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<br />TYPICAL ELEVATION FOR SERIES 200E E-Z HANG STORM PANEL (i SYSTEM (t)
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<br />SECTION A -A
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<br />FLORIDA BUILDING CODE (Non High Veit Hur+i.cn Zane).
<br />P 0. 44167 - re "' j 24 GAGE GALVANIZED STEEL STORM PANEL r.
<br />Q�'-� ¢,.-"� - ®„p� GLOBAL PROTECTION PRODUCTS, LLC.
<br />�,. STATE `�
<br />S' F! R• D/7ti� T. L i TITTHa i E,141MEI:Na,P aP _ , 5' • r�
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<br />ENGINEERING EXPRESS*
<br />PRODUCT EVALUATION REPORT
<br />September 15.2020
<br />- R2
<br />Application Number' 176601
<br />APP _
<br />EX Project Number 20-31543
<br />Product Manufacturer All American Shutters and Glass
<br />Manufacturer Address 1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name & Oescriptim 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resisfanl
<br />Scope of Evaluation:
<br />TNs Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation(Floridartda BrakdrigCa trssuonl Rule Chapter
<br />61G20-3 005. F.A.C., tot 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 />required
<br />Seventh Edition (2420) and is. for the purpose intended, at least equivalent to that a eq ed 11Y the Code
<br />Re-evaluation of INS product shall be required following pomnent Florida Budding Code nxxl fications nr
<br />revisions
<br />Substantiating Data:
<br />EVALUATION DOCUMENTS PRODUCT UA ENTS
<br />EX drawl #20-31543 tided "24 a Galvanized Sleet Storm Panels HVHZ & Non-HVHZ `, sheets 1-5.
<br />� g t )
<br />prepared by Engineering Express, signed & sealed by Frank Bennardo. P E. is an integral part of this
<br />Evaluation Report-
<br />. TEST REPORTS
<br />i 1 n n tested i accordance with TAS 202 t standard r test
<br />Uniform static structural performance has been est d n a cw test spa
<br />f>a
<br />repoh(s) #BT-ASG-17-001 by Blackwater Testing, Inc -
<br />Large mtissde impact tesistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAB 203 test standards per test report(s) #BT.ASG-17-001 by Blackwater Testing. Inc.
<br />STRUCTURALEffR41NEERINO CALCULATIONS
<br />Sbuctural engineering calculations have been prepared which evaluate the product based on
<br />comparative and/or rational analysis to qualify The following design coterie
<br />1 Maximum Allowable Spans
<br />2 Minimum Allowable Spatis
<br />3 Minimum Glass Separation
<br />4 Anchor Spilang
<br />360 SW 12"' Av ENUF SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 1866) 396 9999
<br />TEA M'N E NGINFERINGEXPRESS.COM
<br />ENGENEEAINGE.tiPRFi5 COM
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<br />Ail Aniencan Shutter and GIaS. - Nita Galvanized titre} Storm Panels
<br />No 33% increase in allowable stress has been used in the design of this product.
<br />Separation from gianng is not tequired for installations outside of wind zone 4 and essential fackWies
<br />Impact Resistance:
<br />rr
<br />Large Impact Resistance has been demonstrated as evidenced in previously Wed test reportts), and Is
<br />accounted tot In the engmeeting design of this product.
<br />Wind toad Resistance
<br />This product has been designed to resist Wind loads as Indicated in the span schedute(s) on the
<br />respective Product Evaluation Document (i e. engineering drawing)
<br />installation
<br />This product shall be installed in strict compliance with its respective Product Evaluation Document (i a
<br />engineering drawing). along with all components noted therein.
<br />Product components shad be of the material specified in that product's respective Product Evaluation
<br />Document (te engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document (ie
<br />engineering drawing) as noted herein
<br />Ali supporting host structures shall be designed to resist all superimposed loads and shall be of a maternal
<br />tasted in th s 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 sae-sperafic basis by a registered
<br />professional engineer.
