|
EZI/118,
<br />EZI W/18 ANCHM
<br />(SEE SECTION EZE ALTERNATIVE 13TIIN ON SWEET ISY
<br />Max McI. -
<br />M,
<br />(SEE
<br />140)(SEE NOTE 2) CUN071E
<br />2
<br />INVA,"W
<br />_AST PAPEL(3) TO BE INSWLED AT EACH
<br />-4 i POP ARVV ODENINIC SHAL.t ALWAYS BE
<br />0 PRWD D W/ REAR HANDLE 10 FACILfFATE INS1A1_LATK)N Ir INTENDED
<br />A U?-TT
<br />?
<br />A ?r
<br />10 DE INSTALLED FROM INSIDE OF STRUCTURE
<br />11,
<br />rliH
<br />AT 2 PER
<br />1 1 PANE. bjQTFS j
<br />I 1
<br />I -1-T I �Ll T I I I -%i 1 1 T I-Z I f; STORM PANEL q�SICIV
<br />(END PAN �MTER�R'PANEQ (FAID PM0F0 I MAR CONSISTING DIT PANEL I C-t RACIAKN$ *OP & BOITOM
<br />It OR PA F0 I
<br />SEE NOTES 2. 4 NOICS 4
<br />.3. �2) END PANELS SIVILL ALWAJS BE CONNEZ'F.D TO BOTTOM TRACK
<br />OTHEOWLSF A STOP W(VS"ALLL BE PfWOLU AT rOI1 W SUCH
<br />PANEL LENGr,i ANrLS
<br />Pit BE a 40C p.t
<br />PSHALL
<br />IF END PANFLIS ARIF. CONNic,it) t() BOriou FWN. LONNICI)ON
<br />CONS.'ST Or 1/4'9-20,c3/4* MS,W/ T18*6.3137' WINC,
<br />WLICD NUT OR Mi,, 1)4UMBSCREW NTO TAPPED BOTTOM
<br />i Ss SOCIS WO a EA cr,'R�p TRACX LOCATION Or FA.1;TENEP5 MAY OF AT EITHER OF TWO
<br />'a SFCIKJNS AS AMICANIP EXTERIOR rLAT FLANGES Of END PANEL
<br />.1 (4) IN LAS' T4AT END PANELS AWE NOT Ci.)NNFCTjO To BOTTOM
<br />MAX TRACK (7 t,. A SIOP BAR IS OHL Y USE D A' TOP) At I CAST IV16
<br />PAWLS S14AjI BE CONNECTID TO BOTTOM TRACK O&NG SPECS
<br />44- l4
<br />41-111k.- INDICATETI ON NOTE (3) AWIE IN SUCH CASE, CONNECTION Of
<br />J. j_j_I ILI L J_j PAPIF, 1; TO BOTTOM TRACK MAY OCCUR AT AN', PANEL LOCATION
<br />S
<br />SIT WYE A 3'
<br />NP,, Tiff t INSIALLAT104S ONLY VAUD FOR WIND
<br />-
<br />07 BAR NOTE
<br />NOTE SPEED tip To 170 0 ti
<br />ANCHORS,
<br />(SEE serT,r)N E2i & AL,rANATIVE J7WW 04 �11[11 To)
<br />_tulw/ls
<br />EZI/18.
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL!) SYSTEM M
<br />SCA I it:
<br />OVERLAP t/4' DW
<br />WHXL VALLEY)
<br />17
<br />77�"t 77"77 7
<br />MAX4 GAP
<br />SECTION A -A
<br />SCALE 3/32-;Al-
<br />FLORIDA BUILDING CODE (Nor High Velocity NUT Icon* Zone)l
<br />WWI �Anm PC
<br />24 GAGE GALVANIZED STEEL S70RM PANEL DUM, IN
<br />.44167
<br />YN', wm/".
<br />GLOBAL PROTE CTION PRODUCTS. LLC.
