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<br />HE`* ALUMINUM
<br />P RIVET
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<br />EL
<br />OF 'L�
<br />4
<br />MOOT.
<br />PANEL LENGTH
<br />a ./- 40-0 I-C
<br />(END PANEL)
<br />SEE NOTES 2.
<br />FIT-11-7 11TIfl
<br />3, 4
<br />(WTERTGR PANEL)
<br />it
<br />R PAN
<br />(INTERIOR PANEL)
<br />T1__11_THTJ_1_;4,M
<br />(ENO PANEL} j
<br />SEE NOTES 2, 3_._ _ET_ _
<br />TOO PANELS I -20PI.
<br />SS, SOLIS W 0
<br />(SEE SECTIONS AS APIA
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<br />ANCHORS
<br />SECTION EZI 8R ALTERNATIVE Elio ON SIREET lar-
<br />_WEZ1yy1lS
<br />Iffir.A - ELEVA110 EQR aERIE5 2QQQ E-Z HANG STORM PANEL CI) SYSTEM
<br />UP
<br />ENGINEERING
<br />ENGINEERING EXPRESS
<br />PRcoucT EVALUATIE31N RIEPORT
<br />$Wernher 16, 2020
<br />Application Number 17MA - R2
<br />EX Project Number, 2031543
<br />Product Manufacturer Ail American Shutters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach, FL 33409
<br />Product Name & Description: 249a Galvanized Steel Storm Panels
<br />Large Misaffe, Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in acocirdance with the requirements of the Florida
<br />Department of Business arld Professional Regulation (Florida Building Commission) Rule Chapter
<br />(FIG20-3,005, F.AUC., for 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 Florida Building Code
<br />Seventh Edition (2020) and is, for the purpose intended, at least Equivalent to that recruited by the Code.
<br />Re-evaluation of this product shall be required following Pertinent Florida Suitifing Code modifications Or
<br />revisions,
<br />Substantiating Data;
<br />. PRODUCT EVALUATION DOCUMENTS
<br />EX drawing 020L31543 tied "2. Galvanized Stoat Storm Panels (WHZ & Non-HVHZ)', sheets/-6
<br />prepared by Engineering Express, Signed & sealed by Frank Bannardo. P,E. Is an Integral part of this
<br />Evaluation Report,
<br />. TEST REPORTS
<br />Uniform static Structural performance has been tested In accordance with TAS, 202 test standards pat test
<br />Toport(s) *BT-ASG-1 7-001 by Slackwater Testing, Inc,
<br />Large missile Impact resistance, and cyclic loading perforitante ties been tested in accordance with TAB
<br />201 and TAS 203 W standards par test report(a) 418T-ASG-17-001 by Slackwater Testing, me.
<br />- STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculation have been prepared which evaluate the product based an
<br />Comparative, andlor national analysis to quality the following design criteria:
<br />1. Maximum Allowable Spans
<br />2. Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12Tm AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />T9AN*ENGtNEERINGExPRf55.cc,m
<br />ENGINEERING IEXPRESS.0 ON
<br />LAST PANEL(3) TO BE INSTALLED At EACH OPENING SHALL ALWAYS IrE
<br />PROVIDED W REAR DLE M FACILITATE INSTALLATION IF INTENDED
<br />ST" Far
<br />- M INSIDE OF STRUCTURE.
<br />10 BE IN I
<br />E-Z HANG STORM PANEL SYSTEM
<br />WINNIKN�101 Rffilt. TRACK$ TOP & BOTTOM.
<br />(2), END PANELS $HALL AL11r8E CONNECTED TO BOTTOM RACK
<br />OTHERWISE A STOP ,"ALL BE PROVIDED AT TOP OF SUCH
<br />PANELS,
<br />1(3). IF E140 PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST OF 1/4-0-204/4' M,S.W/ 7/3*ox5/32" WING
<br />NUT, OR 1/4 X31,V Min. THUMBSCREW INTO TAPPED BOTTOM
<br />LOCATION or, OF. FASTENERS MAY BE AT OTHER OF TWO
<br />EXTEROR FLAT rl.MiOES OF END PANEL.
<br />1(4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i,e. A STOP SR IS ONLY USED AT MR) AT LEAST TWO
<br />PAN" SHALL BE CONNECTED TO BOTTOM IRA' X USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE CONNECTION OF
<br />PANELS TO BOTTOM TRAr X OCCUR AT ANY PANEL LOCATION.
