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<br />ENGINEERING EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Appkation Number f T -R2
<br />EX Pooled Number 20.31543
<br />full American 5 sa PtDduct ManufacturerhUtiENa and Gin
<br />Manufacturer Address T540 Donna Road
<br />West Pain Beech FL 33409
<br />Product Name & Description 24ga Galvanized Steel Slwm Penela
<br />Large Mlsafla Impacl Reslislent
<br />Scope of Evaluation:
<br />This Product EVM6mom Repon is being issulEd to accordance with the regwements of the Florida
<br />Department of eliwne s, and Ptofesslonal Regubaton (Florida Bulling Col on) Rifle Chapter
<br />61G20-3.005. F A C. for statewide sompmnce lot Method lid) The product noted above has bean
<br />Wed ard/a evaluated as sunwn&i zed herein to show compliance wiKf the Fkanda Sung Code
<br />Seventh Edson (2020) and 6, for the purpose, intended, of least ogiTlYaklyd W that required by the Code
<br />Re-evelul of this Product shall be required following perhnerit Florida BtNkkng eWia Code naboos ON
<br />revisions on
<br />Substantiating Data:
<br />. ODUCT EVALUATION DOCUIBE1YTs
<br />EX dt®rg 820.3/543 UUM1'24ga Galvanized St4w4 Slwm Panels il IHVHZ& Noil %heels t-5.
<br />prepared by Engileenrg Express. signed & sealed try Frank, Sennordo, IS . is an Integra part of this
<br />Evaltwbon Report
<br />• TIEi EST EEE4i iRTTS
<br />Uniform %Uft stint leaf wtomiallca has bean Lestad in accordance with TAS 202 Iasi at indards Pot Iasi
<br />repod(s) OBT-ASG-17-001 by BiwkwaW Testing. Inc.
<br />Lard' iTrsslb impact resistance and cyclic loading performance has been tested "I accordance with TAS
<br />201 and TAS 203 Tow standards per test repel LET-ASG-17.001 01@ Bladnnatef Testing, Inc
<br />STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural onpift""ng calculations have been prepared which ev 1uw* the product bases on
<br />comperaUve alrtd•Or Mien ariaiyars to quality, the fo0owrrng design Or4eM
<br />1 MatirMNn Athowabie Spans
<br />2 Mimmtam Allow" Sparta
<br />3 Wanmwm Gims Seperatfon
<br />4 Anchor Slatting
<br />160 Sw 12'" AvINvir SuITP:. 106, UEERrJfLD SEAcH, FLOPEnA 1042
<br />(9541354.0660 1(8tl 396 9999
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<br />No 33% Increase in aUeNaille stress has been used in the design of this Product.
<br />Separabon troin glaang hi fwl (eQwr ld for irmtaflaBom outside DI wt.d zone 4 and assential faclihlf3
<br />Impact Resistance;
<br />Labe Impact RaMtanc6 has been demonstrated as evNienced In pretnarsiy Patel lest reportill and is
<br />accounted for in the wiprfeering design of ttea product
<br />Wind Load Resistance
<br />This product has been designed to talent Wind foods as nxllcaled IN the span schedulets) on the
<br />respective Product Evai3ation Document It a engineering drawing)
<br />Installation
<br />Title product shall be Nustaked in stncl complance with as respective Prachat Eveluakon Document it IF
<br />enpneering drevong). abog with as components noted therein.
<br />Product components shall be of the material special in that product t respective Product Evaluation)
<br />Document (i.a arlgmeeRng draval
<br />Limitations a Conditfon3 of Use:
<br />Use of this prodlct shall be in sill accordance wda the lespacbve PrDdw;! Evaluation Document (to
<br />engineering drewirl as noted heron
<br />All supporting hog sbur3ures shall be deslgrod to resist ail supedmprsed klsds and shall be of a matanat
<br />listed in Ids podud't respective anchor schedule. Heal sbuctial conditions which are not accounted for
<br />In this product's LesDacive anchor schedule shok be designed for on a site -specific iterate by a nagiffierell
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<br />Thai product has been designed for use wdh i n and outside the High Velocity Hurncane Zone THVRZ)
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<br />ENGINEERING EXPRESS
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<br />160 SW 12`' A,'ENuf SILIT'E tD6, DEENf'F26n BEACH, F,CC,RLOA 33442
<br />(954 i 354-0660 II (Ill 396-9999
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<br />I DESIGN PRESSURES '_ �' I Tr ,u1,
<br />24a GALVANIZED STEEL STORM PANELS (HVHZ &NON HVHZ) I «2.
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<br />I j Ill O 1TALLY AS APPLICABLE Q
<br />_ 1 �NT I CONCRFTR ANCHOR& TOTED HEREIN SHALL R FMRMDFO TO-
<br />y�0 I j lC t RS NON-CRACI Ib CONCRETE OII LY iNSTAEI ALI CONCRETE ANC1H15.a PER
<br />,s. ^i AS q'EO'D) III MANOFACTLI AERS REtDMPrENMTTONS.
<br />`Gr, ( 13. THE CONTRACTOR IS kWOONSID" TJ INSWATE CR PROTECT ALL
<br />1a� Y T --1 FIENSERS FROM DM Mi AR MATMIALS TO PRELiNT CEt.OkCLYM
<br />Z
<br />7 fF1_T
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<br />i IN IJOIIFIES a SAFEE a Apri51 Fr l RE.eER ION ALL NI MATERIAL T A ANAriE1 G r
<br />IN
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<br />n i I i 1OU N` -K N Is CALLED FOR eY i]CA4 STATE, A FEGe AFL ,.ats 6 FAl1m !
