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<br />--3' M-I -13•
<br />II- nth I1-
<br />'-v(SEE No1E 2) :-10.4 mm 2) j
<br />iioF(D -- --- -
<br />(ENO PANEL)
<br />SEE NOTES 2. 3, 4
<br />(NIT66PANEL)
<br />I
<br />(INTEROR PANEL)
<br />(INIER70R PANEL)
<br />I I
<br />(END PN4EL)
<br />SEE NOTES 2. 3, 4
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<br />-(SEE SECTION EZI a ALTERPNTIVE EZIIN ON SHEET tie)'--. _..
<br />EZ1/18,
<br />EZ1 W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t)
<br />s. CAP
<br />]iN1f 1V►RT
<br />ENGINEERING
<br />ENOINEERING EXPRESS®
<br />PRODUCT EVALUATION REPORT
<br />September 15.2020
<br />Application Number: 12lgB].-
<br />EX Proled Numbes 20.31543
<br />Product Mrhulachuer: Ati Anwim ShUltM and GMU
<br />Manufact rer Address: 1540 pones Road
<br />Wes( Palm Beach, FL 33400
<br />Product Name & Desce"on: 249a Galvanized Steel Storm Pawls
<br />(age Missile Impact ReWtant
<br />Scope of EvalueNon:
<br />This Product EvAiation Report is being "N d In accoNance with the regWrenwds of this Florida
<br />Department of Business and Proteeslonoi Regulation (Fbrtda Building Commission) RMis Chapter
<br />61G2D-3A05. FAC., for statewide acceptance per McMod 1(d). The product noted above has bow
<br />seated and or evakuatW as summarized heroin to slaw Lwmplance with the Florlde Suldrg Code
<br />Seventh Edition (2020) and Is, for IRA purpose Intended, at issat equivalent to that required by the Cade.
<br />Rervakuatllxh of ilk product shall be required following pordnent Florida Suikfmp Code modi6catl«n «
<br />revisions.
<br />Substantiating Deter:
<br />RR
<br />EX drawing 020.31543 Wded'24ge GaNadzed S" Sbnn Panels "4W 8 NOr►MIHZ)'. eMeb 1-5.
<br />prepared by Engineedre Express, signed & sealed by Frank Sennardo, P.E. Is an Integral pat of tlTfa
<br />Evaluation Report.
<br />RR TEST FtEPOffM
<br />Uniform static structural patormaae has Oven tasted in accordance with TAB 202 teat stePderds per test
<br />repor(s) AST-ASG-17.001 by WAck%Tdsr Testing. Inc.
<br />Large rtieoite InRped resistance ate cyLic.lwdng parbrmama has been tested in accordance with TAB
<br />201 acl TAB 203 Oat standards per teat rat WKS) a8T ASG 17-0Ot by 8lal6CWurbr Testing. Inc.
<br />STRUCTURAL EMGBMMNG CALCULATIONS
<br />St uct ral engkuarkg calculations have boon prepared whirl wakle t e product' �as i on
<br />eo�entn and« rational sesyois to quarry the following assign Lifted.:
<br />1. Mailman Allowable Opens
<br />2 Minimum Allowable Spain
<br />3. Minimum f eats Separation
<br />4. Anchor Spading
<br />160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(666) 396-9999
<br />TEANO ENGINEERINGEXFRFSS.CDIN
<br />E PIGINEERIMG EXPR ESE. CON
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<br /># LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />PROVIDEDW REAR WINDLE TO FACILITATE INSTALLATION IF N4TENDEO
<br />TO BE N45T FROM INSIDE OF STRUCTURE.
<br />NOTES_
<br />(1). WcXNMON OF SERIFS 211eD: E-Z HANG STORM PANEL SYSTEM
<br />CONSSTING OF PANEL + CDnt. TRACKS TOP a BOTTOM.
<br />(2). END PANELS SHWL ALWU�S SE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP SAR (♦) SHALL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST OF 1/4'0-20R3/4' M.S. W/ 7/6.6R3/32' WING
<br />NUT OR 1/4•ox3/4- Min. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />VgEROR MT FLANGES OF END PANEL.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (Le. A STOP EAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE 3() ABOVE. IN SUCH CASE. CONNECTION OF
<br />PANELS TO BOTTOM fRACK ANY OCCUR AT ANY PNIEL LOCATION.