<br />Et INSTALLATIONS ONLY VAUD FOR WIND
<br />SPEED UP To 170 mOh,
<br />M.- 111 1
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24gs Galvanized SW Storm 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 ZOnO 4 and essential facilities.
<br />impact Resistance:
<br />Large Impact Resistance has been damonstrated as evidenced In previously Wed test repoit(a), 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 schadule(s) on the
<br />respective Product Evaluation Document (Le, engineering drawing).
<br />Installation
<br />This product shag be Installed in strict compliance with Its respective Product Evaluation Document (i.e.
<br />engineering drawing), along with all components noted therein.
<br />Product components shall be of the material specified in that product's respective Product Evaluation
<br />Document i(Le. engineering drawing).
<br />Limitations & Cond/tIons of Use:
<br />Use of this product shag be in strict accordance with the respective Product Evaluation Document If.e.
<br />engineering drawing) or noted herein.
<br />All supporting host structures shall be designed to mist all superimposed loads and shall be of a material
<br />Wed 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 for on a: site -specific basis by a registered
<br />professional engineer.
<br />Ni components which are permanently Installed shall be protected against corrosion, contamination, and
<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 />_7
<br />Frank Bernardo, PE
<br />ENGINEERING &PRE&q*
<br />NPE0046549 I Cert. Auth. 9885
<br />160 SW 12tH AVENUE SUITE 106, DEERP14LD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM OENGINEIE RING EXPRESS.COM
<br />ENGiNtFRiNrExPakss.com
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<br />INT-0 PORED CONCRETE, CONCREIE JaLQC9 ANQ WQQD STRUCTURES
<br />ExIBiTNG POURED
<br />M I,-411.TAPCOT,1.
<br />COMPETE OLOCK
<br />IX-0
<br />t/*-# TAPCON 14.1 HEX HEAD TEX WOOD #14.1* Hu WAD TENT
<br />I J r_`6 --fICITION
<br />So" 0 FROM Is FROM
<br />ANCHOR 12* OZ.- EDGE OF EDGE or
<br />7F 77 1/2'
<br />164
<br />a Sk fie 15W if -fie Go Pee t
<br />I TELATION ---- SEPARA
<br />GLASIL ExISTING I
<br />� Z
<br />I ALUM POP GLASS 0 To GLASS, ummm POP
<br />RIVETsur RVET
<br />t
<br />0 R__
<br />MAX. MAX
<br />--I PANEL LENGTH
<br />PANEL LENGTH
<br />IAM
<br />THUMBSCREW 50%
<br />TO OF V
<br />36X 0 GLASS,
<br />II
<br />.0,
<br />WIN.
<br />L TAPOON ANCHOR
<br />1/4-0 TAPCON 2.4' WOOD _4
<br />ANCHOR 0 12' _wWouns"D ± 11; S I,, L LATE
<br />CONCRETE BLOCK RCOUIRED
<br />ROQUIRM
<br />WALL MQLMNG WALL III
<br />ALTBUAIM EZIN
<br />SCALE 3/8=1° SCALE 3/8-1•
<br />E
<br />%
<br />FLORIDABUILDING CODE (Non Hh Velocity No Tfeono Zonolk MIN. PANEL LENGTH s )j
<br />o.441 24 GAGE GALVANIZED STIEEL STORM PANEL JI
<br />ORION SI
<br />1, INSTALLATION ARE ONLY VALID FOR MAX. ALSD, DES"
<br />PRESSURE RATING +/- 40.0 p,s.L AND 6-'-0' TATM
<br />MAX STATE ME C -0. GLOBAL PROTECTION PRONCTS, LLB.
<br />/T L
<br />PANEL. LENGTH. 0 to S"Al
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD asI.J- IT. ,gr
<br />MEMBERS TO BE SOUTHERN FINE No 2, W1 SPECIFIC Al- PMW- Ns -Teas. W Ou.)MAM, 20-175
<br />DENSITY OF 0:55 OR EQUAL, Hry N SM W!� * i i "" DRINK IN,.
