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<br />EZi W/i8 ANCHORS
<br />-_.._---- (SEE SECTION Eft a ALTERNATIVE EZIW ON SHEET /e)-_.- '
<br />1 snj f4 ]� a (SEE i• 16r,.
<br />i "O(SEE NOTE 2) -�W� .NOTE 2)
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<br />in' O O OO O O0 O O 0 1 i- -1
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<br />i .
<br />( O l• 1
<br />ENU PANEL)` (INTERIOR PANEL) I (INTERIOR PANEL) 1 (INTERIOR PANEL) (END PANEL) MILK .�
<br />ISEE NOTES 2. 3, 4 ` Ile{ i I SEE NOTES 2, 3. 4 6 '.O,
<br />- 1 I_ I I_ I i I _ t
<br />PANG. l/]IGni
<br />02
<br />_ _ - _ �f I _-I SDL� PANE15� AW/'tip,
<br />t/L OVERLAP
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<br />1 'SEE I• Min
<br />NOTES W ANCHORS NOYE 3
<br />I
<br />(SQ SECTION Qi @ ALTERNATIVE QIW ON SHEET tor) -._ -._. _....._
<br />EZi/18,
<br />EZ1W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (i� SYSTEM (t)
<br />SCALE: 3/32'=1'
<br />\ -" -
<br />SECTION A -A S,StiH1111NINNArk
<br />SCALE: 3/32'
<br />ENGINEERING
<br />ENGINEERING EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number. 17M.1- R2
<br />EX Project Number 20-31543
<br />Product Mamllachaer AM AmarKsn ShuRere and Glass
<br />ManulacknerAddress: 1S40 Dame Road
<br />VVest Patin Beach: FL 33409
<br />Product Nams & Description: 24ga Galvanized Steel S/onn Panels
<br />Large NDW19 Impact Resich"
<br />Scope of Evaluation:
<br />This Product Evaluation Report a being lasusid W accordance with the requirements of the Florida
<br />Dep nmem of SusRHess and Professional Regulation (HoMa Blildhg Commission) Rule Chapter
<br />61G204.005. F.A.C., for stelewide acceptance Par Method 1(d). The product noted above has been
<br />tested entlkr avalueled see summarized herein to stow conwb ce With the Florida Building Cow
<br />Seventh Edilfon (2020) and is, for the purpose intended, el least equivalent to that required by the Cade.
<br />Re-avaNwtlon of 1Ms product shell be required t illpNi g pertinent Florida Building Coda maA6o0ons or
<br />SubstantAWng Data:
<br />EX dmwbV #2031643 tided'249a Galvanized Steel Storm Panels (HVHZ & Nae1-1 1 -. Sheets 1-5.
<br />prepared
<br />bV Report ft Express, signed & sealed by Prattle Bemsrdo, P.E. la an Integral part of MIT
<br />♦ TEST REPORTS
<br />Uniform slak structural performance has been tested In accordance "IT TAB 202 test standards par test
<br />repoR(s)SBT-ASG-17-0= by BlackwaterTeaWg, Inc,
<br />Large miWk impact re:Ntmce and cYck loading perlonrence has beeri tasted In weDrdence With TAS
<br />201 and TAB 203 test standards per test rep od(s) NOT-ASG•17-001 bi, Biackvster Testing, Inc.
<br />STRUCTURAL ENGINELERING CALCULATIONS
<br />Structural engineering ceWttetonc have been prepared which evaluate the product based an
<br />co penatve andtor rafloost anayas to quaI4 the lolowing design crilerre:
<br />1. MasNrKun Allowable Spats
<br />2. Minimum Allowablo Spent;
<br />3. Minimum Glass Sepetatko
<br />4. Anchor Spacing
<br />160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1 (866) 396-9999
<br />TEAMeENGINEERINOEXPRESs.COM
<br />ENGINEERINGEXPRESS.COM
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<br />IIs ;AST PANEL©TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />FIRONOED W1 REAL( I4ANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO St INSTALLED FROM INSIDE OF STRUCTURE.
<br />NOTES
<br />(1) 0�(`t1QLON OF SERIES 2ODT: E-Z HANG STORM PANEL SYSTEM
<br />CONSISTNG OF PANEL Cont. TRACKS TOP 3 BOTTOM.
