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EZI/18,
<br />EZIW/18 ANCHORS
<br />----(SEE SECTWN E2i ALTERNATIVE CZIW ON SHEET
<br />-3* W-
<br />C(SEE NOTE 2) R (SEE
<br />9 1 Avrw@
<br />NOTE 2
<br />END
<br />3/16 1A,
<br />POP W41 �AST PANI TO BE Mi- AT EACH OPENING SHALL AILWAYS BE
<br />1/2- 0
<br />--T 7q, 10
<br />PROVIDED W/ CAN HANDLE TO FACII INS7ALLATICIN Ir INTENDED
<br />I BE INSTALLED FROM II OF STRUCTURE
<br />T_ -A. I
<br />_1 NOTES
<br />MIX
<br />OF _L_ E-Z HANG STORM PANFA S"SIEM
<br />CONSISTING OF PANEL 4 CIII 7FAI TOP
<br />PANELI JTER P PANEL) INTERIOR PANEL) (INTERIOR PANEL) MAY 901-TOM
<br />(CNU INTER
<br />SEE NOTES Z 3, 4 (FIND PANEL) i
<br />SEE NOTES 2. 3, 4 12). END PANELS SH I
<br />fl CONNECTED 10 011 PAC, I'.
<br />OTIMIrwist: A STOP HALL BE PROVIDED AT IOP Or SlI
<br />AL AP
<br />A
<br />71-MAX.
<br />7 PANLLS�
<br />PANEL LENGf��
<br />71 i a �/- 4-0.1) p.,?
<br />3C, NN CT,�l
<br />�3). IF END PANELS WE CONNEC]TED 70 IE070M 0 F
<br />SHAJ ONSli OF /4'P MS W/ /32' WNG
<br />IfLs W/ i /Alt
<br />99. F,, IN NUT OR l hl�, THUMBSCREW INTO TAPPED FICTION!
<br />S 5 DOLT /00 LA G�VILAP TRACIC LOCATION OF FASTENERS MAY BE AT EITHER OF Two
<br />(SEE ISECTICIIS AS AII�C.19a EXTERIOR FLAT PLANG - OF END PANEL.
<br />(4)� IN CASE IHAT ENUI PANELS ARE NOT CONNECTFE) 30 BOTTOM
<br />VrkX TRACK i.e. A S7GP BAR IS ONLY USED AT n)P) AT LEAST TWO
<br />PANFIS SHALL 13E rONI BOTTOM TRAI USING SPECS
<br />1 INDICAFED ON NOTE ( I ) ABOV, P% SUCH 'ASE, CONNEC71ON OF
<br />-.t- 4-4-4-i-f-11
<br />J_J_L!1__J_J_L.LJ_J L _J PANELS TO 90�061 Tril MAY OCCUR AT ANY
<br />-I _J�HJ JJ L L J -1 L_ -1 -1 -1, 1-.L _J_J_ L I -J-JL 4 -L J J- :14 ---1 I PANEL LOCATION
<br />Me. SCE Ne"t VA.
<br />Ml� SEE SEE I t NSTAILLATONS ONLY VAIJD FOR WIND
<br />NOTE,
<br />ANCHORS- SPEED U- TO 170
<br />--(SEE S�Cll EZI ALIERINATNE FZIW OIN SNEE- 181
<br />-*E"z
<br />I W/ I a
<br />TYPICAL ELEVATION FOR SERIES .2000 E-Z HII ST9RM PAN L ff) SYSTEM
<br />\NL
<br />4.
<br />CAP
<br />SECTION A -A
<br />A,
<br />EN FLORIDA BUILDING CODE (Non High Velocity Hulc..e Zone)
<br />24 GAGE GALVANIZED STEEL STORM PANEL ty.