<br />PC ONOO S of le
<br />�ALL AMERICAN SHUTTERS AND GLASS
<br />24 a GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />-OBSTRUCTION
<br />I (LOCATION MAY VARY)
<br />PANELS MAY ar NOTCHED AS REQUIRED, � OPTIONALy'-20 STrTCI
<br />� PROVIDED THAT CONNECTIONS AND BOLTS WITHWASHERR
<br />ANCHORS ARE USED WHICH 5AT16 WINCNUTS 11Ii FASTENED
<br />SF 57,1 ICTQ OVERLAPS a MIDSPAN
<br />APPROPRIATE
<br />SPAN TINE
<br />VERTICAL MOUNT ELEVATION,
<br />2NOTCHED PANELS)
<br />\_1_1j N.TS, ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANEL 5SPARANON II1fA 1�11
<br />9WHE WIND ZONE 4 & ESSENTIAL I
<br />�FL
<br />XMU
<br />DESIGN WABLE
<br />INSTALLATIONS LES INSTALIATMUREATER
<br />PRESSURE ISPANIUn.)
<br />THAN 3VAOCIVEGIUME THAN 3V ABOVE GRADE
<br />,1-30 130.0 1.
<br />-05
<br />8,06 on 21�64n
<br />« SO`0
<br />3I
<br />_ikwin
<br />-2.16I4 bxn
<br />- -6,6871n -
<br />MI.
<br />*E
<br />2541.i.
<br />2910
<br />Bar I. 2. 2tn
<br />--
<br />12 �I.� 2SR'n-I
<br />2.991n
<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 />ALL "N' , AND 'tr-HEADERS (INCLUDING BUILD OUT
<br />CONOTIMNSI.
<br />B.
<br />ACC
<br />I GLASS SEPARATION NOTES:
<br />, ,
<br />INIMUM, ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED N, SPANSCHEDULE WETH POSITIVE DESIGN LOAD TO DIETSIUMIN - 9
<br />2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY,
<br />INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD,
<br />MZ. "INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROWN 3. THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING ISREQUIRED.
<br />MAXIMUM ALLOWABLE , " I I
<br />DESIGN PRESSURES;
<br />416:IT1
<br />F�_AsNoTED,N DESIGNI
<br />DESIGN NOTES:
<br />I SCHEDULES
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THISSYSTEM SHALL DE DETERMINED PER
<br />51 ATE NACCORDANCE WITH THE
<br />4
<br />DOVE E,j ING COD &U " %1�11REMINTS AS
<br />DETER INED IN ACCORDACE ASCE TER
<br />I w H 7AND CHAPtt
<br />1 6i,
<br />1619 01 111POFLORIPIA DAB .LOIN SHALL BE LESS THAN IE OST 1. R TIVE DE IGN
<br />ORE UAL
<br />—CAPACITY
<br />w
<br />VALUES LISTED, HEREIN FOR ANY
<br />ASSEMBLY AS SHOVM
<br />SMALL
<br />BEZE
<br />In
<br />IiI.AlIVIL V C.
<br />-TOE
<br />OF THE NVHZRoler
<br />OR SMALL INVESTIGATE
<br />)M ENTS V VHICH MAY
<br />H MAY REQUIRE
<br />HAS BEER USED IN THE Nr
<br />MA,XIMUM7ESTED
<br />ASTM A653 STRUCTURAL QUA In
<br />k MINIMUM Fy
<br />J4ol KSI.
<br />5E6063,T6A MINUMAILOY.
<br />OUb AS FIELD
<br />NTED VERITCAILLY OR
<br />SHALL BE EMBEDDED TO
<br />ALLCONCRETE ANCHORS PER
<br />TO INSULATE OR PROTECTALL
<br />0 P OLY kLID'A'TVE'S"TST'RLL'<'T'URRALSD'E'SIrN AS
<br />ADDITIONAL
<br />GS TOTMIS DOCUMENT
<br />CATION,
<br />Ht,jljjMMGF (1) LABEL
<br />VISIT ECALC.10131643
<br />zmrUALLOWABLE SPAN SCHEDULE
<br />Kim
<br />u"RE"Alma
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<br />2. NO SPARATICH, PRO QL�s M REQUIP" "M PANEL Lmar" is MEATS reAA1 THAT ACTED FCR
<br />..5wmll Mov,1114 P-MMAIIN AVOMI
<br />3, SIM 0,09JAE15 InIQUIRSO PIlk ALL �T M� W TABLE A&DVE. WHERE SIDE -et'irn,
<br />"A" 171=1=1 ILI
<br />FAS'e-Et P 51_6.25R-
<br />OMMNA 190 MIMLW), iS �Y MWMklr WXDMT'fq% SNOWAI M THESE OPAVPINMS,
<br />OPTIONAL INTERIOR FASTENING DETAIL
<br />M M&L EGRESS PANEL DETAIL
<br />IASTENI.,
<br />li.TER
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<br />M 0 313 0;
<br />`Q, YE� S, 1 1.00 R 19%
<br />0.179 ELI 8,6
<br />c 'Co4
<br />12.500" PANEL COVERAGE
<br />-
<br />_14.1S75"PANELLENGT 5DLI
<br />rf,
<br />7TT FaTiT Y
<br />F C)OSS., D)290 D
<br />01305, 0
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<br />MuCTION A
<br />-E ;:izIn,
<br />rt RVII (EXTENDED) P1 , -F- ANGLE -
<br />-OVERLAP L/ 11 �Tl
<br />25" MAX.
