|
EZ1/1B,
<br />EZI W/t s ANCHORS
<br />(� SECTION EZ1 & ALTERNATIVE EZ1W ON SHEET 19)`
<br />14--
<br />�.t' MU,
<br />"®('SE£ NOTE 2) ', 'C_.<+W�
<br />\:J1t1pTE I
<br />/13Xi" S.M_,$,-. T t�2-
<br />tl ENO-I
<br />0F a_/18.4 ulJulNuu
<br />RrvE *LAST PANELQi TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />T/2' n o a o a a a o 0 o
<br />• " i I PROVIDED Wf REAR iiANDLE TO FACILITATE INSTALLATION if INTENDED
<br />TO BE INSTAL(iD FROM INSIDE OF STRUCTURE.
<br />i
<br />- _J_ 'JA
<br />-�-'TOF L" M-•(ill OF SERIES 2Ob0: E-X HANG STORM PANEL ;SYSTEM
<br />I (END PANES) I (INTEROOR PANEL) (INIERIQR PANEL) (INTERIOR PANEL) (qdD PANEL) MAX. I CON515TINC OF PANEL t Cant. TRACKS TOP & BOTTOM.
<br />SEE NOTES 2, 3, 4 pp j t tf• SEE NOTES 2, 3. 4 i
<br />y ( 1 g,!D. (2). END PANELS SHALL ALW'W5 BE CONNECTED TO BOTTOW TRACK
<br />! I OYftCRMS£ A STOP t'tAR:(�,151U1L BE PROVIDED AT TOP OF SUCH
<br />i
<br />a PAS OG
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION
<br />l �.
<br />.{ • •: _ _ _ )._ _.. _�_ .. _._.-_ .� i SHALL CONSIST OF 1/4"A-20x3/4" M,S- W/ 7/5"OX3/32" WING
<br />!IpP
<br />L.im PaNW �wf t AL GVEs1' _ I NUT OR 1%4`Ox3/4" MIN. THUMBSCREW INTO TAPPED BOTTOM
<br />S.SIk
<br />TRACK.I MAY AT LEANER 4F T5Y0
<br />I I. I (SEE SECi10KS AAS0A�1.ICABLii ! EXTERIOR FLAT OF ENO PANEL.FASTENERS
<br />J LJ 50%"
<br />.. __� ...�. __.l._., _ .vL-.+l__L_�,._L _l
<br />OF •L IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />(4).
<br />.'.-
<br />-,„_ -�_, .,...:„.. _.,. .._.�,.._..� _ MAX. I TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />11 I r
<br />1 PANELS SMALL BE CONNECTEb TO BOTTOM TRACK USING SPECS
<br />- INDICATED ON NOTE (;!) ABOVE. IN SUCH CASE- CONNECTION OF
<br />JJ_LL1J_LLJJILLJJ_L J1LL.14,ZCL_{J1LL__IJ_LL,3J1 sL 1J_L1 _ 1 1 I + PANELS To BOTTOM TRACK MAY OCCUR AT ANY PANEL LDCwTON.
<br />a. MDx I I SEE NOTEL.-
<br />I' W. i_SEE i y��r1� ISLE I- Mln. •t INSTALLATIONS ONLY VALID FOR WIND
<br />MOTE 3Wi NDTE
<br />} SPEED UP TO 170 m.p.h.
<br />S
<br />' (SEE SECTION EZ7 & ALTERNATIVE EZIW ON SHEET
<br />EZ1/18.
<br />EZlW/18
<br />TYPICALV T OR R - T Tt)
<br />j SCALE:
<br />2.887'(MN O�EJW 1/4' M.X. GAP
<br />1/4"
<br />MAX. 'GAPS__-..,)
<br />SECTION. A -A
<br />SCALE: 3/32"=I' a Lti,�,L1 Hr�C(fJ`D4y
<br />`yak` EN vp�''• FLORIDA BUILDING CODE Non NI h VelocityNwrrlcona Zone)
<br />s
<br />r _ o.44167 __ "sD2Q nrrm. W. 24 GAGE GALVtdEiZfD STEEL STORM PANEL -91.
<br />*. STATE0 - -- IL ECOtalc.GLOBAL PROTECTION PRODUCTS, I.I.C.