<br />t INSTALLATIONS ONLY VALID FOR WINO
<br />SPEED UP TO 170 m.p.h.
<br />10 ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Sped Storm Panels
<br />No 33% Increase In allowable stress Ms been used in the design of this product
<br />Separation from glazing ls Trot required for hMSWatons, outside of wine zone 4 and essential (ac n.
<br />h/Ipact Resistance:
<br />Large Inplct Resistance has been demonstrated as evidenced in preNousy feted teat report(a), and is
<br />accounted for in the oVko ang deep of this pradllot.
<br />Wlnd Load Resistance
<br />Ttlis product has been designed to resist wind bads ss Indicated in the seen schedule(s) an the
<br />respective Product Evskmatlon Document 0.9. elgkuiming drawing),
<br />lnstelktilon
<br />This product shel be koWNed In stick compiance, with its respective Product Evaluation Document 0.e.
<br />engineering drewhig), along with of oomponerNs noted therein.
<br />Product components shall be of the mebdal specfed in that prodlN3's respects Product Evehlaton
<br />Document (I.e. a gineabg drawing).
<br />LimUadons s Condltbns of use:
<br />Use Of this product SMI be in atria accordance with the respeliive Product Evakistion Document 0.9.
<br />engineering drawing) es noted heroin.
<br />AN aWp«ting hoat ebuaNras shag be deOgnedto reel e1superimposed beds and shed be of s me IN I
<br />fated in Mkt product's respective anchor schedule. Host strucWro conditions which we not accoune d for
<br />In this produd'e respective anchor schedule chef be designed for on a aiteapsol k b" by a registered
<br />Droll-ww rrpMnser-
<br />AN components which are pwffm-ty )ndakd sh" be protected agskl ODffMiOn, mftn*k*m. and
<br />other such dem ee at aN times.
<br />This product has been designed for use WNW and Outside the High Velocity Hunfosne Zone (HVHZ).
<br />Respectrwly.
<br />IN dry
<br />OYtLY�
<br />Frank Hennardo, PE
<br />ENew-ERRIG EvRaO
<br />0PE0046549 I Cat. Auth. 9985
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM a ENGLNEERINGEXPRESS.COM
<br />ENGINEENINGEX/RESS.COM
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<br />SECTION E71
<br />SCALE 3/8-1'
<br />MIN. PANEL LENGTH
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. &S.D. DESIGN
<br />SHALL RA 2'-6'
<br />PRESSURE RATING +/- 40.0 P•N.f. AND 5'-0• MAX
<br />PANEL LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO SE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL.
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ}
<br />WIDTH UNumnED
<br />(PERP. TO PANEL SPAN)
<br />TOP MOUNT (COIN TrP.
<br />TYPE AS REQ'D) SECRONS
<br />5CLT5OPTIONALITH W0 STITCH
<br />@0.TS WITH WASHERED
<br />WINGNUTS FASTENED •
<br />OVERLAPS • MIDSPAN (USE
<br />°J APPROPRIATE SPAN TABLE)
<br />Y��i PLANVIEW
<br />4 � Irl g
<br />n 0.0.156"
<br />Z
<br />1
<br />BOTTOM MOUPIT
<br />(CT3NN TYPE AS . L
<br />REQ'D)
<br />MAY BE At T l`� 91" i 0.375'
<br />i TYPICAL VERTICAL MOUNT ELEVATION
<br />1 N.T.S. ELEVATION
<br />TOP MOUNT
<br />AS (COIN TYPEREQ'LLnaM
<br />O) (SPAN ABOVE
<br />UCTION)
<br />BOTTOM
<br />R
<br />WNT
<br />c (Cann
<br />AS REQ'D)
<br />'� -OBSTRUCTION
<br />O (LOCATION MAY VARY)
<br />ELL r
<br />P MWNT
<br />ORN TYPE
<br />R[1]'O)
<br />BOTTOM MOUNT (OJNJ lmeX
<br />TYPE AS REQ'D) (SPAN BELOW
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL W.-20 STITCH
<br />PRWIDED THAT CONNECRCNS AND BOLTS WITH WASHERED
<br />ANCHORS ARE USED WHICH SATISFY WINGNUTS FASTENED B
<br />SPANS ABOVE A BELOW OBSTRUCTION. OVERLAPS • MOSPAM (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T.S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATIONS SC
<br />HEDULE:
<br />EDULE:
<br />24 GAUGE PANES
<br />MIUMMUM STORM PANEL SEPARATION FROM GLASS
<br />4aE N F n NVNL WIND ZONE SSE 7Ml A011 ES
<br />( 1
<br />MAIM,IUM
<br />T--
<br />DESIGN
<br />jI ALLOWABLE
<br />NrmuuTIOMslF4C mNS7AWITNXKGIIGTFR
<br />PRESSURE
<br />SPAN LrnMl
<br />1 I
<br />THAN 3tl ABOVE GRADE THAN a' ABOVE GRADE
<br />( PSF 1
<br />1
<br />•/.m
<br />130.01.
