|
t 1 -1 loll
<br />*EZI/18.
<br />EZIW/18
<br />ANCHORS
<br />---(SEE SECTION 171 ALTERNATNIE EZIW ON SAM is)
<br />_J:
<br />I
<br />*(SEE NOTE 2)
<br />(SEE NMI
<br />90NOTE 2)
<br />f7"
<br />�AST PANEL(D TO BE INSTALLED AT EXH OPENING SH&L ALWAYS at
<br />1/2-
<br />0
<br />a
<br />PROVIDED W/ REM HANDLE TO FACILITATE IN57ALLATION IF INTENDED
<br />T11
<br />TO BE INSTALLED FROM W50E OF STRUCTURE
<br />PEN
<br />PAW
<br />I
<br />NOTES
<br />([NO
<br />�ET-
<br />PAN L)
<br />-T
<br />I R P�N,_,)_ (INTERIOR PANEL) i INTERIOR P EL
<br />(TW Sol
<br />'I
<br />IT
<br />"D E L) MAX
<br />1) OMP00H OF SERIES 2000: E-Z HANG S70RM PANEL SYSTEM
<br />CONSISTING OF PANEL � C-t TRACKS TOP & BOTTOM
<br />SEE TES
<br />2.
<br />i
<br />SE- NOTES 2, 3, 4
<br />(2) END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK
<br />W(g)SIALL TOP SLJ"
<br />Ai
<br />IN
<br />NUAL OTHERWISE A STOP BE PROVIDED AT OF
<br />PANEL ULNGTII PANELS
<br />400 Pill
<br />(3) IF END PANEL.S ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL rONS!ST OF 1/4'0-20.3/4' M.S, W/ 7/8"013/37" WING
<br />Jloptmv PANELS*/ 11200' 1
<br />NUT OR 1/4^10,,3/4 Mm THUMBSCREW MID TAPPED BOTTOM
<br />s 5 BOLTS W/o 0 EA, GIVE PLAP
<br />(SEE SECTIONS AS APPILKABLE)
<br />TRACK LOCATION O'F FASTENERS MAY 8 AT EITHER OF TWO
<br />E
<br />EXTER*R FLAT FLANGES Of END PANEL.
<br />i L L I So%
<br />01 TL'
<br />(4) IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM
<br />[1 1 TFI
<br />]'I I 'I If
<br />I L. LLM I I T I _�_l
<br />MAX
<br />11 1 '1 1
<br />I I
<br />TRACK (I.. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHALL BE CONNECTED To 90TTOW TRACK USING SPECS
<br />i 1 1.1
<br />1 1 1 1
<br />I L ,
<br />1 1 1 4
<br />I
<br />1 1
<br />NUCATLO ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />-
<br />_1LL_1_L_ L -1 J -L.L.L _J_J_ LL
<br />. I .
<br />_J_J_1 1�1
<br />I .
<br />PANELS TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION
<br />_J
<br />L9 . . - -
<br />3" SEE NOW 1
<br />W,I SEE jj./lio
<br />3'
<br />SEE U.
<br />NOTE 3
<br />t INSTALLATIONS ONLY VALID FOR WIND
<br />TO 170
<br />NOTE
<br />3
<br />Asel'ORS
<br />SPEED UP nll
<br />-(SEE SECTION EZI & ALIERNATIVE EZIW 04 SWEET 18)
<br />+EZI/18,
<br />EZIW/18
<br />TYPICAL ELEVATION
<br />FOR
<br />SERIES 2000 E-Z HANG STORM
<br />PANEL
<br />Q1 SYSTEM (t)
<br />SCALE: 3/32'=I'
<br />2,687'(WL OVERLAP
<br />V/
<br />/M7 7
<br />/0,7
<br />7
<br />1 4
<br />MAX GAP
<br />SECTION A -A
<br />SCAIF 3/32--l-
<br />E
<br />FLORIDA BUILDING CODE (Mon High Vel"Ity HU icons, Zome)l
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />.44167
<br />/no
<br />111LIECO... GLOBAL PROTECTION PRODUCTS, LLC. un,
<br />STATE Or-- ip
<br />Q`- "'LORMIl' SZL�
<br />14
<br />1.11",
<br />8,X, I . 51 STROT
<br />0111 IL 1" 20-175
<br />ra,
<br />�0
<br />-�q
<br />71,,+ U 1`4
<br />Ph
<br />.1r, - P F-9 W=,, 0`1
<br />ENGINEEr4lNG
<br />ENGINEF-RING EXPRIE-01se
<br />PRI13011LICT EVALUATIoN REFOORT
<br />September IS, 2020
<br />ApplicationNuff"r. 17859.1 - R2
<br />EX Project Numlier 20-31S43
<br />Product Manufactuter AN American Shutters and Glass
<br />Manufacturer Address IS40 Donna Road
<br />West Palim Beach. FIL 33402
<br />Product Narna A Descriolon: 24p Galvanized Steel Storm Panels
<br />Large MiNalle Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being Issued in accordance with Me requirements of the Flooda
<br />Department of Business and Professional Regulation (Florsds Building Comirnission) Rule Chapter
<br />51 GM3 005. FA.C., for stalevinde acceptance per Method I(di. The product noted above has been
<br />tested andio( evaluated as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edison (=) and Is. for the purpose intended, at least equivalent to that required by the Code
<br />Rei-evalustion of this product ishall be required following portment Florida Stakfing Code modifications of
<br />revisions.