<br />STATE 0
<br />ANY, ~ %... 11 S1.111
<br />PA .1 IL I,"
<br />DIIA on-Ts� 10 (".)M .0107 20-175
<br />OX Z ___ 1 - l!!.1 - - IngwHo -
<br />I lug �'Pr .901, Dr, It
<br />t ENGINEEPINC3
<br />ENGIP4EERIP4G EXPRESS*
<br />PRODUCT EVALUATIO14 REPORT
<br />September 15, 2020
<br />AppoestionNumber, 117M9.1 - R2
<br />EX Projecil Number. 20-31IS43
<br />Product fftnubcttirer. All American Shutters and Glass
<br />Marvulloctuier Address 1540 Dome Road
<br />West Palm Beech. FIL 33409
<br />Product Ndnw& Description. 249a Galvanized SteelSo" Panels
<br />Lame Missile Impact Resistant
<br />Scope of Evalibmirtion;
<br />This Product Evaluation Report Is being issued In accordance with Me requirements of the Florida
<br />Department of Buiverress and Professional Regulation (FlorStis Building Comernissoort) Rule Chapter
<br />6IGM3 ODS, F.A,C. to' stallevvide acceptance per Method I(d) The product noted above has been
<br />tested and/or evshatted As summsertrod herein to show compliance with the Floittle Subding Code
<br />Seventh Edition (2020) and It, fat the purpose Intended, at least equivalent to that required by the Code
<br />Re-evoluallon of Oft product shag be required following pediment Florida Building Code modfloations; or
<br />rovalloths .
<br />Substantiating Daft:
<br />. PRODUCT EVALUATION DOCUMENTS
<br />EX Growing #20-31543 DOW '24ga Galvanized Steel Storm Panels (FNHZ & Non-HVRZ)', sheaft 1 .5,
<br />prepared by Er~ng Express. SO" S, wasided by Frank Sontuardo, IS E. as an integral port of this
<br />Evaluation Report
<br />. TEST REPORTS
<br />Uniform stage structural performance has been larslad in accordance with TAB 202 firel standairds psi East
<br />roport(s) OBTASG-11-001 by Blackwinter Tresting, Inc.
<br />Large misole impact resholonce and cyclic loading performance has been hurted In accordance With TAS
<br />201 and TAB 203 test standards par test reW(s) NOT-ASG-1 7-001 by Boatinvishn Testing, Inc.
<br />. STAUCTURAL ENIGIN
<br />Structural engineering calculations have been piepained which evaluate the product based an
<br />comparative, anditor tallonal anallysis to quality the follinving deep crItions:
<br />1. Maximurn Allowable, Spans
<br />2, Minimum Allowable Sports
<br />3 Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12'" AVENUE Suit[ 106, WINFIELD StAcm, FLORIDA 33442
<br />(954) 354 , 0660 1 (866) 396-9999
<br />TIANEII ENO,%,, MIND Ex Ress.com
<br />, Rr ExPlE :s xog
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutturs, and Glass - 24p Galvanized SW Storm Pantls
<br />No 33% increase in alloviroble Strait$ has been used in the design of this product
<br />Separation from glazino is not required For wralallistions outside of WiNJIxone 4 and essential facilities
<br />Impact Resistance. -
<br />Largo Impact Reshvitance has been demonstrated as evidenced in previously Noted test report(s), and is
<br />accounted fat in the ongyrooling design of this product
<br />fflnd Load Resistance
<br />This product has been designed to resist wind to*& do indcated in the *pan schadule(s) on urs,
<br />respective Product Evaluation Document (I a anglinsering drovillng)
<br />Instaliatilon
<br />Ttft product shall be Installed in %trid compliance with its respective Product Evaluation Document (I a
<br />anginooMV drogring). along with all components noted thersi
<br />Product components shall be of the material specified In that product's respective Product Evoluabor,
<br />Document (i.e. onglineentV drawling)
<br />Limitations IN, Condhions of U":
<br />Use of this product *hall be in strict accordance with the respective Product Evaluation Docurnagif (I a
<br />engEneorling drawling) as noted herein
<br />All suppo" flood structures shall be designed to reshirl BE superimposed loodia and shag be of a molonal
<br />Mod in Into product's respective anchor schedule. Host structure contfillons which are not accounted lot
<br />In this product's tespective anchor schedule shall be designed for on a sna-spectific basis by a registered
<br />Professional stromeor
<br />AN compone to Which are pormansintly, installed shall be protected against corrosion. comernination end
<br />other such d:mage at all Orries.
