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<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM
<br />W
<br />SECTION A -A
<br />"glill"T
<br />SCALE 3/32--t-
<br />ENGirVEERING
<br />ENOINEERINCI EXPRE81110
<br />PRODUCT EVALUATION REPORT
<br />September 16, 2020
<br />Application Number 171159. 1 - R2
<br />EX Pro*aI Number 2D-31543
<br />Product Manulactuirer Alf Arraincien Shutters and GUM
<br />Manufacturer Address 1640 Donne Road
<br />West Palen Beach, 11133409
<br />Product Nam & Desionintion: 249a Galvanized Steel &win Panels
<br />Large Milealle Impact Roslatent
<br />Scope of Evaluadon:
<br />This Product Evaluation Report Is being hawed In accordance with the requirements of The Florida
<br />Department of eue- and Professional Regulation (Fiorlds Sulidini; Convitission) Rule Chapter
<br />8IG20-3 MS. for statewide acceptance per Melhod l(d). The product noted above has been
<br />tasted and/or evskaded Es suffmmtrod herein to Show compliance with the Florida Budding Code
<br />Seventh Edition =) and is, for the purpose Intended, at ill" equivalent to that required by The Code
<br />Re-evaluabm of this product shag be required following pertinent Florida Building Code modfillicallons of
<br />rarnalons.
<br />Substandating Data:
<br />IF PRMICT EVAILLIA711011i DOCUMEM U drawing 02041 M3 titled '24ga Galvanized Steel Storm Panels (HVHZ & Non -Mill stmft 1.5,
<br />prepared by Engineering Express. signed IS suatled by Frank Serinardo, P-E, is an integral part of thin
<br />Evaludon Repo"
<br />. IM REPORTS
<br />Undorrin sink structural parlermence has been tested in accordance with TAB 2W test standards per test
<br />reports) OBT-ASO-17-M by Slackwator Testing, Inc.
<br />Large nftwlo Urged resistance and cycle loading performance him boon nested In accordancis with TAB
<br />201 and TAB 203 test stondards per tog Niport(s) OBTASG- 17-M by Slackiveter Tsang. Inc.
<br />. STRUCTIMIL EllifigiflilrEEIIIIIING CALCULA71ONS
<br />Structural angineeft calculation have boon prepared which evallusts, the product based on
<br />cornparatt" and/or r$MorW analysis to quality the tdb" design criterls.
<br />I Mulmum Allowable $Paris
<br />2 Minimum Aftwable Spans
<br />3 Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 1211 AvRNUI SUITE 106, DEERFIELD Bill FLORIDA 33442
<br />(954) 354-0660 1 (066) 396-9999
<br />TFAMOENGiNfertinGExPREss,com
<br />E U&INIERINGENPRESS.com
<br />I a LAST PANCI. Q TO BE INSTALLED AT EACH OPENING SMALL ALWAYS Of
<br />PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IT INTENDED
<br />70 BE INSTALLED FROM INSIDE Or STRUCTURE.
<br />I
<br />NOTES
<br />200n: E-Z HANG STORM PANEL SYSTEM
<br />CONSISTINL OF PAN L 4 Ctont TRACKS TOP & BOTTOM,
<br />(2). END PANELS SMALL ALWTSDI` CONNECTED 10 BOTTOM TRACK
<br />OTHERWISE A STOP BAR
<br />ALL BE PROVIDED AT TOP OP SUCH
<br />PANELS.
<br />(3) If END PANELS ARE CONNECTED TO Borrow TRACX, CONNECTION
<br />SHALL CONSIST OF M.S.W/ 7/8"993/37' WING
<br />NUT OR 1/4'00/4' lvin THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK LOCATION OF FASTENERS MAY Of AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGE-, OF END PANEL
<br />(4) IN CAST THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i... A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SMALL 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 INSTALLATIONS ONLY VALID FOR WIND
<br />SPEED UP TO 170 -PA, I
<br />tE N (3 1 N E f.=- R I N G
<br />Page 2oi`2
<br />All American Shu"I and Glass - 24p Galvanized Steel Storm Panels
<br />No 33% Increase in allowable stress has been used in the design of this product
<br />Separation from glaring is not required for Inst"lons &jMe of wind :one 4 and amnbW facillifies
<br />Impact Resistance:
<br />Large Impact Resistance has been dismanalreted as evidenced In previousl hood 00 report(s). and is
<br />accounted for in the engift"rinq design at this product.