<br />(2), END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR (1) SHALL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION
<br />SHALL. CONSIST OF 1/4'e-20N3/4" M.S. W/ 1/8"#.3/32' WING
<br />NUT OR 1/4•013/4" Min. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLIT FLANGES OF END PANEL.
<br />(4). IN CASE T.AT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A STOP BAN IS ONLY USED Al TOP) AT LEW TWO
<br />PANELS SWU.L BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY VALID FOR WINO
<br />SPEED UP TO t70 m.p.h.
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized St6d Storm Panels
<br />No M% Increase in allowable stress has been used In the design o1 This predu➢L
<br />Separation hom glazing is not required for installations, outside of Wind zone 4 and essential facilities.
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated Be evidenced In previously Nelad test report(s), and is
<br />accounted to M the ortgrrleanng deai(pl of tha product.
<br />YWnd Load Resistance
<br />This product has been designed to resist Wind WAS as (ndicatad In the span schedule(s) on the
<br />impact"Product Evelustlan Document Pe. ergMeerinl dreWdng).
<br />installation
<br />This product WON be Nistalled W abid CO pManee With R6 respective Product Evsluadw Document (I a
<br />engrieeihtg drawing), along with all oomponents noted tharein.
<br />Product components shaN be of the material speaaed In that product's respective Product Evaluation
<br />Document O.e. ergNFesrmg drawing).
<br />Llm/tations & CondWons of Use:
<br />Use of (hie product shall be In Brut accordance with the respective Product Evaluation Documeid O.e.
<br />engineering drawft) as noted heroin.
<br />All supporting host Structures shall be designed to realet all Superimposed tads kid shall be of a Material
<br />Nded in this product's respeclive anchor schedule. Host structure conditions whkth are not accounted lot
<br />In this product's mapecWe anchor schedule shell be dasigried for on a eite•speciRc basis by a registered
<br />prolesoom e111#10"
<br />AT amponnards which are pamlanenty hs akd shall be protected agehat corrosion, comaminstilm, and
<br />other such demsge at all Or nes.
<br />This product has been designed for use Within and oul" the High Velocity Hurricane Zone (HVHZ).
<br />Respectti111y.
<br />£V144
<br />,.n
<br />09' ... 4yN2lIN /
<br />Frank Bennardp, PE
<br />EmaiwF(tm EwR1ise
<br />6PE0046549 I Con Audi 9885
<br />160 SW 12 T" AVENUE SUITE 106, DEERFIELD BEACH, FSD0.taA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAMSENGINEERINGEXPREss.coN
<br />ENGINEERINGEXIRESS.COM
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<br />INSTALLATION DETAILS FOR
<br />INTO POURED CONCRETE, CONCRETE
<br />SERIES 2000 E-Z HANG
<br />BLOCK AND WOOD
<br />STORAi PANEL(J)
<br />STRUCTURES
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<br />SCALE 3/8-1'
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<br />EZ1Vt
<br />SCALE 3/8-1-
<br />HH4/1N/1N
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<br />NCIF3 's MIN. PANEL LENGTH
<br />DESIGN SHALL BE V-6'
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<br />O. 44
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<br />-am TLmal 1Nc
<br />FLORIDA BUILDING CODE n High Velocity NUITHcane
<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />Zone
<br />CA,'n.
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. ASD.
<br />PRESSURE RATING ♦/- 40.0 p.s.f. AMC 8'-0' MAX
<br />PANEL LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
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<br />i LT I E G O ties, PROTECTION PRODUCTS. LLC.
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<br />MEMBERS TO BE 5N)UTHERN PINE No 2, W SPECIFIC
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<br />ALL AMERICAN SHUT'ERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />f--(PERP, TO PANEL.SPAN)---�
<br />T'OP MOUNT (CONN
<br />Tr PE AS REQ'D)
<br />SECTIONS
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<br />IALA100T
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<br />OVERLAPS O MlO5P
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<br />APPROPRIATE SPAN
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<br />PLAN VIER!
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<br />QOTTDM MOUNT
<br />(CDNN TYPE
<br />REQ'D)
<br />110,741' -
<br />MAY BE ATT ��_-,:'� 03i
<br />a eorrOM
<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />1 N.T 5.
