|
EZI/18,
<br />EZIW/18 ANCHDRS
<br />___(Sff SECTION 121 Is ALTERNATIVE EZIW ON WV 16)
<br />3: M.. -3-
<br />I Min
<br />QN/@ NOTE 2)
<br />119 (SEE MOTE 2)
<br />POP wvv
<br />tkita0kim
<br />0 Ot
<br />AT 2 PER
<br />PANEL.
<br />Fill,,
<br />56X
<br />or 'L'
<br />N!) PANEL) INI RfOR PANFI) TNT RIOR PANEL) i (kvil" 441.) (END PAN:,L) MAX
<br />SEE NOTES 2. 3, 4 SEE NOTES 2, 3, 4
<br />oil -0. LCN.11.1
<br />40 P
<br />*7 ,
<br />Is i
<br />is i - 1 L
<br />PANELS W/
<br />OVCPULAP
<br />APPUKAAU)
<br />50%
<br />'NU,
<br />_;-Iri T_
<br />i _FT i -1 1 1 '4" 4-44 �.j A -1-
<br />_J_J_ ILL J_J�A L� I
<br />Min, 3
<br />wn, yE M.
<br />NOTE
<br />(W, �Arlot` C21 & ALIERNATWE [21W 04 SNEr 18)
<br />EZIW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL(!) SYSTEM
<br />SCALf_ 3/32"-l'
<br />�J4' Wft. GAP
<br />SECTION A -A -!Nh,%
<br />I " , N
<br />SCAI F 3/32"
<br />ENGINEERING
<br />ENGINEERING EXPRESS*
<br />PRODUCT EVALUATIom REPORT
<br />September is, 2020
<br />Application Numbot: 17852.1 - R2
<br />EX Phsled Number, 20-31543
<br />Product Manufacturer All American ShOom and Chase
<br />Maritihocituter Address 1540 Donna Road
<br />West Plum Beach, FL 33409
<br />Product Nomis 8 Desor"an: 24g& GeNarized Steel Storm Panels
<br />Large MhWIe Impact Resistant
<br />Scope of Evaluation.
<br />This Product Evallindion Reparl Is being issued In accordance With ft requIETHYmmirts, of On Florida
<br />Deportment of Susinses and Professional Regulation (Florida Sts" Commutation) Rule Chapter
<br />SIG20 3 005. F.ALC,, for statewide acceptance par Method I(d). The Product noted mbm* has been
<br />tested andjor, evaluated a summerizimB hersin to show cornifikence with the Florida Building Code
<br />Seventh Edition (2020) ancl is, for the purpose Intended, at least equivalent to that required by the Code
<br />Re-evalustion of Oft product shall be required following pertinent Florida Stakfing Code niod cationsor
<br />revislons.
<br />Substantiating Daft:
<br />- PRODUCT EVALUATION DOCUMENU
<br />EX drawing 020-31543 OW -24gs Galvanized Stool Storm Panels (HVHZ III NonHVHZ)', shoreft I-$
<br />Prepared bli Engineering Express. soned & sealed by Frank Sennordo. P.E, is an Integral pan of"
<br />Evathishon Report.
<br />. TEST REPOWS
<br />Uniform stak Stnictural performonce has been tested in accordance with TAS 202 tow standards per test
<br />fopon(s) NOT-ASGI-11 7-M by Plackwattit Tosting, Inc
<br />Large misofle Imphict toolelance and cyclic loading performance has boon Waited In accordance with TAS
<br />201 ancl TAS 203 tat standards Per lost report(s) SOT-ASG- 17-001 by Bftdmotw Testing. Inc
<br />. ST]tUCTURALEN(UNEEMNGCALCULATMMS
<br />Structural engineering calculiftiona have been prepared which evaluate the product booed on
<br />comparative ondifor rationei anaVaim to quality the following deep cifterls.