<br />6106M 2.161.
<br />•-ri
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<br />130.OM
<br />6A6M 2.16M
<br />+/Jro
<br />Ia.OM
<br />6A6M 2.161n
<br />•145
<br />130A11!
<br />6.06IN 2.16in
<br />/ 50
<br />130A1-
<br />6A6M 7.16M
<br />/-SS
<br />306.61n
<br />6.06 In 2351.
<br />•/-60
<br />83.2 In
<br />6.09. 233 M
<br />4/43
<br />S9.9In
<br />all in 2.72I.
<br />• -7G /
<br />36A M
<br />6.12 M 2.9D M
<br />V-71
<br />27,0M
<br />613 in 2.98 M
<br />WAN 5UNWULC NV TES:
<br />1. eMM SPAN SCHEDULES WITH NEGATIVE
<br />OTU LOAD a U FASTBGEt SPACING t0
<br />DEETERMINE MAXIMUM
<br />ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. 'PANEL FASTENERS ME STUDS USED IN
<br />cON1UMCnoN WITH ALL MOUNTING EXTRISJONS
<br />("r-TRACK. STUDDED ANGLE, ETC.). USE 6.25
<br />O.C. PANEL VALUES SPACING TABLE VALtFOR
<br />ALL "H'• AND-W-HEADERS (INCLUDING EUiLD OUT
<br />CONDITIONS).
<br />I
<br />3. LINEAR INTERPOLATION BETWEEN LOADS 15
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
<br />1 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />I MINIMUM AUJDWAKE SEPARATION FROM THE OPE4NG TO 9E PROTECT®.
<br />2. SCHEDULE S REQUIRED FOR USE WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NW HIGHER
<br />I LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTLAL
<br />FACILITIES IN ASTM WINO ZONES I THROUGH 3. THE GRASS SEPARATION
<br />SCHEDULE IS NOT REQ J AND NO MINIMUM SEPARATION FROM THE
<br />PR (rHl
<br />MU HEAD TEN
<br />• FROY •�}/4
<br />F 1(�
<br />IpNHt011•
<br />Bf. RlB
<br />(a let llrNL _.
<br />0 POP
<br />RIVET ,
<br />MAIL
<br />PANEL LENOM 0
<br />WALL UNAMNO
<br />SCALE 3/8-1'
<br />Nu"Icote
<br />r Pwo4G1 CAP bee.
<br />MAXIMUM ALLOWABLE,s'.
<br />F°
<br />`" '' t
<br />DESIGN PRESSURES: `1 '
<br />TRgR
<br />nO51
<br />w.ta
<br />3 w
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES:
<br />SCHEDULES
<br />�ITTIIVEEyAND � NTHISEGATIVE
<br />SYSTM DESIGN PRESSURES
<br />E DETERMINEDS PET CALCULATED
<br />SEPARATE ENGIN�pptI�NGtUNpqgE�CC��D�TDANCE W�RgN THE
<br />� IN ACCORDAPRE 7 AND
<br />gy
<br />WITHIARSCiE CHAPTER
<br />1609 OF THE FLORIDA BUILDING CODE SMALL BE LESS THAN
<br />N)>
<br />OR UAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY
<br />••
<br />ASSEMBLY AS SHOWN:
<br />Z t
<br />GENERAL NOTES:
<br />uJ1L)2
<br />-.SHALL BE FABRIC, IN
<br />RDA SUILDa1G CODE
<br />;ID E «TIE HVHI, PER
<br />OR EMALLINVESTIGATE
<br />MAENTS WHICH HAY
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<br />t•�
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<br />ON MAXIM UM TESTED
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<br />(gad
<br />STRUCTURALQUALITY
<br />War NSA.
<br />A
<br />ALUMINUM ALLOY.
