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<br />4
<br />*EZIW/18
<br />ANCHORS
<br />____tSEZ WIMN IEZI & ALTERNATIVE rZiW ON SHEET III)—
<br />I'
<br />fcs �(SEE NOTE 7.) 49
<br />--)NOTE 2)
<br />AVl
<br />DF -.1 RY, INSTALLED AT EACH OPENING SHAL ALWAYS OF
<br />LAST PANEL TO BE
<br />6 -T -7---T-, -FT PROVIDED W/ REAR RANDLE TO FACiLJTATF INSTALLATION IF INTENDED
<br />.7, D I I � TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />SOX
<br />OF 'L" 7Z HXNG S'ORM PANEL 3YSTEIV
<br />(CNF! IMTtROR PANEL) IIN RIOR PANEL' INTERIOR PANEL) rRACKS TOP & BOTTOM,
<br />f END PANEL)
<br />-
<br />Str NOTES'k 4
<br />SEE NOTES 2, 3, (4 Cho PAINELS, SHALL ALWTS�SE CON&FCED TO 80"CM ICIK
<br />A STOP R �L BE PWAVED AT TOP OF SUCH
<br />MA)", WISE RA
<br />Rmrt rN5nf PANELS
<br />40,0 pe.3
<br />(3). IF END PANFIS ARE CONNXI�IEO TO PID1,10M TRAC8, CONWCON
<br />SHALL CONSIST OF 1/4-0-200/4' M.S. Wl 7/8"00/37' WAG
<br />Ii-ILTiD PANE�S/ NUT OR 1/4'0%.1/4' Min, THUMBSCREW INTO TAPPED BOTTOM
<br />F
<br />S�s DOLTS V rrEAP TRACX. LOCATION OF FASTENERS MAY BE AT OTHER OF FIND
<br />; 3 (a SECTlONs AS �,PPELCASUC) ExIERIOR FLAT FLANGES OF END PANEL_
<br />J J J 15 T' I 1
<br />- , -
<br />(4)� IN CASE THAI END PANEL ARE NOT CONNECTED TO BOTTOM
<br />MAX
<br />_T I T - P! T 'RACK �f A STMP BUT ONLY USED AT tOP) AT LEASt IWO
<br />T i i PANEIS SHALL FIE CITAINEI7 To BOTTORg, TRACK USJNC, SPECS
<br />_TED
<br />-H4-4 444�_�,_
<br />4 INDICATED ON NOTE (3) ABOVE, IN SUCH CA -SE, CUNNECI ON OF
<br />I.T I f I 1-
<br />I- L -i-i- L L L -1 J L j J I L J_ JJ_ L J_JJ e L A I- IJ PANELS To M`TOM TRACK MAY OCCUR AT ANY PANE!, LOCATION.
<br />1
<br />SEE NOTIF A -
<br />Ron ANCHORS SEC I I Min ONS
<br />3 NOTZ 3
<br />SECTION UZI & �TCRNAINIT EZVW DIN SHEET 15)
<br />+1/ 1 8.
<br />`"EZTW/18
<br />IYPIQAL ELEVAIJON FOR SERIES 2900 E-Z 8ANG STORM PANEL01 SYSIE-M M
<br />SCAIT� 3/�2--!-
<br />DIM,* GA�
<br />wival 'LIALCO
<br />wx� OAR CI i.
<br />SECLnON A -A
<br />SCALE 3/32-=l-
<br />EN FLORIDA BUILDING CODE (Man High Velocity Hu iccne Zone)
<br />44167 24 $AGE GALVANIZED STEEL STORM, PANEL
<br />W,
<br />STATE 0 IL ECOinc \ GLDSAL PROTEMON PRODUCTS, UJC,
<br />0 R ko'. Eo". n, I,. D.`E,
<br />�U FAN' 20 -175
<br />'
<br />111HI"001 SHOP !I OF 16
<br />F-61A, ZUA
<br />ENGINEERING
<br />to 1 1: ,, -
<br />EW31NECRIll EXPRESE20
<br />PRODUCT EVALUATIDt4 REPORT
<br />September IS. 2020
<br />ApplicarlJoHnNurnber, =Q.I-R2
<br />EXProdectNumber, 20�31543
<br />Product Manufacturer, All American Shuriters�and Glass
<br />Manufacturer-Addreers, IUO Donna Road
<br />Wast Palm Beach. FL 33409
<br />ProduCiNtimegDescription-, 24ge 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 />CuipammInt of Business and Professional Regulation (Florida Building CoMmIESIon) Role Chapter
<br />6IG20-3'005' Rl to' statewide acceptance per Method I(d) The product noted above has been
<br />tested and/or evaluated as summarized herein to show compliance With the Florida Building Coda
<br />Seventh Edition (2020) and is. for the purpose intended, at least equivalent to that requited by the Code,
<br />R"valuation of this product shall be required following pertinent Florida Building Code modifications or
<br />revisions,
<br />Substantiating Data:
<br />. PRODUCT EVALUATION DOCUMENIS
<br />U drawing 020-3164311tiod'24gs Galvanized Steel Storm Panels (HVHZ & Non4(VHZ)', sheets 1-5,
<br />prepared by Engineering Express. signed &ENraled by Frank Bermardo, P.E, is an inlegrall part ofthI5
<br />Evaluation Report.