<br />1. Maximum Allow" Spent
<br />2 Minimurn Allowsible Sports
<br />3. Minimurn Glass Separation
<br />4. Anchor Spacing
<br />160 Sw 12" AVENUE SUITE 106, DEERFIELD StACH, FLORIDA 33442
<br />(954) 354-0660 1 (066) 396-9999
<br />TtAm0EmGIN1tRJNGEXPR1S$.CQ"
<br />ENGtroomtmGExPm6%s.com
<br />Iis LAST PANILCD TO HE INSTALLED AT EACH OPENINC SH&L ALWAYS BE
<br />PRCMDED W/ REAR HANDLE TO FACILITATE IN-74-1AT-KIN IF INTENDED
<br />'0 BE INSIAILLED FROM INSIDE or STRUCTURE I
<br />NOTES
<br />-2=: E - Z 14ANG STORM PANEL SYSTEM
<br />I C-t TRACKS TOP & BOTTOM
<br />END PANELS SHALL ALWAn BE CONNECTED 10 OOT10M TRACK
<br />OTHERWISE A STOP W (V SHXL HE PROIAUED AT TOP OF SUC14
<br />PANELS
<br />(5) IF END PANELS ARE CONNECIED TO BoriUm FRACK, LUNNECTIUN
<br />SHA1.1 CON-1-,T OF 1/4-0-20.3/4' M.S. W/ ?/M'ft3j37' WING
<br />NUT �R 114,90/4" Min YHUMOSCREW INTO TAPPED BOTTOM
<br />TRAC LOCATION OF FASTENERS MAY BE AT EFTHER OF TWO
<br />EMPTOR FIAT FLANGES OF END PANEL
<br />(4) IN CAS� 14AT E%O PANELS ARE NOT CONNKtip To BOTTOM
<br />TRACK G .. A STOP BAR IS ONLY USED AT TOP) AT I M51 IWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK USINC, SPECS
<br />INDICATED 0" NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM IRACY. M0 OCCUR AT ANY PANEL LOCATION
<br />t INSTAILAVONS ONTL� VAUD FOR WIND
<br />SPEED UP TC 170 m.p.t;, I
<br />Hurricane
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shulturs and Glass - 24p Galvanized Steel Storm Panels
<br />No 33% Increase In slawable strosis has been ussif In the demon of this product -
<br />Separation from glazing is not required for Warliallistions outside of wind zone 4 and essential fvlcfliltlft�
<br />Impact Resistance:
<br />Large Impact Resistance has boon demonstrated as ovkhmed In proviouelf 11sted lost report(s). and is
<br />accounted for in the Engineering design of this product,
<br />fflnd Load Resistance
<br />This product has been designed to resist wind toods n Indicated In the span schoduls(s) on the
<br />respective Product EvsJuallon Document (I a Engineering drawing).
<br />fnEffilatiOI7
<br />This product shell be InstaNsid In strid compliance with ft respective Product Evaluallon Document (10
<br />angirseering dramilio) along with all oamporsorthis noted therein
<br />Product components shak be of the material spooled In That product a respective Product Evokwilhon
<br />Docurrient(le.stigiria"chavil ).
<br />Limodons & Condfflons of Use:
<br />Lima of this product sinall be in OW accordance *0 the respective Product Evaluation Document (I.*
<br />engineering disiving) as noted herein.
<br />All supporting host structures shell be designed to nosist *0 superimposed Waft end shol be of a material
<br />listed in this product's respective anchor schedule. Host structure conditions which aft not accounted for
<br />in this product's tespeclivis anchor schedule shalt be designed far on a she -specific basis by a registered
<br />professional engineer.
<br />All components which :to peffroon-W installed shah be protected agoinst corrosion, contarrimation. and
<br />DOW such damage at 0 times
<br />Tits product has been designed for too within wW outside the Koh Velocity Hurricane Zone (HVKP.
