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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL ti
<br />EZ1/18r INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
<br />EZ1 W/1 B rvNCHM
<br />-(SEE SECTION EZI a ALWtMYIVH EZIW ON SHEET 18)_
<br />-I: Ye.. ,_ ?' M°P--_CONCK7sNG roURED J
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<br />�B I(SEE NOTE 2) Lt 1.Y/® 4)(� i CONCRETE � 1/4'e TAKON
<br />. NOTE T)- ANCHOR O 12' O C.
<br />KNNNUA,
<br />t--- - *LAST PANELQ 7C BE INSTALLEn AT EACH OPENING s w1 A' WA75 B 1 1'r ,ARGON - Y /1 AY" HEA I,EM 7EI[ ROOD LEADER t' 14P1' HEX HEAD tEK C Q�
<br />POP RIyfT .. _ { /
<br />911'
<br />O O PROVIDED W! RE4F HANDLE TO FACILITATE INSTAUATIDN IF INTENDED ANCHOR E 12' O.0 -� -- -� a 4• FROM REOIARED ! ESCREW 0DGE W r 4' FROM \ R 0
<br />TO BE INSTALLED FROM INSIDE Or STRUCTURE
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<br />ab
<br />(GNU PANLL) � ) I (114TER10 PANEL) I (INTERIOR PANEL, - (INTERIOR PANEL) (EMU PANEL 1t IMAN CONSISTING Of PANEL Cont TRACKS TOP k BOTTOM 1 - ��2: -- - - f EE��''�� I - -i 2: p�•�
<br />SEE NOTES 7. 3. 4 ` I l i I I : _ 1 1 1 i -%3 �j M C
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<br />i�-cr +!.'w-zo.1 n. _..i is�nrs�w,� •
<br />OTHEF!YYISE A STOP RAP SHALL BE r"RCrAUEU AT IDP OF SUCH ii YK,9r N 1 1 e61 LN
<br />PANC1 lLNcnl PANE[5 Ar G OA p t• M7n.
<br />Ya33`
<br />i * `�,!1-�/ 40.0 D..t IrSEPNGRON- ' T• NEn. 1 s L S Eb i
<br />!.._( I I + I (.5). lE END PANELS ARE CONNECTED TO BOTTOM rRACM. CONNECr10N FJ[ISTING N 10 GIA55. f /,/)yy1NUY POP E%ISnNC° -SEPARATION
<br />1 0/16'r 4 '4•`1
<br />still CONSIST OF I/4`P-10.3/1' MIS W/ '1/8'6.3/37' WINC G1/Ss -II I GIAS.S tD GLASS. i n�ILUA1e1tR.1 vOP S,; 6E7 OS
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<br />1 I 1 • ! 1 rj` _BOLTED PAII�W/ Ifs.-20.I' ' NUT OR 1/4'Ill III THUMBSCREW INTO TAPPED BOTTOM 11 _ 1 __ RIVET 0 _ _- _1 �'� NIVET .� '
<br />I i• I ' I ! 'I I 55 HDLTS W O FA MRLAP TRACK LOCATION OF FASTENERS MAY BE A' EITHER OF TWO rt- f �. A... �.__ .�.__ T CKE �. y1
<br />! APPLICABLE) EXTERIOR F T FLANGES OF END PANEL ' 6'-O' T_..:_ 6'-O.