<br />''•.,OMPHUMM
<br />4e00 S.W. 51 SIItiEr
<br />BOA: , fi ORl91`,•� r> n • m a.� x,. ,arAu a+ro¢,Ic. n srlee as11L FL Baal 20-175
<br />'ryrF .....• PRO) .NAB: 4Vtb1 of-ua. WedlL (aat3P-?5+3. FAK i95t)BpB-5)9T
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<br />ENGINEERiNG
<br />r
<br />ENDINEERINE3 EXPRESS�
<br />PRODUCT EVALUATIDN REPORT
<br />September 15, 2020
<br />N ,ation Number. 17 - R App 66s.1 2
<br />EX Pro1 ect Number.. 20-31543
<br />Product (manufacturer. AR American Shutters and Glass
<br />Manufacturer Address: 1540 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 Florida
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />61G20-3.005, FA.C., for statewide acceptance per Method l(d),. The product noted above has been
<br />lasted and/or. evaluated as summarized herein to show Compliance with the Florida Budding Code
<br />Seventh Edition (2020) and is, for the purpose {mended, at least equivalent to that required by the Code.
<br />Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or
<br />revisions,.
<br />Substantiating Data:
<br />+ PRODUCT EVALUATION. DOCUMENTS
<br />EX drawing #20.31543 titted"24ga Galvanized Steel Storm Panels (HVHZ&Non-HUHZ)", sheets 1-5,
<br />prepared by Engineering Express, signed & sealed by Frank Bernardo, 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 TAB 202 test standards per test
<br />reports) a6T-ASG-17-001 by 8lockwater Testing, Inc.
<br />Large Irissilo impactresisffi nee and Gycfic loading performance has been tasted in accordance with TAB
<br />201 and TAS 203 test standards per test repod(s) #BT-ASG-17-001 by Blac kwater Tasting, 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 qualify the following design criteria:
<br />1. Maximum Allowable Spars
<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@ ENGINEERI NG EXPRESS, COM
<br />ENGINEERING E XPR ESS.0 OM
<br />' LL f P, i s C'LLC
<br />(� Y N:X/NtPH'I NIXI
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<br />ALTERNATE BUMPOUT
<br />LR' NDunnrA: ExrRusmns
<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 />Large Impact Resistance has been demonstrated as evidenced In previously listed test report(s), 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 schedule(s) on the
<br />respective Product Evaluation Document (i.e. engineering drawing).
<br />Installation
<br />This product shalt 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.e. engineering drawing),
<br />Limitations& Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document 0.0.
<br />engineering drawing) as noted herein,
<br />All suppoNng host structures shall be designed to resist all superimposed loads and shall be Of a material
<br />Hater! In this produo'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 />All components which are permanently Installedshall 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 Verity Hurricane Zone (HVHZ).
<br />Respectfully,
<br />P Y•
<br />REAlry4 •.
<br />1•. �u Ri,
<br />O
<br />Frank Bernardo, PE
<br />ENGINEERING EXPRESSO'
<br />#PE0046549 I Cer Auth. 9885
<br />160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954). 354-0660 1(866) 396-9999
<br />TEAM * ENGINEERING EXPRESS. coN
<br />ENGINEERING EXPRESS. CON
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<br />INMLLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
<br />IND POURED ONCREIE, QQNCCREIE BLOCK AND W90D STRUCK ES
<br />_f
<br />_
<br />�nNG PpUflEb
<br />RETEOR t"* TAPCONCfMIDREiE aLOCK /' i ANCHOR O 12" D.C.
<br />f�,t REWraEO. ' -. - I t
<br />y
<br />1/4 c TAPCON 1•" �..��14x1' HEX HEAD TEX WOOD HEADER )4s1' HEX HEAD TEK
<br />ANCHOR O 12` O.C•_ + J - ,.-,, %REW a,,Tf4" FROM REOUIRE.D,r SCFEW O,}/4• FROM
<br />EDGE DP �J j I LODE OF (1J
<br />F �
<br />9
<br />tx
<br />MIN.
<br />1•
<br />tH-.-Sinn• . ___'- _--i I
<br />eDLrS( . ��.__ '. _. _... i P/,2
<br />p-SEPAILA11 1 rqw"we wHe._.((.�_-(�.'
<br />' a {
<br />! /
<br />GiJS'Pi�'�B TO GLASS, -... __ ALUMINUM g'- '- i _O CLASS, �I.UMINUM POP
<br />MB4U13 PDP 'llR
<br />) ( RIVET
<br />a tt 9 RIVET
<br />IF#. aoL1S, MAX. 1H�- �a, I MAX.
