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<br />/14X1" S.N.S., 1/2'
<br />ar END 3/16•e NUMINVY
<br />POP RIVET * BAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />1/2'I� O O o o o O o oPROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />• I I I • TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />I I �I i
<br />l 1 i 1 I i i 1) PANE
<br />NOTES
<br />_,_ _: •_ ;) .. (rro.) NOTES
<br />Sox
<br />r OF 'L (I). D FINITION OF RI c 0: E-Z HANG STORM PANEL SYSTEM
<br />I(END PANEL -I i (INTERIORr PANEL) T (INTERIOR (INTERIOR PANEL) 1 ,(END PANEL) 1 MAX CON51571NG OF PANEL * Cant. TRACKS TOP 4 BOTTOM.
<br />SEE NOTES 2, 3, 4 SEE NOTES 2. 3. 4 (2). END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK
<br />I OTHERWISE A STOP 8AR (,v SMtALL BE PROVIDED ATTOP OF SUCH
<br />IIII
<br />Irj'�..,(, +t
<br />1 t PANEL LENGTH PANELS.
<br />1 I - (3) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />'
<br />I SHALL CONSIST OF 1/4'0 20.3/4- M $ W/ 7/8'0.3/32 WING
<br />I 1 BOLTED PANELS r/ 11u 20.1' ' NUT OR 1/4-0.3/4• Min. THUMBSCREW INTO TAPPED BOTTOM
<br />I
<br />I
<br />EITHER O TWO
<br />e K. LOCATION FASTENERS Y AT R F
<br />l I IeI : I ss BOLTS e LA OVERLAP COIL 0 OFSOF
<br />EXTERIOR PA L.
<br />1 SECTIONS AS APPLK.IBLE) ExTERIOR FLAT FL}NGE$ OF END PANEL. I (SEE
<br />1..Ll_I- 1 1 Seer
<br />_ _ .� ... _ L•,1 1 j _
<br />OF (4). N CAS TwRi END PANELS ARE OTCONNECTEDTO BOTTOM
<br />' - r - "I--- j I I "- - -' I'.•• TRACK (i e. A STOP BAR IS ONLYUSEDAT TOP) AT LEASTTWO
<br />1 J i T j i I i wJtPANELS SHALL B£ CONNECTED TO BOTTOM TRACK USING SPECS
<br />----------t--------1--�--1--C�-�'-r-C-'�-'�-"�----I-�-I. j-'--'�--f---}'�- INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF
<br />JJ : �JJ_L1JJILLJJ_LZ-.JJIL LJI�C L-IJ11LJJ_LLJJ11;1JJ_L1JJ1 PANELS TO BOTTOM TRACK MAY OCCUR AT AN PANEL LOCATION
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<br />- 3' nip. SEE NOTE a _ -
<br />3' ua. -
<br />I' con SEE 1 SEE " YID t INSTALLATIONS ONLY VALID FOR WINO
<br />Ow/�
<br />NOTE 3
<br />ANCHORS NOTE 3 SPEED UP TO 170 m.p.h.
<br />--._ -_ --(SEE SECTION EZt A N?ERNATNEE E EZ1W ON SHUT 15) --_--- _-
<br />EZ1/18,
<br />EZiW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t)
<br />SCALE: 3/32"=1"
<br />1.8e]'(Wt O.Vt AP 1b.. GAP
<br />.1 1WIOLF VALILY) ;
<br />\
<br />MAX.cAP �.
<br />SECTIONA -A ..................
<br />SCALE: 3/32"= I " �a A. TILLT..
<br />�.`y�Q'; •' EN ''• 9 A•. FLORIDA BUILDING CODE (Non NI h Velocity Hu, Icons Zone
<br />•
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<br />re ENGINEERING
<br />ENGINEERING EXPRESSa
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number: 17111KI - R2
<br />EX Project Number: M31543
<br />Product Manufacturer: All American Shutters and Glass
<br />Manufacturer Address: 1540 Donna 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 Florida
<br />Department of Business and Professional Regulation (Florida Bukling Commission) Rule Chapter
<br />61G20-3.005. FAC., for statewide acceptance per Method 1(d). The product noted above has been
<br />tested and/or evaluate) as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition (2020) and is, for the purpose intended, at bast equivalent to that required by the Code.
