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EZ1/18'
<br />EP1 W/1 B ANCHORS
<br />SECTION EZI & ALYMAAT'ME EZiW ON SHEET
<br />i• Mtn.1 Min.-
<br />-h0(SEE NOTE 2)-0IiN/0 i 'l'J(SEE
<br />NarE z)
<br />�15 pYd f/2
<br />- !aw RI .LLL3S31HVu
<br />M1�4 ROSY PANEtf� TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />i/2" C O a C D O ( f ;' o O a - -�---7 PROVIDED W/% REAf? HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO BE INSTALLED FROM INSIDE STRUCTURE,
<br />.�
<br />4 + OF
<br />�>
<br />I� ` 1 I AT 2 PER
<br />NQJU
<br />J11-
<br />mi
<br />. "T-T'"'fi' -rr.__.x--r--r-T_-r`rT_-s-r..-. --.. .�--,.._r...-.rr.-r_ ._ ., _.•.. Oy t. 2fl00: E-Z HANG STORM PANEL SYSTEM
<br />jj '�'''!� 7 7 M T .f...�._T
<br />r! (ENO PANEL) I (INTERIOR PANEL) tINTERIOR PANEL) f f (II1fiENtDR PANEL) i. (END PANEL) j CONSISTING OF PANEL t Cont. TRACKS FOP &BOTTOM.
<br />SEE NOTES 2, 3, d p ! t 'SEE NOTES 2, ,xr
<br />END PANELS SHALL ALWP,� BE CONNECTED TO BOTTOM TRUCK
<br />I OTHERWISE A STOP BARt SHALL 6E PROVIDED, AT TOP OF SUCH
<br />} PANEL LENG`f1'f PANELS.
<br />t4l)"
<br />(S). IF ti:NO PANES ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />`rf6"PxJ,j.3i`
<br />_� P SHALL, CONSIST OF 1/4"e1 M.S. W/ WING
<br />PANELS W/ 9/4e-TDx1"? NUT OR i/4"eA3f4° Min. THUMBSCREW INTO TAPPED BOTTOM
<br />„(SILTED
<br />I i f11 i I I sS. BaLTS wig m FA cn'ERRAp TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />(SEE SECTIONS AS APPLICABLE) I EXTERIOR FIAT FLANGES OF END PANILL.
<br />-" sox
<br />�
<br />'
<br />Dr "L' : {4). IN CASE THAT END TONERS ARE NOT CONNECTED TO BOTTOM
<br />__ <:S T_i .�_F I_.1_1..._�__i _I...11-1. i.._1 1 1.'._
<br />_.'.._ .. ,- (} _ F .. i _I_.3 _ _ .._ _. _ MAN ',. TRACK ILA, A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />I �.i i...I __'_i ' `1I PANELS SHALL BE CONNECTED TO BOTTOM mRACX USING SPECS
<br />I
<br />i '(�T---t- INDICATED ON NOTE {3j ALIVE IN SUCH CASE, CONNECTION OF
<br />JJ_LE,.JJ_LLJJIILJJ-L�LJJ1!_LJ_1.::. L1J11LJJ�LLJ-j1),I,LJJ_LiJJ ___!_ _.l PANES 7O f3QTTOM TRACK ACMOCCUR A7 ANY PANEL LOCATION.
<br />�
<br />SEE NOTE 4
<br />l
<br />tan •y'H„/a'r2� ,SEE 7' IN, 1' INSTALLATIONS ONLY VALID FOR WIND
<br />MOT'- Te's"' `i NOTE
<br />3
<br />ANCI4 ORS SPEED UP TO 170 rn p.h:
<br />SECTION E21 k ALTERNATIVE E21W ON SHEET TO)___..-.-.
<br />EZI /16,
<br />EZiW/18
<br />f
<br />TYPICAL I '_ ANG STORM PANEL 1 4
<br />'SCALE. 3/32g=I"
<br />'"'•` 2.641`(MN, OMAP MRh,. GAP
<br />f
<br />i
<br />1/4"
<br />uAx. GAP
<br />SECTION A -A
<br />ri"""�,
<br />�,,,1fHR
<br />SALE: 3/32"r t" �vy7 ti� tj/r rr
<br />Q' EN '';f';S FLORIDA BUILDING CODE Non High Velocity Hu cane Zone)
<br />mmD larrm wc. 24 GAGE GALVANIZED STEEL STORM PANEL F'"
<br />_ o. 44167
<br />*_ ��
<br />1 1 i.
<br />'��r STATE 0 11 it E C O ,etc�Al PROTECT(UH PRODUCTS, U.C. VOTE,'°
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<br />ddftv ENGINEERING
<br />ENwNEERINt3 EXPRESS@
<br />PRODUCT EVALUATION REPORT
<br />September 1S, 2020
<br />A)Fptiaatan Number: 17 I - R2.
<br />EX Project Number, 20.31543
<br />Product Manufacturer All American Shutters and Glass
<br />ManufaeturerAdilreas 1540 Ronne Road
<br />West Palm Beach, FL 33449
<br />Product Name & Descnphan! 249a Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation.