<br />-
<br />AT 0,P1EIw R g----____{ PANEL LENGTH * McRTS w$ I 1 PANEL LENGTH 'f
<br />R
<br />u Tip GIfSS. IBA'-SEPARATN3N j �1t{4-~L1MBSCp W 50%
<br />IITO GLASS. OF 'L.•
<br />B i 36T 1
<br />8 j iHui BSCRREW °I'- I"t R 1
<br />E.. J,v'r. f
<br />ETI.
<br />t
<br />i/4•! TMGOM ANCHOR
<br />4 O 12. O.C.
<br />+(
<br />1/4`0 TAPCON '/ EEXX1155ii11ND POUREO 4 i { i 2"X4' wOOD
<br />ANCHOR O 12' O.C. 7.'OHCRETE OR `, 'y ' .` I REOUIIND
<br />✓.
<br />" CONCRETE BLOCK
<br />REQUIRED,
<br />WALL MOUNTiNG BALL ILIOUNTfNG
<br />SECTION EZ1 ALTERNATIVE EZiW
<br />SCALf 3/8-1" SCALE 3/8-1'
<br />IrT,�Ukth
<br />P1.
<br />¢ ..
<br />FLORIDA BUILDING CODE Non N b Velocity Hurricane Iona
<br />` rMIN. PANEL LENGTH S Q, 44 a +rises 14tTx:U,
<br />1. INSTALLATION ARE ONLY VALID FOR MAX, hS.D. DESIGN SHAI.L BE 2'-6' "F * = 24 GAOf GALVANIZED STEEL STORM PANEL PAY sr:
<br />PRESSURE RATING 4-/- 40.0 p.s.i. N30 8'-0' MAX �,a STATED
<br />PANEL LENGTH. - �3 -- IL E CO tl'fc. G409IU PROTECTION PRODUCTS, LLC. P7Ban
<br />2. FOR NEW WOOD FRAME CONSTRUCTFOM WOOD 'i �,1+ . tORtCi _ -_ - • E cwa' CAMBe.
<br />i15t33314�
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ry �`r",,.,a :EL +1. m.vaLl, 4vorNA ez slsu 20-175
<br />4N,V S,jQ • •
<br />rat m-we m-roast Filww(aet its+ gt>ue (a5elmaP-e'rsi,erxc
<br />kAA
<br />DENSITY OF 0.55 OR EQUAL rm:
<br />/tNI/II/leI
<br />lM[/OAR wdTERaw Twn71.91... P.C. m n-tq
<br />Fmq aHTt it a 1e
<br />r ALL AMERICAN SHUTTERS AND GLASS
<br />`24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PERR TO PANEL SPAN)
<br />TOP MOUNT(CONN
<br />YP, T
<br />TYPE AS RE 'D Q )
<br />SECTIONS
<br />APPROPRIATE SPAT
<br />PLAN VIEW
<br />!^ n Ro IE(
<br />n
<br />BOTTOM MODNT t i i
<br />(CONN
<br />REO'D) \\R0,391
<br />MAYBEATTOP.'. ,__� ♦ 0:-
<br />�. a BOTTOM
<br />TYPICAL VERTICAL MOUNT ELEVATION
<br />t
<br />I NT. G. ELEVATION
<br />®'b
<br />ICONN TY
<br />AS REQ'D)
<br />ZO cz ri
<br />,�
<br />-OBSTRUCTION
<br />y(. � o.
<br />LOCATION MAY VARY
<br />NqW'
<br />2O +1
<br />TOP MOUNT
<br />AS RE TYPE
<br />tiREQ'.D)
<br />BOTTOM MOUNT (OONN
<br />LTRBX
<br />BELOW
<br />TYPE AS REQ'D}
<br />(SPAN
<br />OBSTRUCTION)
<br />PANELS MAYBE NK)TCHED AS REQUIRED;.
<br />OMONAL'J� -26 STITCH
<br />BOLTS WITH WASHERED
<br />PROVIDED THAT CONNECTIONS AND
<br />ANCHORS ARE USED WHICH SATISFY
<br />WING NUTS FASTENED 0
<br />SPANS ABOVE a BELOW OBSTRUCTION.