<br />KNATIFON
<br />TOP MOUNT
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<br />TYPE AS RM'D)
<br />OBSTRUCTION)
<br />PANELS MAY IM NOTCHED AS ftt3Zl1[RET,
<br />OFIIONALW'-2DSTTICH
<br />BOLTS WITr'I'WASHERED
<br />PROVIDER 7HAT MNNECTtbNS AND
<br />ANCHORS. ARE USED WHICH SATISFY
<br />WMNUTS FASTENED
<br />SFANS ABOVE a BELOW DUSTRUCTION.
<br />OVERLAPS 0 M OSPAN (USE
<br />RPMORRIATESPANTABM)
<br />VERTICAL MOUNT ELEVATION
<br />NOTCHED PANELS
<br />1 N;T,&.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24GAIICf PANELS
<br />MMM4UNA STORM PANEL SEPARATIONF ROM GLASS
<br />14V2.WRD MNE4 ESSENYMU FACILITIES) I
<br />' MAXIMUM
<br />ALLOWABLE
<br />INSTALLATIONSU3S INSfAUATIONSGRFATER
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<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DIMON LOAD is PAN& FASTENER SPACING M
<br />DETERMINE RULE I M ALLOWABLE STORM PA N&
<br />SPAN. SCHEDULE S ACCEPTABLE FOR USE WITH
<br />NEGATIVE LOADS LESS LOADS.
<br />OR EQUAL TO
<br />NEGATIVE DESIGNLOA05.
<br />2. *PANEL FASTENERS' ARE STUDS USED IN
<br />CON)UNCTION WirM ALL MOUNTING EXTRUSIONS,
<br />(•F"-TRACK. STUDDED ANCTI.E. ETC.), USE 6,25'
<br />OBL .C. PANEL FASTENER SPACING TAKE VALUES FOR
<br />ALL 'H"- AND "U'-HEADERS (INCLUDING BUDD OUT
<br />CONDITIONS:
<br />3. LINEAR INTERPOLATION BETWI EM LOADS IS
<br />ACCEPTABLE. OTHERWISE USE NEAP H/GAR LOAD.
<br />1, ENTER SMN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETIMIM E
<br />MINIMUM ALLOWABLE SEPARATION PROM THE OPENING TO BE PROTECTED.
<br />i. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE (DADS ONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHE APSE USE NEXT NIGHER
<br />LOAD,
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND 21NNE5 1 THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING 15 ED.
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES: tll�%
<br />AS NOTED IN GYESIGN
<br />DESIGN NOTES: scHWuLEs
<br />POSITIVE AND MEWTIVE DESIGN PRESSURES CN.CLLLATED
<br />FOR USE WITH THIS SYSTEM:'SHALL BP DETERMINED PER
<br />SEPARRRA�lTppE EHCiOI NG IN RCEORA HCE WITH THE
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<br />O NC HEMH/d1 lEB6 THAN
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<br />PRE56URE CAPI�ITY VALUES LISTED HEREiN.FORANY
<br />A _%EM RE AS SHOWN.
<br />GENERAL NOTES:
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<br />DETAIL
<br />"B
<br />INTERIOR FASTENING
<br />A1
<br />I-2.250' p.094ft-1
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<br />D �Q7 >
<br />�,125b,7S00TYP.TlOCA w,iYP. iTYP ' ,.141930° I:930• D•4.11+i�6250". -i 2,Ob0° (- +I 2.W0`11�1Di[Z77■■
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<br />a 3.390" KAX.31' 0^.ri]!3g"2 NFr' 1'J'ItF 'dal¢ x
<br />1.51 1.%0'1-�1.560` A5100.
<br />r 0.179•,L•,I 17•655 OlT9D`�I I1=0�655 b.375 �55 0.350" 1.007'
<br />5 12.500' PANEL rAVEf4AG II 1- "k L Wµ1 0
<br />5., N�, Q.A 0.250' ODSD' 4
<br />` 14.675" PAflELLEN �> nn �-f LE0 �0•Sa5 .150 4��1
<br />T� 0I"OCT10N
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<br />f l^J 0.188"-T 7 N here .23" MAX, T�
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<br />mar x Sh
<br />/\TRAPNWmCLOS1IPEDRTAY Y9fa n-*�L�if Nr 0.e@'
<br />NTS l Ioil
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANELFASTENERS. 12.5" O.C.