<br />This product has been designed for use wftn and oulaide the No Velocity Hurricane Zone (HVHZ)
<br />Respecitfully-
<br />Frank Hennardo. PE
<br />ENGINEERING &PRESe
<br />#Pr?.1)(W654Q I Con Auth I)W
<br />160 SW 1211 AvEkut Sutirt 106, DIERPIELO BEACH, FLORIDA 33442
<br />(954) 354 0660 1 (866) 396 9999
<br />T I AN 0 E MG I N I t 0 1 N G E X P Re S S. C 0 M
<br />E 4 G I HE it Ott N r E x 0 0 IF ss. C 0 M
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<br />OPMNAI. IGRAPOTMIM CIMIN DUAL
<br />041, OL
<br />INSTALLATION DETAILS FOR
<br />INTO POURED CONCRETE. CONCRETE
<br />SERIES 2000 E-Z HANG
<br />BLOCK AND WOOD
<br />STORM PANEL
<br />STRUCTURE
<br />1,14'# TAPICON
<br />CONCRETE BLOCX
<br />REOUOM,
<br />ANCHOR 0 12* OC.
<br />1/4'0 TAINCON #14.1" HER MCAD TEX
<br />114.1' HEX FEW TER
<br />ANCHOR Be It' U.C. SCREW 0 4* FROM
<br />EWE OF 6
<br />scali 0 FROM
<br />LOGE OF 4
<br />90
<br />90
<br />X1,
<br />UI.. I
<br />I
<br />51
<br />1)2'
<br />1 /2'
<br />IVS,
<br />AM
<br />R-SEPARATION-
<br />IN 10 GLASS
<br />E� POP
<br />_r-SEPARNTION
<br />to GLASS,
<br />POP
<br />.01 RNE1
<br />G.-O.
<br />5'-0'
<br />E. P. LENGTH
<br />All
<br />PANEL LENGTH
<br />0- Vol -
<br />Cl)
<br />;__SEKAAATIOg
<br />1/4o-2w,
<br />10 "S
<br />to GLASS
<br />C SOL
<br />THUMBSCREW rw
<br />wx
<br />C Or -L-
<br />I
<br />I
<br />Lin-
<br />___I
<br />E.D
<br />/2
<br />C7
<br />'V4*0 TAPCON ANCHOR
<br />0 12, O.0
<br />1/4-P TMAC ON
<br />ANCHOR 0 12 D.C. R:�OW URED
<br />- WOW
<br />CONCRETE BLOCK
<br />RfOLARED
<br />ACOLOW
<br />SECTION IEZI
<br />SCALE 3/8-1*
<br />WALL IdIOUKTING
<br />ALTERNATIVE EZjW
<br />SCALE 3/8-1-
<br />10"HOu,
<br />MN. PANEL LENGTIJ
<br />1. INSTALLATION ARE ONLY VALAO FOR MAX. ALSO. DESIGN SFALI BE 2'-6'
<br />x o.4
<br />SEE
<br />FLORIDA BUILDING CODE (Non High Velocity Hur Icons Zone)
<br />W 24 GAGE GALVANIZED STEEL STORM PANEL 'P�
<br />DUBIN aft.
<br />PRESSURE RATING +/- 40.0 P.Sfr AND 6*-0* MAX
<br />PANEL LENGTH
<br />..
<br />STAIE >
<br />11LIEC01119
<br />I -_ -
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION ANCICO
<br />"IV
<br /> S. I sym
<br />MEMBERS M BE SOUTHERN PINE No 2, W1 SPECIFIC
<br />ARM-
<br />1%.
<br />DINK. It 3331.
<br />'11110-11- 1.
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL.
<br />AM.
<br />DIw .
<br />-11. A. I� . ..
<br />ILDRADA LI, I
<br />A i
<br />A I I
<br />-
<br />___1%
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)j
<br />WIDTH NUMTT.ED
<br />(PETUR TOUPA*EL SPAN) I'
<br />rap MoUNE (CONN
<br />T_' li,
<br />TYPE AS "'0)
<br />SECTI
<br />"ONALA`20 STITCH
<br />IKXY5 WITH WASHERED
<br />T_
<br />W1hCNUTS FASTIENEDIII,
<br />OVERLAPS 0 MIIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />PLAN VIEWI
<br />V
<br />,Sig
<br />U,
<br />WISE*
<br />0H
<br />00170 A MOUNT
<br />(CON I Type
<br />R5Q'D)
<br />MAY fit AT
<br />06 BOTTOM
<br />/-I'\ TYPICAL VERTICAL
<br />MOUNT ELEVATION
<br />\IV PITS
<br />ELEVATION
<br />Top MOUNT
<br />Una
<br />-OBSTRUCTION
<br />Y
<br />AS REQ'b)
<br />(LOCATION MAY VAILY)
<br />=NT
<br />PE
<br />acirrom MOUNT (W__/
<br />(S"';;LOW I
<br />PIPE S REq,)
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTtHED AS REWIRED.