<br />- V_STREPOW-S
<br />Undorm, static structural performance has been tested in accordance with TAB 202 test standards par test
<br />report(s) #EIT-ASG-17-001 by Blackwater Testing, Inc.
<br />Large missifle impact resistance and cyclic leading performance has been tested In accordance with TAS
<br />201 and TAS 203 test standards per test report(s) #ST-ASG-17,001 by Blackwalar Testing. Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONJ
<br />Structural Engineering calicUlaftris have been prepared which evaluate the product based on
<br />comparative and/or rational analysis to qualify the following d"Ut, antena:
<br />I- Maximum Allowable Spans
<br />2. Minimum Allowable Spans
<br />3, Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12- AVENUE SUIT? 106, DEERFIELD BEACH, FLOAEOA 13442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEA, OENGMERINIIEXPRESS.COM
<br />ENGtNEeaiNGEXPRESS.CCM
<br />ENGINEFE-RING
<br />Page 2 of 2
<br />At] American Shatters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% Increase In allowable stress has been used Ili the design of this product
<br />Separation from glazing is not requited for installations outside of wind zone 4 and essential facilities,
<br />IMpact Resistance. -
<br />Large Impact Resistance has been demenstratud as evidenced In previously Sated test roporlirs), and is
<br />accounted for In the engineering design of this product.
<br />Wind Load Resistance
<br />This product has been designed to tESW wind loads as indicated Ili the span schedule(s) on the
<br />respective Product Evaluation Document (Je. engIneoring drawing).
<br />Installation
<br />This product shag be Installed in stfict compliance with as respective Product Evaluation Document Ile
<br />anginsering drawing), along with all components noted therein,
<br />Product components shall be of the material specified in that product's respective Product Evaltarbor,
<br />Document (Le, engineering drawing),
<br />i-Imftations & Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document (Le
<br />engineering drawing) as noted herein
<br />All supporting host Structures shall be designed to resist ailsuperimpoead loads and shall be of a material
<br />Sated In this prroducft respective anchor schedule, Hoststruchireconcirtionswinitch are not accounted for
<br />in this product's respective anchor schedule shall be designed for on a slifer-specific basis by a registered
<br />professional engineer,
<br />All components which are permanently Installed shall be protected against cannown. contaminaden- and
<br />other such damage at all times.
<br />This product has been designed for use within and outside the Kgh Velocity Hurricane Zone (H.VHZ),
<br />Respectfully,
<br />Frank Sentardo, K-
<br />ENGINEERING EXPRESS"
<br />ArP50040549 I Cen Auth. 9885
<br />160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLO910A 33442
<br />(9541 354-0660 1 (866) 396-9999
<br />TEAm@iENc;tNFERlNt;EXPKESS.COM
<br />EuGmEeRINGEXPRESS.COM
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<br />INIQ POURED CONCREIE, ONCRUE BLOCK AND W-QQD STRUCIURES
<br />_,__RSTIN0 POURED
<br />C
<br />C JCRM 08 VAPOON
<br />COMCBEETE BLOCK ANC14OR 0 12* CC -
<br />REQUIRED
