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<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM (f
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<br />SECTION A -A
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<br />1__Nt_INEERING
<br />ENGINEERING EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />September 15 2020
<br />Applic t o n a i n Number t 1 1- R2
<br />EX Project Number20-31543
<br />Product Manufacturer All American Shutt is and Glass
<br />Manufacturer Address 1540 Donna Road
<br />West Palm Beech FL 33409
<br />Product Name 8 Description 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Ploduc-t Evaluation Report Is being issued It accordance with the requirements of the Florida
<br />Department Of Business and Professional Regufaaon (FKmda BuiXOng Commission) Rule Chapter
<br />51G20-3 005. F A.0 , for statewide acceptance per Method Id) The product noted above has been
<br />lasted and/or evaluated as summarized herern to show compliance with me Florida Building Code
<br />Seventh EdWon (2020) and is, for the purpose intended, at least equivalent to That required of the Coda
<br />Re-evaluation Dt this product shall be required following pertinent Florida Budding Code modifications or
<br />revisions
<br />Substantiating Data:
<br />T A AP N DOCUMENTS
<br />P RODUC EV LU O
<br />- 1 1 - 4 alvam I r Panels HVHZ a Non-HVHZ -. sheets 1-5
<br />drawHn N20 3 543 Ut ed 2 a G zed Sleet Storm a els ) FJL 9 9 l
<br />prepared try Engineering Express. sgned 6 sealed by Frank BennardD P E Is en integral part or this
<br />Evaluation Report
<br />TEST REPORTS
<br />Undmm static stluctural pertormanc-e has been tested in accordance with TAS 202 test standards per test
<br />Taproots) DBT-ASG-17-001 by Blackwaler Testing. Inc
<br />Large missile impact resistance and cyclic loading performance has twen tested In accordance with TAS
<br />201 and TAS 203 test standards per test repod(s) OST-ASG-17-001 by Blackwalel Testing Inc
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluale the product based on
<br />comparative and/or rational analysis to qualify the following design criteria
<br />1 Maximum Allowable Spans
<br />2 Minimum Allowable Spans
<br />3 Mmunum Glass Separation
<br />4 Anchor Spacing
<br />160 SW 221" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396.9999
<br />TEAM@ E NG INEERINGEXPRESS. COIN
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<br />♦ LAST PANEL(D TO BE INSTALLED AT EACH OPENING SHALL ALWAYS Of:
<br />PROVIDED W/ RFAR HANDLE TO FACILITATE INSTALL1T10N IF INiENDEr'
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />NOTES
<br />(1(FINITION OF SERIEC 2000: E-Z HANG STORM PANEL SYSTEM
<br />CONSISTING OT PANEL + Cont. TRACKS TOP & BOTTOM.
<br />(1). END PANELS SWLL ALWA BE CONNECTED TO 801T0M TRACK II
<br />OTHERWISE A STOP f3AR (je7 SMALL BE PROVIDED AT TOP Of SUC;I
<br />PANELS.
<br />'(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST OF 1/4'0-20.3/4" MS. W/ 7/9"0A3/32' WING
<br />NUT OR 1/4'Ill Win THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR MT FLANGES OF END PANEL
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (iW. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SMALLBE 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 m.p,t,
<br />olem rv-Tr.>. rr
<br />24 GAGE GALVANIZED STEEL STORM PANEL
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<br />Page 2 01' 2
<br />All 4mencan Shunt" and Glass - 24" Galvanized Steel Shinn Panels
<br />No 33% increase in allowable stress has been used in the desgn of this product.
