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ez1/18,
<br />EZ1 W/18 ANCHORS
<br />(SEE SECTION E21 Ik ALTOWTNE E'Z W ON SHEET 1B)
<br />It' Nirt l t' Mfn.i
<br />I•-(SEi NOTE Z) (SEE
<br />2) f
<br />/t4Xi' S. iJ2"
<br />• 4Jtfi'P AI,UMHYUM
<br />_ PP RNET IASi PANELCD TO DE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />-
<br />1/2'u o -o Ci:M-j 0 o o G C PROVIDED WI REAR HANOLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO FROM
<br />_ BE INST)L D INSIDE OF STRUCTURE.
<br />I NOTES
<br />SE
<br />-T -T---rr-r-r-r--'�-�-(--r'- * I (1)• E-Z HANG STORM PANEL SYSTEM
<br />(ENO PANEi.) (INTERIOR PANEL) (INTERIOR PANEL) f (INTERIOR PANEL) (ENO PANEL) i CONS( ING OF PANEL + GanL TRACKS TOP & BOTTOM.
<br />SEE NOTES 2, S, 4 jj [ jj SEE NOTES 2. 3, 4 ! 10.
<br />{ ( I I I 6•_O (2). END PANELS SMALL ALW OE t:ONNEGiED 74 BOTTOM TRACK
<br />It jl PANERWISE A STt'SP BAR SIiAtt BE PROVIDED, AT TOP OF SUCH
<br />PANEL LENGTH PANEi.S...
<br />1 Ix 1 k _, as ii 0 s J- 4o.D p-t.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALT. CONSIST OF 1/4"0-20x3/4" M.S. W/ 7/8"6.3/32' WING
<br />QgLTEO PANELS WJ 174h2I7 4 I NUT OR 1/4 %3/# Min, THUMBSCREW INTO TAPPED BOTTOM
<br />5.5. BOi is w T Q EA. OVERLAP ;( TRAM LOCA7SON OF FASTENERS MAY BE AT EITHER OF TWO
<br />tSFE sECT10N5 AS APPLK:AaLE) EXTERIOR FLAT FLANGES OF END PANEL
<br />I . -L-L1J
<br />-L_ l (4), INCASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />_
<br />"'I-"T-'T1v`T'- MAX I TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />( 1 PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />{ INDICATED ON NOTE (3) AEWE. IN SUCH CASE, CONNECTION OF
<br />�1JJ_J_
<br />JJ_LLJJ_LLJJ111JJ_L J1LLJ i�L1J1LiJJ_LLJJ1 1J PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />....J 3* Mw lI SEE NOTE 4 i Y N.A.,"..
<br />," Mtn [gE 3 -DW/@ LFOTE 3 t* uln.t INSTALLATIONS �•IpYOU'D FOR VflNO
<br />ANCHORS SEED UP TO
<br />(BEE SECTION EZt a ALTERNATIVE E21W ON SHEET is)--....-
<br />EZ1/18F
<br />EZ1W/18
<br />TYPICAL Y
<br />�- SCALE: 3/32"=7"
<br />tJ4'�6X. GAP
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<br />SCALE: 3/32"=1' ,`�Ei R; Ti yy
<br />N ' ✓� : FLORIDA BUILDING CODE Non High volocit No cone Zone
<br />All
<br />nrzan. 24 GAGEGALVANIZEDSTEEL STORM PANEL '
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<br />ENGINEERING
<br />ENI3I1`4EERING EXPREEISS
<br />PRODUCT EVALUATION R£PQR'f
<br />September 15, 2020
<br />Application 117869,11 cation Number:- R2
<br />EX Project Numtier. 20.31543
<br />Product Manufacturer: All American Shutters and Glass
<br />Manufacturer Address: 1640 Donna Road
<br />West Palm Beach, FL 33409
<br />Product Name & Description: 24ga 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 Lida
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />61 G2D-3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been
<br />tested andlor evaluated as summarized herein to show compliance with Me Florida ButkdhPg Cope
<br />Seven Edition 020 a ' for purpose me lent .
<br />Seventh ti (2 ) and 1s, Hite p ryos intended, at least equivalent to that required by theCode
<br />Re-evaluation of this product shall be required following perfinerA Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />. PRODUCT EVALUATION DOCUMENTS
<br />EX drawing 420-31543 tined "24ga Galvanized Steel Storm Panels (HVHZ & Non4iVHZ)', streets 15,
<br />prepared by Engineering Express, signed & sealed by Frank Bennardo, P.E. Is an Integral part of this
<br />Evaluation Repoli
<br />. TEST REPORTS
<br />Uniforms structural has tested Inaccordance with TA 202 d t
<br />tatic pertormance beenS t� standards per Les
<br />reports) #8T-ASG-17-001 by Biackwater Testing, Inc.