<br />Wind Load Res/stance
<br />This product has been designed to resist wind loaft as indicated In the open schaduli on the
<br />res;NPc1N,F Product EvskoSon Document (i ri, SinglassOng drawing),
<br />Installation
<br />This product *hall be Installed In Strict compliance with Its respective Product Evaluation Document (I,e
<br />engineering dravving), along with all components noted therein,
<br />Product components shah be of the material specified in that product** respective Product Evaluation
<br />Document (Le. arigmeefing drawing)
<br />Umiflations & Conditions of Use:
<br />Use of this product Rlholl be In strict accordance with the respective Product Evalustion Document 0.e
<br />engineering drawling) n noted herein
<br />All supporting host structures %W be designed to to" all *uWnVo@W losift and shelf be of a midenal
<br />Wed to this product's respective anchor schedule. Host structure corWfflom which are not accounted for
<br />In this product's respective anchor schedule shall be designed for on a site-sparific be" by a registered
<br />professional sro-
<br />AN components which are permarrantly installed shelf be protected agave corrosion. conlismiration, and
<br />other Such damage at as thrives
<br />This product has been designed for use within and outside the High Velocift Hurricane Zone (Hvl
<br />Respectfully.
<br />Frank Bernardo. PE
<br />ENGINEERING ENVIRESSIN
<br />OPEOW,5419 I Cori Auth. 11485
<br />160 SW 12'" AVENUE SUITE 106, DaiRTIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1 (866) 396-9999
<br />TtAM@EkaiNEiptimGExpitess.com
<br />ENGINAIRINGEXPRESS,COM
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<br />INSTALLATION DETAILS FOR
<br />INTO POURED CONCRETE. CONCRETE
<br />SERIES 2000 E-Z
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<br />HANG STORM PANEL CI)
<br />AND WOOD STRUCTURES
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<br />WALL 11,111OLWING
<br />WALL MOUNTING
<br />SECTION E21
<br />SCALE 3/8-1'
<br />ALTERNATNE IEZIW
<br />SCALE 3/8-1'
<br />INHIILNNf
<br />r MIN. PANEL. LENGTH
<br />I INSTALLATION ARE ONLY VAUD FOR MAX. A.SD. DESIGN SHALLBE 2-15'
<br />PRESSURE RATING +/- 40.0 111.* 1. AND 0 MAX
<br />PANEL LENGTH.
<br />FLORIDA BUILDING CODE (Man High Velogity Hur
<br />O.MW 24 GAGE GXVAMZED STEEL STORM PANEL
<br />Tir
<br />STATE GLOBAL PROTECTION PRODUCTS, LLC.
<br />11IFFIECOinc 0000to & SM"
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<br />MEMBERS TO BE SOUTHERN DINE No 2, W/ SPECIFIC
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<br />PA. L.,p),al
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL,
<br />F, %I', , Ps.
<br />UP III 4isl
<br />f L AMERICAN SHUTTERS AND GLASS
<br />ALL
<br />STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PERP-. To PANEL SPAIN)
<br />TOP MOUNT (CONIN-
<br />TYPE AS FoEQ.D) SECTITYP'.
<br />ONG
<br />A'-20
<br />SOLIS At WITH WASHIRSTITCHED
<br />WINI FASTENED 0
<br />OVERLAPS a M1106PAN (ust,
<br />APPROPRIATE SPAN TABLE)
<br />WEW
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<br />RO.156"
<br />"CITTOM MOUNT�
<br />(CONN, YPE
<br />p- .) 375,
<br />MAY SHE AT TOP,
<br />fill TYPICAL VERTICAL MOUNOTOTTOELEVATION
<br />N I S, BLEVIATT04
<br />TOP MOUNT LAMUF
<br />(CONK�� AVE. (SPAN ABOVE
<br />421STRUCTION)
<br />DOTTOM
<br />rMOUNTTYM
<br />(CC 14
<br />ffi AS REQ-0)
<br />-OBSTRUCTION
<br />j LOCATION MAY VARY I
<br />IH KZ, TOP
<br />iVPE
<br />BOTTOM MOUNT fcoNi
<br />TYPE AS (SPAN SELOW
<br />RN,D) 059TRUCTIONT
<br />PANELS MAY INE NOTCHED AS AEQUIRED,
<br />OMONALY4"-20 MEN
<br />H
<br />PROVIDED THAT CONNECTIONS AND BOLTS WITWASHERED
<br />ANCHORS ARE L4110 WHICH SATISFY MNG NUTS FASTENED 4
<br />n"G, OVERLAPS a MICS 'PAN (USE
<br />Offil 4PPRCPRIATESPANTABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2\ (NOTCHED PANELS)
<br />till FIT Is. ELEVATTGN
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GROGE PANELS
<br />MINIMUM SIORM Pill
<br />SEPAILAI ION FROM GLASS
<br />(HVI WIND 1014149 ESSENTIAL FAMITHES)
<br />MAILMUMA
<br />DESIGN
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<br />DESIGN LOAD : PANEL FASTENER SPACING VTOE
<br />DETERMINE MAXIMUM ALLOWMU STORM PANE,
<br />SPAN. SCHMXE IS ACCEPTABLE FOR USE WITH
<br />P05ttIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DEMON LOADS.