<br />Separation from glaring 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 listed lest reports). and is
<br />accounted for in the engineering design of this product
<br />Wind Load Resistance
<br />TMs product has been designed to resist wind loads as Indicated m the span srhedule(s) on the
<br />respective Product Evaluation Document (i a engineering drawing)
<br />Installation
<br />This product shall be installed in strict compliance with its respective Product Evaluation Document (I e
<br />engineering diawuig) along with all components noted therein
<br />Product components shall be of the material specified in that products respective Product Evaluation
<br />Document (I a engineering drawing)
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document (I If
<br />engineering drawing) as noted herein
<br />All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
<br />listed IT this product's respective anchor schedule Host structure conditions which are not accounted for
<br />in this product s respective anchor schedule shall be desgned for on a site specific basis by a registered
<br />professional engineer
<br />Ali n which arepermanentlyinstalled shall Ile r t protected against Corr von. contamination and
<br />Components R cd e ed o
<br />Do p 9
<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 />RespeL lfullY
<br />WN�4
<br />Frank Bennardo. PE
<br />ENGINEERING EXPREBsw
<br />-11F,,0174614l) I Cen Auth 9995
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396.9999
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<br />POURED CONCRETE, CLONCRET_ E BLO K
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<br />- 0.441
<br />I INSTALLATION ARE ONLY VALID FOR MAX, A•S-D. DES�N
<br />SWILL BE 2'-8'
<br />PRESSURE RATING +/- 40.0 p.b.l. AND 8'-0' MAX
<br />PANEL LENGTH.
<br />FOR WOOD FRAME CONSTRUCTION: WOOD
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<br />2. NEW
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<br />DESIGN PRESSURES: `T
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<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULE5
<br />a N
<br />a
<br />WIDTH UNDMITED
<br />IPERP. ToPANEL SPAN)
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM _HALL BE DETERMINED PER
<br />SEPARATE ENGINEERING IN ACCORDANCE WITH THE
<br />n O X
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<br />TOP PUAS (CODPTER
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<br />REO SECTIONS
<br />OPTIONAL f,'-]0 STITCH
<br />BOLTS WITH WASMERED
<br />GOVERNING CODE, PRESSURE RE199V REME NIS AS
<br />16O9 OFI THE BUCOADILDDIING CODE SHALL BED LESS THAN
<br />OR EQqUAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />VALUES LISTED HEREIN f00. ANY
<br />PRE59URE AS
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<br />GENERAL 1110 :
<br />1. THI5 SPECIFICATION NAB BEEN DESIGN® AND SHALL BE FABRICATED IN
<br />ACCORDANCE W[TH THE REQVIREMENi50F THE RORWA BUILDW6 CODE
<br />SEVENTH EDITION (30M) FOR USE TNSICE AND DUT530E OF THE HVHZ. PEP
<br />TAS 201, 202 AND 2D3 TEST PROTOCOLS. CONTRACTOR SHALLINVESTIGATE
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<br />AtlD CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WNICN MAY
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<br />ADDITIONAL SITE-6PECIFIC SEALED ENGINEERIv1G.
<br />2. NO 33.113% INCREASE IN ALLOWABLE 6T ESS HAS BEEN USED IN THE
<br />DESIGN OF THIS SYSTEM,
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<br />/
<br />I Fj
<br />BOITDM MOUNT \ (
<br />fCDNN TYPE \ I
<br />REDID) \
<br />R0,391'
<br />+ 0.375r
<br />MAY aBO1TCMBEATT`_-��
<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />1 PITS . ELEVATION
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<br />BOTOM MOUNT (CONN {SPAN BELOW
<br />TV PEAS AEO,'D) OBSTRUCTION)
<br />PANELS MAY BE NOTCHED A5 REQIIWEO, OPTIONAL )4'-20 STITCH
<br />PROVI DDI THAT CONNECTIOPS AND BOLTS WITH WASHERED
<br />ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED O
<br />SPANSABOVE B BELOW' OSSIRl1CTION, OVERLAPS 0 MIDSPAN (USE
<br />APPROPR[ATE SPAN TABLE)
<br />3, THE ARCHITECTIE NGINEER OF RECORD FOR THE PROTECT
<br />SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USEDSHALL BE RESPONSIBLE
<br />FORTHE INTEGRITY OF ALLSUPPDRTING SURFACES TO THIS DESIGN WHICH
<br />WALL BE COORDINATED BY THE PERMITTING CONTRACTOR,
<br />SEPARATE so""PKIFIC's[A120 [NGIN lt0.IFIG SHALL BE 0. U]RED IN
<br />U
<br />ORDER TO DMATE FROM LSMD55,, DEF12CrTON6, OR SPANS at I19t "ED
<br />NERESN. CONTACTTI+tS ENGIHEFA FOR ALTERNATE SPAN CALCULATIONS AS
<br />MAY B[REDUIREO.