<br />IA _ ,/a'r-as1' _ JI _ F'7 Y /�
<br />(SEE SECT9!N�Ny/L5 AP- ( 50x LS eAlt w e I YA%. 1/4Y-3m,' - D - I MAY. R�
<br />CASE " END { R- NOT C N CTEO TO BOTTOM •¢ G n • - ( ANEi LENGTH * a� + - - i PANEL LENGTH Q
<br />t T IN
<br />('e~A STOP BAR Ls ONLY uSEDOA'{TOP) AT,lCJS'iWC V _ - 1. cG _ \) - ' V
<br />(4ii e6}M e Y P
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<br />I �. � , I. 1 _ .� Y�t-_tt �i -t - t T--1` I PANCAT O ON BF CONNECTED TO BOTTOM TRACK USING ION O R.. +� ( 1.. P Y _. _ fi _ Cj
<br />i
<br />- Tr INDICATED ON NOTE (3i ABOVE IN SUCH CASE CONNECTION OF 6 I Y✓.. I Y I M. 1 rq
<br />PANELS TO BOTTCM TRACK MAY OCCUR AT ANY PANEL LOCATION. 8-ypAMtiON I N I 1/4'a-i0.1•
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<br />THUMBSCREW N
<br />,' Nln SEE !71W! lUl SEE 1' YP, 1 'NSTALUiIONs ONLY VALID FOR WIND j r' Y (-•
<br />NOTE 3 NCI[ . SPEED UP TO 170 mo rt I (-
<br />K:CIx0R5
<br />(SEE SECTON E21 a ALIERAATNE EZIW ON SLIEST 18) __ E.D
<br />EO
<br />EZi/18, INWE1
<br />EZ i W/ 18 1 /2. '0
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (I)SYSTEM (t) / 7 1J'4'e TAPCON ANCHOR
<br />f .F Y 12. O.C.
<br />SC.AL.£.: 3i32"-t" 7/4"0 TAPCAN EXISTING POURED _ _ R/ITE
<br />T/000
<br />ANCHOR O 12` QC CONCRETE OR PLATE
<br />2SWORN? 87•(wM'. [1vF7AM CONCRETE BLOCK
<br />REQUIRED = .
<br />/.
<br />yA�xQl/bjjyG ALL MOUNTING
<br />�.;
<br />I/.• >j SECTION EZi ALTERNATIVE EZiW
<br />MAY.
<br />SECTION A -A SCALE 3/8-7• SCALE 3/8=1•
<br />�JILEYtIL11rt1ItrIN14y
<br />TS ` 1,1HIp11111Ip„ ,ItfT LR A. il[[/� "•I
<br />SCALE 3/32'al" oaTEPA.71[[/T``'h F,al'lL _ ✓
<br />�1 ✓ CEN s
<br />P:•' EN 9 FLORIDA BUILDING CODE Non High Velocity Nurricans Zone) _ J 9FLORIDA BUILDING CODE (Non High YBloe) Murrlcnne Zone)
<br />441 BT % h3oxo nRm. 24 GAGE GALVANIZED STEEL STORM PANEL ,Yw�+'w. 1 IN. PANEL LENGTH = g, 441 * mRco. 24 GAGE GALVANIZED STEEL STORM PANEL ar11,',ar
<br />* :• * .: * ' �--�. o1Y17; 1311a 1. INSTALLATION ARE
<br />PRESSURE (MATING ONLY +/- VAUD 40.0 F p s.1�AN0 8'AS DOOE�N SHALL. BE 2 -6 =* : 4r � ' � In/n/m10
<br />STATE 0 =uco
<br />GLOBAL PROTECTION PRODUCTS, LLC. ].RPANEL LENGTH. ,.$TOTE D��PG,
<br />-- �Y /Y / GLOBAL PROTECTION PRODUCTS, LLC. ,am5N. slsari 9•f 4'-G c `i um sr sp laww. rL Jv,. 2. FOR HEW WOOD FRAME CONSTRUCTION: WOOD sy Off: ., (OR
<br />' nal �> Nor a L cow 0.9. n
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<br />''r`+•N /C) + NxTUNVD.R-G-oIYMlIF -' OK-K, n•_ DENSITY OF 0.55 OR EQUAL. N G a-oao6ny tPsF m-•Nr' IApNi. loa+)gw-lxs, r+W pa.AYP-sm
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<br />ENGINEE"NG
<br />to I
<br />ENGINEERING EXPRE9l3®
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number: I735W t - R2
<br />EX Project Number. 20-31543
<br />Product Manufacturer All American Shuters and Glass
<br />Manufacturer Address1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name S 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 Burmese and Professional Regulation (Florida Budding Commission) Rule Chapter
<br />81 G20-3O05, F.A.0 , for alltowde acceptance per Method 1(d) The product noted above Iles been
<br />tested and/or evaluated as summedzed herein to show compliance With the Florida BuBMrg Code
<br />Seventh Edition (2020) and Is, for the purpose intended, at least equivalent to that required by the Code
<br />Re-evaluallon of this product shall be required following pemnent Florida Building Code modifications or
<br />revisions,
<br />Substantiating Data:
<br />. PRODUCT EVALUATION DOCUMENTS
<br />EX drawing 020-31543 WW'24ga Galvanized Steel Storm Panels (HVHZ 8 Non-HVHZ)*. sheets 1-5,
<br />prepared by Engineering Express, signed 8 sealed by Frank Bernardo, P E. Is an Integral part of this
<br />Evaluation Report -
<br />TEST REPORTS
<br />Uniform static sfrudural performance has been tested in accordance with TAB 202 test standards per teal
<br />reports) OBT-ASG-17-001 by SWAwaterr Testing, Inc.