<br />Respo;tfully,
<br />Frank Bermando. PE
<br />ENGINEEPUNci EwREW
<br />ElPF0046541) I Cen Auth � 9885
<br />160 SW 12- AVENUE SuiTe 106, DEERFIELD StAcH, FLORICA 33442
<br />(9S4) 354-0660 1 (866) 396-9999
<br />TeAm0EmGiNrtmimGExpRtss.coM
<br />ENGINIIRINGExpitess.com
<br />INSTALLATION DETAILS FOR
<br />INTO POURED CONCRETE, CONCRETE
<br />SERIES 2000 E-Z HANG
<br />BLOCK AND WOOD
<br />STORM PANEL
<br />STRUCTURES
<br />6)
<br />POLM
<br />T FEE,
<br />om OR
<br />CONCRETE VLOCK
<br />ANCHOR 0 12' TIC
<br />1/4"0 IAPCON NICK WAD TEX
<br />SCREW 416A' FROM
<br />=104W
<br />J14.1. HEX HEW TEK
<br />SCREW FROM
<br />ANCHOP. 0 12, ac�
<br />JIDOE OF
<br />0#4'
<br />EDGE OF
<br />I
<br />9
<br />1
<br />ED
<br />2
<br />L
<br />is =M W
<br />a 0, ai� 11 /,t.
<br />I
<br />10 GLASS
<br />--i
<br />ALUM POP
<br />01 RNET"
<br />TO GLASS.
<br />Pop
<br />C1 RIVE1
<br />MAX.
<br />LENGTH 4; 1
<br />1 PANEL OLMM is
<br />$-$UAPATOt- I
<br />to CLASS. 01
<br />Rin.
<br />V-- SEPAPATION
<br />0 70 OLAMn
<br />C, WE,
<br />to
<br />Will
<br />0 1/4*0-20.2' OF -L-
<br />I
<br />REW
<br />"-L-
<br />07
<br />1/2
<br />07
<br />114-0 IAIPOON ANCHOR
<br />0 12* O.C.
<br />1/4'0 TAPOON r-
<br />ANCHOR To 12` D.C. arKINOR"D
<br />2..4- wow
<br />PLAITS:
<br />CONCIRM 9LQCK
<br />iA
<br />"Qum
<br />imougmt)
<br />WALL-AMNTING
<br />SCALE 3/8-1"
<br />ALTERNA11VE EZ1W
<br />SCALE 3/8-1'
<br />JIM MiNt. PANEL LENG11i
<br />I . NVALLATiON ARE ONLY VAUD FOR MAX, A.S.D. DESIGN SHALL BE 21-6'
<br />PRESSURE RATING +/- 40.0 P-9 f. AND 6'-0* MAX
<br />PANEL LENGTH+
<br />0.44
<br />I% STATE 0
<br />FLORI OUILDING CODE (Kan High Velocity "Wr
<br />item it"= W 24 GAGE GUYARaED SREIL STORM PANEL
<br />GLOM PROTECTM PRODUCTS, LLC.
<br />00ftO Zons)l
<br />40/17/euii
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />Imor
<br />01, 1131,
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />......
<br />mt_tttftVX,.
<br />a* OWN
<br />-.1. IN,
<br />20-175
<br />DENS" OF O�55 OR EOUAL.
<br />ft. - 1 - 1 M .
