|
EZI/18.
<br />EZIW/18
<br />(SEE SECTION EZ1 ALTERNATIVE EZIW ON SHEET 18)
<br />IT mv,1
<br />(SEE
<br />4($M NOTE 2) FT NOTE 2)
<br />#14XI* S."
<br />err 3/18-4 ALUMINUM
<br />:::-Pop FBvEt LAST PANELCD To BE INSTALLED AT EACH OPE14ING SHALL ALWAYS BE
<br />0 0 1 P TO FACILITATE INSTALLATION IF NTE14DED
<br />TMD%SW F�=DLE
<br />T I INSIDE OF SMCTURE.
<br />L
<br />AT I PER!
<br />PANEL
<br />OF E Z HANG STORM PANEL SYSTEM
<br />NTER6R'PANEL) (INTERIOR PANEL) (INTERIOR PANEL) r VAX. 90C99F W-MI.-TRACKS TOP & BOTTOM,
<br />(&D' PA�ETL) (I (EMD PANEL)
<br />NOTES 2. 3, 4 SEE NOTES 2. 3, 4 (2). END PANELS SHALL lALWTS.1W LCONNECTM TO BOTTOM TRACK
<br />PA. MAX, C-1,RWISE A STOP at. PROVIDEO AT TOP OF SUCH
<br />CIL LENGTH PANELS�
<br />0 41/- 40,0 p.J, (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST OF 1/4-0-204/4- M.S. w/ 7/8'00/32" WING
<br />NUT ORLL4!xN3/;4 Wn. THUMBSCREW INTO TAPPED BOTTOM
<br />-EL7.T -0 NAP TRACK. FASTENERS MAY BE AT EITHER OF TWO
<br />(SEE SECTIONS AS APPLIKA13LE) EXTERIOR FIAT FLANGES OF END PANEL
<br />OF V (4)- IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />-171TV, "I",
<br />71� PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING. SPECS
<br />11=11T-n-TITM
<br />ACTM IN SUCH CASE- CONNECTION OF
<br />J-1 L IN04CATED ON NOTE TR3)
<br />Liliii--I] L L i L L i L I J-1-AL L PANELS TO BOTTOM OCCUR AT ANY PAWL LOCATION.
<br />f
<br />111E
<br />Min. '_-E I" Milli, t INSTALLATIONS ONLY VALID FOR WIND
<br />W/@ VIE
<br />Morr 3 SPEED UP TO 170 m.p.h.
<br />ANCMM
<br />-(SEE SECTION EZI & ALTERN"TINE EZIW ON SHEET IS)---
<br />*EZI/111.
<br />EZIW/18
<br />TYPICAL -ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (D SYSTEM M
<br />SCALE:
<br />2,1187"(149 OVERLAP 1/4' 01- GAP
<br />,"wom'Al
<br />777 777 7 77 L Z:�, 7"7777`7 7
<br />1/.
<br />WX.
<br />SECTION A -A . ....
<br />SCALE: 3/32"=I"
<br />0 .......
<br />m FLORI BUILDING CODE (Won High Velocity Hu ane, Zone)
<br />EX
<br />o.44167 24 BADE GALVANIZED STEEL STORM PANEL FA
<br />T GLOBAL PROTECTION PRODUCTS, LLC. '0M
<br />rSTATE Z M- �-- --� 4500 S.. .51 STREET
<br />Rl� "T"M &A"
<br />=0=7% FL. 3"1W)w 20-175
<br />-EW
<br />Dorm N.
<br />E
<br />SKW,7 of MI
<br />I
<br />'go"' ENGINEERING
<br />W
<br />Eli%iGiNIECIERING EXPRE1139110
<br />PR130UCT EVALILIATIc3N REPC3RT
<br />September 15,2020
<br />Application Number. 17369A - R2
<br />EX Project Number, 20,31643
<br />Product Manufacturer. All American Shufters 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 />Depaitinen of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />514320-3.005 ' FAC., for statewide acceptance per Method I (d). The product noted above has been
<br />tested andfor evaluated as summarized herein to show compliance with Me Florida Building Code
<br />Seventh Edition (2020) and is, for ft purpose Intended, at least equivalent to that required by the Code.