<br />All components which are Perm nen init alled shall be protected against corroon. contamination and
<br />other such damage at all Ti
<br />mes
<br />TIRS product has been designed for use within and oulsrle the High VelocityHurricane Zone (HVHZ }
<br />Respccff iul it .
<br />Frank Hennardo. PE
<br />ENGINEERING EXPRESS'
<br />»Ph(n)4fr41) 1 Coil Auth 4tR<
<br />160 SW 12'- AvENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354 0660 1 (866) 3969999
<br />TE-kiDENG TERM EXPREss.4JM
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<br />IF INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL i_J
<br />TURES
<br />INTO PQURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
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<br />ArKHOR Q 12 DC CONCRETE OR DR ) lA1I
<br />CONCRETE BLOCK 1 REQUIRED
<br />afodTRED
<br />jWAIL MQU Tf! INi;
<br />SECTION EZi AL1"ERp41AIIVE UJW
<br />SCALE 3/8=`" SCALE 3/8=1"
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<br />FLORIDA BUILDING COOL (Nan Nh i Velocity Nu+rianne Zona)
<br />'k MIN. PANEL LENGTH 0, 441 -= =ca0 "Itm `"a 24 GAGE GALVANIZED STEEL STORM PANEL +'r
<br />SMAI.i BE 2'-6,
<br />1. INSTALLATION ARE ONLY VALID FOR MAY. A 0 DESIGN
<br />::•
<br />PRESSURE RATING i/- 40.E f AND 6'-0" MAX pfi ? ,q $Tt+TE U� .�- - 1. aT!»lseRu
<br />PANEL LENGTH y 1 L�c ` GLOBAL PROTECTION PRODUCTS, LLC. vre
<br />''., ✓� F)..1 i1,IG� Ea�eNF
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOL) � .'.r.W LT TY "VI" a cNIDIADU a4 COUPANY n1liiw-r.
<br />MEMBERS TO BE SOUTHERN PINE ND 2, W/ SPECIFIC ''..��N' ,.,.,, t .>, Rea.. n,.IERt, Kn+ 20-175
<br />' ,NSNNUNe
<br />DENSITY OF D.55 OR EQUAL. _
<br />",isslar.+I •^i'+"'aeY'P
<br />J4c/,.re
<br />I rl ter,.
<br />ALL AMERICAN SHUTTERS AND CLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />tPERP, TO PANELSPAN)
<br />TOP MOUNT (CONN TYR.
<br />TYPE 4S RE D)
<br />Q SECTIONS
<br />OPTIONAL r"WA STITCH
<br />WA BOLTS WITH SH ERED
<br />wINGNUrS FASTENED P
<br />OVERLAPS 0 MIDSPAN (USE
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<br />mN R 1, FLAN VIEl'1
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<br />/ MONN TYPE PS N
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<br />\\R0.391"
<br />MAY BE AT 7Ohv~ 0.3S
<br />B BOTTOM
<br />i TYPICAL VERTICAL MOUNT ELEVATION
<br />1 N T S. ELEVATION
<br />TOP MOUE
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<br />BOTTOM MOUNT (WNN LmgX
<br />TYPE AS REDO) (SPAN BELOW
<br />r3BSTRUCTtON)
<br />PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL Xi'-2O STITCH
<br />PR'DVI DEO THAT CONNECT,,, AND BOLTS IV1TH 1YASHERED
<br />ANCHORS ARE USED WHICHSATISFY/1NGNJTS FASTENED
<br />SPANS ABOVE& BEL04VOBSTRIJCTIONOVERLAPS 0 MIDSPAN (USE
<br />APPROPRIATE 5PAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N1.S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS D
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<br />DETERMINE MAXIMUM 4LLOWA$F STORM PANE+
<br />P C T SPAN H DUDE }_ R EP aBLE FOR USE WITH
<br />N. SC € LC 5
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />h TIv N LOADS EGA F DESIGN C JS.