<br />oPnONRLy4.-zDMCH
<br />BOLTS WITH WASHIERED
<br />PROVIDED THAT CONNECTIONS A"D
<br />ANCHOR& A11it USED WK104 SATI-n
<br />WING NUTS FASTENED 0
<br />PANS ABOVE a EI ORSTRUCTIOW
<br />OVERLAPS 0 MIDSPAPE CUSF
<br />QPROVMTT$PAINTA8LEj
<br />VERTICAL MOUNT
<br />ELEVATION
<br />/-2"\ (NOTCHED PANELS)
<br />\.V ICES.
<br />ELEVATIC114
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GA" PANELS
<br />M1141M UM $ tORRA PANIE I 'A PAPA 110% F ROM CMASA
<br />(W47. WINt, IME 4 F. SSfNTJAI FACII ITIF 5)
<br />DESIGN
<br />ARILOWARILF
<br />IN%YAL!A1IUM5IFSS INSTALIATIC-1,15 GREATER
<br />i"ANIOASOVIGRAIII
<br />06'. 2,'6:'
<br />Ij 40
<br />-145
<br />LED D I,,
<br />RAN, 160
<br />1.40 11 Ir,
<br />606. 116 fin
<br />I ob S
<br />6 (W
<br />833
<br />fiD4. Z51.
<br />_.I.w
<br />q 72.
<br />6131,, 2jeft
<br />SPAN bt�HWIULI: NU I t5:
<br />I ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD 6 PANEL FASTENER SPAC114 TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR L15E WITH
<br />POSITIVE LOADS LESS T14AN OR EQUAL TO
<br />NEGATIVE DESIGN LCADS�
<br />2, �PAPISL FASTENERS- ARE STUDS USIED IN
<br />C09OUKTION WITH ALL MOUNTING EXTRUSIONS
<br />('r-TRACK. STUDIDED, At#W. FTC,), USE 6 27'
<br />O.C� PANEL FASTE"fit $PAC NG TABLE VALAIES FOR
<br />ALL H" ANID'U",HEADERS NCLUDING BUILD our
<br />CONDITIONS).
<br />3. LINeAft INTERPOLATION BETWEEN LOAD$ IS
<br />ACCEPTASLE� OTHERWISE USE NEXT HIGH" LOAD,
<br />GLASS SEPARATION NOTES:
<br />I ENTER SOAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALIDWAGUE SEPARATION FROM THE OPENING TO BE PROTECTED
<br />2_ SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY
<br />INTERPOLATION SMASH LOADS IS ACCEPTABLE, OTHERWISE USE NEAT HJGHIEA
<br />LCIA
<br />3 FOR INSTALLATIONS OUTSIDE OF THE HVRZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH J, THE GLASS SUARAIION
<br />SCHEDULE IS NOT REWIRED AND 140 MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED.
<br />MAXIMUM ALLOWABLE 4�11`� N'
<br />, Fri,,*
<br />DESIGN PRESSURES: Dotit
<br />W;ji
<br />FASNOTED IN DESIGN
<br />DESIGN NOTES! I 6CHEDULES
<br />POSITIVE AND N
<br />5 S JT?IES
<br />TWTIYV ION SCALCi%1!D
<br />FOR,VS, WITH 7 RMINED L.R
<br />M SM
<br />Er
<br />X011-5.11V r6l%Difirffiffil PRE
<br />OULINIE CODE SHALL C FIT
<br />16M OF VFLCIRIOA Nr SE LE?6 AN
<br />01 V3.T11,1,E r.
<br />01 EV
<br />&XWaW.CTTnA
<br />_S IT FOR ANY
<br />. E L
<br />AS SHOWN.