<br />Re-evaluation of this product shall be required following pertinent Florida Building Corte modifications or
<br />revisions.
<br />Substantiating Data:
<br />a PRODUCT EVALUATION DOCUMENTS
<br />raw EX ding #20-31543 titled '24ga Galvanized Steel Storm Panels (HVHZ 6 Non-HVHZ)'. sheets 1-5.
<br />prepared by Engineering Express, signed & sealed by Frank Bannardo. P.E. Is an integral part of this
<br />Evaluation Report.
<br />e TEST REPORTS
<br />Uniform static structural i performance has been tested n accordance with TAS 20
<br />2 test standards per test
<br />report(s) SBT-ASG-17-001 byBlackwaterTestfnit,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) OBT-ASG-17-001 by Blockwater Testing. Inc.
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative and/or rational analysis to quality the following design criteria:
<br />1. Maximum Allowable Spans
<br />2, Minimum Allowable Sports
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM*ENGINEERING EXPRESS.COM
<br />ENGINEERINGExPRESS.COM
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<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Stonn Panels
<br />No 33% increase In allowable stress has been used in the design of His 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 listed test report(s). and Is
<br />accounted for in the engineering design of this product.
<br />Wind Load Resistance
<br />a
<br />This product has been designed to resist wind bads as indicated in the span schedules) on the
<br />respective Product Evaluation Document (i.e. engineering drawtrg).
<br />Installation
<br />This product shall be installed in strict compliance with its respective Product Evaluation Document (i.e.
<br />engineering drawing), along with as components noted theretn.
<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 [i.e
<br />engineering drawl as noted herein.
<br />n9 n9 n9)
<br />All supporting host structures shall be designed to resist all superimposed loads and shell be of a material
<br />listed in this product's respective anchor schedule. Host structure conditions which are not accounted tot
<br />in this product's respective anchor schedule shell be designed for on a site -specific basis by a registered
<br />professional engineer.
<br />m which are en installed shad be protected against corrosion comarrinalion and All components e Pon permanently Pn penmen
<br />other such damage at all times.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully,
<br />2 1
<br />!'RSnMfN �.
<br />Frank Bernardo, PE
<br />ENGINEERING EXPRESSO
<br />#PEO046549 1 Ceri Auth 9885
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM OE NGINFERINGE XPRESS.COM
<br />ENGINE ERI NGEXPR ESS.COM
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<br />SECTION E21
<br />SCALE 3/8-1-
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<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6
<br />_� 0.441 z
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<br />4d 2e 4 Fm ME,
<br />FLORIDA BUILDING
<br />24 GAGE
<br />CODE (Non High III Nu Icons, Zeno
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<br />GALVANIZED STEEL STORY PANED n.
<br />PRESSURE RATING ♦/- 40.0 p.s.f. AND 6'-0' MAX
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<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ
<br />WIDTH UNLIMITED
<br />(PERR TO PANEL SPAN)
<br />TOP MOUNT (CONNI TYP.
<br />TYPE AS REQ'D) SECTIONS
<br />WA OPTIONAL!"STITCH
<br />BOLTS WITH WASHERED
<br />WINGNUTS FASTENED 0
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<br />1 N.T.S. ELEVATION
<br />TOP MOUNT
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<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL y"-20 STITCH
<br />PROPPI DIED THAT CONNECTIONS AND BOLTS WITH WASHERED
<br />ANCHORS ARE USED WHICH SATISFY VJINGNUTS FASTENED @
<br />R( SPANS ABOVE a BELOI'J 065TKTION. OVERLAPS 0 MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T.S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANEL
<br />SERA-11011 IF-
<br />(HVM7, WIND ZONE 4 is ESSENTIAL FACILI TIES
<br />MAXIMUM
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<br />FAN bLNtUULt NU I t5:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD a PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSTTIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. 'PANEL FASTENERS' ARE STUDS USED IN
<br />CON3UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />("F"-TRACK, STUDDED ANGLE, ETC.). USE 6.25'
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL'H'- AND'U'-HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3. LINEAR INTERPOtAT10N BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLESEPA A ONFROM THE TO PROTE{T.