<br />Large missile Impact resistance andcyodc loading performance has been tested in accordance With TAS
<br />201 and TAS 203 test standards par test report(s) *BT-ASG-17-001 by Blackwafer Testing, Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative andlor rational ana" to qualify 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 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM GENGINEE RING Ex Ross. CDM
<br />ENGINEERTNGEXPRESS.COM -
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Steel 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 zone 4 and Essential facilities.
<br />Impact Resistance:
<br />m
<br />Large impact Resistance has been demonstrated as evidenced in pre rlousty listed test report(s), and Is
<br />accounted for in the engineering design of this product.
<br />9 � 9
<br />Wind Load Resistance
<br />This product has been designed to resist Wind bads as indicated in the span schadule(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 0.0.
<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 #:a- engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be In shirt accordance with the respective Product Evaluation Document .e.
<br />pr pactiv a (i
<br />engineering drawing) as noted herein.
<br />Ali supporting host structures shall be designed to resist all superimposed bads and shall be of a material
<br />s rodu 's respective anchor s u os are t accounted fo listed fin Lev p d asps schedule. Host structure oondildons which r no r
<br />in Use product's respective anchor schedule shall be designed for on a'stt"pedfic basis by a registered
<br />professional engineer.
<br />All components- w ent Installed s be p protected -, ai corrosion, contamination, and
<br />which are permanently Hated hail pr � against osi n, c netio ,
<br />Met such damage at all times.
<br />This product has been designed for use within and outside the High Veto* Hurricane Zone (HVHZ).
<br />P-p-dully,
<br />,y aCl!k
<br />cs]s.��Twfi
<br />Frank sennardv, PE
<br />ENGINEERING EXPRESsQ
<br />#PE0046549 I Cert, Auth. 9885
<br />160 SW 121H AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM @ ENGINEERtNGEXFRESS.CON
<br />ENGINEERINGEXPRESS.COM
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<br />1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN
<br />* MIN. PANEL LENGTH
<br />SHAD- BE 2'-6`
<br />0, 441 i
<br />,k' i*3
<br />BUILDING CODE Non Hi h VoWelty NurTlcone
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<br />PRESSURE RATING +/- 40.0 p.s.f. AND &'-0' MAT(
<br />PANEL LENGTH.
<br />FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />STATE -?,^>
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<br />sECTIONB
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<br />OPTIONAL :" 20.ST7TGH
<br />I
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<br />WINGNOITH
<br />INGNU 5FA5T FASTENED
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<br />0
<br />OVERLAPS O MIDSPAN (I
<br />m
<br />APPROPRIATE SPAN TABt
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<br />PLAN VIEW
<br />8 a �
<br />Ro.iss"
<br />BOTTOM MOUNT
<br />(CONN TYPE
<br />REQb)
<br />R0,391"
<br />MAYBE AT TO •.. ,� ,,, '� D,375`
<br />a "'I'm
<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />\,tV N.T.S.
<br />ELEVATION
<br />TOP MOUNT
<br />tX4u z -OBSTRUCTION
<br />D.. ( LOCATION MAY VARY)
<br />N K
<br />N � (CONN TYPE
<br />A5 0.EQ'D)
<br />]TTOM MOUNT tCONN Lrnzx
<br />TYPE AS REQ'D) (SPAN BELOW
<br />'OBSTRUCTION)
<br />PANELS MAY 5ENOTCHED AS REQUIRED OPTTONALy-2051TTCH
<br />PROVIDEp THAY CDNNECTION5 R14D BOLTS WITH WASHERED
<br />ANCHORS ARE USED iVHiOH 5A71SW WINGNUTS FASTENED O
<br />SPANS,ABQYE,&BELOW OBSTRIN:T]ON. OVERLAPS O MIDSPAN (USE
<br />APPROPRIATE5PAN TABLE)
<br />VERTICAL MOUNTELEVATION
<br />2 NOTCHED PANELS
<br />1 .. N.T.S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANEL SEPAL IN FROM GLASS'
<br />MAXIMUM 1
<br />fHVtq WIND ZONE ESSENTIAL FACILm E57
<br />RESIGN AUOWAatE
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<br />INMILATIONSUESS INST LTA ONSGRPATER
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<br />SPAN SCHEDULE NOTES:
<br />1. ENTER SPAN SCHEDULE WITH NEGATIVE
<br />LOAD 'PANEL P ER PACING TO
<br />DESIGN aFASTENER 5
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE WADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. "PANEL FASMEAS ARE STUDS USED IN
<br />CON U ON A MOUNTING MONS
<br />NCTI WITH A N EUSE
<br />("F"-TRACK. 5T't}DbEp ANGLE, ETC.). USE 6.2$
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL "H*- AND "W-HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3,
<br />UNM INTERPOLATION BETWEEN LOADS I HIGHER
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1. SPAN ULE WITH POSITIVE DESIGN LOAD TO MINE
<br />EM AL SCHED W DETER
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY,
<br />INTERPOLATION BETWEEN WADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3 MR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES 3N ASiT} WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED.