<br />Re-evatuallon of this product shall be required following pertinent Flarlds Building Code modific0ons of
<br />revisions.
<br />Substantiating L)aall
<br />. PRODLICT E"LUATION DOCUMENTS
<br />EX drawing #20-31543 Wiled '249a Galvanized Steel Storm Panels OW14Z & NW-HVHZ)", sheets 1 -5,
<br />prepared by Engineering Express, signed & sealed by Frank Bermardo. P1. 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 par test
<br />report(s) #BT-ASC-1 7-001 by Blackwater Testing, Inc,
<br />Large missile impact resistance arid cyclic leading performance has been tested in accordance with TAS
<br />201 and TAB 203 test standards per test report(s) TIST-ASG-17-001 by Blackwater Testing. Ine.
<br />. STRUCTURAL EMNEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative ndtor rational analysis to qualify the following design criteda:
<br />1. Maximum Allowable Spans
<br />2. Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4, Anchor Spacing
<br />160 SW i2l" AVENUE SUITE 1060 DEERFIELD BEACH, FLoRIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM* ENGINEERiNGExpRegs.com
<br />ENGINEERING EXPRESS. com
<br />ENGINEERING
<br />Page 2 of 2
<br />AH American Shutters and CUSS - 24ga Galvanind Steel Storm Panels
<br />No 33% inicreass 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 ResislanCe:
<br />Large Impact Resistance has been demonstrated as evidenced In previously #$hid test roport(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 Wds as Indicated In the span schedule($) on the
<br />respective Product Evaluation Document Ve, engineering drawing).
<br />Installation
<br />This product shall be Installed in strict compliance with ft respective Product Evaluation Document O.e.
<br />engineering drawing), along with all components noted therein.
<br />Product components shall be of the material speeffied in that product's respective Product Evaluation
<br />Document O.s. engineering draWing),
<br />Limitations & Conditions of Use,
<br />Use of this product shall be In strid accordance with the respective Product Evaluation Document O.e.
<br />elighneering drawing) as noted herein.
<br />All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
<br />listed In this products respective anchor schledule, Host structural conditions which are not accounted for
<br />In thits product's respective anchor schedule shall be designed for on a We -specific basW by a registered
<br />professional engineer,
<br />AN cornowents which are permanently Installed shall be protected against corrosion, contamination, and
<br />other such damage at all times.
<br />This product has been designed for me within will outside the High Velocity Hurricane Zone WVHZ).
<br />RespecffUlly,
<br />....... . ...... I
<br />T
<br />Frank Bernardo, PE
<br />ENGINEERING EXPRESS"
<br />#PE00465491 Cart. Auth. 9885
<br />160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAINC ENGtNeiERT"GExPREss.coiN
<br />ENGiNEERisoExPREss,com
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<br />- �c 1.11 UJ id
<br />A -71- 1. 11
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<br />N -1 7" IN
<br />20-31543
<br />7 r
<br />T"
<br />7
<br />INSIALLATION DETAIL$ EQR SERIES 2009 E-Z HANG MRM EANEL n1
<br />INTO PORED CONCREJE, PONCREIE BLOCK AND W0012 STRUMM
<br />A T 7 "T 7 -1 -7
<br />OR
<br />CONCRETE BLOCK -Vit'lil TAPOON
<br />>< ANCHOR 0 12' O.C.
<br />REGUM.
<br />1/4*0 TAPCON .. J140* HEX HEAD TEX WOOD ME -I 14.1' HEX HEAD TEX
<br />D.C. RECLAIMED FROM
<br />ANCHOR 0 12* C.
<br />=C,*(64- PROM
<br />=OF*
<br />IF
<br />2-
<br />E#-
<br />112-
<br />ME-1
<br />a Di 2-1/2"
<br />I
<br />ED)a TO CLASS, 'Z16*0
<br />zu."NUM IF., im GLX UMINUM Pop I
<br />RIVET N WVET
<br />MAK. MAX'
<br />S, PARE.
<br />IT RAMEJ. LENGTH I am LENGTH
<br />a
<br />a vl�
<br />IT I Min. lifin.