<br />SHOWN MAY NE 1NTLRC LD AS iSLD
<br />9 MAY Be MOUNTED VERTICALLY OR
<br />TIED N6 IN SHALL BE EMBEDDED TO t4
<br />Y. INSTALL ALL CONCRETE ANCHORS PER 1_
<br />OOCUM UT
<br />4OF (1) LABEL
<br />DRIOA PRODUCT APPROVAL NUMBER rL
<br />20-32543
<br />VISIT ECALC.IGTS1648 oil
<br />f°;AMR]
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<br />MINIMUM ALLOWABLE SPAN SCHEDULE
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<br />�rAMER BED
<br />D TRAP MOUM CWSURE OETAB n'rnrv..v ■ � H
<br />H?.e
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANELFASTENERS • 12.5' O.C.
<br />2.5" EDGE DISTANQ
<br />=1.
<br />•+
<br />MAX DESIGN
<br />esCNOR fRLelNes
<br />ms
<br />6PM UP TO 61-0'
<br />1 SPAtl up TO Y-e
<br />SPAN UP TO 301-1o•
<br />COIN TYPE
<br />Cl cz C3 ct
<br />co""""
<br />t1 a c1 u
<br />W NN TV"
<br />C2 cz cat u
<br />1Ci1- ra0m 3/ 33
<br />12 5'
<br />]fits' 34]"
<br />A9
<br />12.5'
<br />16.0"
<br />1 0.2"
<br />aB•'
<br />12.5"
<br />I 6 0' 91'
<br />6.1"
<br />OENAIT ULIRKOH 41
<br />44
<br />125'
<br />16A' il.r'
<br />BO'
<br />12.5'
<br />16A'
<br />a2"
<br />S.S'
<br />12.5"
<br />16.0"
<br />i1S
<br />16d. Mi.-
<br />66'
<br />325'
<br />360'
<br />ELL'
<br />b.4'
<br />t35'
<br />l60' Bf'
<br />S4'
<br />52
<br />arwBi.►
<br />125•
<br />16.01, 9.2•
<br />631
<br />3 1S'
<br />16. a
<br />B. L"
<br />14•
<br />12 !'
<br />16.0" al'
<br />5.4"
<br />77
<br />12.5"
<br />16.a' 0.1'
<br />SA'
<br />12.5"
<br />16.0"
<br />8.1"
<br />S.4"
<br />12.5"
<br />16.0' 91'
<br />SA"
<br />rrl-: rlMnln 3 / 4 3
<br />12 S'
<br />16.1rfaa'
<br />16.0"
<br />11.S"
<br />36 0•,
<br />I6.0"
<br />12.01
<br />12 S•
<br />16.0 13 4'
<br />121:
<br />DCWAIT ULTRACON 41
<br />'KYfJ+u k.:T.L.
<br />3Z
<br />12 5
<br />1 tl' 16A"
<br />13.9"
<br />12 5'
<br />1
<br />1,
<br />9. "
<br />12 S•
<br />Sa a• 149•
<br />32 5'
<br />ili a"
<br />11.9"
<br />9.3'
<br />12 3
<br />16 0` 11 9
<br />32
<br />12,5'
<br />16 a' 13.8'
<br />j71-9"i.a
<br />11.
<br />125'
<br />360'
<br />11.9"
<br />9.!"
<br />125'
<br />16D• 119'
<br />95'
<br />T2
<br />12.5'
<br />16. 1.9"
<br />a l
<br />A 5
<br />it S"
<br />6
<br />3 0
<br />1 "
<br />l A
<br />9.5"
<br />12.5"
<br />6. l.9'
<br />1 0 1
<br />9.5"
<br />p
<br />I 41 T VNXHI N 33 //
<br />ALLPOMfS 80uO SET 41
<br />11.5'
<br />lea' faa'
<br />Sa.a'
<br />SZ. S"
<br />IQ a"
<br />13.7••
<br />134"
<br />127"
<br />16. D" 31.0"
<br />11.9"
<br />12.5'
<br />16.a' faa'
<br />33.6"
<br />12.!"