<br />Large misslk impact resistance and cyclic loading performance has been tested In accordance with TAS
<br />201 and TAS 203 test standards per test repon(s) SOT-ASG-17-001 by Blackwater Testing. Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based o T
<br />comparative and/or national me" to quality the following design criterre.
<br />1. Maximum Allowable Spans
<br />2 Minimum Allowable Spares
<br />3 Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 121" AVENUE SUITF 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEANO ENGINEE RINGEAPRESS, CON
<br />ENGINEEAINGEXPRESS.COM
<br />et ENGINEERING
<br />Page z Or
<br />All American Shutters and Glass - 24go Galvanized Steel Storm Panels
<br />No 33'% Increase In allowable stress has been used in the design at this product.
<br />Separation from glazing is not required for installations outside of wind zone 4 and essential facilNfes.
<br />impact Resistance:
<br />Large Initlect Resistance has been demonstrated as evidenced In previously listed test reporns), 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 schaduls(s) on the
<br />fespective Product Evaltudion Document (I,e engineering drawing).
<br />lnstapaSon
<br />This product shall be Installed in strict compliance with As respective Product Evaluation Document it a
<br />angineeHng 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 (i.e
<br />engineering drawing) as noted herein
<br />All supporting host structures shall be designed to resist all superimposed beds and shelf be of a material
<br />Wed in this product's respective anchor schedule. Host structure condRfons 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 />An components which are permanently Irstalled shall be protected against corrosion, contamination and
<br />other such damage at an times.
<br />Ties product has been designed for use wlihin and outside the High Velocity Hurricane Zone (HVHZ)
<br />Respm-trullq,
<br />33�� a_vt4
<br />" .
<br />'19" tgrdrr}��
<br />Frank Bernardo. PE
<br />ENGINEERING EXPRESsf1
<br />4PF.004f)'49I Cen Auih 9895
<br />160 SW 12•" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAm0ENGtNEERINGEXPRESS.COM
<br />ENGINEERi%GExPRess.COM
<br />INAN:i4n"v,NAOA++C . ns
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<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PERP. TO PANEL SPAN)
<br />TOP MOUNT (CONN 'TYp,
<br />TYPE AS REQ'D) SECTIONS
<br />-}- IH WATITCH
<br />OPTIONAL STITCH
<br />BOLTS AL SS
<br />WINC"NVTS FASTENED ID
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<br />MAY BE AT 7 0.379'
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<br />i TYPICAL VERTICAL MOUNBT ELEVATION
<br />1 N T S.
<br />ELEVATION
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<br />�FANILSMIYITENCTLHEDA5
<br />PROVIDED THAT MI NECTIONS AND
<br />ANCHORS qiE USED WH)CH SATISFY
<br />VAINGNUTS FASTENED @
<br />SPANS ABOVE a BELOW OBSTRUCTION.
<br />OVENLAPS O NDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />IIIIII N.T.S.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />A . MINIMUM ST MM ANfL SLNARAiKNN EADM GlAST.
<br />N M
<br />I11 11 WmOIONf
<br />4 ESSENTIAI F ClinF31
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<br />DESIGN LOAD B PANEL
<br />FASTENER SPACINGTO
<br />DETERMINE MAXIMUM ALLOWA&E STORM PAN EL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVELOADS
<br />LOAD LESS THAN OR EQUA
<br />L TO
<br />NEGATIVE DESIGN LOADS.