<br />2.3' EDGE DIESTANCIE
<br />=1,
<br />F
<br />"
<br />MAx DegreeD
<br />YICMO0. PResasex
<br />IYPT PaP
<br />T 61-6
<br />1 MAMN UPTO V
<br />I 9 UP T -10'
<br />rdMla 1T►!
<br />] fT D3 {
<br />f C
<br />FDMN TYPE
<br />Cf C2 L CO
<br />3
<br />OOaM TYPE
<br />f2 C2 G
<br />]4•, 134'Dl OtD
<br />I c
<br />DFWAtTU1TR,bC011 ei
<br />Ise
<br />3 .s'
<br />a
<br />I r
<br />o9
<br />2z 5'
<br />1 6A
<br />10.2
<br />6A'
<br />1 5
<br />x
<br />I5.0" el°
<br />61
<br />32 S
<br />Lix,
<br />36 .0"]La'
<br />8.0'
<br />id5•'
<br />1 fill
<br />8.2
<br />5.5•
<br />125"
<br />SO B.1
<br />95'
<br />1 S
<br />t
<br />12.e
<br />3 D"f1"
<br />b 0
<br />1 6.01' A7"
<br />d
<br />a s'
<br />P
<br />129"
<br />rBe
<br />80
<br />6i
<br />el
<br />i4"
<br />SA'
<br />r2 8"f.b
<br />l -3'
<br />L
<br />6 ]
<br />16.0 61
<br />54'
<br />341
<br />12.5'
<br />16.0" '
<br />5 4
<br />1 5"
<br />z
<br />D
<br />el"
<br />SA-
<br />125'
<br />16.D aY
<br />5 4"
<br />11'YIMXI, 33
<br />OfWAR ULTRAfaro 4I.
<br />4B
<br />92
<br />Il.S
<br />3b tl' 361T'
<br />SiP
<br />1 .r'
<br />iG,e '
<br />B '
<br />1 .11'
<br />71. 0
<br />1 25"
<br />E.D S
<br />G 4
<br />T"
<br />1 S
<br />Y60' 7
<br />9
<br />15'-
<br />D
<br />''.
<br />11.5
<br />6.0 20
<br />91Y',:
<br />12.5
<br />0"14.Y
<br />IS
<br />12. '
<br />]6➢
<br />13.9
<br />9.]
<br />-125'
<br />LII-0 S1A"
<br />9]'
<br />12.T
<br />1e0"]a.6'
<br />}i -
<br />12.3"
<br />1&0'
<br />116
<br />A9'
<br />I25'
<br />1fi.0 ]
<br />9:viI
<br />260 119"
<br />Pr
<br />ii.5'
<br />190
<br />11.9',
<br />AS'
<br />12,e'
<br />6,6 215
<br />P9"
<br />�
<br />♦'YF 4" M11H1 E3
<br />JLIr1 N,inlrs,loua stT
<br />'N.'J•u: •_ ss.i 41
<br />48
<br />yl( N,%'ILP 92
<br />LR�=, 7
<br />13.5
<br />Mo, 1 '
<br />6CI'
<br />]6JY'
<br />1 1'
<br />P
<br />14 D
<br />1 T"
<br />S
<br />- 3A'
<br />1
<br />-
<br />4P "
<br />S
<br />itl.0 1{ O
<br />11 9"
<br />13.7'
<br />18.0" 16d'
<br />33.0"
<br />S 3"
<br />'
<br />1LS'
<br />l0A"
<br />12,6"
<br />16.0 3 S.
<br />30.T'
<br />12.5
<br />12:5
<br />SFi6' 1S6"
<br />SB G' 14,d"
<br />133'
<br />fY 3L'.
<br />12 5'
<br />125'
<br />Se a
<br />16 D
<br />125"
<br />Yt9"
<br />-1,-
<br />1,
<br />!p•6
<br />12.5"
<br />12,9"
<br />1E0. 2I.5"
<br />18,0" 54.3!..