<br />b THe S DETAILED HEREIN 15 GENERIC AND DOES NOT P BOND[
<br />INFORMATION FOR A SPECIFIC SILL FOR SUE CONDITIONS DIFFERENT FROM
<br />THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR REGISTERED
<br />COnJAREH NOTION 11- [CT SHALL His OOCUMENTARE SITE CinC DOCUMENTS FOR USE 1N
<br />6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIM IJM TESTED
<br />i"�SA"iEFaDIVIDED To ee'yeoR GREATER,SAEGRADESUNLBS NOTED
<br />OTH EA1Y19E FASTENERS SHALLBE CADMIUM -PLATED OR OTHERWISE
<br />CORROSION-RRLSTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS
<br />FOR ALUMINUM STRUCTURES -SECTION I.3BY TNEALUMINUM ASSOCIATION,
<br />ANC,_. BANY APPLICABLE FEDERAL,STATE AND/OR LOCAL ODES,
<br />0 ALL STORM PANELS SMALL BE 24GA STIR PROA24"C
<br />A I R TY t 5TOR 1 ANELS 9MALL CONW M TD 45TM A6935TRUCTDRALOUPII
<br />-
<br />STCCL; GBO GALVAHIZ[D COAONS H A M3NIMUM FY�4B,11(51
<br />S0. ALL ALUMINUM EATRUSSONSSNALL BE 606}T6 ALUMINUM ALLOY.
<br />uNLF55 NOTED aTH ERIIISE.
<br />DETAILS SHOWN MAY aE WIRE HANGED AS FIELD
<br />O TOP B DICTATE.
<br />CORD ONTAL DICTATE. PANELS MAYBE M W MTED VERTICALLY OR
<br />CONDITIONS
<br />MORIIDNTALLY AS APPLICABLE.
<br />I-LCO C EMBEDDED
<br />NO CONCRETCONCRETE NOTED HERRISTALL ALL RS
<br />NON -CRACKED ONLY. IONS. ALL CONCRETE ANCHORS PER
<br />MANUFACTURERS RE R RECOCTOR 15 RESPO SIB
<br />13, THE CONTRACTOR I5 RESPONSIBLE TO INSULATE OR PROTECTALL
<br />MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS,
<br />14, ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTU TL, DESIGN AS
<br />SHOWNOH LYE USE OFTHIS SPECIFICATION BY CONTRACTOR, RI, eI.
<br />INDEMNIFIES S SAVES HARMLESS THIS ENGINEER FOR ALL COST B DAMAGES
<br />INCLUDING LEGAL FEES A APPELLATE FEES RESULTING FROM MATERIAL
<br />FARRICATIOR, SVST'EM ERECTION, 8 CONSTRUCTION PRACTICES BEYOND THAT
<br />\YHIC H 15 CAl1E0 FOR BY LOCA4 SLAT[, A FEDERAL CDOCS 6 FROM
<br />O[V1ATlOMS OF THIS PIAN
<br />F3 EXCEPT AS EXPRESSLY PROVIDED HEREl H, NO ADDITIONAL
<br />CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
<br />Si ALTI!RATI°NS, ADDITIONS. OR OTX Q, MARKIRGS TO THIS DOEUMBIT
<br />ARE NOT PERMETRO RND ONAUDATE In CE'RTIFItUI=N
<br />o7. pANEt55NALLBE PERMANENTLY LABELED WITH MIN OVUM OF CI) LAB EL
<br />ER EVERY 30 FEET'. CONTAINING THE FOLLOLVING 3N MAWTION.
<br />ALLAMERICAR SHUTTERSANDGULSS
<br />WEST PALM BEACH, FL
<br />TAS 201. TAS Wa d TAS 203
<br />ROPIDA PRODUCT Ap PROUAL NUMBER
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<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
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<br />MINIMUMSTORM PANI, St 1'ARAnOGA N i ROM ASS
<br />IMW4Z, WIND CONE 4 a ESSENTIAL EACH I TIES)
<br />MAIUMUM i
<br />DESIGN 4llAWABIE WSTA-1MiNSLFSS INSTALV,TIONSGRfA-11
<br />PRFSSURf SPAN n-.1 INAf/ 30' ABOVE GRADE I MAN 30' ABOVE GRAW
<br />IPSFI ,
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<br />1330.0 in I.. - 6.06.it, - 1.361R.