<br />16.0"
<br />12.6"
<br />SO.a"
<br />12.5"
<br />16.0" 12.5"
<br />10,]"
<br />12.5'
<br />Ifi.a• ME"
<br />13.3"
<br />ILIA"
<br />36.0"
<br />SLS"
<br />ME'
<br />12.5"
<br />16.D' 12.5"
<br />10.6"
<br />4a
<br />�G q. 32
<br />12.5'
<br />16.a' 1M"
<br />L 2.T
<br />12.3"
<br />16.0"
<br />1L5"
<br />10.6"
<br />12.5'
<br />16.0• 2.6'
<br />1
<br />1 0.6"
<br />72
<br />12.5'
<br />in 1ZS'
<br />30.6'
<br />12.5"
<br />I6.0'
<br />12.5"
<br />IDA"
<br />12.5•
<br />160' 32.5"
<br />10.6"
<br />114", LY1N' rMnHi 33
<br />11.5'
<br />16.tl' M 11
<br />16.a•
<br />12.5"
<br />16.0'
<br />""
<br />14 I••
<br />13.9•
<br />18D' 16.0"
<br />!LC'
<br />IF Arl r4xHNA Y 41
<br />4a]6.a'
<br />12.5'
<br />16.a' Saa'
<br />14.0•
<br />12.5'
<br />f6.0'
<br />15.7"
<br />Ll, "
<br />12.5'
<br />16.0"
<br />Saa'
<br />34. t"
<br />2.3•'
<br />16.0'
<br />115"
<br />11.2"
<br />12.3"
<br />16:0' 13.3'
<br />Jr 52
<br />12.5'
<br />lea' I&0"
<br />130"
<br />:
<br />12.5"
<br />16.0"
<br />1 .5"
<br />5
<br />1i.3"
<br />12.5"
<br />16.0' 35:5"
<br />72
<br />13 5'
<br />16,01, mr,11341
<br />12.5"
<br />6.0
<br />15.5
<br />t
<br />12 5"
<br />36.0 2
<br />7.5"
<br />®GE
<br />DISTANCE
<br />311C • 1-11W OIOm 33
<br />6.25"
<br />10.7'
<br />rl t1N 11111 P.rtnN 41
<br />6.2S.
<br />a2'
<br />4B
<br />6.25"
<br />7.1•
<br />32
<br />azs•
<br />a5'
<br />72
<br />I/4••t•Sj4•IMNU 33
<br />11.5'
<br />36. 6.5' G] a15"
<br />Ii.]"
<br />a15
<br />30.5'
<br />UFWNIIIIIMInx 41
<br />12.7'
<br />33.7" a25"
<br />9.3"
<br />6.23'
<br />9.4"
<br />4B
<br />6.PS'
<br />1i.7" a1S"
<br />9.3"
<br />615"
<br />9.Y'
<br />Y
<br />FE 52
<br />a2S'
<br />10..' a 25
<br />9.3"
<br />a25"
<br />9.7'
<br />q'-�� 7Z
<br />6. S'
<br />AT 5"
<br />a25'
<br />9.7'
<br />14•r I-l4•-11, 33
<br />! !
<br />12. S'
<br />2
<br />16:a' T.9' T.3° 1 A'"
<br />1 .L" 5.2"
<br />3 SO'
<br />all
<br />15
<br />D.4. " 4:9"
<br />t2 6
<br />U
<br />ttW B$. TARC6N 41
<br />12.5'
<br />1' 0• SA" 6:2"10.a"
<br />5 6' 6, 5
<br />" 4.'