<br />10.6'
<br />10.9'
<br />1 S
<br />16. ' 1 S'
<br />1 '
<br />12.5"
<br />6.0
<br />245
<br />1➢.. '
<br />12,5"
<br />.0" 32.8"
<br />10.6"
<br />,I( 7 w FMe., 73
<br />VH' ' " 41
<br />40
<br />X s2
<br />2-5"
<br />12.r
<br />1 C' 1 W,
<br />lea• stiff•
<br />Ixa'
<br />III&
<br />1.S
<br />12.5"
<br />IfiA
<br />14➢'
<br />1 3r'
<br />f9.7"
<br />ta.d
<br />13A'
<br />12
<br />12.5'
<br />>d-0" 1 A
<br />I8:0" it 6`
<br />iz
<br />11.3"
<br />12.3"
<br />10.0' ] D.
<br />]ht"'
<br />lP_]"
<br />1tl p
<br />I2.6"
<br />le:N 143
<br />it 8"
<br />12.s
<br />360" 16 '
<br />]2d1^
<br />125"
<br />16A
<br />SS'
<br />12,Y' 12.s•'
<br />16 ,5
<br />.2'
<br />S'
<br />"
<br />I6. • 5S'
<br />2"
<br />2.5"
<br />ED"
<br />DISTANCE
<br />lA
<br />8
<br />7/36-FS-WP O16m 31
<br />IN NNI„ W:DN 41
<br />A9
<br />sz
<br />72
<br />T Iu1no »
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<br />IR NI NIr :RN 4
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<br />72
<br />l4" I- 4'xa HI 3
<br />/ r I/ N 3
<br />33 tArTAN +1
<br />4e
<br />51
<br />2
<br />@.25
<br />6.25'
<br />a2s'
<br />12.
<br />1z.5"
<br />131,3"
<br />T.1"
<br />63°.
<br />b.
<br />16 s fiT
<br />5:15"
<br />6 T5'
<br />7,1" - 635•
<br />& ' 1
<br />1 2
<br />.x' lDl]'
<br />6.Y"
<br />165
<br />It
<br />rizs"
<br />6.29'
<br />6.25
<br />12.3
<br />12,5'
<br />13.7"
<br />30.1r
<br />143"
<br />ell 7:r 73
<br />15 d" 60" 5.0
<br />63]"
<br />4P5"
<br />%Z1"
<br />1
<br />8.25"
<br />D3"
<br />&3"
<br />4.3
<br />1 Yk'
<br />3
<br />10 e
<br />aa1"
<br />b.29'
<br />25"
<br />32' 62S"
<br />fA'
<br />4 2' 4.d' .25"
<br />sea'
<br />A7' TeReettle
<br />9 7
<br />.0 6 4S"
<br />t2 9
<br />111 7 4 0"
<br />1z.!^
<br />n or 11" Sa
<br />a2s•
<br />a T
<br />4 1•
<br />4:1r•
<br />,ev"
<br />1➢.T a i
<br />a pt
<br />"is"12r
<br />d ' W
<br />a25,
<br />ur
<br />a
<br />4.0'
<br />6.21"
<br />0.7 41'
<br />4.p•
<br />b,25
<br />07' A-1'
<br />6.25"
<br />ID 7-
<br />dL'
<br />+
<br />-s4r
<br />10.7 4.1'
<br />40'
<br />D
<br />s
<br />1M.I IIM ~11 ;!
<br />ALL lamas SOLID SET 41
<br />44
<br />adz 92
<br />Tl
<br />SZ!V
<br />11 Y 143" 113"
<br />12 S'
<br />3&0
<br />9 T"
<br />7 '
<br />Zi"
<br />to 0 4 T
<br />A'
<br />12.5
<br />160•ILr' Rl-
<br />12.5"
<br />160
<br />7.8'
<br />6.8
<br />12,5•
<br />.0.78
<br />62"
<br />12.5'
<br />%V' 9, 7.6'
<br />IL5
<br />Si 0
<br />T 7'
<br />6.2"
<br />/24"
<br />16A. 7 7
<br />62"
<br />12.r'
<br />1ZS'
<br />260• &
<br />ISA- 77"
<br />.2"
<br />62
<br />1T:5•
<br />SZ!"
<br />Is' all
<br />16e
<br />T7"
<br />`
<br />6.2',
<br />'
<br />12,5'
<br />L2. S"
<br />16.0 77
<br />>b-0
<br />62"
<br />1/4'•P L J{M aeED 3
<br />uYWwl PAN IrvAI. 4Y
<br />48
<br />62.