<br />0 TO CLASS. or V
<br />5ox
<br />2OW of V
<br />/2'
<br />Et
<br />W/2 I
<br />1 41'11 TAPGON N4CHOR
<br />2" OXI
<br />1/4"0 TAPGON L4 2'.4" WOOD
<br />POURED
<br />ANCHOR 0 12"VE. CRETE OR -P
<br />>
<br />"LATE
<br />CONCRETE BLOCK NL� I OQUIRIM)
<br />REOUIRED.
<br />WALL idaubm WALL b"MI ri
<br />SMON EZI AMU= Ezimt
<br />SCALE 3/8= 1 SCALE 3/8-1'
<br />N. Tit
<br />EN
<br />FLORIDA BUILDING CODE (Non High Velocity Hu camI Zone)
<br />NOTES. . M PANEL LENGTH 3 P0. 44167 42M RUM - PA.
<br />IN 24 GAGE MVARIZED STEEL STORM PANEL 'I'V101 91
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. KS.D. DESWIGAN SHALL. BE 2 -6' t
<br />PRESSURE RATING +/- 40.0 p.a.f. AND 6'--0' VAX 1 .1 qTATE OC�li. �-� rit JE C 0, GLOBAL PRoTEcriom PRODUCTS, Lm
<br />PANEL LENGTH.
<br />Z
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />1=71: 213w= CAW. 01014
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC a., rMe BURONWIPW 20-175
<br />=Ieilt .
<br />DENS" OF 0.55 OR EQUAL.
<br />Inur man to or 18
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ),
<br />1�� -
<br />TOP MOUNT I(CONN
<br />T P.
<br />TYPE AS PJ-=Q'D)
<br />SECTIONS
<br />OPrIONAL,-20 STITCH
<br />WITH WA5HERED
<br />,,,-BOLT$
<br />WINGNUTS FASTENED 0,
<br />OVERIAPS 0 WOSPAN V
<br />APPROPRIATE SPAN TABt
<br />KAN VIEVI
<br />T
<br />BOTTOM MOUNT
<br />(CONN TYPE AS-/
<br />REQD)
<br />R0,391"
<br />MAYBE 770 -___ � 0.375"
<br />'EIEVATION
<br />TYPICAL VERTICAL MOU`NT
<br />II,,V NT.S,
<br />EUEVAT[ON
<br />--OBSTRUCTION
<br />I (LOCATION MArVARY)
<br />PANELS MAY BENOTCHID AS REQUIRED, OM ON AL Y�--20 511T`C�
<br />PROVIDEDXT CONWNECTIONIS AND DOLTS WITH WASHEREE
<br />ANCOORS US
<br />'SO MICH SATISFY WING NUTS FASTENED Q
<br />�TRUCTION� OVERLAPS 9 M]D5PAN I
<br />APPROPRIATE SPAN TAB
<br />VERTICAL MOUNT ELEVATION
<br />/-2'\ (NOTCHED PANELS)
<br />NJ,S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANELSEPARATION FROM GLASS
<br />(WHU. WIND ZONE 4 ESSENTIAL FACILITIES)
<br />MAXIMUM
<br />DESIGN
<br />ALLOWABLE
<br />INSIALATIONSGREATEA
<br />PRESSU e
<br />4STAL�ATIONSLESS
<br />M A
<br />ABOVEGRAINi: THAR19VABOWGRAM
<br />4140
<br />130,D).
<br />6,06,
<br />6.9e
<br />----- --- -----
<br />93.2 111
<br />62n i 2.Sli.
<br />59s N,
<br />6.1110 2,72fn
<br />36.4 111
<br />2sol.
<br />27.01n
<br />S1314 2,98 In
<br />W'AN bU1tUULt NU I I=Zni.
<br />1. ENTER $FAN SCHEDULES WITH NEGATIVE
<br />a
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POsTrivt LOADS LESS THAN OR EQUAL TO
<br />21 'PANEL FASTENERS" Ai"S STUDS USED IN
<br />..UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />("r-TRACK, STUDDIED ANGLE, ETC.). USE 6.25-
<br />ALL *H"- AND 'U'-HEADERS (INCLUDING BUILD OUT
<br />L
<br />'EHICUTIONS)
<br />3. LINEAR &TERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD�
<br />GLASS SEPARATION NOTES:
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2. SCHEDULE IS REQUIRED FOR USE WrrK POSITIVE LOADS ONLY,
<br />INTERPOLAInON BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED.