<br />GENERAL NOTES:
<br />115 11611111ATTON NAS BEEN 011
<br />NJ AID MLL D=11CATIO 11
<br />GAE 10M
<br />E.J1 0
<br />GCO t
<br />'VI ,
<br />A TN HVHZ.
<br />IIIALL INVESTIGATE
<br />7 N033-t/3%INCREUEI*ALLOWAQLE�TPMM"BSRNLWEDINrM6
<br />1 THE A T OF RECORD, FORLTHE PROJECT
<br />,,RGINEES
<br />SUPERATRUD'u"E" USEDSMALL %RESPONSIBLE
<br />I
<br />FOR THE 10 VIM' ""'"unnolls'luo-25CES To THIS Do IG" WHICH
<br />SMALL at C IMOTFED By THE PERMITTING CONTRACTOR,
<br />4, SEPARA
<br />.Q - "INIF.-ba" -..I
<br />R."c"U".7 711N., I N.
<br />SPANCALCIA IIS AS
<br />5 14 SmIreg DETA1,1`0 Nato" IS GeNIAM AND Don WOY PROVIDE
<br />IHICOW SM 62DIERAILIN WE OR 11111101111111D
<br />IE�ff!INSID INGIN,
<br />ANCHT1 SITE SP DOCUMENTS OR USE IN
<br />C NJUNCETCVY WrM "IS occumeNr
<br />0. DESIGN PRESSURES NOTED HEREIN ARE BASEDON MAXIMUM TISTED
<br />PRUMFtES DIVIDED BY A 1.
<br />112
<br />ZT
<br />1, k�LLRA%Nn7gr,!� T10"CA"i QMkUTIET.1 t
<br />KNE WrIll. 7NI'M
<br />It WALL 0 SHALL COMPLY 11TH'ISPICIFICATKNIS
<br />FOR N. agffir, YTHENALNUM ASSO=AMN,
<br />INC. V APPLICABLE 22214IF1.1-ITAME"AND/Dit DOOM'
<br />I ALL STOW PAN ILS SMALL to 240A STEEL 110.024�
<br />4 STORM PANELS SMALL COPI TO AIIISTRICT
<br />SnNI UAIMIM AIM WITH A=,4U. PY_4.L
<br />12"' r
<br />20, L ALU U 0 NS 3 HALL 0 t 6042-16 ALU KIN UM A&LOY.
<br />UWW
<br />UNLESS NOTED OTHERWISE.
<br />U. TOP& BOTTOM DETAILS SHOWN MAY BE INTERCIIANGED AS MEW
<br />Cc Dicta PANELS MAY BE MOUNTED VERTICALLY OR
<br />1106001TVALLY A
<br />tZ.
<br />NON -CRACKED CONCRETE ONLY. I&NALL ALL CONCRETE ANCHORS PER
<br />MA DMINE T
<br />9R'0'=2L. I. IMMOLATE OR PACTICt ALL
<br />MEMBERS FROM DISSIMILAR MA "Ar BIT ELKYROLN"S"
<br />Tir "Gir
<br />34. INNOINEIRSeALAPMEDHERE OVAL TE'
<br />N ,�VROA� DISIGM ALI
<br />SHOWN ON LY, USE OF THIS SPECIFICATION ft, III
<br />BY0
<br />1400"NZFUS&SAVVSHA*MLM�MGtNrMMRA COST&OARAGAVI
<br />APPELLNII FEES RESULTING k MAZIAL
<br />F1%
<br />FAR N'A CON ICU 014D THAT
<br />NBC , FELTYTDR P=
<br />W.1c. M -UJM MR BY LOCAL, STATE, A "OrRov. CODES a FROM
<br />DEVIATIONS OF TKIS PLAN.
<br />CERTIMAYMNS OR A ArZONS Age NT*06
<br />rOTN DOCUMENT
<br />III, ALITRATIONS, AD NS'OROTMIR MANOR ro"
<br />Ake NOT PERMITTED AND ALIOAIE "IS rERTIVICATION
<br />It ILPANE 5 SMAi.LI$EPERM%ffMYLAULMWffHAMNMMUMOF(L)LA8tL
<br />11i VIREVLI. FOU, CONTAINING THE FOLLOWING INFOR TION!