<br />72
<br />12:r'
<br />180" 6.4"
<br />99"
<br />B.I9"
<br />33 9
<br />4 4"
<br />4.1-
<br />629"
<br />10.2 4 0'
<br />3J'
<br />125'
<br />13.4' Sz"
<br />49
<br />1545"
<br />R3
<br />36•.
<br />3"
<br />62V
<br />9:2 1
<br />13"
<br />,6.
<br />S' 4A"
<br />0.1'-FS.25"
<br />2'
<br />Y.5"
<br />13"
<br />4.15"
<br />9.2
<br />1.3'
<br />b.25
<br />6:29
<br />TO.
<br />14.6" il'
<br />92' ]'
<br />910'
<br />33"
<br />62S"
<br />e23
<br />¢.
<br />3;2"".
<br />3.5"
<br />A3"
<br />629'
<br />11
<br />P.2 35'
<br />3,3••
<br />a 4" m6E EISTANCE
<br />1�
<br />p
<br />II
<br />Msa seaee
<br />ANCMOR Finamst
<br />/ e ("Pi
<br />IlP,P vN IP In d'4X
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<br />COMNTST! two TYPE
<br />Cl.12 O CA LZ 13 C4
<br />�pit_7H!
<br />kl CI " C+
<br />A
<br />v4^ N 2^ A3+e® 23
<br />Ill al'Shw 44
<br />48
<br />5z
<br />7z
<br />l . 5
<br />60' Sfi0
<br />ID,9" 125
<br />fill
<br />l6 U• 7.
<br />1; S
<br />fill" 8
<br />S 6
<br />IL!'
<br />16.0' SGO
<br />68' 12 S
<br />le A
<br />RSA el
<br />l2. T
<br />ie 34 a e.➢
<br />➢
<br />11.5"
<br />3 16,0
<br />p
<br />7 r 12 '.
<br />1b0
<br />L4 T 62
<br />32
<br />1 :0 lA 7 6 0
<br />11.5'
<br />LZ
<br />160 LAD
<br />130• use"
<br />69 Sl
<br />60 lz.r
<br />I60
<br />i60
<br />147Jrfi
<br />1476D
<br />12 S'
<br />12S•
<br />]&0'147 6 P
<br />I6IT'3 T fill 4
<br />D
<br />.14 M51M. a 1 t/2' 33
<br />WOOb BCRPW 41
<br />ill
<br />52
<br />72
<br />12.5
<br />3 60 16.0°
<br />101" 32.5'
<br />16 0'
<br />11.1" 2.01
<br />12.5'
<br />i8A SC 6' 6.2'
<br />k2.5
<br />160' 1 S"
<br />0.
<br />&1 12.r'
<br />160'
<br />97 5S"
<br />.Y2, `
<br />fill" 97- sb"
<br />S .
<br />12 5
<br />11.5
<br />25
<br />16 0" ILO"
<br />Ttl 0" Sta'
<br />LSO' 9S'
<br />] - 32 S'
<br />0
<br />6. {" 11.5'
<br />S.d• S .S'
<br />1 6,0
<br />16.0
<br />!fill'
<br />9 " 5 '
<br />6 5
<br />e.6" ]-T
<br />9.6" 56"
<br />SL '
<br />]25'
<br />12.5'
<br />1L0 9 S "
<br />to 6
<br />]6A 0.E !.e"
<br />.0" &a" 5..6"
<br />U4"AFIte MNED 93
<br />TAPCAa•CFA6• 41
<br />y 40
<br />T 5
<br />7
<br />1T:1
<br />I 1_ ,
<br />160" 23.3"
<br />12:
<br />12.5
<br />16.0'
<br />16.0'
<br />is '
<br />9.2"
<br />12. '
<br />IZV*
<br />6.0 10.2'
<br />b.9' 9.2'
<br />12.5
<br />LLS
<br />60" 1.1.4'
<br />10,8"
<br />Sell 91"
<br />ILYI
<br />12.51
<br />lZs!'
<br />161r
<br />70"
<br />16.0'
<br />9.1" -
<br />.1•'
<br />a-.L'
<br />12.
<br />22,5'
<br />12.5•
<br />is. 9.1.
<br />41.11' 41"'.