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />- ----- --------
<br />I As NOTED IN DESIGN�
<br />DESIGN NOTES: SCHEDULES
<br />IOEiITIVEAND NEGATIVE DESI,3�LIROEESSIII.TIF9CALEI:,,ULATED
<br />FORJJ$E� AITM THIS SYS I iEM SH L DE ERMIN , PeR,
<br />5EPtrT Er NEERING INACCORD�NCE WITH THE
<br />RNI C& MdCH�17 FIN
<br />Rr'S 6
<br />6OV190111C IA
<br />OETE IN ACC RDAWCE 51RU'ASOE E
<br />1609OFTHEFUCI DABIRLDING CODE $HALL BE LES T14A
<br />OR E( TO .0112EGATIVE DESIGN
<br />PRESSURE CAPACITY VALUE i TED EMIN FOP. ANY
<br />ASSEMBLY AS SHOWN.
<br />GENERAL NOTES:
<br />HAS BEEN USED IN THE
<br />PRO)5CI
<br />S HALL BE RESPONSIBLE
<br />a THIS 0EGIC
<br />iN WHICH
<br />VTORI
<br />B AILLL�11111IRIIDIN
<br />sp��s r
<br />PAN AU..T.NGAS
<br />BASED 0 N MAXIM VM TESTED
<br />11-L. .. E.-DED
<br />CONCRETE AtJOHOKS, PER
<br />NSULATE OR PRIPTECTALL
<br />1EVEWr ELECTROLYSIS.
<br />ATER STRUMML DESIGN AS
<br />ADDITIONAL
<br />as TO THIS DOCU MUM
<br />C TION.
<br />HAMINIMUMOFfil LABEL
<br />6§16iA: PRQ�ffAPPR&AL NUMBER
<br />VISIT ECALC.10131643
<br />rml $ f rml I
<br />MWWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
<br />�
<br />�
<br />11
<br />1
<br />H. I
<br />a'
<br />0'
<br />C'
<br />2r
<br />2,C
<br />25'
<br />7-1
<br />2C
<br />W
<br />2,r
<br />23'
<br />2r
<br />za&VHft
<br />5-
<br />"'S & stili M*
<br />�
<br />2r
<br />-E-
<br />2r
<br />-z-
<br />2r
<br />-M
<br />II-
<br />INIMU17"TraRk
<br />24"
<br />24'
<br />Ilea
<br />25"
<br />2r
<br />251
<br />31*
<br />SW
<br />5-1
<br />37"
<br />SW
<br />02
<br />-ur
<br />-
<br />JF
<br />-21F
<br />-3F
<br />Il'
<br />2r
<br />2C
<br />24'
<br />4F
<br />-W
<br />Zr
<br />40'
<br />W
<br />-iF
<br />2r
<br />24*
<br />2,r �
<br />Ir-
<br />Eff
<br />_,F4
<br />4
<br />6F
<br />2V
<br />4r
<br />Zr
<br />Zr
<br />11"
<br />3W
<br />31'
<br />it"
<br />30'
<br />IF
<br />W
<br />Sr
<br />SV
<br />31'
<br />Sr
<br />f`U111
<br />Ly
<br />SIM 1
<br />0 -X
<br />Ff;.-f- 15
<br />" kt-i
<br />'A A 2
<br />2
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<br />Mm
<br />I
<br />10
<br />va
<br />in a
<br />Lim mi. BVIUVAIT mou"w 00MOrtions ==43" mom alkis SHUILI a Is IRIML
<br />4. 7,lIRLE -Es To wIlt I2R. rNmil OR A"'D 24o RIAELS. & Atm, Ym`H PANBL
<br />FASTERAIRS o 1,215. ORCIr o.c
<br />5. PAN" Mily Slim m� MIAIMU"t USING ONE ill o"m ogno-�I)K op"ON cLOSU'las FOR <
<br />OKWNG PM �XL 'WL USING MU-W CONO-ON SHOWN IN nff� VMWINW. U) I ;
<br />cc I e 1 4
<br />Jill
<br />Z Q
<br />ULI
<br />M"C"i Ell, UtW
<br />w/ -Mrb wA= m
<br />,�K
<br />oN 1i 'Am
<br />Mil. ONAL INTERIOR FASTENING DETAIL
<br />i, Malkin,
<br />9- ONAL EGRESS PANEL DETAIL
<br />"MICR FASTENING 11dq
<br />I LI,
<br />2.250" J;�2.M- -2 21. J�I-Uux
<br />c
<br />C 250" 2� 1� 1.0 U-
<br />C, .625 U. 'a N
<br />QJ25, Z
<br />- -q 10 GA_
<br />lq -I � TYP T
<br />TYPI,
<br />To ITS. e
<br />03W 3.0 2' --4 2,000" 1-- 2-000. 2a0v
<br />_�q --1 2.0
<br />Lisa" WILD -OUT V' -M ANQLr
<br />�A
<br />D I
<br />1.510" '03f
<br />.,.,UO" PANEL CANERAG E r, 71791 L.007'
<br />B--
<br />F7TT =rT7
<br />"'I'M' R' "'I'
<br />05 4"
<br />G
<br />G .30Y
<br />k2'
<br />TY P. 2�QOQ� .11
<br />--O09(y
<br />TYPL
<br />'r IRA 1. TRACK 0,957"
<br />�Mo 22W v
<br />.1 L
<br />a, - ov"
<br />G I.