<br />This Product Evaluation Reportts being issued in accordance with the requirements of the Fiodda
<br />Department. of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />6l G20-3,005, F.A,C., for statewide acceptance per Method l (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 d 1s for the a Intended, at least equivalent to that required the Code.
<br />( ) an purpose t q raga 4y
<br />Re-evaluelion of this product shaft be required following pertinent Florida 9ulkling coda modifications or
<br />revisions.
<br />Sut)sitandating Data:
<br />. PRODUCT EVALUATION DOCU ENTS
<br />EX drawing 420-31543gtad 24ga Galvanized Steel Storm Panels (HVHZ 8 Non4iVHZ)' sheets 1-5,
<br />prepared by Engineering Express, signed 8 seated by Frank Bennardo, P.E. is an Integral part of ibis
<br />Evaluation Report.
<br />. TEST REPORTS
<br />Uniform static structural performance has been tested in accordance with TAB 202 test standards per Last
<br />reports) #BT-ASG-17.001 by Blackwater Testing, 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) #BT-ASG-f 7-001 by Slackwater 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 thefollowing design criteria:
<br />1. MolmumAllowebleSpans
<br />2, Minimum Allowable Spa"
<br />3. Mih)mum Glass Separation
<br />4, Anchor Spacing
<br />160SW 1211 AVENUE .$UI TE 106, DEPRFIELD BEACH, FLCtAIOA 33442
<br />(954) 354,0660 1 (86 6) 396-9999
<br />TEAM @ BNGINEERaNGEXPRESS,COM
<br />ENGTNEERINGEXPAESS, CON
<br />ENGINEERING
<br />Page 2 of
<br />All .American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 3:3% increase in allowable stress has been used In the design of this product.
<br />Separation from glazing is not required for Installations: outside of wind zone 4 and essential facilities.
<br />lmtract Resistance.-
<br />L.
<br />rge Impact Resistance has been demonstrated As evidenced In previously+ Raw test reporhs$ , and )s
<br />accounted for to the engineering design at this product.
<br />Wind Load Resistance
<br />This product has been designed to resist wind bads as indicated in the span schedule(s) on the
<br />respective Product Evaluation Document he, engineering drawing),
<br />lnstaftaUon
<br />This product shall be Installed in strict complience with it3 respective Product Evaluation Document (f,e,
<br />anginserirg drawing), along with a0 components noted therein,
<br />Product components shall be of the material specified In that product's respective Product Evaluation
<br />Document 0m. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Ilse of thts product shall be In strict accordance with the respective Product Evaluation Document (i.e-
<br />engineering dravAng) as noted herein,
<br />All supporting host structures shall be designed to Assist attsuperimposad loads and shall be of a' material
<br />fisted In this product's respective anchor schedule. Hast structure conditions which are not accounted for
<br />in this product's respective anchor schedule shalt be designed foron a sta-specific basis. by a registered
<br />professional engineer.
<br />Ali components which are permanently Instafled shall be protected against corrosion, contamination, and
<br />other such damage at alltfmss,.
<br />This product has been designed for use within and outside the High Vetocfly Hurricane Zone (HVHZ).
<br />RespecAliy,
<br />�T
<br />FraAUennatda, ('I
<br />ENGINEERING EXPRESSe
<br />OPE4046549 I Cori, Autjh, 9885
<br />160 SW 121" AVENUE SUITE 106, DF:ERFTELo BEACH, FLORIDA 33442
<br />('954) 354-0660 1(866) 396-9999
<br />TEAM 0 E NG I NEE RINGEXPRESS,COM
<br />ENGINEERING EXPRESS. CON
<br />INSTALLATION
<br />r ,
<br />PDIXtED ,- i `
<br />OR �-^ II'
<br />i/k`b TAPCON
<br />CONCRETE BLOCK --'` ;+ ANCHOR 0 12' O.C.
<br />RcauiREo.
<br />I,tfJ 87!1 w -
<br />f w I 4
<br />t/4'P TAPCON IAAi" HEX HEAD TEK wR700 HF.rDER � iP �'� 14e1" HEX HEADTEX
<br />ANCHOR f 12^ O.O. SC1tEW f 4' FRB,: REQUIRED l t A O 4' FROM
<br />v'Ni ,c•-�
<br />s .� 2t EDGE OF EDGE OE
<br />1/2^ t 1 1/2= r3
<br />ss. EOLws w R
<br />a s r!+• at 1
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<br />,")MNIRA
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<br />At.iu/,-20.n1 IMAX
<br />,n PANEL LENGTH a• LENGTH
<br />m
<br />a
<br />it-PAoT1EiN"-'t i 11 I' Win: JJ4.�,"
<br />4, TO OlA55. - ; 1t'--' "'- i THUMBSCREW WX
<br />'TO CLASS
<br />801i JI OF
<br />R _THUMBSCREW DF 1" A f
<br />1
<br />n
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<br />x 3jz•, 1 T
<br />TAPOON ANCHOR
<br />f 12' O,C.