<br />a HIMAT
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<br />TYP
<br />lg*F` ANQF� DWDN ".gWI .9s7I,-4
<br />1 0. 190�- Z
<br />_;A '
<br />41X
<br />'110
<br />Ir
<br />A,.
<br />SO
<br />T::i_
<br />100
<br />OVERLAP MAX.
<br />4"MAX. CMIIAC.MPA DETAIL
<br />MAX. .2r MAR
<br />ILI
<br />BUILD -OUT
<br />III All DISTANCE
<br />In- 111
<br />A A
<br />Mill
<br />3.02W
<br />OVTftV
<br />MAX
<br />A I .. I. .... A ... ..
<br />2S. RAN
<br />I, T FIT
<br />1.500,
<br />I., MAX.
<br />-AL
<br />T BID
<br />D IT$
<br />ANCHOR SPACING SCHEDULE:
<br />24GAUGE PANELS, PARKS-FASTENERS9 t2 S'O.0
<br />MAR, �.
<br />1=OR PREBUM
<br />1H try)
<br />- U, To "",
<br />" UP TO Ir r
<br />MANUPTOW-107
<br />Colly Type
<br />CI C2 C3 CIE
<br />own Frole
<br />CI C2 Q 04
<br />CONN TV
<br />cl C2 Ca C4
<br />W316A . 1 V4, CR MUD
<br />DIWAYMOVAC04 It
<br />I.
<br />7a.-V
<br />Ia. , III,?-
<br />9..g*
<br />IM: 10.2-
<br />am-
<br />16.0. qi.
<br />iix.
<br />12.51'
<br />16.5 It,
<br />TO,
<br />.11tt
<br />Ia. 5" J6.0 &Z"
<br />5.1-
<br />12s"
<br />J&D" 1W*
<br />5.51,
<br />17r
<br />12.9-
<br />7.7 '0.1.,
<br />total %3m
<br />6.6,
<br />01-
<br />ITT, Igir, B.I.,
<br />t2.![" 16.0" 5.1-
<br />17
<br />3.4-
<br />13V
<br />IA.T`
<br />10.0- Lt'
<br />3.4"
<br />12.51,
<br />16.01, &1"
<br />3.41
<br />12.5- 6,11. 11"
<br />3.41
<br />1 12,51,
<br />16.01, ILI,
<br />11411
<br />33
<br />D[WAILT UTRAC�h +1
<br />.9
<br />52
<br />12
<br />12,V*
<br />Ica* I&VI
<br />is a-
<br />22'r. a ar. 1%.U.,
<br />120"1
<br />12 S.,
<br />is 0- 13 4
<br />iD
<br />i
<br />La".,
<br />HT
<br />IT,
<br />R
<br />11.0"
<br />It.1" 160, 13.11"
<br />9.3'�
<br />32.91,
<br />115.01 li+9.,
<br />ax.
<br />la.01
<br />LEV,
<br />USA
<br />IA.51I
<br />&v'
<br />42.ill
<br />16.0" ILirl
<br />ox,
<br />13
<br />1, 0WA011D SIT
<br />+Z
<br />44
<br />51
<br />12 V�
<br />10 c' 16.0"
<br />180'.
<br />11 n" %Nii" I%T`-
<br />CIA"
<br />12 5"
<br />It D' 14 0"
<br />U.V'
<br />- -
<br />Ta..
<br />1 41 - 151011
<br />is-111"
<br />Am im,42-11"
<br />12 Ir
<br />il.T.
<br />111.0" 154*
<br />16101. 14.41-�
<br />12 T
<br />12.11-
<br />ILE I . ISO , 1341
<br />12.3" 14.0" ILV'
<br />10.61'
<br />10.4"
<br />125,
<br />L23"
<br />16 011 11 51,
<br />19,0'
<br />low,
<br />17
<br />,,EV-0
<br />4
<br />Sa
<br />41-
<br />I
<br />364" 16,0"
<br />*
<br />14-0-
<br />7+17 I.H.1- *14 iNT
<br />!Lt 14-0--1 1-7-
<br />_HH-
<br />Li. I"I
<br />4Z II,
<br />12.5'.
<br />16.0, 16.0--
<br />11.1"
<br />I
<br />I
<br />416or.
<br />j.
<br />"'.;11 I= 41
<br />12 Y'
<br />13.7-
<br />401
<br />Car
<br />III,
<br />52.