<br />MAXIMUM ALLOWABLE F °,
<br />DESIGN PRESSURES:
<br />AS NOTED IN DESIGN5
<br />DESIGN NOTES: I Sf1HEDULEs
<br />POSITIVE AND NEGATNf DESIGN PRESSURBS CALCULATED
<br />USE WLT THI 'SYSTfMSHAL BE QET RMINEO PER -
<br />FOR H S L E
<br />REPA E INTER NG IN ACC T THE
<br />P T E S ORDANCE W( H NG
<br />GOV NG-CODE PRESSURE 11,pH EVN1ENTS AS
<br />L609OF THE IN PJ BII ILDING C ASCE )AND CHAPTER
<br />D OF THE F ORIp0. UIt.I52NG CODES ALL I LESS THAN
<br />OR UAL TO THEPOSSILPE OR NEGATIVE DE SIGN
<br />P R A T YV UE6 LIST D FORANY RES�U E CAP C T AL E HEREIN
<br />495EMBLv AS Sp105NN -
<br />GENERAL NOTES:
<br />1, THIS SPECIFICATION HAS BEEN DESIGNED AND. SHALL BE: FABRICATED IN
<br />TRESS HAS BEEN USED IN THE
<br />aft THE PROJECT
<br />ISUSED 5 HALL BE RESPONSIBLE
<br />'ACES TO THIS. DESIGN WHICH
<br />COPLTFACTOR
<br />YEtRIJG SHALL 6E REQUIRED IN
<br />NS, OR SPANS (TARED
<br />'IATe $PAN CALCULATIONS AS
<br />MC AND DOES NOT PROVIDE
<br />CQf4O OHS DLFF REN FROM
<br />.ED ENO VEER OR -REGISTERED
<br />CLINE., FOR USE IN
<br />BASED ON MAXIMUM TESTED
<br />'SAE GRADE E UpILESs NOTEDPLATED OR OTHERWISE
<br />COMPLYV/tTH "BPECh7CAT1ONS
<br />THE A11111 UM ABEDtlATLDN,
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<br />ATES STRUCTURAL DESIGN AS
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<br />ANCHOR NOTES:
<br />L ANCHOR SCHEDULE APPLIES TO ALL PRODUCTSCERTIFIEDHEREIN BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY.
<br />2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING HE EXISTING R STRUCT E T u
<br />MATERIAL a ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR.E AL 70 NEGATIVE DESIGN QU
<br />LOAD ON SHUTTER AND SELECTSPAN GREATER THAN ARE TO SPAN;Sf NT UTTER ELECT QUAL
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR iDENTI FICATION aF tbNNECTION TYPE).
<br />3. "PANEL FASTENERS" ARE STUDS USEDIN COMUNCRON WITH ALL MOUNTING EXTRUSIONS
<br />'F" TRACK STUDDED ANGLE EYC. U E 6.:5 O G PANEL FASTENErT;SPACING TABLE.VAL ES FOR r s z u
<br />)
<br />ALL H" AND "U"-HEADERS (INCLUDING BUILDOUT CONDITIONS).
<br />4. ANCHORS SHALL BE IdSTALLEDIN ACCORDANCE WITH MANUFACTURERS'. REGOMMENOATIONS,:
<br />VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYW00D IS ACCEPTABLE ONLY OR SIDED URE PIECES CE F LE O
<br />LD, WHERE ANCHORS FASTEN TO NARROW FACE OF STUB FRAMING, FASTENER SFthLL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4' MIN WOOD STUD ' G DISTANCE IS ACCEPTABLE FOR WOOD
<br />I 7 (l" EDGE T PTA
<br />FRAMING), WOOD STUD SHALL BE 5411THERN FINE" G.0.55 OR GRPATETt DENSITY. LAG SCREW
<br />SHALL HAVE M4LLIPS PAN HEAD OR HEX READ
<br />11. REMOVABLE ANCHORS ARE. DEWALT PANELMATE, ALL -POINTS SOLID SET a BRASS BASHING.
<br />12. MACHINESiCREV.5 SHALL HAVE I/2* MININIIM ENGAGEMENT: OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TR ISS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N:O.
<br />13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO OR OTHER WALL FINISHES.
<br />14.E DESIGNATES ANCHOR'COWITIONS (WHICH ARE: NOT ACCEPTABLE USES
<br />1s: �c DIRECrNWNTING OQfVDFTxYr,LS.
<br />16. LINEAR INTERPOLATION:15 NCIT PERMITTED FOR USE WITH THE ANCHOR SCHEDULE LISTED ON
<br />THIS SHEET,
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<br />SHEET NO.
<br />SH 1.5
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