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<br />ENGINEERING EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />September 15.2020
<br />Application Number 17WI?.1 - R2
<br />EX Project Number. 20.31I543
<br />Product Manufacturer All Arrhencan Shutters and Glass
<br />Manufacturer Address' 54 Donna Road
<br />1 0
<br />West Patm Beach. FL 33409
<br />Product Name 8 Description- 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation;
<br />This Product Evakration Report is being issued m accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Florida B1akUng Commission) Rule Chapter
<br />611320-3 005. F.A.0 . tor Statewide acceptance per Method 1(d) The product noted above has been
<br />tested and/or evaluated as summarized herein to show compliance with the Fonda Building Code
<br />leas) uivalent to that required the Cale
<br />Seventh Edition (2020) and is. Ili the purpose Intended, at Equivalent eq by
<br />Re-evaluation of this product shall be required following pertment Florida Building Code modifications or
<br />revisions,
<br />Substantiating Data:
<br />PR r�1 PRODUCT EVALUATION DOCUMENTS
<br />,
<br />EX drawing #20-31543 titted'24ga Galvanized Steel Storm Panels (HVHZ & Non-HiIiI sheets 1-5.
<br />prepared by Engineering Express, signed d sealed by Frank Sennardo. P.E. is an integral part of this
<br />Evaluation Report.
<br />. TEST REPORTS
<br />Underm static structural performance has been tested in accordance with TAS 202 test standards per test
<br />repon(s) #BT-ASG-17-001 by Btackwbler Testing, Inc.
<br />Large missile impact resistance and cyclic loading pert i-mane has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test report(s) #BT-ASG-17-001 by Blackwater 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 qualify the foiMwing design criteria
<br />1. Maximum Allowable Spans
<br />2 Mimmum Allowable Spans
<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 0 ENG I NEERINGEXPRESS.COM
<br />ENGINEERINGEXPRESS. COM
<br />NOW E=NC71, JEEFI 11`-�
<br />Pate 2 of' -
<br />All American Shuucrs and Glass -'_4Pa Galvanized Steel SILum Panels
<br />NO 33% increase in allowable stress has been used in the design of this product -
<br />Separation from glazing is not required for Installations outside of wind Zane 4 and essential facilities
<br />impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced in previously Bsted 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 bads as indicated in the span schedulets) on the
<br />respective Product Evaluation Document 0 a, engineering drawing).
<br />Installation
<br />This product shall be Installed in strict onnalo ance with its respective Product Evaluation Document I, 6
<br />engmeenng drawing). along with all components noted therain.
<br />Product components shalt 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 drawing) as noted herein.
<br />All supporting host structures shall be designed to resist ail superimposed loads and shag be of a material
<br />listed In this product's respective anchor schedule. Host structure conditions which are not accounted for
<br />In this product's respective anchor schedule shall be designed tat on a site -specific basis by a registered
<br />INolessional engineer-
<br />s are em installed shall be protected against corrosion, conteminalion. and
<br />All components which a rman
<br />van y R g Pe
<br />other such damage at all Imes.
<br />THIS product has been designed for use within and outside the High Velocity Hurricane Zone jHVHZ).
<br />Respectfully_
<br />-1 ' `11I
<br />C- 1
<br />* -"TaA
<br />Frank Bennardol. PIE
<br />ENGINEERING EXPRESSr'r
<br />nI'F0(Mf1549ICeri AWL 958�
<br />160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAMl91ENGINEERiNGEXPRESs.COM
<br />ENGINEERINGEVPRESS. COM
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<br />ITIVE LOADS LE55 THAN OR EQUAL TO
<br />ATIYE DESIGN LOADS.