<br />OVERLAPS 0 MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />�. N.T,S.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE
<br />24
<br />GAUGE PANELS
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />IHYH4 MIND ZONE 4
<br />a ESSEN11AL FACILITIES)
<br />MAXIMUM I
<br />DESIGN
<br />PRESSURE
<br />INSTALLATIONS LESS
<br />'INSTALLATIONS GREATER
<br />(PATH �
<br />SPAN(LAB1E
<br />SPAN (LTwx)
<br />THAN IVABOVE GRADE
<br />THAN 30' ABOVE GRADE
<br />/30 -
<br />130.0 in
<br />6061.
<br />2161
<br />t35
<br />pas
<br />134,0 in _
<br />606--.'. in
<br />--"in
<br />_ 236In.
<br />+i
<br />130.0fn
<br />ids
<br />130A In
<br />6,061n
<br />2.16 trs
<br />/
<br />330.0 to
<br />6.06 M
<br />2 161n
<br />4 -55 1
<br />106.61n
<br />fi.0$in
<br />236 ,n
<br />d 60
<br />I
<br />1t3.2 in
<br />6-09U9
<br />� 253 I. --
<br />+/�S
<br />Sall fn
<br />C11 In
<br />2.72IN
<br />+h70 1
<br />36.41n
<br />6,12 n
<br />2.90 in
<br />+(-72
<br />2TAIn
<br />6.13 h1
<br />2.4R IA
<br />>YHI4 JC.fYCLJUIt IVV I C9:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD a PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH
<br />POSITIVE
<br />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 />(`F-TRACK• STUDDED ANGLE, ETC.). USE 6.257
<br />0•C, PAN A FASTENER SPACING TABLE VALUES FOR
<br />ALL "H"- AND "U'-HEADERS (INCLUDING BUILD OUT
<br />coNelnons).
<br />3. LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NETT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2- SCHEDULE IS REQUIRIED FOR USE WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION. BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN A" WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQU[R81 AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING 15 R UYREb.
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES: -
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULES
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />E ARA E EN WEER NG N ACCORD NCE WITH THE SEPARATE
<br />P T G 1 1 A
<br />GOVERNING CODE PRESSURE RE IREMENITSAS N p�
<br />DETERMINED IN CCORDANCE WITH AS
<br />7 AND CHAPTER
<br />1609 OF THE FLORIOA BUILDING CODE SHALL BE LESS THAN
<br />OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />PRESSURE CAPACITY VALU ES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN.
<br />GENERAL NOTES:
<br />a
<br />119:1
<br />m
<br />BEEN USED IN THE
<br />)]ELT
<br />ALL M RESPONSIBLE
<br />1I5 DESIGN WHICH
<br />ll
<br />TALL f!E REQUIRED IN
<br />JS CONTAINED
<br />CALCULATIONS AS
<br />BASED ON MAXIMUM TESTED
<br />Y BE OJTERCHAHGED AS FIELD
<br />CUNTEO VERTICALLY OR
<br />I SHALL BE EMBEDDED TO
<br />ALL CONCRETE ANCHORS PER
<br />TO INSULATE OR PROTECTALL
<br />0 PREVENT ELECTROLYSIS•
<br />AL DATES STRUCTURAL DESIGN AS
<br />N BY CANTRACTOR, tt. al.
<br />YGI VEER FOR ALL COSTS DAMAGES
<br />RE6U LTwGTROM HATERIAL
<br />TRUCTION PRACTICES BEYOND THAT
<br />h FEDERAL LADES N FROM
<br />'REIN NO ADDITIONAL
<br />NTENDED
<br />.R MAR%ING$ TO THIS DOCU NEWT
<br />IS CERTIFICATJON.
<br />IELED WITTA MINIMUM OF (1) LABEL
<br />VISIT ECALC OIS1543
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<br />FOftALWT,ONAI PLAN! MPORiBdI®DWCe4
<br />T MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
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<br />2B"
<br />22"
<br />24"
<br />0'
<br />24•
<br />23'
<br />26"
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<br />24"
<br />a'
<br />24"
<br />23'
<br />29
<br />2.66 SA
<br />23'
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<br />21,
<br />11"
<br />30"
<br />31.
<br />11"
<br />3or
<br />23'
<br />3O'
<br />TV
<br />33"
<br />WIN. t"F Tivok
<br />24"
<br />24"
<br />2,C
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<br />4W
<br />24"
<br />48'
<br />36•
<br />5a"
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<br />TMck
<br />25"
<br />26'
<br />31"
<br />R".