<br />0,44167
<br />Slil or- 11LIECOHIM, \ GLOBAL PROTECTION PRODUCTS, LLC,
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<br />IV ENGIC%.jEE4NG-
<br />ENGIIINIIEERIN13 EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number: 170691 - R2
<br />EX Project Numi 20-21543
<br />Product Manufacturer AffAuramcan Shutters and Glass
<br />ManufacluterAddrei 1540 Contra Road
<br />West Palm Beach, FL 33409
<br />Product Name & 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 Flol
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />GIG20-3-006, F.A.C., ficirstalewide acceptance per Method 1(d). The product noted above has been
<br />tested and/or ""fueled assummarized herein to show compliance with the Flonds Building Code
<br />Seventh Edition (2020) and Is, for the purpose Intended, at least equivalent to that required by the Code
<br />Re-eva(uation of this product shall be required following periment Florida Building Code modifications or
<br />revisions
<br />Substantiating Data:
<br />. PRODUCT EVALUATION DOCUMENTS
<br />EX drawing #2"1 W fided '2498 Galvanized Steel Storm Panels (HVHZ 9 Non-HVHZ)', sheets 1-5�
<br />prepared by Engineering Express, signed & sealed by Frank Beraranto, P�E, is an integral Part of this
<br />Evaluation Report-
<br />' TEST RrzPCRTS
<br />Uniform static structural performance has been tested in accordance with TAS 2102 test standards per test
<br />reporl(s) #BT-ASG-1 7-001 by Blackwater Testing, Inc.
<br />Large missile impact resistance and cyclic loading performance has been tested in accordance With TAS
<br />201 and TAS 203 test standards per test report(s) #BT-ASG-17-DOI by Black -water Testing. Inc.
<br />. STRUCTURAL ENG4NEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based an
<br />remparstive and/or Fetcher analysts to quality the following design criteria
<br />1. Maximum Allowable Spans
<br />2, Minimum Allowable Span,
<br />3. Minimunt Glass Separation
<br />4 Anchor Sparing
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEA M @15HOINEERINGEXPROSS'Com
<br />ENGINEERINGEXPRESS,COM
<br />m
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<br />to ENGINEERING PiuNe2ur2
<br />Yll American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />Nc,33% increase in allowable stress has been used In the design of this product.
<br />Staparaltop from glazing is not required for firistallailors; outside of wind zone 4 and essential facilities
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced in previously listed test report(s), and Is
<br />accounted for in the engineering design of this product.
<br />WInd Load 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 Cie. engineerinf; drawing).
<br />installation
<br />This product shall be Installed In all compliance with its respective Product Evaluation Document (I a
<br />engineering drawing), along with all components noted therein,
<br />Product components shall be of the matertal specified In that procfiuct�s respective Product Evaluation
<br />Document (i.e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product Strait be in strict accordance with the respective Product Evriluation Document (I a
<br />engineering drawing) as noted herein
<br />Adl supporting host structures shall be designed to resist all super. Imposed loads and shall be of a material
<br />listed to this product's respective anchor schedule, Host structurc Conditions which are not accounted tot
<br />in this products respeoWe anchor schedule shalt be designed for on a site -specific basis by a registered
<br />professional eniffineer
<br />All Components which are permanently mil shall tre protected against corrosion, contamination. and
<br />otbw such damage at all times,
<br />This, product has been designed for use will and outside the High Velocity Hurricane Zone IHVHZ).
<br />Respectfully,
<br />A
<br />Frank Beenal PE
<br />ENGINEERING EXPREss"
<br />9,PE00465491 COTT Auth 988i
<br />160 SIN 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(9541 354-0660 1 (866) 396-9999
<br />TEAM# ENCINEERINGEXPRESS�CCM
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<br />INSTALLATION DETAIL5 FOR 5ERIES 2000 E-Z HANr S_QRM PANEL.1
<br />T
<br />INTO POURED CONCRETE. CONCRETE 8L09K AND III STRUCIL)RES
<br />V4*0 TAPCON
<br />CONCRETE OLOCK ANCHOR 0 12* MC.
<br />REOUIRED.
<br />1/00 TAPODN HEX HEAD TEK WOOD -JI4.1 HEX WAD TEN
<br />ANCHOR 9 12- 0.01- SCREW 464* FROM RiEwel ScREv, 0 V4, FROM
<br />EDGE OF EDGE OF
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<br />t/2 112
<br />JL
<br />110 it
<br />At V. 0411111 1/2-
<br />11 1- W.,
<br />Ir-SEPARATION
<br />1: 70 CLASS
<br />L ALUMINUM Per, TO olm. POP
<br />FIN,ET am,
<br />F-Cir,
<br />Will MAX
<br />PANEL LENGTH If I PANEL LENGTH
<br />NiV,,
<br />'0-20.2'
<br />'-'1,.UMeSCREW OF
<br />Be.