<br />'PA FASTENERS' ARE IN
<br />2 CTI AWITH AS ENTING USED
<br />N A EXTRUSIONS
<br />CONJUNCTION UD 11 MOUNTING EX VS
<br />(^P-TRACA, STUDDED SHALE. ETC.) USE fi VALUES
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<br />All 'H'- AND'U EADE S I i CIUD NG BUILD V
<br />CONDITIONS)
<br />3. ACCEPTABLE.
<br />T OTHERWISE
<br />TE USE
<br />NEXT HIGHER
<br />A
<br />ACCEPTABLE, OTHERWISE USE NEXT 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 REQUIRED FOR USE WITH POSITIVE WADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LIMO
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />CIL FAITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE I5 NOT REWIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED.
<br />MAXIMUM ALLOWABLEe`��
<br />DESIGN PRESSURES:
<br />�n,yT,9. i' 1651
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULES
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SvSTEM SHALL BE DETERMINED PER
<br />SEPARATE ENGIN®ONG IN ACCORDANCE WITH THE
<br />GOYSRRFMOONG CODE, PRURE REDUIREEMMENFS As
<br />DETERMINED IN ACCORDANCE YARN ASCF 7 AN6 DHAPTER
<br />ISM E pOF THE FLORIDA BUILDING CODE SHALL BE LE55 THAN
<br />P�AESSUORE TCAPACITYY V POSITIVE
<br />HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN.
<br />GENERAL NOTES:
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<br />sr PT 1-6'
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<br />160 9.]"
<br />61'
<br />DFWAtT UITRAC011 4 1
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<br />1L8"
<br />a0•
<br />i6.0
<br />di"
<br />9.5•
<br />125'
<br />D' fi
<br />6 1
<br />5.5"
<br />12, 5'
<br />76' 1'
<br />l6 a'1D
<br />6 B
<br />L1 I,,
<br />12 E'
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<br />60"
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<br />a 3'
<br />12.5"
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<br />3.4-
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<br />16.D" L3"
<br />s.4.
<br />12. S '
<br />1 6 a'
<br />SA'
<br />1 25
<br />60'
<br />9.1'
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<br />12.5'
<br />l60' Bl'
<br />S. '
<br />4
<br />l A• 1 N 11 {I
<br />1 r 1 l3
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<br />160" I6a
<br />6
<br />]60"
<br />12 .5'
<br />l D'
<br />1 SO'
<br />II.O'
<br />12 5'
<br />19 .0" 13 4"
<br />10 T"
<br />0C
<br />D[wNT U LTRASOM 41
<br />, 4e
<br />1 5
<br />-
<br />1h.tl' 16
<br />13, 9"
<br />.5'
<br />".0
<br />o
<br />Z1
<br />9.E'
<br />12.5"
<br />I6 0 12.0
<br />9 6"
<br />32. 5
<br />a' 14
<br />10 q
<br />li 9
<br />12.7'
<br />Its D"
<br />J2
<br />12 T
<br />]38' '
<br />1 Y
<br />1.."
<br />1e P"
<br />13.9'
<br />9.J••
<br />17 J"
<br />16.0' ii w
<br />12 5'
<br />16.tl' ILION!
<br />liI
<br />A 5"
<br />12 9'
<br />160"
<br />1 1.9'
<br />AS
<br />13.9"
<br />is ON it 9"
<br />1
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<br />4'41 r NNFU 33
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<br />47
<br />48
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<br />]aa' I6a
<br />1 ea
<br />1 5'
<br />P
<br />1 O'
<br />Q
<br />1 7"
<br />1
<br />1 3,4
<br />12 S"
<br />14 D' 14 D'
<br />11 9"
<br />SZ.S'
<br />160' 1a0'
<br />13.6'
<br />12:5 "
<br />1 Q'
<br />6
<br />SC6'
<br />1D.e•
<br />12 7'
<br />16.0" 124511
<br />10.7"
<br />11.5'
<br />16A, is.".