<br />PIL
<br />Fxq
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)j
<br />TOP MOUNT (CONN
<br />TYR
<br />7TPE AS REQ,D)
<br />se�MON
<br />OMOOIAL f.1,20 BTITCH
<br />BOLTS WITH WASHMO
<br />T
<br />WINGNUTS FASTENED
<br />OnRLAPS 0 KOSPAN*(i
<br />APPROPRIATE SPAN TASI
<br />'oe
<br />r--7
<br />N
<br />L-L
<br />Barra � MC-3UNI
<br />(Cont YPE AS
<br />11
<br />UQ*D)
<br />Nt
<br />MAY at AT 0373"
<br />6, vorT
<br />t-I'N TYPICAL VERTICAL MOUNT ELEVATION
<br />"ll2i WT S,
<br />ELEVATION
<br />top MCUM
<br />(C"-rvpe-\
<br />Unto,
<br />AS Uqo,
<br />(SPAN ABOVE
<br />48MUCTION)
<br />Tborrom
<br />N -
<br />rV.011 WIT
<br />to 61
<br />I,
<br />_7 Entax
<br />osgrobcnoN
<br />it OCAffON 14AY VARY I
<br />BOrrTJM MCKINIT ( NN
<br />tSPAN OELOW
<br />ITite At RECtO)
<br />OWRUCI`ION)
<br />FANELSMAY BE NOrCHEDAS REQUIRED,
<br />-1-AL.W.20SMCH
<br />OOLTSWI WA6,11EKED
<br />OVI 7 T CONNECTIONS A D
<br />AKHGR5AkFU�WWCH%A
<br />NGNUTS FASTENED 0
<br />SPANS ABOVE It SELOtV cmi
<br />OVIEFULAPS 9 MIDSPAN tUSE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />IM (NOTCHED PANELS)
<br />\IV NJ S,
<br />ELEVATION
<br />MAXIMUM ALLOWABLE
<br />,jr.r �i-
<br />DESIGN PRESSURES: Z�4
<br />AS NOTEID IN DESIGNI
<br />DESIGN NgJES: SCHWULES
<br />K*1TM,rDNEGA1IVEnGNpRE URESCALCULAM
<br />E I 12M IS,
<br />T 9 Sv a r R IV PER
<br />BE, re E IN C T
<br />I! N45 ULR TRNTCHA ER
<br />R A H
<br />ED I! AL E UkSq AN
<br />V Dits
<br />OR UAL TMO TH N I N
<br />P UIR! VAI ES LiSr 4 APINT, ANY
<br />ASSE SLY AS 6 K
<br />GENERAL NOTES:
<br />VISIT OrALC.IW1543
<br />1 $.- 0
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<br />Uj
<br />T
<br />jig
<br />5
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<br />TYPI 11 p 11
<br />094% C62. 14
<br />QGIJ ale
<br />930- _�ILTS "1 4 .1
<br />Of 01 WOW- - - T 71 2.000"
<br />I QPIL 250� -4 2.000,1-- -.1 2DW Typ
<br />Pit;
<br />6
<br />KASQ--OUT -U- HILAININ SIAS& ekkIASUP-Ift, <11
<br />T 3 390" MA 0 30"
<br />0.36s" JI `6a 0 37r 01 0-350"
<br />;I Ir 4
<br />112.500"PANEL COVERAGE j- 0 cl;"I P
<br />0-290 0.05a.
<br />14 071"FAMELLUZ11 LEA so'. 4
<br />DIRECTION Des.
<br />065* VA a aoi,,-� �03014
<br />r Gogo. ogy,
<br />TYR
<br />rr=
<br />0 375"
<br />LEO
<br />DIRECT"
<br />127,
<br />a I I-
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<br />Livrs
<br />T,
<br />41i i 11
<br />MAX.
<br />A"MAX.- CMIRQaWM DETAIL
<br />A as, MAR
<br />BUILD -OUT LAj
<br />OWANCE T
<br />R"11
<br />LOW
<br />1
<br />Low
<br />FLAP
<br />MAX
<br />25. MAX
<br />'T
<br />E 1.5w
<br />MiN
<br />MIN aw
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<br />WABLE SPAN SCHEDULE
<br />ANCHOR SPACING SCHEDULE: -IV7
<br />T
<br />24GAUGEPAAELS. PANEL FASTENERS 6 Is 3*0C.