<br />Substantiating Data:
<br />. PRODUCT EVALUATION DOCUME103
<br />EX dravving #20-31543 filled *24p GaMainized Steel Storm Panels (HVHZ & Non4q,.W)^, sheets 1_5L
<br />prepared by Engineering Express. signed & sealed by Frank Sennardo, P.E. to an integral part of this
<br />Evaluation Report.
<br />. TESTREPORTS
<br />Uniform Still structural performance has been tested in accordance with TAS 202 test standarclo. Pei test
<br />repod(s) #18T,"G-17-001 by SWckw*sf T*SftT Inc.
<br />Large nolsolle impact re*dnme and cyclic baclIng performance has been lasW In accordance with TAS
<br />201 ar; TAS 203 test standards per test report(s) SST-ASG-17-001 by Slackwaillet Testing, Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluster the product based on
<br />comparative andfor rabortW anialfraft to quality the follovang design ciftems:
<br />1. Matimum Allow" Spans
<br />2. Minimum Allowable Spans
<br />3 Minimum Glass Separation
<br />4. Anchor Spacing
<br />260 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAi4@EmGiNteRINGEmPRFss.com
<br />ENGINEIRINGEXPRESS.COM
<br />V
<br />X
<br />F"
<br />mMl L; 9
<br />etENGINEERING Page 2 of 2
<br />All American Shutit!rs and Glass - 24gs Galvanized Steel Storm Panels
<br />No 33% increase in allowable stress has been used In the design of this product -
<br />Separation from glazing is not required [of installations outside of wincl zone 4 and essential f9cftes
<br />impact Resistance:
<br />Large Impect Resistance has been derrionstrallod as evidenced In previously UW test reporks). and Is
<br />accounted for in the engineering design ofthis product.
<br />Whild Load Resistance
<br />This product has been designed to resist wind be& as indicated in the span schedule(s) on the
<br />respective Product Evaluation Document 0 9. englosering drawing).
<br />InStRilstflon
<br />THIN product shall be Installed in Blind compliance with Its respective Product Evaluation Document (I a
<br />engineering draswing) a" with SO components noted therain.
<br />Product components all be of the material specified in that product's respective Product Evaluation
<br />Document (i.e. engineering drinving).
<br />Limitations & CondItions of Use:
<br />Use of Uft product shaft be in strict accordance with the respective Product Evaluation Document (ie,
<br />engineering drawing) as rioted hereen
<br />All supporting host structures $hall be designed to resist all superimposed loods and shell be of a materel
<br />listed in this product's respective anchor schedule. Host structure conditions wtkh are not accounted for
<br />in this product's respective anchor schedule shall be designed for on a sitalspecific; basis by a registered
<br />professional Engineer.
<br />ALI components which are permanently installed shall be protected spinet corrosion. cordamination. and
<br />oth: such damage at all t1mos.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />Frank Bernardo, PE
<br />ENGINEERING EXPRESS's
<br />6PF0046549 I Cen Audi. 4885
<br />160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM 0 ENGINEERING Expliess, com
<br />ERGINIEXINGExPREss com
<br />�;o
<br />MA, V=.
<br />M
<br />Elk 14;��s
<br />_�V
<br />tn
<br />in
<br />In
<br />3E
<br />li 20-31543
<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
<br />CONCRETE BLOCK V041 TAPCON
<br />N40M 0 12, C��
<br />REOURED.
<br />M
<br />F I" O_JI4.1' NEX
<br />1/4-0 TAPCON I ft HER HEAD TEX WOOD HEAM_ __ W-C TEK
<br />REQUIRED
<br />ANCHOR Ill 12' O.C. SCREW * A/4' FROM SCREW 064" FROM
<br />EDGE OF EDGE OF
<br />Cm 9
<br />_-AL
<br />E.D. 2
<br />/2' A
<br />It
<br />it 4 1/.- oc.