<br />0 -to CLASS
<br />50%
<br />C�, OF "L" 0
<br />THUMBSCREW It
<br />��AAL;,; n
<br />EV ED
<br />ED
<br />7) -0 IAPCON
<br />ANCHOR
<br />12' O'C'
<br />1 ON H' 2.4' ill=
<br />Apo ISTAIG PW
<br />4, MED
<br />ANCHOR 12 C, -PLATE
<br />ONC STE 0
<br />CONCRl stock i ATOUIRIM
<br />WALL MOUUNA NG
<br />SCALE 3/8=1* SCALE 3/0=1-
<br />%.
<br />11�`
<br />E
<br />FLORIDA BUILDING velocRy
<br />CODE (Non High Mu Conazono)
<br />141 '
<br />MPL PANEL I'll "IJIM rx.
<br />0 44
<br />= . o� 441 s
<br />I INSTALLATION ARE ONLY VALID FOR hAX. A.S.O DESIGN SHALL BE 2 24 GAGE GALVANIZED STEEL STORM PANEL
<br />PRESSURE RATING 40.0 pVJ. AND 8'-G' MAX S STATE 0 3 f=31-
<br />STATE 0
<br />PANEL LENGTI GLOBAL PROTECTION PRODUCTS, LLC.
<br />11LIEC0,011C
<br />A !; - 11W 11
<br />FIRAVE CONSTRUCTION: WOOD 0�-,
<br />2, FOR NEW WOOD _: . TILLIT Ticl & C40INM COMPANY
<br />I.,(. P.
<br />VA V, XV, WAI .1. 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC:
<br />IGJN�6�
<br />IOU
<br />DENSITY OF 0.55 OR EQUAL, -
<br />Munit , i
<br />1 1/ _%
<br />ALL AMERICAN SHUTTERS AND GLASS I
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ),
<br />WIDTH UNLIMITED
<br />(PER0. TO PANELSPAI
<br />TOP MOUNT (ccINN- T
<br />TYPE As REQ,D) qnCTIONE
<br />PTIONAL A� 20 STIT H
<br />RE
<br />-BOLTS WITH WASH E 'D
<br />WINGNUTS FASTENED P
<br />OVERLAPS 51b MIDSPAN (USi
<br />A PPROPRIATr SPAN TAEIUE�
<br />PLAN I4EW
<br />BOTTOM M AT
<br />(CON I TYFI � AE
<br />MAY BE AT T
<br />el BOTTOM
<br />TYPICAL VERTICAL MOUNT ELEVATION
<br />N, T G,
<br />ELESIATrON
<br />TOP MOUNT
<br />I
<br />UPI
<br />AS
<br />JSPANI COVE
<br />EISTRUCTION)
<br />IOUNT
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<br />(LOCATION MAY VARY
<br />T-P`NN
<br />TYPE
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<br />L-I':
<br />BOTTOM MOUNT NN_�
<br />TYPE As =Eqvo) (SPAN OtLOW
<br />DESTRUCTION)
<br />PANELISMAYBIENOTCHEDAS SQUIRED, OPTIO AL Y�'-20 STITO
<br />E R BOLTS WITH
<br />PROVIDED THAT CONN CTIONS AND W0HEREC
<br />ANCHORSARE USED WHICI-i S�ATTSFY WINI31NILITS flASTENED
<br />i5TRICTI6N, I OVEEII 0 MIDSPAN
<br />APPIROPRIATE'SPAN 7AE
<br />VERTICAL MOUNT ELEVATION
<br />/'_2� (NOTCHED PANELS)
<br />Ill N,7.S, ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM SMRMPAI SEPASIATiONIROM GIA8,
<br />(HVH�, WIND ZONE 4 & E95ENTIAI FACJI
<br />ALLOWABLY