<br />"PANEL FASTENERS' ARE STUDS USED IN
<br />UUNCTION WITH ALL MOUNTING EXTRUSION'
<br />-TRACK, STUDDED ANGLE, ETC.) USE 6.25"
<br />PANEL FASTENER SPACING TABLE VALUES F(
<br />'H AND "U' HEADERS (INCLUDING BUILD O
<br />IDIT N 10 S )
<br />TION NOTES:
<br />. WITH POSITIVE DESIGN t
<br />LTI7N FROM TNF OPINING
<br />FRANK BENNARD4 IE
<br />P PED?•165MPCA 888C
<br />`° '
<br />MAXIMUM ALLOWABLE N�`
<br />DESIGN PRESSURES 3 r" rk1A
<br />1-
<br />7n:i
<br />3 -
<br />4�
<br />pS NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULE$
<br />1.4
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />- < '`
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />SEPARATE ENG INKING IIUN ACCOQRUOANGE TY'E
<br />C m E 4
<br />LS
<br />NWTIcTH
<br />DDE ERMINED INDACCDRDAN(`E RNITNIkSCE 7 APB CHAPTER
<br />tut •2
<br />16M OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
<br />WBi LX, I
<br />CIEQUAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />?
<br />9 I
<br />PSSURE CAPACITY' VALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN,
<br />m
<br />1",
<br />GENERAL NOTES:
<br />7 I6 SPECIFICATION HAS Si A E T N THIS
<br />BEEN DESIGNED AND LLB FABRICATED 1
<br />"� i
<br />m g
<br />�.
<br />THE ID
<br />ACCORDANCE WITHTHERHju1REMENTS OFTIIE ftORtDABU1LD1I3G CODE
<br />NI
<br />NT SEVE H EDITION 202a FOR 15E tN510E MD OtJT51GE OF THE MUM2. PER
<br />ti OW
<br />a
<br />TA5201. 26Z AND 2031C'ST PAOTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
<br />'4
<br />CA
<br />APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY ARGInfre
<br />ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING.
<br />2. NO 13-1/3% INCREASE IN ALLOWABLE c,TRESS HAS BEEN USED IN THE
<br />DESIGN OF THIS SYSTEM,
<br />3. THE ARCHITECTIENGINEER OF RECORD FOR THE PROJECT
<br />SUPER57RUCTURE WITH WHICH THIS DeSTGN 15 USED SHALL Be RESPONSIBLE
<br />FOR THE INTEGRITY OF ALL SUPPORTING SURF T THIS DESIGNWHICHggglll
<br />II
<br />SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR,
<br />4. 51101ATe'SITNSPECIFIC' SEALED. ENCIN11RIM05 SHALL B[ REEppU,RED I"
<br />a
<br />ORDERTO ONIATl FROM LOADS DEPLECTIONS, ASPANSCOfITAWED
<br />HEREIN. CONTACT THI5 ENGiNEEIL FOR ALTERNATE BPAlI CALCULATIONS AS
<br />C
<br />W1
<br />:rl
<br />MAY BE R1'qutarD.
<br />Gi LL
<br />5 THE STST[M DETAILED HMMN IS GEMERM AND DOES NOT PROVIDE
<br />INFORMATION FOR A SPECIFIC STM FOR BITE CONDITIONS DIFFERENT FROM
<br />W W N
<br />N -
<br />p
<br />THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR REGISTERED
<br />AKPillKr SHALLPREPARE SSTE SPECIF]C -.9NT5 FOR USE IN
<br />CDNIDNCTIOI, i'fITH THIS PCCUMEN7
<br />6. DESIGN PRFS5UR ES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />$$
<br />g
<br />5
<br />PRE9SURE5 DIVIDED BY A 1.5 SAFETY FACTCA,
<br />7 AYLLI9pASTENER<TOME I OR GREATER SAE GRADES UNLESS NOTED
<br />_ N
<br />U,a
<br />I
<br />AX
<br />COPROSION-RESSWANT MATAERIAL AND SHALLOMPLYTED OWrTM 5E CIFICATIONS
<br />Z.III���
<br />Yyg
<br />FOR ALUMINUM STRUCTURES'SECTION 3.3 BY THE ALUMINUM ASSOCIATION,
<br />a
<br />INC,, a ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES
<br />"
<br />U
<br />9 A STORMPAMELSSMALLBE2 S tL. 0.D
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<br />LLA MIN M EAT U ON%
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<br />UNLESS NOTED OTHERWISE.