<br />2. *PANEL FASTENERS" ARE STVD5 USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(`("-TRACK, STUDDED ANGLE. ETC.) USE 6,25"
<br />O.C. PANEL FASTENER SPACING TABU VALUES FOR
<br />ALL 'H'- AND'IF-MEADeRS JINCLUDING BUILD OUT
<br />CONDITIONS3. UNFAIR )
<br />ACCEPTABLE. OTHERWISE USE NEXT PIMMER L0,11l
<br />GLASS SEPARATION NOTES:
<br />I EMIR SPAN SCHEDULE WITH POSITIVE DESIGN LOAD 70 DEYMNTNE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO N PROTECTED
<br />2. SCHEDULE IS REQUIRED Poll USE WITH POSITIVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGH"
<br />LOAD 3 FOR
<br />INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILMIES IN AStM WIND ZONES I THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING ISABOUFRIED.
<br />MAXIMUM ALLOWABLE FW*
<br />DESIGN PRESSURES:
<br />AS NgTID IN DESIGN
<br />DESIGN NOTES' SCHEDULE$
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<br />ANCHOR NOTES:
<br />J, ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, Our ONLY PROVIDES
<br />MAXIMUM ALLOWABLEANCHORSPACING. MAXIMUM ALLOWAI)WESPANS AND PKMSURES INDICATED
<br />IN SP.AN SCHEDULE SMALL APPLY
<br />Z ENIERANCH09 sclieutud EA91OON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, I ANCHOR TYPE SELECT DESIGN UMO GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SeLECT SPAN GREATER THAN OR EQUAL TO SHUTTERSPANSELECI
<br />COWNEMON TYPE EASED ON APPROPRIATE MOUNTING CONDITION [SEE MOUNTING. DETAILS ON
<br />'DArELFASTENERSF
<br />C-r-TRACK,SIUCID111DANGLE, ETC) LISE921-0,C PANEL FASPENERSPACING TABLE VALUES FOR
<br />ALL "H'-ANO 'U'-HEADEM 11U (INCLUDING fLDOUTCONOFrtCN$)
<br />4 ANC40M SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATTDAIS,
<br />5 HOLLOW GLOM HOST =�,Rl! SMALL CONFORM TO ADTM COO M=�
<br />I MINIMUM EMBEDMENT
<br />AS NOTED IN
<br />ANCHORSCHIMOLE4
<br />I MAMMON EMBEDMENTANDIFOGEDESIANCE
<br />AELEf HOST
<br />RE
<br />Eh CONCRETE PICHORS NOTED HEREIN SHILILL BE EMBEDDED i0 UN-AACRED CONCRETE ONLY.
<br />0 WHERE EXISTING STRUrTURE 16 WOW FRILNi EXIST] FIG CONDITIONS, MAY VMY. FIELD
<br />VERIFY "T FASTENERS ARE INTOADEQOAT(: WOOD FRAMING MEMBERS, NOT PLYWOOD FAIETENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10, WHERE ANCHORS FASTER TO NARROW PACE OF STUD FRAMING, FASTENER. SMALL BE LOCATED IN
<br />CE"PLOF NOMINAL Z"X 4' (MIN.) WOOD MD If"EDGE DISTANCEIS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD ST, OSHALL BE -.OUrHERNPINE" G-O SSORGAFATMDENSITY, LAGSCREW
<br />SHALL HAVE "LLIPS PAN HEAD OR HD( HEAD,
<br />REMOVABLE ANCHORS ARE, DEWALT PANEUMATE, ALL-POMM SOLID -SIT & BRASS SUSHMS
<br />Lt. MACHINE SJIEWS EIHAU_ HAVE lf2- MINIMUM ENGAGEMENT OF THREADS INTO THE ME
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<br />EOGE01 DANCE EXCLUR FINISHES. 13� MINIMUM EMBEDMENT AND It T � 97 UCCO OP. OTHER WALL
<br />14, 00 DIGE16NAT ES ANCHOR CONOTTIOW WHICH ARE NOT ACCEPTABLE USES.IS * DIRECT MOUNT1NG CONDITION' LG LINEAR INTERPOLATION 15 W:rr PERMITTED PCIR USE WITH THE ANCHOR SCHEDULES LJI&TMON
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