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<br />A 3' b 15"
<br />D3" 633'
<br />0.3" 479- 9.T'
<br />A 25- 1'
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<br />Cwxs' far 41' 4.rJ•
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<br />1.0' &29
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<br />2
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<br />3.3` IS 25"
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<br />76 1 .3"
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<br />150'
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<br />12.5"
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<br />22,51'
<br />16.0' 301.21
<br />16.0' U_
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<br />15,13I'
<br />ISO, Or'
<br />12.5'
<br />a1. V,
<br />16.0'
<br />34, 0"
<br />9.1
<br />91'
<br />72, 5'
<br />13.f"
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<br />1
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<br />5
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<br />6125'
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<br />4 4_
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<br />4A" 6 29"
<br />1'i i"
<br />9 4'° ♦ 0
<br />629'
<br />ANCHOR NOTES:
<br />AlrQgR QEDU A T REI Lr I i 5 LE PPUCS O ALL PRaDtX rr3rTIFED FIEREIN, BUT CN PROVIDES
<br />MAXSNUH N10NABLE ANLl10R SPACING, MAXIMUM ALLOWABLE SMAr15 AND PRESSUt� I/tD)LIIiED
<br />IN SPAN SCHEDULE STALL AP1PLY.
<br />2 ENTER AhL)4 SCHEDULE BRSEOON FwNEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL.,a TYPE N GREATER THAN AIiCFCR PE SELECT DFSIi LOAD .. EATBt OR EQUAL TO IEGATIITE DESIGN
<br />ETTE
<br />LCilO ON ti1KTRER AND SELELTSPAN GRT31T ER THAN OR IE()IiAI TO SNUriER SPAN.SEt6r_T
<br />CONPIECn(N TYPE BASED ON APPROPRIATE MOUNRNG %C.aA DITECM IEEE M0LWnt G DETAILS ON
<br />SFIEET 2 E FICATION T FOR U1 NT1 OF C70re'liG IDN TYPE , t
<br />3. 'PAIR FASTENERS' U IN MI All UNTS 1 .l STUDS SEO _0 tPAAE 0Ha WITH F10 f' A U VAL 1
<br />"P•-r t + o AN F P I -AND
<br />S UDr E ANGLE IOC 00 5 LUD O C P EL ASTEHER SMQNG tAalE VALUES Nix
<br />1
<br />RLL'H' -AND 'U'.FEEADEILS NCEUDING BUCLOOUT CONf$TItYiS
<br />a )
<br />4 ANCHORS SWILL BE INSTALLED IN AOCd]ROANKE WITH WWUFACfURERS' RECOMMENO,uTtONE.
<br />S. FIOUAW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTPI CK BLOCK
<br />6. MMNTN Pl4BEOM W SHALL aE AS 10011D IN ANCHOR SCHEDULE
<br />7 MMM1H eMaED?4eW AND EDGE OGTANCE EXCLUOES STUCCO, PGAN, BRICK, &NO OTHER WALL
<br />FE NISHE4 WALL FINISHES SHALL BE LIKI ED TO 1y4' MU OR SHALL BE VEEUTIED BY OTHERS TO
<br />ADEQWTELY TO ANSFER LOADS TO HOOT STRUCTURE
<br />a. "METE AN HORS NOTED HEREIN 5HA11 BE FMEDM TO UN-pUC10'LT CONCRETE ONLY
<br />9. WHERE WErAG SIV41CTURE IS WOOD FRAAINIG Tf MAY V E EXLTi WG C01AITiOI'fi ARV, FIELD
<br />YERIR' THAT FASTENERS ARE INTOA TE *OW .. N[4 Tw . F IE pun MEMtS6t5. NOf PL GOD FASTENING
<br />D!'QDA
<br />TO FT,YWOCD IS ACCEPTABLE ONLY FOR SIDE CI,135URE PIECI''.E*.
<br />10. WHERE' ANCHORS FASTER TO NARROW FACE Of STUD FRAMN6, FASTENER SHALL 6E LOCATED 1N
<br />fENTER OF r4pN41NAl a• i M (MIN.I w04D STUD [[%' EDGE 015TItICE 75 ACCEPTABLE Pt>L WOOD
<br />PRAAINIG}, WOOD STUDSHAII BE SOUTHERN PI74E'G-0.55ORGREAIERDEN5TN LAGSCREW
<br />SHALL WIVF PFa PS PAN tEJrO HEX
<br />LLI OR HEAD
<br />1l REMOVASLE At4-'910pC, TOTE OEWAU PANE 1.141 ALL,VD MS S0.1D-SET B BRA$ BU91N6
<br />l2 MAOQNE SCREWS SHALL HA1fE 1%2' MI ftIMIM MGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND PUT HAVE EITHER A PAN HEM, TRUSS HEAD OR W16M HEAD (WOeWALK OCIn u N.O
<br />13. MMMIM 84KOMOR MID EKE DKURCE EXCI,UOEIS STKCO OR OF HER WALL F3NISHe$.
<br />1i. jr DIEG GNATES ANrWW OXOtTEONS 1AMI OtAIrE NOT ACCEPTABLE USES.
<br />•5 DIRECT MauNTING CCUMMGRIDM
<br />16 UNEAR INTERPOLATION 1S NOT PQt MC1TEQ " U5e WtTN TIIE ANCHHOR SQ4EEMLeS UETUD GN
<br />THIS SHEET
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