<br />41040% FF TOP MOUNT
<br />rc or :%
<br />:T - ; 2.3' NMI! 1DUMT" 21 a- WOe DUTA$iCE AT cn
<br />_71 ALLOWABLE PANEL SPAN & GLASS mAx memo$ -0-0
<br />11- "1 "1' max memo me
<br />mu T"I cooN TvP FRU"119
<br />h- at mene-as Fee
<br />T_. v SEPARATION SCHEDULE: 01 a, a, I VIE. I w mom b Izit, 26.0, 14'r, q.9, 101140 i1o.2 44 12 1; Id.o 111 6.1 u�..rEgaD 3)
<br />0 Tit ad 1 24 GAUGE PANELS ir IT, & jr 2-c 21r DFWAIIT UtTRAC411 20
<br />- 1. "'T :si 12.s' Ica IF 'Li IzAr, is lao" as, IT, A ljjl*l 61 12!!9 -340" 6 11'
<br />Ir It, 4� _91 14.0" 1 &1" &5* 12,5 16.1)" &1' "' :, �, 4 �.
<br />ax. N4. &I I" &sD" al� s.411
<br />MIN*AU#* 5TORM PANtt MPARATKIN I Rom GLAS5 its, iffit S.4" 141" IALD' 1143' 3-4� 49 2 F jo.". 14"'. 6 'a'
<br />1"4Z. WINn 7ONE 4 Es"TIOU #A(Ift I TIES) 6 r 243 011 &L" St R �Crl& 0 -6 YG'Q- 14.7" SV`
<br />m 21.1r, " Is is . like. 2�7'- fijr,
<br />rj j7 12.9" IILTY' o" Ali -S" 1XI* f.4" 1. 147- 5 D' ItAr' I
<br />31r Z LL
<br />W Ar Z4' AF '�ir
<br />2F 2;r LIS' I6,W Ll' 5A* IT., ILL 6.1" J44- - 14.1" 9 D' 32 T' ICU- �47' 6.11-
<br />D"d MOW 24' 2V Air ILF' 2SW 14 9' 15 V' 11.1" 14,11" 15,11" LIA" 13 is -A' it 4" Jo.l., 11, 1 Ur cm=. 31 L2.5- moo liko� 2gE 12.F. I", 111.@- 6.2,11
<br />OIL'- 22' _TF Is, 3or IT 59WAT ULTRACON I L
<br />3F __ W -I-r 41 woobscitirw 41 346op MAO &1- 12.17, 1641, Is 71, 18 12151. 36 Q' 9,1* $A"
<br />113 v MICTWABILI INSTAUAnOhStM INSIALIAMNIGRFAtFA 114"r xr 27 4
<br />me .8 121, g3 , I& ix�l - 97 12.V: IL
<br />THAN 30'AWVE GRAOE THAN jr; PROVE GAAOf g sf P
<br />sPAN --- - ------ *ri'�51�7104 2r tr
<br />44 141-�, �r� Sake Alai 114 t -T --to a T I %L3' At" It S� 0.0" 1.8" :16: D: ITT,
<br />Fit, -12P : 9=-Om- 9 , 41" RAI, 72 Lk's' jd'W' *,it'. 3.4. It's' 16Lo" li.6�- S.S. 12.7' 16.0- ike 40"
<br />W66 . , WHI 32 925-- 3 oll ItT, 12.s.. Atka- =3 CIO
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<br />_10 I
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<br />its, ski
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<br />61 11 In 2 34" WGa DEBTANCR
<br />---!