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<br />--SCFXW
<br />-7 64' FROM REQUIRED
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<br />tppocei ANCHOR
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<br />114-0 TAPTON 2'.4' WOOD
<br />ANCHOR 0 12' ?ISTING POURED
<br />C, PEATE
<br />"ONORM
<br />OR
<br />CONCRETE stock
<br />REQUIRED,
<br />WALL MMM
<br />ALKRNA10ff-EZ1W
<br />SCALE 3/8=1' SCALE 3/8-l'
<br />FLORIDA BUILDING CODE LNon High Volocifyy Hur lcore, Zor,*)j
<br />4 1 wree, ml rx�
<br />SHALL at, 2' 24 GAGE GALVANNUO STEEL STORM PANEL
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX� ASD. DESIGN
<br />PRESSURE RATING +/- 40A elrlf, AND 6'�O' MAX
<br />PANEL LENGTH. Z I I L E C 0 1 GLOUL PROTECTION PRODUCTS, I.I.C. ' UTr
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD TAU`T T-No . ��mm c*MP.R1 ew sm s� 'VEIII
<br />MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC FADAL, H�Aex-,�5. - I Ann
<br />DENSITY OF O�55 OR EQUAL, PrP,_ -
<br />te
<br />Liz
<br />ALL AM RICAN SHUTFERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />W
<br />TOP
<br />OPTIONAL ell, 20 STITCH
<br />BOLTS. WITH WASHERED
<br />WINONUTS FASTENED IP
<br />OVERLAPS I11b MIDSPAN (USE
<br />APPROPRIATE "PANTASUE)
<br />MAY BE ATTQ> 0�375`
<br />I), 15QI70M
<br />DUNT ELEVATION
<br />ELEVATION
<br />LIAM
<br />(SPAN A13OVE
<br />-"OSTRUC-50N)
<br />L_-M
<br />AS L DR`
<br />BOTTOM MOUNT (CONN-_/ \ (SPA�76W I
<br />n FIE AS REq.-D) "L OBSTRUCTION)
<br />PANELS MAY EM NOTCHED AS REQUIRE0. � OPTTCNALW'-2DSTrT
<br />P b THATCONNE .71 A 'IT �YAEM�ir
<br />A HORS� E 0 IN R SATIS WINISNUTS F05TENEE
<br />OVERLAPS 0 MRDSPAJ
<br />SPANS ABOVE A BELOW- RLCTI APPROPRIATESPANT
<br />VERTICAL MOUNT ELEVATION
<br />/1� (NOTCHED PANELS),
<br />\.ij NIT S. ELEVATIC
<br />ALLOWABI F PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />hNEHMOM STORIAPANK, %PAkA1W?N FROM CALW
<br />rMVHL WIND ZONE 4 A, V55tNTIA1 FACUTIE!IJ
<br />AX mum
<br />UESIGN
<br />"ESW i ALLOWABLE INSIALLA IONSLEW WSTALLAI-IONS44TATIR
<br />LPG I ABONEGRACE THAN30'AfiCArLBRADE
<br />Z.
<br />less,. 6 DO Ir, 235. i
<br />.1-Sc
<br />>11AIN t)UM r_UULt: I%JU I t=,' .
<br />L ENTER SPAN SCHIBOLILIE. WITH NEGATIVE
<br />GESR;N LOAD 9 EAMES, FASTENER SPAC114G TO
<br />DETERMINE MAXIMUM AU.OWABLE STORM PANK
<br />SPAEL SCHEME IS ACCEPTABLE F09 USE WITH
<br />POSITIVE LOADS LEV. THAN OR EQUAL. TO
<br />NEGATIVE DESIGN LOAOS�
<br />2 'PAUEL FASTENIERT ARE STVDS USED IN
<br />CONJUNCTION WITH ALL MOVMTVNG EXTRUSIONS
<br />(-F�TAACX, STUDDED A"l ETC.). UBE clw
<br />0 C. PANEL FASTENER SPACING TABLE VALUES FOP,
<br />ALL 'W" AND "U'�HBAOEAS (INCLUDING WED GOT
<br />CONDITIONS)
<br />3, UNEAR INTERPOLATION BETWEEN LOADS 15
<br />ACC
<br />INIMENTIER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DIEFERIMINE
<br />MI UM ALLOWABLE SEPARATION FROM THE OPENING TO BE PRO-TeCTIST
<br />2, SCHEDULE IS ROQUIREDIFOR USE WITHROSTIVe LOADS OWY
<br />INTERPOLATION BEIWE-IIN WADS IS AMPMLE, OTHERWISE USE NOO' HIGHER
<br />LOAD�
<br />3� FOR INSTALLATIONS OUTSIDE OF THE HVKZAND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WTM0 ZONES 1 THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTEMO OPENING 15 REQUIRED.