<br />Sr
<br />30'
<br />50'
<br />75'
<br />Sa"
<br />31•
<br />55"
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<br />11"
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<br />31'
<br />[ixad. Moult
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<br />24"
<br />24"
<br />314B"
<br />W2e'
<br />41'
<br />24
<br />46"
<br />0^
<br />24"
<br />2-•
<br />2a"
<br />M
<br />"F TTack
<br />2A"
<br />24"
<br />24'
<br />3D"
<br />46"
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<br />29"'
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<br />24•
<br />4W
<br />30,
<br />Sr
<br />SW R
<br />23
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<br />11'
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<br />11'
<br />xr
<br />23
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<br />a3
<br />"C Tndi
<br />2r
<br />26"
<br />2B'
<br />33"
<br />S'Y'
<br />55"
<br />31"
<br />S3"
<br />28'
<br />33'
<br />33"
<br />Sr
<br />COtiDm9A'S ATTOP OP ROiTGM. PAN¢ 1EfYGTHS.!@ THAN i11PBB ACTED 1N FABLE AEDVE ARf NOT
<br />ACCFPrAALE
<br />En
<br />2. NG SEAMATIO# M MrtASa 15 ACQUIRED tYHEN'RAIiFt LtNDrn 1S GRATEA THAN THATNOTEDFink
<br />RESPCSTtYE MOUNTING COMNNATIPN A60-
<br />3. SLOE CLOSURES REQUIPEa NR ALL BVILDWF MOUNTS IN TA9.E AtXYVE. WHERE SHOE CLD". VAMARE NDT
<br />UN
<br />USED BUILOOUT HWJNTI CONDITIONS, JIREP SEPARATION FRG" GLASS INL •F
<br />C4 4BE PER OE
<br />t�
<br />4. T ARPI. ES arnH zzaiws'm PR wOHOur Srn[H ePLrslaND xeoa Puk?ES, a emH WITH wwEL
<br />12A- 6.2 FASTENERS AP DA T 6. C.
<br />PA QO5UAES.pBtt
<br />S RNGT
<br />l U i t P TPP BOTTOM
<br />DETAIN3b"WNGA SOIJNTI A ITT SHIHIN
<br />OMt#NO LPER PETA3L'K-I. USING NtY MO4WnnG tVNBITtON 5f1OWN rNYHETiE P0.tWfNGS.
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<br />FAOM 1NiER10R
<br />ADJACENT
<br />S
<br />W
<br />PANEL
<br />fe
<br />Q
<br />SII EI BOLT OR
<br />MACHINE SCREW YMW 4-OwHOLE
<br />-�
<br />eY M•I NUT 4 WASHEREDWPNfiNUi
<br />WJ IN6IPE PACE
<br />Q_ - _
<br />--. -
<br />T1OPTIONALINTERIOR FASTENING DETAIL
<br />L_ N.T.S.
<br />WINGNUT9 L Tii0,G
<br />(COnNeCiS BeITOM fYg3AT
<br />EXTRUSION RAD)K£NT';
<br />PANEL) yy
<br />'aOTTOMH INYPB n5 12AS
<br />COT
<br />PLOD rr�r.
<br />M OPTIONAL EGRESS PANEL DETAIL
<br />iMTERI4R "Jet ING
<br />0.09A' t'-0,060` 2.250" JEA„e
<br />2.250".-a',060"
<br />o 7sD" pp� yypp11 . a ' � aw uN u.c:. 625
<br />0:094" "8.125n O.a99'' g.
<br />0,125"
<br />PT0394" TYR TM
<br />.D448
<br />-0.3 0,094" L. Li _6gg B
<br />_
<br />0.062"
<br />In
<br />W
<br />$ D
<br />`v0.D62"
<br />.. o^ -t.e " 4, .I. Tom.
<br />1 93 3O :L� 0.125" U1
<br />0.375 D62
<br />D. z E
<br />I
<br />r D062" T P ._16
<br />�
<br />Y
<br />DD z.aao 1.3s. •. 250 -I " �--
<br />�� ,030" � 2 D00 t w
<br />2
<br />1.180" �'N"HEADER 3(�J �EwBD-D /`B\SIIA/N�LE<��
<br />3
<br />3,380"MAX. 7 :0.3t3"
<br />' 1.51 1.56i7"lam-1t.5fi0" 1 510" 0.365:" ,31qa"55„ D.376"" R ..ppL
<br />Q.655 D.i9 ��33'
<br />I -12.5W'PANEL COVERAGE 0.179' [
<br />" s, p� ii� ;, ry+ 0.524" 0.250°I �0.050" a ..• p W
<br />14,675"PANEL LENGTH 3S I L[G {D, 545 SAD" + LIDO
<br />4 D 111 DE2ECT ON
<br />T��D,O90" .0.o9b'�xwYre+ri, 0T 215'-� d•215' o.OSS ozi o". RD 135' .NOS' N
<br />TYP. 0.700"
<br />p, D.090" 0.957"
<br />v BLILD-auT "r TRACK IN 1R"7YP.