<br />FASTENERSA f "PANELWITH
<br />RE STUDS USED 1 N
<br />1 TN A M NT (- CON UNCTION l I L>_ OU N EY LS25
<br />' aa[K_ 5Tt1DI ED ANGLE EEC 3 USE c 25'
<br />O. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALI I, � AND "U' HEADER$ (INCLUDING BUILD OUT
<br />CONDITIONS)
<br />3 LINEAR iNPPJIC BETWEEN LOA
<br />DS
<br />ACCEPTABLE. OTHERWISE USE NEXT NIGHER LOAD
<br />GLASS SEPARATION NOTES:
<br />-ENTEP SPAN SCHEDULE
<br />CN ROVE DESIrN LOADTO DETEP I N E
<br />MINIMUM ALLOWABLE SEPARATION FROM THE CPEDGNG TO PROTECTED
<br />2 SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS E5 ACCEPTABLE. OTHERWISE USE NeXT HIc,,ER
<br />LOAD
<br />F RJNC,TA T N5 DE OF N iiVH. AND DUTSTD¢ F J7 A L
<br />FAGILTr1'5 IN ASTM WIND ZONES 1
<br />7NROUGH 3?TH i1A55 SEPARATION
<br />SCHEDULE I5 NOT REQUIRED ANC NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING 15 PFQUiRED..
<br />0
<br />MAXIMUM ALLOWABLE F
<br />DESIGN PRESSURES:
<br />4e•r':t IE.:.•I
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: I SCHEDULES
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />SEPARATE ENGI NG IN ACCORDANCE WITH I)*
<br />NEERI W
<br />GOVERNING GODS PRESSURE WIp H AEME 7 A AS
<br />D
<br />DETERMINED IN ACCORDANCEWICO E SHALL
<br />7 AND CHAPTER
<br />160E U THE FLORIDA BUILDING CODE SHALL I LESS THAN
<br />'O0. EQQUAL CA THE POSITIVE LISTED
<br />HEREIN
<br />DESIGN
<br />ASSEMBLE CAPACITY VALUES LISTED HEREIN FOR AN'
<br />ASSEMBLY AS 5F104YN.
<br />GENERAL NOTES:
<br />6, DESIGN PRE55URES NOTED HEREIN ARE 8A 0ON MAXIMUM TESTED
<br />FOR ALUMINUM STRUCTURES" SECTION 1.3 6Y THE ALUMIN UM ASSOCIATION,
<br />INC,. & ANY APPUCABL€ FEDERAL, STATE, ANDJDR LOCAL CODES,
<br />ALL STORM PANELS SHALL SE 24G- STEEL. 10,024"
<br />a 0.
<br />W STORM GALVANSSrIC COATING
<br />ASTH DALITY
<br />ST`O
<br />0, ALL ALUMINUM
<br />U O215 AI.ANI MINIMUM 1 .I.
<br />t D A W NI & NS
<br />10. ALLOTEDoUNEXTRUSIONa eNALLBE 4a61T4 ALUMINUM ALLOY,
<br />UNLESS NOTED OTHERW]SE.
<br />11. TOP &BOTTOM DETAILS SMOWN MAY aE INTERC AS FIELD
<br />CONOIT10N5 DICTATE PANELS MAYBE MOUtITFD YERITCALLTICALLY OR
<br />HORIZONTALLY AS APPLICABLE.
<br />NO CONCRETEMNCRETE NOTED HEREINSHALL CETE ANCHORS
<br />OTWO
<br />MAN -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />13, THEC NTT RECOMMENDATIONS,
<br />33, THE CONTRACTORL RESPONSIBLE O PREVENT ELECTROLYSIS
<br />RROTECT ALL
<br />YSIS
<br />MEMBERS FROM DESSmIW0. MATERIALS A PREVENTELECTROLYSES
<br />ia, ENGINEER SEAL AFFIXED HERETO 4ALtDA7E5 STRtxTU RAL DES[CdN RS
<br />13, EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
<br />CERTIFICATIONS OF
<br />AFFIRMATIONS ARE INTENDED.