<br />III, Ill"
<br />TA,ADEA1.00 IF
<br />W5� CA-
<br />LIN
<br />911
<br />MAXIMUM ALLOWABLE P` -
<br />Flal R
<br />I
<br />'DESIGN PRESSURES- ' N,
<br />As NcTED IN DESIGN
<br />DESIGN NOTES: SCHEDULES
<br />S'g
<br />POSITIVE AND NEGATIVE DESIGN P C' I"')
<br />AG CIA Ll
<br />'IF L
<br />OSE WITH T.DSSYSTM LL e I)
<br />'FORHA RIA NE P11
<br />SEPARATE ENSINEERING INJ:COADANCE WITH THE
<br />YI
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<br />OF
<br />DETCRAINIEDION"A M PDA H T' 0
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<br />T �11OZIn!_7�IIU�E�3O�IINE,�ATIVEOEgrGN
<br />U
<br />'R URE tJED HEREIN FORL ANY
<br />ASSEMBLY AS SNOWN.
<br />GENERAL NOTES:
<br />11 -2.11ECIFT N NABIlPEN
<br />,Cc. E-W�UMBIULMENTS ,HE I,. ODE
<br />,:DA ,,.I
<br />" E
<br />EV H EDITION 20 MR US 1 10 AND OUTSITIF OF 'Ell
<br />201, 2 AM 0 ST OLS, P 11 1HAt, I IGA
<br />AN C F T ALL ALBUI Me CODE AMENDMENTS WHICH KAY
<br />APPLY 0 0 ITIREA etyorno ASSTA71a) HEREINMAY RECUIRE
<br />AO ITIONAL SITESFECTRIC SEALED E ME
<br />TO
<br />2. 14033-VaUgEASE INALLOWARLES'E%5 HAS SEEN U5EDIN THE
<br />OF RECORD FOR THE PROJECT
<br />SUPERST URE MICH TH '4""' LE
<br />H"LLIEVE"Ona
<br />FORTH INTEG INaS 1% TOT is % TW C1161
<br />Se N
<br />9 USECOOKOIN I "'
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<br />4. SI, FRAT t", I s GLIT'N'T"T114ALL E1,PgL1AeD It,
<br />0 02 FLEC a ON Sp I"
<br />AW11I.. 01 IT I E .1 1111 FOR A E S PA Il % ICOU510' Nor A
<br />MAY HE REQUIRED;
<br />THE EYsTEN DETAILE. N ME IS GESNERM ANNDU�DOI5 NOT F 'D'
<br />? LT4 RQ
<br />INFORM ATION FOR A SPECIFIC SITE. MR ITCOO tONS DI-REN'T FROM
<br />THE �OIDPOIlrDITIIIALI�D."Ill�Ill, A 11SE. ENGINEER OR REGISTERED
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<br />'AR `��C SHAL REF TE
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<br />D
<br />5VReSCiW0EC By AN
<br />1!71
<br />FREES X 5AIJETY FACTOR,
<br />t. ALL rA7.PNI! T
<br />VMORGRE
<br />E�14SAEGRADE 5 UNVLESA NOTED
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<br />41% 1D111V1OTH�?11SEX
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<br />IM'N"NAWRIVA N8MA' COMPLY FH PE N
<br />TIC
<br />FOR UMIVUMSr SECTION 3.3 By THE ALUNMEW ASSOCIATION,
<br />UPC.�jANV PPLI RAL, STATE, ANDFOR LOCAL CODES
<br />It A�Rl LL 44GA STEEL �0.024"
<br />G 711"' KST
<br />UJI
<br />30. 611.ALE Urn .N�SHAI_ 6 E61163-TGALIMiNUMALLOY,
<br />24, ENGINEER SEALAFFIXED HERE - roVLIJDAI 5TRUCTIMAILDES AS
<br />SHOWN OHM USCOFTHISSPECIFICATIA BYrYNTRACTORetah
<br />IFIDEMNIFIES &,SAVES hARMILLSS THIS ENGE"M FOR ALL COST % DANAen
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<br />CERTIFICATIONS OR AFFIRMATIONS A" INTENDED.
<br />AD
<br />AL7M"T"" �DITUTWS ONOTHERRAFMI-10THISDOCUNIIINT
<br />.ARE NOT PERMITTtOAND INVALIMATETHIS CERTInICATIC14
<br />17 ANEUS SHALL BE PERMANENTLY LABELED WITH A MINIMUM FF il) LABEL
<br />Neii EV'MY In FEET CONTAINING THE ECULOWING2N FORMATION.