<br />2. SCHEDULE l5 REQUIRED FOR USE ETH POSITIVE LOAD ONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVMZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND D.NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS R to
<br />MAXIMUM ALLOWABLE XYN
<br />/ ` FroIJ
<br />DESIGN PRESSURES:
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES:
<br />SCHEDULES
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />SEPARATE ENGINEERING IN ACCORDANCE WITH THE
<br />GOVERNING CODE. FRE55U RE REQUIREMENTS AS
<br />DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER
<br />1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
<br />OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />PRESSURE CAPACITY VALUES LISTED HEREIN F00. ANY
<br />ASSEMBLY AS SHOWN.
<br />GENERAL NOTES:
<br />CONJUNCTION WITH THIS DOCUMENT.
<br />6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />PRESSURES DIVIDED BY A LS SAFETY FACTOR.
<br />), ALL FASTENERS TO BE X'SI OR GREATER SAE GRADE S VLILPSS NOTED
<br />O7HE0.1YISE. FASTENERS SHALLBE CADMIUM -PLATED OR OTHERWISE
<br />CORROSION.RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS
<br />FOR ALUMINUM STRUCTURES" SECTION 3.3 BY THE ALUMINUM ASSOCIA7I0N,
<br />INC.. & ANV APOCABLE FEDERAL,STAT AND/OR LOCAL CODES,
<br />B ALL STONI PANELS SMALL Be 24W STEEL ORD 024".
<br />a. STORM PANELS SHALL CONFORM TO ASTM A653 5TRUCTURALQUALIIY
<br />S EEL. G60GAI.VANI O COATING WITH A MINIMUM FYMe.l NET.
<br />10. ALL ALUMINUM EXTRUSIONS SHALL BE (063-T6 ALUMINUM ALLOY.
<br />UNLESS NOTED OTHERWISE.
<br />11 TOP & BOTOM OETAI LS SHOWN MAY BE INTERCHANGED AS FIELD
<br />CONDITIONS DICTATE. PANELS MAYBE MOUNTED VERTICALLY OR
<br />HORIZONTALLY AS APPLICABLE.
<br />12. CONCRETE ANCHORS NOTED HEREIN SHALLBE EMREDBEDTO
<br />NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />MANUFACTURER'S RECOMMENDATIONS
<br />13. THE CONTRACTORIS RESPONSIBLE TO INSULATE OR PROTECTALL
<br />14EI43ERS PROTH DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
<br />14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
<br />SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, Bt..I.
<br />IH[K'MMInES 6 SAVES HARMLESS THIS ENGINEER FOR ALL COSTS DAMAGES
<br />NCWDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL
<br />FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT
<br />WHICH LS CALL® FOR BY LOCAL, STATE, & FEDERAL CODES a FROM
<br />DEVIAnoxs OF THIS PUN
<br />IS. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDrrIONAL
<br />CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
<br />1e. ATERATIONS, ADDITIONS. OR OTMLR MARKINGS TO THIS DOCUMENT
<br />ARE NOT PERMITTED AND NVALIDATE THIS CERTIFICATION,
<br />17. PANELS SHALLBE PERMANENTLY LABELED WITH A MINIMUM OF(1)LABEL
<br />PER E
<br />VERY TO FEET. CONTAINING THE FOLLOWING INFORMATTON'
<br />ALL AME RICAN SH UTTERS AND GLASS
<br />WEST PALM BEACH, FL
<br />TAS 201, TA5 202 & TAS 203
<br />FLORIDA PRODUCT APPRWAL NUMBER
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<br />25'
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<br />24'
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<br />2r
<br />4r
<br />30-
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<br />25'
<br />25'
<br />31'
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<br />31'
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<br />0
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<br />22'
<br />27
<br />27
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<br />30'
<br />11'
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<br />22-
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<br />11•
<br />31'
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<br />24'
<br />21
<br />21
<br />30
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<br />29`
<br />4r
<br />211'
<br />4r
<br />30'
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<br />22'
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<br />2r