<br />7r 15' I BI6fD 73
<br />All HON1M ANAxrt• 41
<br />w00D 6USADtc 48
<br />�[ M„ral i2
<br />Lrla� 7Y
<br />r
<br />O'
<br />s . '
<br />7. 1 .S'
<br />25,r
<br />6 " s.
<br />12,r'
<br />3• 4.
<br />13.e" s. s
<br />l 3"
<br />167 ,0"
<br />3.9' 12.3'•
<br />433
<br />es" 4]'
<br />23.
<br />12.4" 4.11" 4.1'
<br />12.5
<br />I A' S.r
<br />0" 1125'
<br />12"r
<br />4 7'
<br />6. 5-
<br />12,3' 4.7R •'
<br />t .5'
<br />3
<br />11.2 55'
<br />0.7• 8 PS'
<br />12 3'
<br />4.7' • 4A'
<br />25•
<br />G4.T
<br />.0
<br />12A. a "
<br />6.25'
<br />2.3" a. T"
<br />4.0•- 6.25'
<br />SZ i"
<br />e. T" a.0"
<br />621 123"
<br />4. r"
<br />ANCHOR NOTES:
<br />{ ANCHOR SCHEDULE APPIES TO ALL PRODUCTS OERTIFTEb HEREIN, BU7 ONLY PROVIDES
<br />MAIINUHALLOWABUEANOHOR SPACING. HMMUMALLOWABLESPANS AND PRESGURE3SINDICATED
<br />I N SPAN SCHEDULE SFVLLLAPPLY.
<br />2 O NTERANCHOR SCHEDULE aASECON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, Is ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />SHUTTER SPAN TO N AN LO40 ON UTT NO SELECT A Gld'ATFA THAN OR F_QUAL SUE MOUNTING
<br />BDE DETAILS
<br />CONNECTION Ty", gASFD ON APPROPRIATE MOUNTING mwITpGM t6EE hWWNiING DETAll5 ON
<br />EET R. E FICA bN.OF� ION 3. 2F0 ill NTI TI FaIECI TWU
<br />3. "PAWL pA57ENEN5" ARE 5T1)I15 USED IN CW UNCTION WITH All M6UNTING EXTRUSIONS
<br />('P-TRACK, STUOLTED ANGLE, ETC) USE 6.21"O.0 PANEL FASI'ENERSPACING 7ABLE VALUES FOR
<br />ALL NL"•AND •U'-HEJ.DERS (jNCLUCH NO BU)LDOUT MN0rrTONS)'
<br />4. ANCHORS SHALL BE IN'STALLEDIN ACCORDANCE WITH,MANUFACTURERS:'RKDMMENDATLON6
<br />S. HOLLAW OLOCK HOST STRUCTURE"U. CONFORM TO AWTM C90 BLOCK.
<br />6. MMMUM EMaEDMMT SHALL BE AS NOTED IN ANCHOR St71EOULE.
<br />7 MVGMUM EMSEDMENT AND EDGE=TANCE eWMDES STUCCO, K AM. BRICK, AND OTHER WALL
<br />FINISHES WALL FINISHES SMALL BE LIMITED TO L/4" MAX Gk SHALL BE VERIFIED BY OTHERS 10
<br />ADEQUATELY TRANSFER LOADS TO HOST STRICTURE-
<br />CONCRETE ANO•gR5 NOTED HEREIN SHALL BE EMBEDDED TO UN•CMCkEp CONCRETE ONLY.
<br />9, WHERE EXI9TINGSTR,UCTURE 15 WOOD FRAMING, EXISTING OO NDITIONIS MAY VARY, FLELD
<br />VER3FY THAT FASTENERS ARE INTOADEQUATE *OOD PMMRG MEMBERS, NOT PLXWOOD, FASTENING
<br />TO PLY110000, is ACC!"ADLE ONLY FOR SIDE CLOSURE PIECES.
<br />10 WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, PASTEL'ER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4" I MIN,) WOOD STUD (35". EDGE DISTANCE75 ACCEPTABLE FOR W(7pD
<br />FRAMING), WOOD GTUDSMALLBE%GUrHERN'P] "1G-O.55 OR GREATER DENSITY, LAG SCREW
<br />SHALL PAVE PH ILLIP'S PAN HEAD OR HEX HEAD.
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