<br />MAX, - OWE.cU0.5TA!L
<br />MAX. 4- CIE
<br />Tr
<br />BUILD OUTJ Uj
<br />EMBED
<br />!R FAFZ;EE•
<br />OVERLAP 3,82D.
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<br />EMBED'
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<br />20-31543
<br />a -
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANE1.5; PANELFASTENERS Ol 1Z.5" O,C,
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<br />48
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<br />9,61` 5.51
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<br />16.0" 9.6" 5.6"
<br />115.0. S.51 541.
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<br />ISO" 10,5"
<br />160,, 9,,
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<br />15.01,
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<br />"I'," VV, EMBED 33
<br />nrtA,,.,' 41
<br />48
<br />52
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<br />12.5,
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<br />13;0' 5A' 4LS^
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<br />I2A' 41
<br />12.5
<br />15.4" 5.9"
<br />6�251'
<br />7
<br />U2.5"
<br />14. V SS'
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<br />4.7" 4 0'
<br />6.25'
<br />3
<br />r&25'
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<br />12-3
<br />4.7" 4.0-
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<br />tl
<br />ANCHOR NOTES:
<br />k
<br />I ANC14OR SCHEDULE APPLIES 70 ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />0
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN $PAN SCHEDULE SHALLAPPLY.
<br />2. ENTER ANCHOR SCHEDULE SA-9EDON PANEL FA57ENE0.SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, B ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELECT
<br />LLJ
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SH
<br />'PANEL FAS7ENEAS' ARE STUDS USED IN COW UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />F"_T RACK, STUDDED ANGLE, ETC US PANEL PA57EN5RSPAICING TABLE VALUES FOR
<br />ALL Ti" AND "U"-HEADERS (INCLUDING BUILDOUT CONDITIONS)
<br />NZ
<br />4. ANCHORS SHALL 6E INSTALLED IN flZCDRpANCE WITH MANUFALTURERS RECOMMENDATIONS.
<br />_
<br />5. HOLLOW 131LIDTIK HOST STRUCTURE SHALLCONFORM TOA&TM CEO BLOCK.
<br />DMENT SHALLSC AS NOTIEDIN ANCHORSCHEOULE.
<br />6. MINIMUM EMBEDMENT
<br />Y��y
<br />ADEQUATELY TRANSFER LOADS TO H05T STRUCTURE.
<br />B CONCRETE ANCHORSNOTED HEREIN.SNALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />NF
<br />!
<br />9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD'FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES:9qq
<br />ID. WHERE ANCHORS FASTEN TONARROW FACE Of STUD FRAMING, FASTENEkSHALL BE LOCATED IN
<br />11-
<br />CENTER OF NOMINAL 2' X 4- (MIN.) WOOD STUD EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING1. WOOD STUD SHALL BE "SOUTHERN PINE" G=0,55 OR GREATER DENSITY, LAG SCREW
<br />E 2
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX READ,
<br />9
<br />111111
<br />U. REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL FEINTS SOLID-5ET 6 BRASS BUSHING,
<br />12, MACHINE SCREWS SMALL HAVE 1/2" MINIMUM ENGAGEMENT OFTHREADS INTO THE BASE
<br />001ITNINIT"ANUENIUMPE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
<br />11, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />20-31543
<br />14. = DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES,
<br />ifi LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
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