<br />7
<br />6.zT-
<br />CIS!
<br />10.0
<br />9.31
<br />"IN 142, 1ANDINI 11
<br />46
<br />F
<br />I
<br />it
<br />, Z
<br />462VL
<br />Ia,'
<br />wr, fe.. "4HL 33
<br />IV IF
<br />laly
<br />Nit POINTS SO LID SIT `kI
<br />M.-O-1
<br />40
<br />111.0'
<br />1j,I. . 1 1/4. EMBED 32
<br />12.T*
<br />td.v
<br />III.AII 110.11 4.1
<br />U. 5'
<br />4s
<br />Sit
<br />11
<br />A.
<br />W
<br />rQ Wr
<br />1 214� MOP EM*AMrV I
<br />ILL loom,
<br />IPKCMRE
<br />TWO (Pill]
<br />SPM OF IQ IMW WM UP It r-0.
<br />Rmit jjr III I sL ior
<br />021111=
<br />a C2 a CIE Cil Cl a C4
<br />Ci CIE C4
<br />;13
<br />41
<br />Ia
<br />rz
<br />-
<br />16101114.0-
<br />20,gr 12.9'116.0"
<br />LLD" ?,$-
<br />12.5"
<br />136,0- 16D. s.7-
<br />It "
<br />$aar "La.
<br />61'. ALL W.
<br />110.011
<br />is IT, o.V
<br />'211,
<br />),&C. I. a., a b"
<br />34,01' 16.0-
<br />7.5-
<br />14.7- 6.0-
<br />XZY'
<br />L6.0" 14.7 6.0
<br />Via V,
<br />&7 1'
<br />is a, lot"
<br />ldra'_1417'
<br />12.5"
<br />_12'r
<br />14,01,
<br />to 0-�
<br />1-.F AF
<br />127
<br />.2.-
<br />- I� " ... I
<br />Idjr .4.�, In'.
<br />.14. 1 ur C14=- 33
<br />WOOD 'ICRINI 41
<br />40
<br />DUVXAMMMIP 9z
<br />12.9.
<br />Ica, 16"),
<br />22.F
<br />16LQ'.
<br />fi:E
<br />2-2. y
<br />16�0_ lo.@+' I'll,
<br />U,Y'
<br />3601 14.1'
<br />11.5"
<br />16.10`�
<br />9.7" 6.6'
<br />12.5"
<br />1 l.s,
<br />, V I
<br />1.21311
<br />Ifilop, I
<br />to all ILOI:
<br />t6.0.,
<br />il.s.
<br />IET,
<br />%Sol
<br />�43. r
<br />D.
<br />Ja
<br />2 V'
<br />12N,
<br />I
<br />To
<br />'all. Bit- .1
<br />11-114* marb
<br />TAP 01UP �0461 41
<br />40
<br />51
<br />72
<br />.21,
<br />it. i "
<br />10.0.
<br />".5-
<br />".5"
<br />12, -
<br />A— A,,
<br />jL0 9.2- Sale
<br />U.Erl
<br />LMO
<br />N,
<br />12�5`
<br />ff
<br />lix"
<br />MLQ11
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<br />it"
<br />all,
<br />a
<br />is. V
<br />*:" 1.
<br />7110, A se V4"D 13
<br />AL 1 42
<br />WOOD ou"Mc 40
<br />42
<br />111. 51,
<br />Is
<br />91 %3' 4.Sr I
<br />1 C
<br />1 1�r
<br />21;
<br />I
<br />"L. V,
<br />32�11- 4.r. 40.
<br />0 IS'
<br />Ia all
<br />i2a. 4.1-- 0.
<br />ANCHOR NOTES:
<br />i ANCHOR SCHEDULE APPLIES TDALLPqC1DUCtG CERTIFIEDHEUIN, BUTONLY PROVIDES
<br />MAXIMUM ALIMAILE ANCHOR SPACING, KA)UMUM ALLOWAINJI SPANS AND PRESSURES INDICATED
<br />IN WAN SCIFILLDULE $HALL APPLY.