<br />4.2 a
<br />a25"
<br />,7' " 40"
<br />10 4, 3 ,
<br />$
<br />N
<br />12.5'
<br />13.7' 3.1' 3.0' a23"
<br />]0.]" 4. L' 4.0'
<br />6.23'
<br />10.7' 9.3" 4.D"
<br />51
<br />72
<br />6.25'
<br />MIT' 4J- 46• 25"
<br />30.7" 4.1' 4.0"
<br />6,25'
<br />10.7' 4.2" 4.0"
<br />a S'
<br />10.7" 4.1' 4.0• 6,25"
<br />10.7" 44" 4. '•
<br />CIS'
<br />10.7• 4. 3'• 4.0"
<br />O
<br />I/A r t7N rNnVn 33
<br />12.5'
<br />116.q. 14.1•' 11.7' 12.5'
<br />faa' 9.7•• I.N"
<br />12.5"
<br />wo. B7' T.D'•
<br />i
<br />ALL POINASOUO SET 41
<br />12.5'
<br />lints• 11.r, 9.1, 12.5"
<br />16.0" 7.B" 6.3'•
<br />123"
<br />1&0" 7.8' 6.3"
<br />46
<br />12.5'
<br />16:01' 9.7' 7.e' ALL
<br />16A'• 7.7- 6.2"
<br />12.5"
<br />16.0• 7,7' 6.2"
<br />` 52
<br />12.5'
<br />16.0'• B.9' 7.2" 12.5"
<br />16.a• 7.T' a2"
<br />12.5'
<br />16.0- 7.7- a2--
<br />T2
<br />31.5'
<br />36.a' ].!' 6.3-Ill, 5"
<br />16.0" T.7" 6.2"
<br />12.3"
<br />Lfi.D• 7.7" 6.2•'
<br />Ll4' r L 111• FMAE0 13
<br />12.5'
<br />Ma. a4' 5.9- Q25"
<br />11.5. 4A" 4.1
<br />ai '
<br />10.3• 40" 3.7"
<br />Arc 1 41
<br />12.5'
<br />13.6"
<br />f' 5.2' 4.8" 25'
<br />6,
<br />9.3' .1.;NN 3.3"
<br />6.2.5'
<br />9 2' 36' 1.3'
<br />6.25'
<br />11.5• 44• 41' a25"
<br />92 3.5" 3.3"
<br />6,2S'
<br />9.Z' 3,5' 3.3"
<br />M
<br />6.25"
<br />10.6" 4.1• 31' 615"
<br />92' 3.5" 3.3'
<br />a25•
<br />92' 15. 1]"
<br />52
<br />72
<br />6.25'
<br />9.2• 13' 3.3' a25'
<br />9.2"
<br />9. 2•' 3.V 3.3"
<br />2/4" EDGE DESTANCP
<br />-4
<br />MAX NpLON
<br />NPIIN HIP ,O '-IY IN Itl W.-
<br />I ..N "I q I'll J,e
<br />COaY mL COa■ mE
<br />n a o a n cz c3 D4
<br />COIN m!
<br />I Cl a0 u
<br />3
<br />[
<br />AYCNee PN6fSYRL
<br />TYPE PLF
<br />u,•.r 1316FD 33
<br />1 2 s•
<br />.a ao•
<br />ib 3
<br />1 .n• 12.5'
<br />16.0"
<br />l6.0" 7.5'
<br />12.5'
<br />]6.0" 16.0bJ
<br />" '
<br />tx s
<br />39 tl 1aD•
<br />Sir us`
<br />Leta'
<br />MIT. 1-
<br />3 6
<br />12.5,
<br />• 14 '• D'
<br />16 0 0 6
<br />Iu; nlziW u
<br />48
<br />lx.5-
<br />16.a la '
<br />0
<br />7,5" 1 .S
<br />2
<br />16 0.
<br />14. 7 6.0"
<br />]2.S'
<br />18.0' 147"
<br />St
<br />12 5'
<br />Sfi.a 160'
<br />a9' 12.5'
<br />16 0"
<br />11 7" 6.0'
<br />12 5
<br />Dts 16.• 14 7" fi
<br />iZ
<br />ILLS,
<br />16.a 147-
<br />ED' 12S'
<br />36C"
<br />L47" 60'
<br />12S'
<br />16.0. 14 T' 5.0"
<br />111, 1 Lr 04pm 33
<br />L2.5'
<br />16.a 180'
<br />10.1' 32.5'
<br />16.0'
<br />it " 1 7.0'
<br />12.5'
<br />16.0' 108' 6,2'
<br />W000 SCREW 41
<br />125'
<br />6..'
<br />1 a 141"
<br />87" S2.S
<br />SbA'
<br />9.7" 5.6'
<br />12 S'
<br />16.0' 9.7• 5.6"
<br />48
<br />12.5'
<br />16 a' 1L0•
<br />7 D" 12.5.
<br />16. " 0
<br />965.6'
<br />12.5'
<br />Ib.O'
<br />52
<br />72
<br />it S'
<br />125'
<br />16.0• 11 1'
<br />16.1y' 9.6'
<br />a4' I1 S'
<br />56' 124'
<br />MC"
<br />6.0'
<br />SA" S 6•
<br />9.6• 5.6•
<br />12 S'
<br />124•
<br />16.0' 9.e' SA"
<br />16.0. 9.6- 5.6'
<br />V4 ,1-1/4'mOCD 33
<br />12.5'
<br />16.0' la0'
<br />12,5'
<br />16.0'
<br />12.5'
<br />12.5•
<br />16.0 10.2'
<br />TAPCRIP 'CFAs• 41
<br />LI S,
<br />36.01' 3.3"
<br />.S' 12
<br />16.0"
<br />9:T"
<br />32.5'
<br />16A' 9.21
<br />I2.S'
<br />L2.5'
<br />1b:a' 11.4•
<br />16.0" 10,
<br />12.5'
<br />12.5.