<br />2r
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<br />24"
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<br />30'
<br />53'
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<br />2r
<br />11•
<br />30'
<br />31'
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<br />30'
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<br />30'
<br />11'
<br />3r
<br />'C' Track
<br />2r
<br />2a,
<br />2r
<br />3r
<br />Sr
<br />55'
<br />31'
<br />Sr
<br />2r
<br />Sr
<br />337'
<br />5r
<br />t. SPANS SHOWN PORE ARF NINIPIU,1 SPARS BASPD DN N,Y Or MOUNTING
<br />to
<br />LEND— I I
<br />AT TOP OF BOTTOM. PANEL LENGTHS IEa5 THAIJ )HOSE NOTfD IN TABLE ABOvt ARE NOT
<br />[fxmin D IN TABLE
<br />V)
<br />AC<EPTABLE
<br />RE
<br />• NO SEPAMTIOH PROM GLA55 IS NEQUIRED wP1EH PANEL LENGTH is OREAn:R iwry ,HAT HOTFO FOR
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<br />RlSMCIIVE MOVN,ING fa+&w.nvM Aepvf
<br />). SIDE CLOSURES REW FOP Nl IN TABIf .eDVE. wHEPf 510E NOT
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<br />usEc w•TH w1LooUT MouNnND corromoHs. REQUIRED sEPunoM moth GLAss sH4L aE PER OrruL'E
<br />0
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<br />APPLIf5 M Bon, _2RA 1w OR wfiHWt STITCH III AND 2491 PANELS a BOTH WITH PANEL
<br />rASTENF45 O t 2 5' OR 6IS' O.0
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<br />5. PAHELs PUT YAN ]E M NMUM us1HG ONE 11) Or TH[ OPnoNAI ]pP W BO,TOM <LOSVRtS PEP
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<br />NTB �3�ass 19�
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENERS 6 1,2. 5" O.C.
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<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TD ALL PRODUCTS CERTIHIED HEREIN, BUT ONLY PRW IDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />I N SPAN SCHEDULE SHALL APPLY,
<br />2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL B ANCHOR TYPE. DESIGN LORD GREATER THAN A T T SELECT TER NOR EQUAL O NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATE0. THAN OR EQUAL TO SHUTTER SPANS EI1Cf
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONYEC71ON TYPE).
<br />3 'PANEL FASTENERS" ARE STUDS ED IN COWUN V R ETU USED CfIL F fTENER MOUNTING TABLE VALUES
<br />("P'-iP/1CK, STUDDED ANGLE, ETC.). USE 6.25" O.C. PANEL FASTENER $PACING TABLE VALUES FOR
<br />ALL'H"- AND ^U"-HEADERS (INCLUDING BUTLDOUT CONDTIONS).
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
<br />5, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK.
<br />6. MINIMUM EEMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEOULE.
<br />]. MWIMUM EMBEDMENT AND EDGE OISTR NCE EXC W DES STUCK, FOAM, BRICK, AND OTMFA WALL
<br />Fl NISHES. VlALL FINISHES SHALL BE LIMITED TD 1/4" MAX OR SHALL BE YERIF3ED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />6. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY,
<br />9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />VERIPT THAT FASTENERS ARE INTO ADE ATE WOOD FRAMING MEMBERS, NO W QU M T PLYWOOD, FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER
<br />$ APING AS EVER SMALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4" MIN.)WOOD '
<br />(D STUD ' EDGE DISTANCE IS ACCEPT WOOD
<br />FRAMING). WOOD STUD SHALL BE "SOUTHERN PIE" G-0.55 OR GREATER DENSIT . LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />L1. REMOVABLE ANCHORS ARE DEW R AL T PANELMATE ALL -POINTS SOLID -SET B BRASS BUSHING.
<br />L2. MACHINE SCREWS SHALL HAVE 1/2" MINIMUM ENGAGEMEMENT OF TMREA OS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U. N.O.
<br />13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES
<br />14, DESIGNATES ANCHOR COND TIONS WHICH ARE NOT ACCEPTABLE USES.
<br />15. * DIRECT MOUNTING CONDITIONS-
<br />1 6 LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES L15TED ON
<br />THIS SHEET.
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<br />SHEET NO.
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