<br />2 ENTER. ANCHOR SCHEDULE BASED DIN PANEL FASTENER SPACING. THE EXISTING STRUMPIE
<br />MATERIAL, & ANCHOR TYPE SISICT OIEWGN LOAD rRILATER THAN OR OWAL TO W.ATTWE DESIGN
<br />LOAD ON SMVrTfft AND SELECT SMN GREATER THAN OP. EQUALTO SHUTTER 5PANSELE0
<br />CONNECTION TYPE BASED ON APPROPRIATE MOU FETING CONCI (1014 ME MOUNTING DETAILS ON
<br />3 "PAWL RASITI Ear ARESTUDS USED IN CON CIO H ALL MOLLI ING EXTRUSIONS
<br />("r-t�!CSCJSIUDDEO ANGLE, ErC) USE615*0,C PANEL FATTENERSPACUIG TABLE VALUES PCIR
<br />I , A,
<br />LL - AND "U',-= (INCLUDING SUfCDOU1 CONDITIONS)
<br />4 ANCHORS S at INSTALLED IN ACCORDANCE WITH MANUFACTURERWINCOMMENCIATIONS
<br />I. =M`UW "LIM I STIELICTvRest"I.I. CONFORM TOMf,4gr,1UQCK
<br />1 1, - TmrmT SHALL Of AS NOTED IN ANCHOR
<br />L
<br />t MINIMUM SMINOMENTANOMIDGEOISTANICI! XCLUDES STUCCO. FOAM. BRICK, ANDOTHERWALL
<br />FINISHES WALL FINISHES SHALL 31 LIMIRIED10 k/4" MIRK Olt &HALL It VIRIPISID BY OTHERS TO
<br />ADEQUAMV TRANSFER LOA60S TO HOST STRUCTURE
<br />B. CONCRETE ANCHOAS NOTED HEREIN SHALL BE EMBEDDED TO UN-CAAWD CONCRETE ONLY
<br />9, WHERE EXISTING STRUCTURE Is WOOD PRANING, EXISTING CONDITIONS MAY VARY. FIELD
<br />VER]PY THAT FASTENER& ARLE INYOADBQUATE WOOD FRAMING MEMBERS, 140T PLYWOOD, FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />LO� WHERE ANCHORS FASTEN TO NARROW PACE OF STUD FRAMING, F46TIVNERSHALL BE LOCATED IN
<br />CENTEROF NONNAL 2' X 4- (MIN.) WOOD STUD ( DISTANCE IS ACCEPTABLE FOR WOOD
<br />III NJ. MG E
<br />FRAMING), WOOD STUD SHIALL BE -SOUTHERN G-0.55 OR GREATER DENSITY, LAG SCREW
<br />SMALL HAVE PMUJPS PAN HEAD OR HEX HEAD,
<br />11 REMOVABLE AN040MARR DEWAL.TPANELMAT9,ALL-POWMSWD-MAIRASBBU5HING
<br />Ia MACKNES_FMW!S SHALL HAVE It2'MIhTMJM ENGAGEMENT OP THREADS INTO THE BASE
<br />ANCMR AND MAY HAVE EITHER A PAN HW NO
<br />TRUSS HEAD, OR WAFER HEAD (VOLIEWALK SOLT) U
<br />3, MIN111,40M 94EOMENf A*EDGC DIST NCE EXCLUDES STUCW OIL OTHER WALL FINISHES.
<br />14 10 DESIGNATES ANCHOR CONDITIONS WHI04 ARE N07 AOCEPTAOLE USES.
<br />1 9 * DIRECT MOU InINr VONDITIONS.
<br />US LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES USTE0 ON
<br />THIS SHEET
<br />-MINA"'l,
<br />lilt"
<br />214
<br />Intel
<br />!,� .
<br />4
<br />49
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<br />2
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<br />0
<br />2
<br />C:j.
<br />CU
<br />0
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<br />(D
<br />a)
<br />I
<br />CU
<br />0
<br />0
<br />0
<br />C
<br />C
<br />Ex.
<br />C
<br />CIO
<br />=
<br />0
<br />0
<br />1p-
<br />CU
<br />U_
<br />,-
<br />0
<br />CU
<br />>
<br />-0
<br />0
<br />E
<br />"
<br />0
<br />(D
<br />,
<br />2
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<br />CU
<br />_0
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<br />CU
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<br />Ca
<br />-4
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<br />C=
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<br />CU
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<br />0
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<br />_j
<br />SHEET NO.
<br />SH
<br />1.5.
<br />I
<br />
|