<br />13.T
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<br />125'
<br />160 125"10.6"
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<br />12,5
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<br />1"IT ]
<br />12 3:
<br />12 .5'
<br />16 0
<br />1 S'
<br />2.
<br />ED.6"
<br />12.7'
<br />186' 12•S
<br />1 a"
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<br />16.0" 1LIf
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<br />1L5" O.B'
<br />1
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<br />lsa' 1aa
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<br />12.3
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<br />16.0 IN 0
<br />11.6'
<br />OHwJuI Y INAIr 41
<br />19
<br />S2.S'
<br />SB.a• 14a'
<br />16.a'
<br />i2.5
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<br />is.7'• 11A'
<br />12.5"
<br />16.0" Ii.6"
<br />11.3"
<br />1 z.5
<br />]Q U. 36. a
<br />]4, 1"
<br />SZ.!"
<br />]6 0'
<br />153' 11 2"
<br />f2 3"
<br />16.8° 153"
<br />11 9"
<br />6
<br />ff'
<br />.5
<br />16 0'
<br />lay' 11 125"
<br />2
<br />16 0' 15.5"
<br />1L.2'
<br />>C 5212
<br />72
<br />12.5'
<br />16.0" lei"
<br />13 2"
<br />11.11
<br />"
<br />5' 1 i" 12 5-
<br />16,0" 25,51
<br />11 2"
<br />2.6«
<br />EDGE
<br />DISTANCE
<br />3/11Y 11-VI' CNOW 13
<br />6.25'
<br />10.3' a2S'
<br />7.1' 6.25'
<br />6.4"
<br />IN A
<br />AN IYNA)u 41
<br />e.2S
<br />83"
<br />48
<br />LI---�� 52
<br />H� 72
<br />T/4".r-1/A•rNM« 33
<br />u.
<br />16. ' 6.5' 6.7' 6.25
<br />]3 e15'
<br />305•
<br />IIFWMI tl,RAr'.04 41
<br />13.5'
<br />car• a2!"
<br />9.1" 623
<br />"3r.
<br />31.1"
<br />48
<br />� Z
<br />F� S
<br />Eta 72
<br />6 24'
<br />6.25'
<br />I O.B' a2S'
<br />A7'
<br />A7' 6.25^
<br />93' 6.26'
<br />9.F•
<br />9.71
<br />IN"Y I•IIY'r 11 33
<br />lz S'
<br />U
<br />TRW 6i TW.N 41
<br />SZ.i"
<br />m&- 1 5,9' a2S•
<br />SO.e 1. E' 4.a 6.25"
<br />107' 4.1" 4.0"
<br />125
<br />13. ' ! ' ].0• a2S"
<br />3 1
<br />]D I" 4l' 4a'
<br />a25•
<br />I0.7 4.1" 10"
<br />l3
<br />48
<br />52
<br />72
<br />6. S
<br />' 1. • 5'
<br />12,3 7 4.6" A2
<br />] ]J 4 40'
<br />a2S"
<br />1 7' 41" d0"
<br />0
<br />a35'
<br />10.7" 41 10' a2S'
<br />A
<br />107' 4.l'
<br />4
<br />H
<br />O
<br />s
<br />IM"1I Y'FIIOH) 33
<br />{
<br />Au n0 s ND s 41
<br />TNT fib FT
<br />123'
<br />]Q a'14.3 I15'. iZ-!'
<br />]6.0' 9.7
<br />7 9
<br />z
<br />1 4
<br />1 .e" s7'
<br />8
<br />7 D'
<br />12 .S
<br />6 " 1 A]' 1 .5'
<br />1 ,0 1 7 2
<br />] 0 .8
<br />6 7
<br />63'
<br />12,5'
<br />IB D" 7 8"
<br />6.3"
<br />12,5
<br />1s,a' A7 7 e' 12.5'
<br />16 0 7.7
<br />6.2'
<br />12 5'
<br />16.0" 7 7"
<br />6.2"
<br />4B
<br />y
<br />T I 52
<br />12.5.
