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<br />EN•GINt;a--1If !G
<br />ENGINEERING EXPRESS*
<br />PR13DUCT EVAL"LIA.TION REPCiRT
<br />September 15, 2020
<br />Application Nsn r. t7 -._1 - R2
<br />EX Project Number, 20-31543
<br />Product Manufacutrer All American Shutters and Glass
<br />Manufacturer Address` 1540 Donna Road
<br />West Pekin Beach. FL 33409
<br />Product Noma 8 Description: 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Repod is being issued in accordance with the faquiremants of the Florida
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />61 G20.3.005 F.A:C.. for statewide acceptance per Method 1 d . The duct noted above has been P P l) Pro n
<br />tested antlFor evaluated as summadzedherein to show compliance with the Florida Building Cade
<br />Seventh Edition 2020 and is for the purpose Intended at least equivalent to that required the Code
<br />( od i P P q a4 by
<br />Re-evaluation of this product stall be renuired fallowing Pertinent Flat ids Building Codemodifications or
<br />revisions,
<br />Substantiating Data:
<br />PRODUCT EVALUATION
<br />TION DOCUA.€1tS
<br />EX drawing#20-31543 fled "2 a Galvanized $feel Storm Panels 'HVHZ & Non..-EIVHZ ` sheets 1-6 #i Pran
<br />4g ( ) .
<br />prepared by Engineering Express. signed & sealed by Frank Sennardo, P.E. is an integral part of this
<br />Evaluation Report-
<br />. TEST REPORTS
<br />Uniform static strustoret performance has been tested in accordance with TAS 202 test standards per test
<br />report(s) #BT-ASG-17-001 by Blackwater Testing, Inc.
<br />Large missileimpact resistance and cyclic loading performance has been tested in accordance with TA$
<br />201 and TAS.203 teststandards per test reports) #BT-ASG-17-001 by Blackwater Testing; Inc.
<br />a STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative and/or rational analysis to sivatify the following design cAtenw
<br />I. Maximum Allowable Spans
<br />2, MhumutrrAliowableSPans
<br />3.. Minimum Glass Separation
<br />4, AnchorSpoong
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1(866) 396.9999
<br />TEAM t6ENGINEERiNG Ex PRESS. CON
<br />ENGtNEERINGExPRESS.COM
<br />ENGINE -EKING
<br />Page 2 (if 2
<br />All Amefcan Shutturs and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowable stress has been used in the design 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 been demonstrated as evidenced In previously i listed test re od(s). and is
<br />amounted for In the engineering design of this product.
<br />Wind Load Resistance
<br />This product has been designed to resisk wind loads as indicated In the span schedule(s) on the
<br />respective Product Evaluation Document (le, engineering drawing),
<br />Installation
<br />This product shall be Installed in strict compliance with its respective Product Evaluation Document lie
<br />engineering drawing): along with all components noted therein.
<br />Product components shall be of the material specified In that product's respective Product Evaluation
<br />Document (i.e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document (La.
<br />engineering drawing) as noted herein.
<br />.
<br />All supporting host structures shall be designed to resist all superimposed loads and shall be DIG material
<br />listed in this product's respective Neanchor schedule. Host structure conditions which are not accounted for
<br />in this product's respective anchor schedule shall be deslghad for on a sita-specific basis by a registered
<br />professional engineer.
<br />Ail components which are permanently oyi stalled shall be protected against st corrosion. contamination,
<br />on and
<br />other such damage at all times.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zane (HVHZ).
<br />Respectfully.
<br />. a u4
<br />1-
<br />Frartk Hennardo, PE
<br />ENGINEERING EXPREse
<br />41*00046549, I Cert Auti1. 9885
<br />160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM @ ENGINE ERINGEXPRE55,COM
<br />ErLGTNiekiNGEXFRESS.COH
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<br />PROVIDEp THAT CONNES.'I'ION5 ANO
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<br />BOLTS WITH WASHERED
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<br />WING NUTS FASTENED
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<br />OVERLAPS 0 MID5PAN ,(USE
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<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T:S,
<br />aEVATTOIN
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<br />SEPARATION SCHEDULE:
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<br />DESIGN E! AUOWAKE IN51A11AIION5t9SS INSTALLA"ONSuPEATO
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<br />DESIGN NOTES: Sr HEDULEs
<br />, BIN
<br />,
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<br />SEPARATE ENGINEERING IN ACCORDANCE WITH THE
<br />GOVERNING-G(xsE, E.,SU RE: REpUIREMENTSp��.
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<br />,i �
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<br />MI i ...
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<br />GENERAL NOTES:
<br />41 3;g t
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<br />A F aRICATE3 IN
<br />I6 SPK1 CA BEEN DE51 N@ AND ALL
<br />TH FI T10N HR. G 15H B A
<br />m ")
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<br />IL
<br />iCCO,,OANCE Wlni THE HER VIDFTHE FLORIDA BULLRING CODE
<br />EDITrCYN 202Oj FORUSE TNSIDE RND OUTSIDE OF THE HVHZ. PER
<br />Ow
<br />O
<br />SEVENTH
<br />1AS201, 30TAND 101T(E9TIROTOSZIL9, CONTRACTORsHALLLNVESTIGATE
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<br />aDOrTIONAL SSCE-SPECff1C BALED @.'GINEERING.