<br />Q
<br />AS FI[L0
<br />CO M N DICTATE, PANELS M Y BE MOUNTED VERTICALLY
<br />CONDITIONSDICTATE. PANELS MAYBE MOUNT®YER'RCALLY OR
<br />J
<br />HOft130NTALLY AS APPLICABLE.
<br />CONCRETEMNCRETE NOTED HEREINSL-COUC EMEANCH TO
<br />-J
<br />Q
<br />NO
<br />MAN -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE AN C!(OA6 PER
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<br />CONRTSRECKIS
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<br />$
<br />110
<br />0.
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<br />IL,, ENGINEER SEAL AFFIRED HERETO VALIDATES 9TRTOIL'LOESIGti AS
<br />EAL AFFIXED STRUCTURAL
<br />SHOWN ONLY, USE OF THIS SPECIFICATION IiY (p NTRACTOR et. 41.
<br />I
<br />6
<br />INDEMNITIES iSAYeS HARMLESS THIS CN NEER FOR AL CObt. DA 4A
<br />INCLUDING LEGAL FEES a APPELLATE FEESRESULTINGFROM MATERIAL rY5
<br />ICATION, SYSTEM ERECTION, Jl CONSTRUCTION PRACTICES BEYOND THAT
<br />LouSit
<br />LYHICH IS CALLED FOR BY LOCAL STATE A MORAL CODn E: FROM
<br />OmATIOHIS OF THIS PLAN.
<br />E6i
<br />6 i
<br />]S. EXCEPTAS EXPRESSLY PROVIDED HEREIN NO DD ONAL
<br />Tr7
<br />UPTIFICATIONS OR AFFIRMATIONS ARE t NTENDED.A
<br />Is. ATERATIDNS•ADOTTICH-ROTM0NMARK114 TOTHISDO£UMEIrT
<br />i
<br />C®
<br />.ARE NOF PERMITTED AHD MAUOATE THIS MITYrRICATION.
<br />77. PANELS SHALL BE PERMANENTLY UIBELEDWITH AMINLMUM OF(1)LABEL
<br />■■�WM�
<br />N
<br />g
<br />W
<br />PEP .VERY 3-0 FEET CONTAINING THE FOLLOW MGIN FORMATION:
<br />ALLAN EPICAN SHUTTERS. ARID GLASS
<br />N
<br />HE
<br />lit
<br />WEST PALM BEACH, M.
<br />TAS 261. TAS 202 a TAS 203
<br />0 3RUNAIDOS 20-31543
<br />FLORIDA P"Doccr APPROVAL NUMBER /
<br />VISIT ECALC.IO/31543 ■ $rO
<br />MRI FL: OC/LTCa
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<br />12 5
<br />15.0" 13. 3"
<br />12 5'
<br />16.0
<br />12:5
<br />]6 0' 9.2"
<br />12 S
<br />36.0' 11.4"
<br />12 5'
<br />160'
<br />9.1'
<br />32.5'
<br />16.0° 9.1'
<br />12 S'
<br />12S"
<br />ISO' 10: 5'
<br />16 O' 9.Y'
<br />12. s'
<br />12S'
<br />160'
<br />16,01,
<br />941"
<br />9.L'
<br />12.5'
<br />r25'
<br />t610' 9.1"
<br />360" fl1"
<br />. 38 1 M EMBED
<br />1 51 33
<br />All f!INIHM1Rs- 43
<br />lYPon eUSMlric 48
<br />q,NqNi 52
<br />72
<br />125"
<br />Sfi.O' E6'
<br />7:3
<br />12 S'
<br />15.5'
<br />6.0 51'
<br />12,5
<br />33.8" 5.3• lS"
<br />L2.5'
<br />16.e 70'
<br />3.9"
<br />125'
<br />12.5"
<br />48'
<br />6.25'
<br />12.4" 40 4,1"
<br />12.5"
<br />15.459'
<br />5.0"
<br />6.25'
<br />ILL,
<br />d.7 4.0"
<br />6.25"
<br />12.3" 4.7' IX"
<br />1C.3"
<br />14.2 S.5
<br />4.7"
<br />6 2 S
<br />12 3"
<br />+ ^
<br />4.7' b
<br />6.25'
<br />]2 3' ' A 0"
<br />4.T
<br />a35
<br />12.3 d T
<br />4.0
<br />1
<br />ANCHOR NOTES:
<br />I ANCHOR LE A PL PR F J SCHEDU P fE5 TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PR01IOE5
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS D F T LE AN REBSURES INDICATED
<br />Z SPAN ERANULESHALLAPPLY.