<br />16.0" 9.9"
<br />7 2" 12.5'
<br />l6 0 7.7'
<br />6.2
<br />12.5
<br />16,01
<br />115
<br />16.a' 77'
<br />D2' 12.!'
<br />16.0' 1-7'
<br />B.2'
<br />li_5"
<br />16.0' ),7"
<br />62'
<br />i/•1^ x I 1/V• ENBEP 33
<br />]2 S
<br />16.a' a4'
<br />3, 9" 6. 23'
<br />31 5' 9 4'
<br />4.1•
<br />a2S"
<br />IO 3• 4.6"
<br />3.7"
<br />12 S
<br />13. '
<br />4 a2
<br />4. ' 5'
<br />a a2
<br />9.7' 36'
<br />3.3'
<br />625`
<br />9.2 36`
<br />3.3•
<br />NrwNl MPfI AIr 41
<br />M
<br />/B
<br />b.2S
<br />11.5' 4.1"
<br />41 625'
<br />92' 3.5
<br />JLT
<br />a2S"
<br />9.2 3.5•
<br />3.3'
<br />b Z5
<br />106" 4.1'
<br />38" 625'
<br />0.2
<br />35'
<br />J.3•'
<br />y
<br />T 52
<br />72
<br />B.2S'
<br />9. z- 33'
<br />J3" a,25
<br />3L"
<br />9.2"
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<br />Lx MIND 73
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<br />Fpf�� 4e
<br />fM-Y 52
<br />2
<br />12.5'
<br />1 6.a' 16.0"
<br />10,9"
<br />12.5'
<br />160"
<br />16.0' I5'
<br />12. S'
<br />1 . 1 .0' 6.7'
<br />60' b
<br />i2.i
<br />I6a' 1a0°
<br />66'
<br />12 5'
<br />360'
<br />It➢' 6.1'
<br />]2 S'
<br />]Q 0" ]4.e' 6O"
<br />1z.5••
<br />3e. 36.0"
<br />'0"
<br />7 .5"
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<br />160"
<br />U 6A'
<br />.7
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<br />16.0" 14.7 6.0"
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<br />t25
<br />76 a' i60'
<br />16 a' 14.7'
<br />69"
<br />60-
<br />12.5
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<br />x6O'
<br />160'
<br />1.' 0'
<br />1 7 6
<br />t 60
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<br />2
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<br />] 0 4
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<br />WOOD 9CR w1 41
<br />�Y••.�. 48
<br />LLf"•'� 3Z
<br />72
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<br />76.a' 1 a 1•
<br />91`
<br />125
<br />160•
<br />97' 56"
<br />12,5'
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<br />ll.T
<br />I215•
<br />16.a]
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<br />i6-V1 9.6,
<br />7 0"
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<br />S.6"
<br />12 5
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<br />9,6 56"
<br />12 57
<br />]35
<br />12, 5'
<br />16.0- 9.6' S.6'
<br />Sa-0" A6" 38"
<br />16.0" 96' S,6"
<br />3
<br />Ile a1-11•EYl Bev 93
<br />TAP CAN '-FA6' 41
<br />y s 48
<br />T /� 52
<br />72
<br />L2.5
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<br />"0' 9
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<br />160
<br />115"
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<br />2
<br />1 6.0'30.2" IM
<br />12.5
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<br />1aa'13.7"
<br />160 1L.1
<br />12.5160
<br />92"
<br />72.5'
<br />Ia0`9.r EaE
<br />L S'
<br />2,
<br />12.5"
<br />IS.tl' las`
<br />16.a' 9.1"
<br />12.5
<br />12 S'
<br />160
<br />160"
<br />4,1'
<br />8.1
<br />12.5'
<br />]2. 5'
<br />16.0- 9.1"
<br />19.0" A3•
<br />U' S.
<br />7/1 . JA EMBED 23
<br />All PUINII h- 41
<br />WOOD BUS+DIG d6
<br />!2
<br />]z
<br />LLS'
<br />1 .a 8.6
<br />7. 3
<br />S S'
<br />15.1
<br />B.0' P.