<br />1/4"0 TAPOON • �7{ Is"TINO PDUREa 'c_.,_.i ,) 2"A4" woop
<br />ANCHOR f 12P OC "'CXr.11 CRT { 5 y I: "RODUI O
<br />:.COWWE OLD" ",...6_..... �� §' RE�UtR
<br />REQUIRED.
<br />WALL �iIII�� ��jj,L �.��TING
<br />SLOOK EZI AL it W
<br />SCALE 3/8=1" SCALE 3/8-1-
<br />J
<br />FLORIDA, BUILDING CODE iNon High Velocity_. Hurricane Zone)]
<br />N91 ii MiN. PANEL LENGTH ? g, 441 = >� TnrAea. tee, Fa.
<br />1, INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN SHALL- BE 2'-6' �.A ,• : •k 3 24 GAGE GALVANIZED STEER. STORY PANEL oxelrf Ire.
<br />PRESSURE RATING +/- 40.0 p.s.f. AND 6'-O` MAX * `--�." m/sr/mm
<br />PANEL fENGTH. 5 .• SA^T�AnLEC r : IL C PRaa GLOM PROTECTION PRODUCTS, LLC. a
<br />' +amD sw, P3 xtarrr
<br />2• FOR NEV WOOD FRAME CONSTRUCTION: WOOD 13a FiL� . 8 € "ANT
<br />t a� `•' sa.�-.,mq� DAME FL Wi4
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ' •-�y 20-175
<br />J� �, , •• Hvi ' itt Pw , DM lost-e.�r pm : i aH-vg+ Fl1bM: t904)6!a-k9r& P'Nt fp54i5>!Q^&11rr
<br />OENSfIY OF 0,55 OR EQUAL, X1 «. ."^*... r"F a.. rB
<br />k17rrUaT4Ww 2
<br />ruaE/DATEmaTLR „ e,C.. m
<br />4di$ NilE1 fe W 1E
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />4ga GALVANIZED STEEL STORK PANELS (HVHZ & NON-HVHZ)
<br />TDP MMNT
<br />Lmax
<br />(COIVN TYPE-R
<br />AS 3TQ'Of
<br />(SPAN
<br />5TRUABOVE
<br />a
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<br />dxwO
<br />(LOCATION MAY VARY)
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<br />aOTTdM MOUNT (LONN
<br />TYPE A5ltt=¢'p)
<br />L"',
<br />CAN BEL' '.
<br />OMON)
<br />I56STN
<br />PANELS MAY BE71)ETCHEOA5 REQUIRED,
<br />PROV?DEO THAT OONNE07IONS AND
<br />:OPTION ALya-?n STITCH
<br />6QLT9 WITH=WASHERED
<br />ANCHORSARE'VJ ED [bHEICH`>4ATI5F.1
<br />STENEM[PSFANN(USE
<br />?°FANS ABOVEa.SELC}!t#lE15'LnIfGTI;jTN,
<br />OVEVANRLAPS N
<br />40PPOPRIATE�PANTAi
<br />VERTICAL P40UN,T ELEVATION
<br />2 NOTCHED PANELS
<br />.. 1 N.T,%
<br />ELEVATION
<br />aUl7oM
<br />OUNT
<br />LCONN TYPE
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<br />MAXIMUM ALLOWABLE , Flank
<br />DESIGN PRESSURES:`
<br />AS NOTED IN DESIGN
<br />SCHEDULES
<br />DESIGN NOTES., �
<br />POSITAlE AND N ATIVE DESIGN PRESSURES CA11C L4 ED
<br />FOR.US_WITHr%SIXS EM'SHAL:LBEDETERMIN1 PER
<br />SEPARATE 5NGIN LNG IN ACCORQ NCE WITH THE
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<br />AS5EMB LY AS SHOWN
<br />tIN: 'G
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<br />GENERAL NOTES;
<br />Ij
<br />I THIS SPECEFICAiTI©N HAS.aEEN DESLGNEp i9ND SHALL aE FABRICRTED IN
<br />I trF
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<br />MIDLONFORMTQ ALL L©4'ALBULLDING CODE AMENDM ENTS WHICH MP.Y
<br />4PPLV DESIGN CRLTELVA 6EYDti6 AS STATED HERIIPI MAY 0.EONRE
<br />'R
<br />460IT7ndAL6ITESPEf4YC 6EAL€D q}GINEERiNG..
<br />2 NO'33.1/3Ri INCREASE F1iALLDYIRSLE STRESS HAS SEEN USED IN THE
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<br />3 iNERRHITECTfENG-iNEER GF RECORD fKIR THE PRD]ECT
<br />L7
<br />SUPERSThtlfCfLlREwliltw HIEfl 7H75 DESIGN 15 USED SHALL EE R 1WHICH LE
<br />-0R THE INTEGRITY DFALLS11pPIXk7U1G SURFACES Tea THIS DES[�WH1CH
<br />SHALL BE CDDP.L?INATED BY THE PER MITTdNG CDNTRACTORi
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<br />1
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<br />NAY BE REDDIAED.
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<br />ANCHOR SPACING SCHEDULE:
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