<br />IWO cl- T-- -iiii-. stir, to, O"Ict, I CD
<br />41
<br />iz
<br />44 ANCHOR NOTES:
<br />-14 7� a LL 5 AN04OR SCHEDULE APPLIES 704U. PRODUCTS CERTIFIED HEREIN, BUTONLY PROVIDES
<br />72
<br />SPAN SCHEDULE NOTES: MAX PLIMAULOWAOLLANCHORSPACING� MA)LIMUMALLOWAILESPAkPIS AND FRIS5VILES INDICATED
<br />I, ENTER SPAN DULES WITH NEGATIVE Is 12w, if oil 6. INSFANSWIDkUl. ShAULAPPLY,
<br />4FA AM,,FAS7tNgR SPACINKS, IMS FV$TrMG!STAucruRE
<br />ESIGN LOAD 5 PANR FASIWER SPACING TO 4a 4129r, 111. 2 rA 4 REATER THAN CR %AkL To NEGATIVE DESIGN
<br />DETERMINE MAXIMUM ALLOWABLE STOPM PANEL LLI 6.2r littv. LOAD ON IIHIJIFFER AND SEE N OR EQUAL TO SH SPANSELECT
<br />SPAIN. SCHEDULE 15 ACCEPTABLE FOR USE WITH Allmoon 0- LACT SPAN GAEATER tKA
<br />PCSFFIVE 05 LESS THAN OR EQUAL TO "An - CONNECTION TYPE PASED ON Tfl.Al, FTIRG DOWITICIN LIREE MOUNTING DETAILS ON
<br />ilk .1
<br />LOA its
<br />2: 3 N. 8*1 a V- 711. 'Pif
<br />NEGATM SIGN LOADS. PAWL FASTINERS' ARE STU 06 USED IN OW UNCTION WITH ALL MQUNTING InfrRUSIONS
<br />D .1m_ Pat, 01' 6.8. TRACK, STUDDED ANGLE. ETC) USE6.21�0.0 PANEL I'A"PIFFESPACLING TABU VALUES FOR
<br />1", 0
<br />KIM 1 2. 'PANSIL =FRS' ARE STUDS USED IN
<br />L 4o It's, IV, P�
<br />('P-TRACK, MDOED ANGLE. IFTC.) USE 6,25' K 'It
<br />ALL
<br />CONUUNCYION WITH A j. MOUNTING E)TtRUSID"S .1 NO a ro 41W 51 F
<br />OC. N -NER SPACING TABLE VALUES FOOL 4 CHCT DER lh��UDIN BUILD"Unco"o"EaNS)
<br />1100 4.0" LIS" I ITT,)" 1 Ct" 1 4,W' L25* 1111.2' 44" 1 4.13 AN at, BIRST IN ACCORDANCE WITH MANUFACTURERS'RECOM4ENCIAlICN&
<br />I P -- III u., I I V- 1 7 mr, it V, too. 81.1 tir, 5� DW T STRUCTURE SHALL CONFORM TO ASTM COO RUDM
<br />�#`A FIL FASTIE tir m"11 �, ALL III
<br />ALL H, AND 'Ir,41KDERS IINCULIDING BUILD OUT ALL powl's 4out 517 +1 =2F re, a- -R, r 97 IT F =I4UMR`=e`Nf SMALL III AS,NoTED IN ANCHOR SCHEDULE,
<br />moNS) 11 _�,_ __T_ 121911
<br />3 UNENP INTERPWTION BEtweEN LOADS 15 1W k, 49 I2.S1 lol'r 7. ?A- 1 .51, UK 1..' 2,11"
<br />P 1 7 MINIMUM EMBEDMENT AND EDGE M51ANCLI e*CLU DEB STUC W. FOAM, STICK, AND OTHER WALL
<br />COND I - f FINISHES WALL FINESHES SKALL at UMIROTO k/4"MAXOR SMALL 01 vejurrED my orHm To
<br />ACCePTABLk. OTHERWISE USE NEXT HIGHER LOAM e r v: a * ftw 32. 1 r 7112" 1011 MIT" ?,r, 6.211 12.31 MIT`, 7.7 (D
<br />I ADEQLATELY rPANfi"R LCADS TO HOST STRUCTURE
<br />It 7-1. 63. 11A.- 14 q--- -I?-- ex. a V- is o- 1,11 ;1-1
