
<br />17 r'
<br />i6. D' 16.0'
<br />69" 135
<br />Is W.
<br />14,7' En"
<br />725'
<br />16D 11 T 0"
<br />TQ1AU1► e2
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<br />3°D 147
<br />t1i 12 s"
<br />10.0•
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<br />iz. r'
<br />Se.a 147 u9'
<br />_
<br />•11, 1 V CM6R, 33
<br />12.5'
<br />6.
<br />150 1 D
<br />10.1" 12•S
<br />150'
<br />131' .0
<br />12. T'
<br />-
<br />I6.0 10.662"
<br />L 2r
<br />.a 1
<br />It 41
<br />d]' SL S'16.0"
<br />97' Ss
<br />13 S'
<br />1 6.0" .7' 5.6"
<br />Y00 P
<br />1 DSCN f1
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<br />l•.
<br />1 T
<br />a •• MO
<br />l A
<br />7.0 125'
<br />160
<br />9e' S 6
<br />1 2
<br />1 9.tl' Se"
<br />O
<br />51
<br />72
<br />Ix r'
<br />La's"
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<br />lid, tl.r"
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<br />/6 9
<br />A4" 12.5
<br />3.6" 125
<br />1B.a
<br />1e 0
<br />me 3e
<br />.6' 6"
<br />4 1
<br />]i e'
<br />12V'
<br />l.0" S. e0"
<br />'.0" 9.6" 56"
<br />A
<br />yr . tau• tin ro 73
<br />32.
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<br />7v. 10
<br />TAP •:IIiP'rFAS• 41
<br />lL5
<br />150" E
<br />1 5
<br />1641
<br />9r2'
<br />2! 2,
<br />.L 4B
<br />T a4Nl�b bx
<br />12.5'
<br />16 ' 1 A
<br />0' 1 ,
<br />12 S
<br />360
<br />9l
<br />1 .5"
<br />2
<br />16.0' 9.1
<br />11.5"
<br />1d.0" 1a S"
<br />12 S
<br />Sd 0'
<br />9 d"
<br />]x. 5'
<br />18.0" e.l'
<br />72
<br />11.9
<br />lea' 9.1"
<br />121r•
<br />lea'
<br />NIV. J 1
<br />l'2, S'
<br />16.0' E.4'
<br />7�3 S
<br />33.
<br />60 S.
<br />12.
<br />12.T•
<br />16.a' 7.0•'
<br />S.9' 12.3'
<br />1111'
<br />6' A ]'
<br />a2!
<br />I2.4" 4.9" 4.1"
<br />All It Nll „HID•.- 41
<br />t25'
<br />Its Se
<br />s.' a2S4112.3'
<br />1.7' I.a'
<br />a25`
<br />II.3" 44.0"
<br />WPRD eusxlxc. 48
<br />y ��a1I 52
<br />T
<br />i 7 S.A
<br />A, 6]r•
<br />/
<br />12 3
<br />4 T 4 °'
<br />6 23"
<br />12.1" 4:T' 4.a.3
<br />625"
<br />1Z ]" A /"
<br />40' a.7:'
<br />12 3'
<br />a 4.0"
<br />a21^
<br />]Z' 4.)" A p"
<br />1!'IRr.0
<br />ANCHOR NOTES:
<br />4NCFN70.S JI . l CHEDI FAPPL.IfS TO ALL PRODUCTS CERTIFIED HERE1N RUT ONLY PEDyl0E5
<br />MAXIMUM ALLOY/ABLE ANCHOR SPACING, MAXIMUM ALLOWABLE BRAINS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SMALLAPPLY.
<br />ENTE0.ANCHOR SCHEDULE aASEOON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, B ANCHOR TYPE. 562,7 DMGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />UJAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN,SELN:T
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING OONDI'ILCN (SEE MOUNTING DETAILS ON
<br />SHEET FOR IDENTIFICATION OF NNECTI N 2 W O TYPE).
<br />3 "PANEL FASTENERS^ ARE STU D5 USED IN COW UNCTION WITH ALL MOUNTING rXMSIOM
<br />f'F•-TRACK, STUDDED ANGLE. ETC ) USE 6.25" CI PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL'Ili*- PAID 'U'-HEACePS (INCLUDING 9U ILDOUT CONDITION 5)
<br />A ANCHORS SHALL EVE INSTALLED IN NOCORDANCE WITH MANUFACTURERS' kECOMMEM0AT10N5
<br />S, HOLLOW OLOCK HOST STRUCTURE! SFWLL CONFORM TO ASTM C90 V tiLACK
<br />MOJIMUM EMBEDMENT SHALL B NOTED IN ANCHOR SCHEDULE, 6, E AS NC
<br />7 MUNIMUM EMBEDMENT AND EDGE 0157A NCE EKRUDES 5TUC 00, FOAM, BRidt, ANO OTI•EA WALL
<br />FINISHES WALL FINISHES SHALL BE UMITEDTO 1/4" MAX OR SHALL BE VERIFIED BY DrHERS 10
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
<br />B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED f0 UN-CRAO CONCRETE ONLY
<br />9. WHERE METING TRUMURE I6 FRAMING EXISTING CON iTIONS MAY VARY, 5 W000 D RSTE
<br />VERIFY OO FASTENERSARE INTO FOR SIDE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTIBIWG
<br />T 5
<br />0 PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURP PIKt,
<br />10 WHERE ANCHORS FASTEN TO NARROW FACE OF 51 LID FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2' K 4" (M)N.I WOOD STUD (1" EDGE DISTANCE IS ACCEPTABLE FOR W00
<br />FRAMING), WOOD STUD SHALL BE "SOUTHERN PIN' G-0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />It RFMOVHBLE ANCHORS ARE: DEWALr VANELMATE, ALL -POINTS SOLI SET B BRASS WSNWG
<br />12 MACHINE SC' Eft SHALL HAVE Ill' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANr4OR RND MAY HAVE EIt'HEP.A PAN HEAD, TRUSS HEAD CYT WAFER HEAD (SIDEWALK BOLT) U. N.O
<br />13, MINIMUM
<br />EMBEDMENT AND EDGE DISTANCE ERCLU STUCCO OR OTHER WALL FINISHES.
<br />14, BBB DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />IS 7)1 DIRECT MDu NTJNG CONDITIONS
<br />L5 LINEAR INTERPOLATION t5 NOT PERMITTED FOR USE WITH THE ANCHOR GCHEDULES LISTED ON
<br />THIS SFFET
<br />MITI, xNnnpYG R_
<br />20-31543
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<br />SHEET NO.
<br />MIN SH 1.5
<br />
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