<br />VISIT
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<br />1A _ ING
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<br />-J-,SEE, 7 2901, 1H 20 5luu X
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<br />256
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<br />1,9604- 3 380" MAX O'M". 0 kl§ X"R
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<br />1.000,
<br />3.927
<br />OVERLAP
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<br />RED ff
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<br />TIIARRDUNT` CLOSUREDETAIL
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<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENER% 0 12.5" OCr
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<br />110"� ASU
<br />7. 5�
<br />12S'
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<br />14,7" 6,0"
<br />5'
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<br />II, I VC CRIED 33
<br />WOOD SCFEW 41
<br />48
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<br />16.a' 16,0'
<br />_F0 77
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<br />2,�
<br />IA.0"
<br />11.1"
<br />115'
<br />16.0' 10.6' 6,2"
<br />L2.5"
<br />16.01- 14.1 �
<br />21'
<br />12.5'
<br />16.0"
<br />9.7" S.6"
<br />12.5"
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<br />9�6'� 50
<br />12.5"
<br />15,0'
<br />33
<br />TAr`QIuF'M,AE. 41
<br />48
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<br />1�.O"
<br />11.4"
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<br />912" MWA
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<br />17 !vI" 13
<br />�lt V I.. 1-1 41
<br />LIWO BUIM.. 48
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<br />15 4" 5.9'
<br />6.25"
<br />1 Z.3"
<br />4,7" 4.0'
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<br />0.9"
<br />14.2" S-V
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<br />ANCHOR NOTES:
<br />I ANCHOR SCHEDULE APPLIES TOALL PRODUCTS MTIFIED HEREIN, BUTONLY PROVIDES
<br />MAXIMUM ALLOW45LEANCHQR SPACING, MAXIMUM ALLQWABLESPAN5 AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY,
<br />ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENFREPACING, THE E'EISTTNIG STRUCTURE
<br />MATERIAL, &ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TOINtGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR FQUALTO SHUTTER SPANSELEI.7
<br />CONNECTION TYPE RABE) ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />3. "PAWL FASTENS RS' ARE STUDS USED IN CONJUNLTION WITH ALL MOIJUTING EXTRUSIONS
<br />(`r'-TFUMCX,S7UOVED ANGLE, ETC) IISEB25"O.0 PANEL FASTLNER5PACING 7A5LE VALUES FOR
<br />ALL'H"- AND 'U'-HEADERS (INCLUDING SULDCUT CONDITIONS)
<br />4 ANCHORS SHALL BE INSTALUEDIN ACCORDANCE WFtH-MANVFACMRER--'kE�-OMMENDATrDNS,
<br />5 HOLLOW BLOCK H057STRUC7TURESHALLCONFORM TCA.1TM 090 51.90K
<br />6, MINIMUM BEDMENT 5 ALL BE
<br />E DGE TA CE EX DES ST I A I
<br />9, WHERE EXTSMG STWC7URE I- WOOD FRAMI - MSTINGOONDITIONS MAY VARY, FIELD
<br />Mr.
<br />VEFUFY THAT FASTENERS ARE INTOADEqUATF WOOD FRAMING MEMBERS, NOT PLYWOCD� FASTENING
<br />70 PLYWOOD ISACCEPTABLE ONLY FOR SIDE CLOSURE PIBC-E,5,
<br />LO WHERE ANCHOR5 FASTEN TO NARROW PACE OF STUDFRAMING, Ffi�STIENIIRSHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2".X 4" � MIN � VIlOOD STUD EDC E DISTANCE IS ACCEPTABLE E.OR. WOOD
<br />FRAMING), WOOD STUD SHALL BE: "SIDUTHERN'W'E" G-0,5SOR'SPEATER DIENSTFYi LAr, SCREW
<br />-SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD,
<br />LIL REMOVABLEANCHORS ARE. DEVIVALT PANELMATE, ALL -POINTS SCLLID-S & BRASS BUSH G
<br />L2 MAORrAr
<br />SC EVAS
<br />R , S14ALL HAVE lr�'MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />AN -HOR AND 14AY HAVE EITHER A PAN HE%TRUSS HEAD, OR WAFER HEAD (SIDEWAI-K 601-T) U.NLO
<br />III MITIUMOM EMBEDMENT AND EDGE DIS I NCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />14, M DESIGNATES ANCHOR CONDITIONS W141CH ARE HOT ACCEPTABLE USES.
<br />15. LINEAR INTERIPCILATION 15 NOT PERMITTED FOR, USE WITH'THE AtiOlOk ECREDULES 1,157ESION
<br />THIS SHEET
<br />111�N "' MA"177
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<br />SHEET NO.
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<br />1.5.
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