<br />n I B "F" AN _ TRA a " x W -ERE3 Yn NCWT R iL
<br />_ 0.313"
<br />M1t-r P, ..'P - M.
<br />E LEG d W
<br />III[�rjLa�. DTA <TiDN
<br />F
<br />TI A
<br />X 1LLL41 t Y^-3.aDD":O'.Iry2�. RP/ERSED {{{LLL rd>� fl.��
<br />a +� U it ru.ili "F' xNlffiE - TfiACN [EXTEN�07, Z 3 " qZ y
<br />I S Yl ^n 4
<br />ry ct v [ .zxT[P. W
<br />OVERLAP 11 �2S"MAX. DTi�'.{[
<br />4"MAX CDRNERCLOSURE-AL 1 jyg
<br />9 A MAX
<br />f net.25" MAX. a
<br />L ti I• ti.E
<br />Fnn LLU rtJX
<br />r. n Inn BUILD -OUT i n`:b. rrcln-'Tr G' O".3 RWr i.1. - :•.T'•dJ-"+'R':.YT-fFn'
<br />O S ANCE
<br />r1 I Q
<br />EMBED
<br />S,DDD" m >r 1 .Te .J.P sT .F tseE rJ HeT,+s 1F•.x
<br />OVERLAP
<br />Pu�Mi u,w. 3.820" a =
<br />,_Ly MAX...'1�
<br />N '�.25" MAX. m $ P3
<br />Tso
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<br />' MEN. W
<br />St TA
<br />MIN ImD Lx Y IP F Y �,�11
<br />r.F'3.L ^CORWERCIDSURE DETAtt
<br />�: U� EMBED
<br />/1TRAP MOUHTCLOSURE DETAIL O R^r...0 9q 1pp1�� F II.T.S
<br />ANCHOR SPACING SCHEDULE:.
<br />24 GAUGE PANELS„ PANELFASTENERS Q li S O.C.
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<br />EMMA
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<br />ANCHOR NOTES:
<br />1 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHAU.APPLY
<br />2. ENTERANCHORSCHEDULEBASEDOINPP NEL FASTENER SPACINGT E EXISTING STRUCTURE
<br />R H
<br />MATERI & ANCHDRTYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAM.S ELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE)
<br />3;. "PANEL FASTENERS' ARE STU DB USED IN CONJ NL71ON WITH ALL MOLJN77NG EXTRUSIONS
<br />(P"-TRACK STUDDED ANGLE,
<br />USE 6 25 O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />LTC.),
<br />ALL"H"-AND °U"-HEADERS (INCLUDING BUILDOU7:CONDITIONS).
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
<br />HOLLOW al CK HOST 5 RUCTURE SHALL CONFORM TO ASTM C90 BLOCK.
<br />5, 4 H T
<br />6. MIMMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE,
<br />7. MIMMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES 5TLICOC, FOAM. BRICK, AND OTHER WALL
<br />FINIS HIS WALL FIN15HES SHALL BE LIMITED TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN CRACKED CONCRETE ONLY.
<br />9. 'WHERE EXISTING STRUCTURE IS WOOD FRAMING EXISTING CONDITIONS MAY VARY, FIELD
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD: FASTENING:
<br />TO PLYWOOD I5 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4^ (MIN.) WOOD. STUD (W° EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING) WOOD'STUD SHALL BE `SOUTHERN PINE" G-0.55 OR GREATER DENSITY LAG SCREW
<br />SHALL HAVE PHI LLIpS PAN HEAD OR HEX HEAD.
<br />11: REMOVABLE ANCHORS ARE: DEWALT PANELMATE ALL POINTS SOLID SET & BRASS BUSHING.
<br />12. MACHINE SCREWS SHALL HAVE 1/2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE ETHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
<br />I MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />14. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES,
<br />I5, * DIRECT MOUNTING CONDITIONS.
<br />Ill. LINEAR INTERPOLATION 15 NOT PERMETTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET
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<br />SHEET NO.
<br />SH 1s5
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