<br />16.0"
<br />16.4'
<br />9.1"
<br />ILL"
<br />32.5'
<br />12.5'
<br />16.0' R1'
<br />16.0' 9.1•
<br />�y 4B
<br />T 52
<br />T2
<br />11 S'
<br />16.a' 9.1"
<br />12.5
<br />160'
<br />R.1"
<br />I . 2 S'
<br />16.0• 9.1"
<br />7 SG r EX6�
<br />12.
<br />16.a'
<br />7.3 12.4
<br />SS. "
<br />6.0'• .1
<br />1 .
<br />13 :B" 3' 4
<br />12.5'
<br />M.a' 7.0"
<br />3.8` 12.S•
<br />12.5"
<br />4.8" 4.1'
<br />0.23'
<br />12.4' 4.N" 4.1'
<br />RII PUINIH n1AY.Y 41
<br />WOOD CUSNBIC 48
<br />I2.1'
<br />]5.4" 5.9"
<br />A' S'
<br />5 CI
<br />1 ,7
<br />4 T' 4.a
<br />6.25•
<br />12.3' 4T' 4.0^
<br />{VIM#. 52
<br />L2.5'
<br />4. " 5.5'
<br />1 2
<br />47° 25'
<br />11 1
<br />- .0"
<br />4.7" 4
<br />a 25'
<br />2:3• 4,7 9 0'
<br />6.25'
<br />32.3" 4.7"
<br />4.0' 6.25'
<br />12.3"
<br />{.7" 4.a
<br />a25"
<br />12.3' 4.7" 4.0"
<br />�ON� 72
<br />ANCHOR NOTES:
<br />L. ANCHOR SCHEDULE APPLIES TOALL PRODUCTS CERTIFED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANQICR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURE51NDICA7ED
<br />IN SPAN SQIEDULE SHALL APPLT.
<br />2. ENTER ANCHOR SCiEOU PA L LE BASED O4 NE FASTENED SPACING, THE EXISTING STRUCTRE
<br />MATERAL, a ANCHOR TYPE. SE' CT D®Gal LOAD GRFA7ER THAN OR EQIIAITO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPARSELECT
<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 STUDS USED IN COW UNCTION WITH All NO EkMUSIOM
<br />('F`-TRAC K, STUDDED ANGLE, ETC.). USE 6.25' O.C. PANEL PASTE HER SPACING TABLE VALUES FOR
<br />ALL -H`- AND'U'-HEADERS (INCLUDING SUILDOUT CONDITIONS).
<br />4. ANCHORS SHALL BE aSTALUBD IN AOCORDANCE WrTH MANUFACTURERS' RECOMMENDATIONS+
<br />S. HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM C90 ROM
<br />6. MIOMUM EMB:DMMT SHALL Be AS NOTED IN ANCHOR SCHEDULE.
<br />7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
<br />IRE NISHES, WALL POLISHES SHALL BE LIMITED TO 1/4• MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQIl.4T ( TRANSFER LOADS TO HOST STRUCTURE.
<br />B. CONCRETE ANCHDILS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRAC*D CONCRETE ONLY.
<br />9. WHERE EXISTING STRICTURE IS WOOD FRAMING EXISTING CONDITIONS NOT MAY VARY, FIELD
<br />VERIFY THAT FASTENERS PJtt:IMOA ATE WOOD FTUNWNG MEMBERS PLYWOOD.
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ' N� PL COD FASTENING
<br />ID, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD (Fit• EDGE DISTANCE IS ACCEPTABLE f120. WOOD
<br />FRAMING). WOOD 57UD SHALL BE'SOUTHERN PINE' G-0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHO U IPS PAN HEAD OR HEX HEAD.
<br />ll. REMOVABLE ANCHORS ARE: 17EY7ALT PANEIFNTE, ALL -POINTS SOLID -SET S. BRASS BUSHING.
<br />l2. NUIOHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
<br />13. MrNIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO 00. OTHER WALL FIN15HE5,
<br />14. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />IS' * DIRER MOUNTING CONDITIONS.
<br />16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
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