<br />2 ENTER ANCHOR SCHEDULE BASED DN PANEL FASTENER SPACING, THEE%ISTI'NG STRUCTURE
<br />MATERIA a ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN ORE ALTO N AT N L, EG IVE DESIG
<br />LOAD ON SNLITTER AND SELECT SPAN GREATER THAN O0. EQUAL TO SHUTfE0.5PAN.SELECI
<br />CONNE_MOM NPE BASED ON APPROPNATE MOUNTING CONDTIION (BEE M3UNTING DETAILS ON
<br />SHEET 2 FOR mEMIFtCATiON OF WNNECI ION TVPEr
<br />3. "PANEL FASTENERS" ARE STUDS USED IN COWUNCTTON WITH ALL MOUNTING EXTRUSIONS
<br />("F"-TRACK, STUDDED ANGLE, ETC) USE 5.25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL"H"- AND'U"-HEADERS (INCLUDING BUILDOUT CONORIONS)
<br />4 ANCHORS SHALL BE INSTALLED IN ADCORDANCE WITH MANUFA=TUReRS'RECDMMENDATrDNS
<br />5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C9D BLOCK,
<br />6. MINIMUM EMBEDMENT SHALL BE 4S NOTED 1N ANCHOR :.ii1EDULE.
<br />7 MINIMUM EMBEDMENT AND EDGE OISTA NCE EXCW OE9 SILK ro, FOAM, BRICK, AND OTHEii WALL
<br />FINISHES WALL FINISHES SHALL BE LIMfTEDTD L/4" MAX OR SHALL BE VERIFIED BY OTHERS 70
<br />ADEQUATELY TPAN5FER LOADS TO HOST ST RUCFURE.
<br />s CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY
<br />9� WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXIST] NG CONDITIONS MAY VARY, FIELD
<br />VERIFY THAT FASTENERS ARE IN70ADEWATE WOOD FRAMING MEMBERS, NOT PLY WOOD. FASTENING
<br />TD PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10� WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" Y 4" (MIN.) WOOD STUD (f" EDGE DISTANCE IB ACCEPTABLE FOR WOOD
<br />FRAMING). WOAD STUD SHALL BE "SOUTHERN PIN
<br />"G-0.550RGREATER DENSITY, LAGSCREW
<br />SHALL WAVE PHILLIPS PAN HEAD OR HEX HEAD,
<br />11. REMOVABLE ANCHORS ARE. DEWALT PANELM4TE, ALL -POINTS SOLID-51ET a BRASS BUSHING
<br />12. MACHINE SCREWS SHALL HAVE 1/1- MINIMUM ENGAGEMENT OF THREADS INTD THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, tR WAFER HEAD (SIDEWALK BOLT) U.N.0
<br />13MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES,
<br />III itai DESIGNATES ANCHOR 0DI DITION6 WHICH ARE NOT ACCEPTABLE USES.
<br />15. * DIRECT MOUNTING CONDITIONS
<br />-
<br />L5 LINEAR INTERPOLATION 15 NOT PERMITTED FEW. USE WITH THE ANCHOR SIJHEDULES LISTED ON
<br />THIS SHEET
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<br />SHEET NO.
<br />SH 1.5.
<br />BOTTOM
<br />OUNT
<br />ICCJNN TY
<br />AS REQ'D)
<br />-O
<br />TOP MOUNT
<br />CONN TYPE
<br />AS REQ'D)
<br />
|