<br />IC ALTERATIONS. ADDITIONS. OR Cmit MARKINGS TO THIS DOCUMENT
<br />ARC NOT PERMITTED AND INVALIDATE THIS CERTIFICATION
<br />p7. PANELS SHALL BE PERMANENTLY LABELED WITH A MINLMUM OF(1) LABEL
<br />ER EVERY 3.D FEET. CONiTAININGTHE FOLLOWING INFORMATION,
<br />JRIOA PRODUCT: APPROVAL NUMBER:
<br />VISIT ECALCI0131543 $rO
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<br />TOP MOUNT
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<br />TRIP IDDNT CLOSURE DETAIL ,I , rR.T..0
<br />U 1Ts $teG GYt ed-
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS. PANEL FASTENERS 0 12 5 O.C.
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<br />ANCHOR NOTES:
<br />I ANCHOR CH APPLIES T PRODUCTS F T Y SCHEDULE TES TO OD CTS CERTt LED HEREIN BUT ONO PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOfSPACING, MAxIMUM ALLOWABLE SPANS PR
<br />ESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY.
<br />2 ENTER ANCHOR SCHEDULE BASE ON PANEL FASTENER SPACING THE 'TSTRUCTURE CH D E EXIS IRK, VEDESIGN
<br />MATERIAL &ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR A TO NEGATIVE
<br />E 5 AT L EQUAL L> .$ 7VT DE57GN
<br />Q
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO (SEE MOUNTING
<br />ELECT
<br />CONNECTION! TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR E FICA ION OF NN ION TYPE -
<br />O fO TEE [C T W ECl )
<br />3. "RAVEL FASTENER$" ARE STUDS USED GY1W UNCTION WITH ALL M+011NTi O E L NG LE VALUES
<br />I N5
<br />ALL
<br />`AN 5'UOOEDANGLE.ETC) USE ILOCO,C PANEL FASTENERSPACLNG TABLE VALUES FOR
<br />ALL "N" -AND "U°-HEADERS (INCLUDING BUILDOUT CONDITIONS)
<br />4 ANCHORS SHALL BE INSTALLED IN AOCORDANCE WITH MANUFACTURERS' RECOMMENDATIOW--
<br />5, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO RSTM CW BLOCK.
<br />6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7 MINIMUM ISM DM
<br />AND EDGE QISTA NCE EXCLUDES STUCib, FOAM, BR1Ck, AND OTHER WALL
<br />FINISHES WALL FINISHES F N T E SHALL BE LIMITED LJ4" MAY OR SHALL BE VEP.IFIED BYO HERS i0
<br />ADEQUATELY TR AMSFEk LOADS TO HOST STRUCTURE
<br />8, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN CRACKED CONCRETE ONLY
<br />9. WHERE EXISTING STRUCTURE IS V40D FRAMNG, E%ISTfNG CONDITIONS MAY VARY. FIEND
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, PLYWOOD FASTENING
<br />Qu M ER NOT M OOD FIE ENiNG
<br />T C O PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIEC E
<br />10, WHERE ANCHORS FASTEN T9 NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD ('/a" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SHALL BE "SOUTHERN PINE" G-0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PM PA HEAD H LLIPS N D QA IX HEAD.
<br />11. REMOVABLE ANCHOR', ARE DEWALT PANELMATE ALL -POINTS SOLID -SET BRASS BUSHING
<br />B USE
<br />l2. MACHINE SCREV SHALL MADE M H. +S LL A E ]f2" MINIMUM ENGAGEMENT OF READS 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 />11 f® DESIGNATES ANCHOR DO TILLING WHICH ARE NOT ACCEPTABLE USE;.
<br />L5. ;(t DIRECT MOD NTING GCXJOITIONS-
<br />16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET
<br />1 20-31543 1
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<br />SHEET NO.
<br />SH 1.5.
<br />
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