<br />4C, 1,F Vil Th
<br />LEG
<br />DMECTION
<br />L IAlIrIE1
<br />OVERLAP .25" MAX.
<br />4'. MA X I- CDRUE1RQUD5URS DETAIL j
<br />A
<br />MAX..
<br />BUIUD-Q1JTJ "T,
<br />DISTANCE TIF.
<br />E-i, D- I
<br />25. MAX- E
<br />M.T
<br />MIN.
<br />Law
<br />=SME DETKI n
<br />I AEii0UNT-SUPlDEi,,UL -11.11-1
<br />D HL _
<br />�T� S,
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANIELFASITNERSO t2.5"O�C.
<br />190
<br />mlmmmm�
<br />IMIM
<br />IlMilill
<br />M/
<br />EM
<br />IMMEMM�
<br />ffim
<br />MEMOMEN
<br />Em
<br />Emsim
<br />MEMMM
<br />momm
<br />Empx�gmmllll
<br />1,11YU
<br />in
<br />25" M0, 8 2
<br />r
<br />LLI
<br />l/4l.1EMRBD 33
<br />48
<br />g-;
<br />1� G,; ISO:
<br />--1
<br />12,Y'
<br />1,6"
<br />,
<br />I
<br />.. S.
<br />lZ5.1
<br />-.1.
<br />6.l.-
<br />3�-Wl
<br />l5LU1 i*el- ilzl-
<br />-
<br />12.51'
<br />.
<br />16.0" 16.(r
<br />7.5'
<br />125'
<br />iii.Q"
<br />14.7" 6.0'
<br />12.T'
<br />16.0' 14.7" 6.0"
<br />I'VI
<br />IZ.5"
<br />Ica, 16.01
<br />160'14.7--
<br />6.9-
<br />a il.
<br />12. S"
<br />lZiS--
<br />16.0"
<br />l6o"
<br />14.7" 5.0-
<br />1.4.7" 5.0"
<br />12.V'
<br />�2 5.l
<br />J.,b" -.7 Sol
<br />is. a 14,7" 5.0"
<br />Ill. V2� C-M 33
<br />41
<br />46
<br />72
<br />T4�.k-114'�KRCQ 33
<br />TAPCRTP'CFA$' 41
<br />48
<br />5Z
<br />7
<br />L2.5"
<br />16,0" 16,0"
<br />10.1"
<br />12, F'
<br />16.0'
<br />LILA" 7.0"
<br />32t5l
<br />10.0' 10,8" 6.2"
<br />iL 5"
<br />16,0" 14A�
<br />P
<br />l.a.3'
<br />16,13"
<br />9,7" S.6"
<br />12.. '
<br />16.0' 9.7- S.01
<br />T275-7
<br />I2.V1
<br />16.0
<br />Ica, 9,0..
<br />JJ5.011 16.0"
<br />:1
<br />,
<br />il!,5�'
<br />,
<br />16.0"
<br />".
<br />5,611
<br />, . ,
<br />11.5" Kl"'.