<br />04'.1 M. Team. 3.11 6.4* 6,23" JIM CA` 44" 4,1r 16.3- 40" 1.7- -�NOIEDHMMSRA=Et4S6DDWTOUN-OtAC*I)COX'CREMQNLY
<br />a. 0010011,71 ANCI
<br />Lj 0 00 21 1§ N Cn
<br />11-A, +1 -12. F 31V S.2-. 4,W LIS" 9.3" 3.4" 3.3" &Zl- 10.2" 16- X3- ILTWOOO. FWMING
<br />aw GLASS SEPARATION NOTES: -I"- mT..'T" -., UT-.A.WAT, W.W - G CONDITIONS MAY VARY, FIELD
<br />CKI�� i.ry TKAT FRAMING MEMBERS, NOT P
<br />I eNTm SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETIERMINI! 44 *.2y, ILT' 4,4� 4.1 4, 5 1.3, Lr "s TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE cLosuRf PIKES, CID
<br />r7 v. awx MINIMUM AtILCIVITABLE SEPARATION FROM THE OPENING TO BE PROTECTED, I Pont- 32 6.251. 147 *V iiz` 1-5, 2.3., 1.23 ED, WHERE ANCHORS FASTEN TONARROW FACE OF SITUD FRANTINS, FASTIMALSKALL BE LOQUED IN
<br />111- �, A;`1 ", , '%' "T" IM 1 3,7-
<br />SCHEDULLE IS AsQUIRED I is
<br />7_1 FOR USE WrrH POSITIVE LOADii ONLY rqD. CENTER OF NOMINAL 2 X 4' (LNIN EDGE DISTANCE 15 ACCEFFASUE FDA WOOD M
<br />BID). - Lej)WOODSTUD(Y
<br />INTERPOLATION bVW15M LOADS IS ACCE"AbLE, OtHIERWISE USE NW HIGHER 'It" I'm At FRAM WOOD SITIJ 0 SHA 15OUrHEAS PINE'G-0,55 OIL GREATER DENSFN, LAG SCREW
<br />--Fz� SHALL HAVE PHILLIPS PAN 14SAD OR HEX HISAO,
<br />11%, ,ri -.1 LOAD
<br />F-1 I FOR IN ALLA71ONS OUTSIDE OF THE HVHZ AND OUTSIDE OF eSSENtIA1
<br />nwa 1 1, 1 1& it REMOVABLE ANCHORS ARE. DffWALr PANELMATE, ALL-POINT3 Sa3D-Srr& BOSS BUSHING
<br />,v � . . , r F AST WIND ZONES I THROUGH 3. THE GLASS SEPARATION Witt, LIT. MACHIN SLREM SHALL. HAVE In' MINIMUM ONGAGIMMENt OF THRCADB tNTo THE MC
<br />Ci; A�Ct ACUITIES TsNT v�ImNxm LM
<br />SCHEDULE is Not INTO AND NO MINIMUM SEPARATION FROM THE ANCHOR APIDI149AY HAVE ETTWP A FAR HEAD, TRUSS HEAD, OR WA HEAD (woEwALx
<br />20-31S43 W" o
<br />_D I..' nlw-rr OF - .1
<br />20-31543 at PROTECTED OPENING LS ftEOUPED� _�No,`t,00 1.19 W4. Mi-toP 13, MNMVM EMBEDMENT AND EDGE DISTANCE EXCLUDIES STUCCO Opt OTHER WALL FjZH -31543
<br />20
<br />tt� jr DFRONATEE ANC401it CONDITIONS WHICH ARE NOT AOCEPTAINIF USES.
<br />0 IS
<br />ib Ll DIRKI MOUNTING CON TIONS_
<br />NEAR INTERPOLATION IS NOT PERMIT-TED ft'R U59 WITH THE ANCHOR 3041DOURS LISTED QN
<br />THIS MET.
<br />Z
<br />M r5
<br />A AL ERRESS PANEL DETAIL
<br />ci lw _/ RIOR FASTENING DETAIL FASTENING
<br />NIM"I �K;IIDN L N.T.S. Z
<br />CL
<br />SHEET NO.
<br />SH 1 .51
<br />
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