<br />14033-Yf3IIIINCRERSE IN ALLOWAI LESTRESS'HAS BEEN USEDINTHE
<br />PE5IGN OF THIS SYSTEM,
<br />t THE ARCH77EfT{[NGINEER OF RECVRD PJR THE PRQ]ECT
<br />Uft THE UCTLIRE 4'dITH WHICH THIS DESIGN LS USED SHALL BE RESPONSIBLE.
<br />-0R THE:INTEGRITY OF ALL SUFPORTING SURFACES To THIS DESIGN WHICH
<br />'
<br />aHALL BE COORDINATED BY THE PERMITTING CONTRACTOR:
<br />ECLFIC' SFAr. PrI ENGINEERING SHALL aE R6�pQUIRED u,
<br />I
<br />1. SEAPRATE's,ZE
<br />n om,rO DevtATE FROM lq�p5, REFEECTT07 AR SPANS cowr'TED
<br />4
<br />1 EREIN. CONTACT4!s EyG1NEER: FOR ALTERFIATE SPAN CALCULATIONS AS
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<br />PANE
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<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2- ANEL FASTENERS' ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS NS
<br />t.C, TRACK, STUENER ANGLE, TAB USEUES'
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<br />GLASS SEPARATION NOTE :
<br />S
<br />I ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DE'TE90411IE
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<br />ANCHOR NOTES:
<br />ANCHORSCHEDULE APPLIES TD ALLPROD
<br />UCTS CERTIFIED HEREIN, BUT
<br />ONLY PRO
<br />VIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOABLE SPANSAN0 PRESSURES INDIC
<br />ATED
<br />EDULE
<br />2 SPAN ER ANCHOR SCHEDULE
<br />DPPLY
<br />2 ENTER ANC,i(Lt SCHIDULE BA5EDON PANEL FASTENER. SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, & ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />EQUAL SHUTTER
<br />LOAI)ON SH ER AND SELECT SPAN GREATER THAN .N O A A R SPANS ELECT
<br />CONNECTON TYPE BASED ON APR)YLWRIA F MOU IMNG CO DTTION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FORIDENLTTFICATIOFI OF CONNECTION TYPE).
<br />3, "'PANELFASTENEAS"ARE STUH5USEfl iN CY.7NI UNCTION WITH ALL MOUNTING EXTRUSh]NS
<br />F. E SPACING TABLE VALUES FOR
<br />°-TRACK 57 DDED ANGL ETC. USE B-z$ CI.0 PANELASTEN R N. LEV F U E, )
<br />ALL '0ii°-AND °U" -HEADERS (IN€LUDIND BUTLDOUTrONDITTONS)
<br />4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS
<br />5 h10LLOW @LACK HDS7 5TRUCTURE5HALL CON WRM TO ASTM C90 BLOCK.
<br />E[i 6 LL ' AS NOTED IN A R SCHEDULE,
<br />6 UM EM MENT BE LU DE MWtM 8 HA
<br />7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
<br />ftNISHE5 WALL FINISH E55FIALL BE IIMiTED TO FfA" MA34 (3R 5HALL BE VERIFIED BV OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST GTRUCTURE
<br />a CONCRETEANCHO N ED EREIN HLL BE EMBEDDED TOUN•CRAClD CONCRETEON LY.
<br />9, WHERE- EXISTING STRUCTURE IS WOOD FRAMING, E%STING CONDlTIONS MAY VARY. FiELD VERIFY THAT FASTENERS ARE ONFE WOOL'FR
<br />AMING MEMBERS, NOT PLYWOOD, FASTENING
<br />TOPLISCCLEONLY OR SIDECLOUREPIECE5,
<br />10: WHERE ANCHORSFASTEN TO
<br />NARROW FACE OF STUD FRAMING, FASTENERSCfALL @E LOCATED IN
<br />CENTE OFNOMIX4" (MIN.) WOOD D ( fE"DISTANCEIS ACCEPTABLE
<br />LE FOR WOOD
<br />FRAMING), WOOD STUD5HALL BE bOUTHFRNPIN " G-D.55
<br />OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />it- REMOVABLED ARE- DEYfALT PANELMATE ALL-FOIN-ice SOLID -SET & BRASS BUSHING ANCHORS
<br />L2. MACHINE A-REVf55HALL HAVE 1j"MIt'UMt1M ENGAGEMENT CIF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK SOLT) U-N.O-
<br />13: MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />14, M DESIGNATES ANCHORCONIDITIONE WHICH ARE NOT ACCEPTABLE USES.
<br />13- * DIRECT MOUNTING CONDITIDNS-
<br />1
<br />IS. LINEAR INTERPOLATIONTERPOL4TIDN ISNOT PERMUTED FFOR USE WITH THE rvit 5L3H CHDR EUULE5ISTm,3N
<br />THIS SHEET.
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<br />SHEET NO.
<br />SH 1.5
<br />I III NI, I I ,:u,.;.A I..ill_ 1,-n: fl - 1 �� _. I _TAT__ _ - -I-- _- - - 1- - --...
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