<br />11-
<br />J2,V1
<br />1-2.5"
<br />12.5"
<br />1... R.., 5.6
<br />ld.Q: -.'- -J
<br />16,0 , 6" 1.1.� I
<br />16.D" 101,2"NM
<br />16,0" 9;2' RM
<br />TZ -5�
<br />16.0" 113"
<br />IZ.7'
<br />16.01
<br />91r, WM
<br />32,5"
<br />16cl, 11.411
<br />av,
<br />Is,011
<br />9411
<br />IR.
<br />12.5',
<br />12.5-
<br />10. 5"
<br />ISO,- 9il;:
<br />la,51,
<br />1501,
<br />9,1:�
<br />6G" 54"
<br />12.. 11
<br />121w;
<br />12,5'
<br />1N N!"
<br />11, G:� � -
<br />"1" 33
<br />11%41�11= 41
<br />WOOD RUSHING 48
<br />n
<br />iz.5"
<br />160 8.6
<br />M,l'
<br />15.5"
<br />12,51,
<br />16.01, 7101,
<br />12 S�l
<br />12,51L
<br />4 a" 4.1'
<br />5. Zf
<br />L�151P
<br />15,4'p 5,9"
<br />6,25"
<br />-1-
<br />1 r
<br />4,7" 4;0','
<br />6.25'
<br />.V'
<br />6. V'
<br />iLl"
<br />4,7" 4,(Y'
<br />6 25"
<br />S.25"
<br />12.r' 4.7"
<br />6�zvl
<br />1Z.311
<br />4.71. 4.a.
<br />-Y'
<br />ANCHOR NOTES:
<br />J.. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUTONLY PROVIDES
<br />MAX MUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPA14S AND PRESSURES INDICATED
<br />I= ON SHUTTER AND SELECTSPAN GREATER THAN OR EQUAL TO SHUTTER SPAMSELECT
<br />CONNECrI ON TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHE
<br />; F"-TRACK, STUDDED ANGLE, ETC.), USE 6.25"O.C. PANEL FA57ENER SPACING TABLE VALUES FOR
<br />4 I.W - AND "U"-HEADERS (INCLUDING BUILDOUT CONDITIONS).
<br />4 A
<br />MINIMUM EMBEDMENT AND EDGE DISTANCE BXCLUDES = FOAM. BRICK AND OTHER WALL
<br />111Z�11 1V1TL,1.F,1,1T11 ELI 1111 LIMITCD 11/1" 11X OR SHIA E VERIFIED 5� OTHERS TO
<br />ADE A'�L, S re CIAOS TO MOST STRUCTURE,
<br />a CONCRETE ANCHORS NOTED HMIN SHALL BE EMBEDDED TO UN -MMO CONCRETE ONLY.
<br />9� WHERE 5XISTINO STRUCTURE IS 11400D FRAMING, EXISTING CONDITIONS MAY VARY, FIELD
<br />VERIFY THAT FASTENERS AREINTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD� FASTENING
<br />TO PLYWOOD IS ACCEPTA&E ONLY FOR SIDE CLOSURE PIECES,
<br />10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE L=TED IN
<br />CENTER OF NOMINAL 2'X4`(M1[NL)WOOQ�STUD I" EDGE D167ANCE IS ACCEPTABLE FOR WOOD
<br />PIZ
<br />E
<br />FRAMING), WOOD STUD SHALL BE -OUTHERN E"G-0.5 5 OIL GREATER DENSITY. LAC SCREW
<br />SHALL HAVE PHI LLIPS PAN HEAD OR HER HEAO.
<br />`� REMOVABLE AMCI� ARE: Or-WALT PANELMATE, ALL-POINT5 SOLID-51ET & BRASS BUSKIN&
<br />,I MACHIENE SCREW55 SHALL HAVE 1,W MINIMUM ENGAGrMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHERA PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U�M.O.
<br />13 , MINIM UM EMBEDMENT AND EDrE 0167ANCE EXCLUDES STUCCO OP. OTHER WALL FINISHES.
<br />14.
<br />15. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES L15TED ON
<br />THIS SHEET.
<br />9
<br />15^27
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<br />2; U, M
<br />Ui
<br />M
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<br />SHEET NO.
<br />SH 1.5-
<br />
|