<br />INSTAIIAIVONStESS
<br />PR`S"zf
<br />;SPANiLrN,.I
<br />THAN M'ABOVE GRADE iHAN30'AftOVtGAVJi
<br />jzaii
<br />6,06 o, T&L
<br />B Is
<br />6c6 4_1 6 W
<br />55
<br />lot, 6,l,
<br />6 B.I, 2 35'r,
<br />GD91" 2 ;1�
<br />�:Ill"AiNi ::)Lr1tUll IIJU I ='i:
<br />I, ENTR SPAN SCHEOULES WITH NEGATIVE
<br />DESIGN COAL) 8i PANEL FASTENER SPACING TO
<br />DETCRM14E MAXJMqM ALLOWABLE STORM PANEL
<br />SPAN, SCHEDULE IS ACCEPTABLE FOR USE W17H
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2� PANI FASTENERS' ARE STUDS USED IN
<br />CONUUNCOON WITH ALL MOUNTING EXTRUSIONS
<br />Vf'-TRACK, STUDDED ANGLE, M,), USE Il
<br />00' PANEL FASTENER SPACING TABLE VALUES FOR
<br />A" 'K'- AND 'W-HEADERS (INCLUDING BUILD OUT
<br />Ci?NDITIQNS),
<br />lJOICARTNTIERPOLATION B WEEN LOADS 15
<br />A&EPOUILC� OTHERWISE USE NEXT HIGHER WAD.
<br />I CNIFEA SPAN 5CMEII WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM hLI.0WA5LE SEPARATION FROM THE OPENING TO OF; PROTECTED
<br />2 SCHEDULE MAEQUMED FOR USE WITH POSITIVE LCLAOSONLY
<br />INTERPOLATION 8t"WEEN LOADS 15 A(CEPTADLE� OTHORWISIZE USE NEXT HTGI
<br />LOAD
<br />" FOR INSTALLATIONS OUTSIDE OF THE HVKZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ALSTM WIND ZONES I THROUGH 3.7HE GIASS SEPARATION
<br />SCHEDULE is NOT =1REE&ANI MIP41MUM SEPARATION FROM 'HE
<br />PROTECTED OPET(i Is ,
<br />AgII.
<br />Wt
<br />Dill
<br />MAXIMUM ALLOWABLE
<br />'At
<br />DESIGN PRESSURES:
<br />)AMW
<br />AS NOTED IN DESIGN
<br />SCHEDULE5
<br />DESIGN NOTES'
<br />POSITIVE AND N TID
<br />FOO'Li '�"AT V � D5 `IGN r' "51C, LES LIL
<br />SEW�THTHI,i��',�"T��S.�MAffrSEIUZ'TCR AN UPER
<br />SEPARATE ENGINJEERINS JN�CCORDANCIE WITH THE
<br />Viv 6.
<br />Nit
<br />105.
<br />'111R1"AFCE"R d CHAPTER
<br />1609 OF THE FLORIDA BUILDING CODE'5HAU BE LESS THAN
<br />23 a!
<br />?J�il:d i
<br />Al Cr
<br />OR �20AL TG THE TP,()S ESCLI1,JNENTFTVE DESIGN
<br />_ REIM
<br />PRE VAql�E TED FOR ANY
<br />M18RLE C4PACr
<br />ASSE Y AS SHOWN,
<br />GENERAL Nol
<br />THT5 S P EC T%C k7leOREHqM Ep ED ICATED IN
<br />AND SHALL BE F.ABRCQ
<br />or It
<br />il TH UIR MEtASrGN
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<br />Le
<br />ASZI]I,202.AIJO2D3r7E PROI CONTRACTOR SHALL INVESTIGATE
<br />1AS INEEN USED IN THE
<br />PaOl
<br />0
<br />>4HALL BE RESPONSIBLE
<br />0 THIS DESIGN WHICH
<br />I( TOR.