<br />32.5
<br />1 3.. 5.3" I.S"
<br />L2. S'
<br />]6.a' Vol-
<br />S.9`
<br />12.5"
<br />113'
<br />4.6' 4II
<br />a.23"
<br />1Z.4' 4.e' 1.1'
<br />L2. S'
<br />15.4. 5.9"
<br />5.0'
<br />&25'
<br />123'
<br />1.1' 4.0"
<br />a2S'
<br />12.3 4,7•' d.0"
<br />12-5'
<br />14.2" S.t"
<br />A7^
<br />1 '
<br />6 5
<br />12 3'
<br />1.7" 4 .0
<br />6 25'
<br />12.3' 4.0'
<br />4.T
<br />' 4 •'
<br />4
<br />'
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<br />.J' er' aD"
<br />ANCHOR NOTES:
<br />ANCHOR 0. PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES
<br />L NCW3 SCHEDULE APPLIES TO LL RO CHiTi
<br />MAXIMUM ALL YNAVILE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SW E DUL.E SMALL APPLY.
<br />2 ENTERA N LE BASED ON PANEL FASTENER SPACING THE EXISTING STRUCTURE
<br />ID,OR 1
<br />MATERIAL, a / NCHOR TIPS TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />WAD ON SHU TER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAMSELEM
<br />CONNECTION YPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHE 'DE FICATIOIY OF O�NNECilON TYPE ET 2 FOR NR
<br />3. PANEL I ASTENERS' ARE STUDS USED 1N NW �NCrION WITH ALL MOUNTING EX7AU510tS
<br />('F'-TRAIX SL ANGLE, ETD) USE 6.25. O.0 PANEL FASTENER SPACING TABLE VALUES FOR
<br />'-DEO
<br />ALL "N`- AND 'U'-HEADERS (INCLUDING @UILDOUr r _ONO!'RONS)
<br />4 ANCHOR S SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS
<br />S. LLCI @ STRUCTURE SMALL CONFORM TO ASTM C90 BLOCK.
<br />Ht w LCYDR Ii05T s u
<br />fi. f l SHALL BE AS NOTED N A CJ10R SCHEDULE.
<br />MDdMU EMBEDMENT AND N
<br />7 MPltMU11 LN4BEDMBNi AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRIl3i, AND OTGRfiR WALL
<br />FNiSHES WA_L FINISHES SHALL HE UNITED TD Lf4"MAX OR SHALL BE VE0.1F16D 8Y OTHERS TO
<br />PCEQUATELY 'PANSF9LLMD57O HOST STRUCTURE.
<br />B. CONCRE rE ANOHORS NOTED HEREIN SHALL Bf EMBEDDED TO UN -CRACKED WNCRETE ONLY.
<br />9. WHERE 1 XISTINGSTRUC'TURE 15 WOOD FRAAVNG, EXISTING CONDITIONS MAY VARY: FIELD
<br />VERIFY OA ATE FRAMING EMBERS NOT PLYWOOD. FASTENING
<br />TOP TOO SACCET ARE 1NL WOOD EPIE M DEQU
<br />TO PLYWOOD S ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE.
<br />10WHERE, SVCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF N(441NA. 1" X 4' (WIN,) WOOD STUD (f " EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). W )OD STUD SMELL BE'SOl1THERN PINE' G-0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL WAVE P -OLLIPS PAN HEAD OR HE( HEAD.
<br />It. REMOVA 3LE ANCHORS ARE DEWALT PANELMATE, ALL -POINTS SOLID -SET 8 BRASS BUSHING
<br />L2. MAC HIN, SCREWS SHALL HAVE In' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER MEAD (SIDEWALK BOLT) U. N.O
<br />13. WOMUf I EMBEDMENT AND EDGE INSTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />14. DESI(,NATES ANCHORCOI DRIONG WHICH ARE NOT ACCEPTABLE USES.
<br />13 * DIRE' T MOUNTING CONDITIONS.
<br />16. LINEAR: NTERPC ATION 15 NOT PERMrTTED FOR USE WITH THE ANCHOR SCHEDULES UNITED ON
<br />THIES SFEE7
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<br />SH 1.5�
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