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<br />DESIGN LOAD B PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. 'PANEL FASTENERS- ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />("r-TRACK. STUDDED ANGLE, ETC.) USE 6:25•
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />CALL
<br />ON - AND'U'-HEADERS (INCLUDING BUILD OUT
<br />CON
<br />3. LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD.
<br />O ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />A SEPARATION F 7 N T MINIMUM ALLOW BLE SE LION FROM HE OPENING TO PROTECTED
<br />HE LE IS R [ 2SCDU REW
<br />1PD FOR USE WITH POSITIVE ADS ONLY
<br />. E
<br />) iNTERPOnON BETWEEN
<br />LOA05 l5 ACCEPTABLE, OTHERWISE USE NEAT HIGHER
<br />I LOAD
<br />3. FOR F3INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITTB IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM ME
<br />PROTECTED OPENING IS R UIRED.
<br />RN• RPNwwlOn. Ft
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<br />ANCHOR NOTES:
<br />1 ANCHORS ED LE 4 T A P T CER FI I) ERE) T V CH U . PPLIES D LL ROWC 5 TI E H N, BU ONL PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXI MUM ALLOWABLE SPANS AND FRE:51,; RES INDICATED
<br />I N SPAN SCHEDULE SHALL APPLY,
<br />2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACINGSTRUCTURE CT'I F E .THELTONEGVEDSI
<br />MATERIAL, a ANCHOR TYFE SELE� DESIGN [.DAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER TKAN OR EQUAL TO SHUTTER SPANS ELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2. FOR IDENTIFICATION OF..1111.11 Ill.
<br />3. "PANEL FASTENERS" ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('F`-TRAC3C, STUDDED ANGLE, ETC I USE 6 25" O C PANEL FASTENERSPACLNG TABLE VALUES FOR
<br />ALL "H"-AND "U'-HEADERS (INCLUDE NG BUILDOUT CONumor S)
<br />4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS,' RECOMMENDATION&
<br />5, HOLLOW BLOO, HOST 5TRUCTURE SHALL CONFORM TD ASTM CW BLACK.
<br />6, MINIMUM EMBEDMENT SHALL BE AS NOTED 1N ANCHOR SCHEDULE,
<br />7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
<br />FINISHES WALL FINISHES SHALL BE LEM11E0TD 1/4" MAX OP, SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
<br />B, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY
<br />9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXIST NG CONDITIONS MAY VARY, FIELD
<br />VERIFY' THAT FASTENEfLS ARE PITOADE ATE WOOD FRAMING EMBERS PLYWOOD. F 1 QU W MEMBERS, NOT P Y OOD ASrMING
<br />TOPLYWOOD Y IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10 WHERE OR F F ANCHORS ASTER TO NARROW FACE O STUD FRAMING,FASTENER SWill BE LOCATED IN
<br />CENTER OF NOMINAL 4' IN ODD EDISTA DISTANCE F a X MIN 00 /" G- N 15 ACCEPTABLE CR WOO (MIN.) (4 D
<br />FRAMING) WOOD STUD SHALL BE 'SOUTHERN PIN E"G-0 SS O0. GREATER DETdSTlY LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD
<br />I L. MOVABLE A A V PANELMATE ALL-POIt4T5 5OLiD RE r4CHOR5 RE DE TAU 5Er B BRASS BUSHING
<br />1.2. MACHINE SCREVS WALL HAVE in' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAV HAVE EITHER A PAN HEAD, TRUSS HEAD, DR WAFER HEAD (SIDEWALK BOLT) U.N.O.
<br />13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLU DES STUCCO OA OTHER WALL FINISHES,
<br />14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />15 :IC DIRECT MOUNTING CONDITIONS-
<br />W LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR 50HEDULES LISTED ON
<br />T IS SHEET
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<br />SHEET NO.
<br />SH 1.5
<br />
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