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<br />1ANCALCULATIONSAS
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<br />ON MAXIMUM TESTED
<br />RAD6S UNLESS NOTED
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<br />Y W
<br />UNIN V ASSOCIATION,
<br />CAL CODES,
<br />024"
<br />STRUnURALQUALIT,
<br />Lij
<br />MAY SE INTERCHANGI ROM
<br />E MOLINTEDVERTiCALLY OR
<br />Ent 5 ALLEE EMBEDDED To
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<br />,TATMON THAT
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<br />ERET412 ADDITIONAL
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<br />VISIT ECALC.101311643
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<br />14,7" ELI*
<br />12TS"
<br />16.0- 1 4.7' 1
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<br />16.0" �0'
<br />1,60' 14.7 "
<br />6,9"
<br />6.0"
<br />12. 5"
<br />12. 51
<br />16.0"
<br />160�
<br />1.43" 6.0'
<br />14,7' 1
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<br />J5_11� 80�
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<br />48
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<br />164' 16.0"
<br />101
<br />12. 5"
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<br />12.1" �,l
<br />12.7
<br />1 D� 10.6" 6.2"
<br />36.U' 14, V
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<br />12.5"
<br />114"
<br />9.7" SL6"
<br />12,5`
<br />16.W 9.7' 54"
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<br />1G,0 ILO"
<br />fl� U IIA"
<br />7,0"
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<br />16.0"
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<br />1215,1610"
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<br />1Z.51
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<br />14 5"
<br />iZ.4" 4.9"
<br />1115"
<br />154, 519"
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<br />ANCHOR NOTES:
<br />I ANC3-4OR SCHEDULE APPLIES TOALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROYIDES
<br />MAXIMOMALLQINABLEANCHCRSPII,CINIU. 14AXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHAILLAPPLY.
<br />4 ENTER ANCHOR SC21EDLI I BASED ON PANEL FA51 ENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL,& ANCHOR TYPE. SELECT DESIGN LOAD GREATEP. THAN CIR EQUALTO NEGATIVE DESIGN
<br />LOAD 0 1 SHUTTE R AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTER SPANSELECT
<br />CONN ECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEE� 2 FOR IDENTIFICATION! OF CONNE&ION TYPE).
<br />3 . PANEL FASTENERS" ARE STUDS USED IN MNJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />C'F` -TRACK, 57UDLIEID ANGLE, ETC) USE6_25'O.0 PANEL FA57ENERSPACINGTARLE VALUES FOR
<br />ALL `W, AND "U'-HEADERS (INCLUDING BUILDOUT CONDITIONS)
<br />4 ANCHORS SHALL BE INSTALLED IsIAOCORDAPOE WITH MANUFPCTUiZER�;'RECE)MME�NDATI()N--
<br />5 HOLLOW BLOCK HOFT$TP.UCTVRrSHALLr-'DNFORMTOA,5TMC90 DJ-QCK.
<br />6: MTNl I EMBEDMENT SHALL BE AS NOTED I N ANCHOR S6IEOUl
<br />? MINIMUM EMBEDMENT A
<br />ADIHQUI TRANSEER LOA r CGTSTRLIC7 RL
<br />Is CON CRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE 011
<br />RE
<br />_ IS WOOD Fp
<br />9, WHE I S�XISTING STRIJI CANING, EYISTING CONCIFIONS MAY VARY, FEELD
<br />YPTl THAT FASTENERS ARE INTOADEQUATF WOOD FRAM114G MEMBERS, NOT PLYWCOD� FASTENING
<br />TOPLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSUREFIECUS,
<br />10 WHERE ANCHORS FASTEN TO NARRIDIN FACEOF STUD FRAMING, A*TENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2' 1( 0 � Mil WOOD STO D CA" EDrE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SHALL OF '50t)THEILN FINE , C-0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD,
<br />, I REMOVABLE ANCHORS ARE. OSWALT PANEUMATF, ALL -POINTS SOLID-SlEr 8. BRASS BUSHING
<br />12. ACHINE SCREWS SHALL HAVE 1/2" MIINIMJM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) it N'O
<br />0 R OF WALL
<br />13. MINIMUM [EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO HER I -FINISHES,
<br />14, DESIGNATES ANCHOR CONDHIONS WHICH ARE NOT ACCEPTABLE USES
<br />15, DIRECT MOUNTING CX)ND1TTONIS_
<br />1E. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR 3CHELILKIE5 LISTED ON
<br />THIS SHEET
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