<br />1' W., comPlov. I
<br />N
<br />Do 'SEPARATION. ISTO SE. I
<br />2�70 CL45S POP TO CLASS. U/1 4. Pop
<br />1 01 RIVET
<br />-01 RVET
<br />VAX
<br />PANEL LEMON PIP PANEL LENGTH
<br />4 20.2
<br />a To GLASS q) R----SEPARATION C THUMBSCREW W%
<br />SON 11 TO CLASS OF -L.
<br />/4*0-20.2, Or 'L,
<br />C UMBSCREW
<br />PAR
<br />ED. /2
<br />ED.
<br />1/2
<br />IJ4'0 TAPOON ANCHOR
<br />0 12' OC
<br />1/4-0 TAPC 2'.4' 111000
<br />ON NMREW WORRED PLATE
<br />ANCHOR 0 12' O.0 CONCRETE BLOCX REDUIRED
<br />REWMED
<br />WALL MOUNTING WALL MOUNEING
<br />SECTION IE`Z1 ALTERNATIVE EZ1W
<br />SCALE 3/8-1- SCALE 3/8-1-
<br />0 ENs?. Ivanlo
<br />FLORIDA BUILDING CODE (Non High Velocity 1hu Zone)
<br />bum, MIN. PANEL,�r 0.441 PISMO n,"Em 24 GAGE GALVANIZED STEEL STORM PANEL
<br />1. INSTALLATION ARE ONLY VALID FOR MI A.S.D. DESIGN SHALL BE 2
<br />PRESSURE RATING +/- 40.0 Ps.f. AND 6'-0* MAX J11AT1 01; GLOBAL PROTECTION PRODUCTS, U-C. D` DAN,
<br />. 7 MEE
<br />PANEL LENGTH. SI.. ZT ws. P DNITT
<br />0
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0 �k DIANE. � JI:0',
<br />r 'Z4 TIMMITIon" as
<br />.. - -Ii
<br />MEM TO BE SOUT � -)M 20-175
<br />BERS HERN PINE No 2. W/ SPECIFIC �r
<br />DENSITY OF 0-55 OR EQUAL. U N X.
<br />FIDPOL 1A, a IV
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ
<br />WIDTH UNLIMITED
<br />(PIERA TO 1ANEISPA 1�
<br />TOP MOUNT (COHN, TY
<br />TYPE AS REQ'D)
<br />IS WITH WASHMD
<br />NGNUTS FASTENED I
<br />OVERLAPS 0 MIDSPAN 111.
<br />APPROPRIATE SPAN TABLE)
<br />T PLAINVIEW
<br />��s F -------
<br />�i rd
<br />BOTTOM
<br />ICONN-
<br />REQD)
<br />RD 391-a
<br />1 0 375"
<br />MAY BE AT 70 ___
<br />TYPICAL VERTICAL MOU"NaDITELEVATION
<br />It I & ELEVATION
<br />TOP MCXJNT
<br />Cc N TYPE-\ ABOVE
<br />A` REQ-D) (SPAN
<br />IBOTTOM
<br />F-MOUNT
<br />(CONN TYPE
<br />2M 115 REQ'D1
<br />BSTRUCTION
<br />(LOCATION MAY VARY)
<br />(CONN TYPE
<br />AS REQ'D)
<br />BOrT0M MOUNT (03NN-/
<br />Lmm
<br />$PAN BELOW
<br />TYPE AS REQ-D)
<br />OBSTRUCTION)
<br />PANILS , MAY BE NOTCH 11, AS REQUIRED,
<br />OPTIONAL Y�'W!D 3TITCH
<br />BOLTS WITH ASHERED
<br />PROW DED THAT CONNECTIONS A
<br />ANCHORSALRE LISED %vWCH IATT
<br />WINGNILITS FASTENED 0
<br />SPANS ABOVE 11, BEU
<br />ERLAPS 9 IVaDSPAN JUSE
<br />PROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />/-2-*N (NOTCHED PANELS)
<br />\,.V N T.S
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM SIORIA PANEL
<br />SIPARATKIN fROM GLASS
<br />tlfVliZ,WitiDMN[4&LSSff4TIAIFACIIITIESI
<br />ALLOWABLE
<br />INSIALIATIONSLESS
<br />INSTALIAMNSGAPAIER
<br />K
<br />SPAN IT -.1
<br />tKAN RY ABOVE GRADE
<br />THAN 30 ABOVE GRADE
<br />M
<br />606.1.
<br />T,
<br />-/40
<br />13OD.
<br />-145
<br />1" 111.
<br />6 06 In
<br />2 16.,,
<br />50
<br />uwv IT
<br />606 in
<br />1 Hill,
<br />106 6 K,
<br />6 In
<br />Is.
<br />9
<br />6 21 Im
<br />Sol.
<br />.172 f
<br />27 flV,
<br />613.
<br />2S8.
<br />JaN w4io III PA"_EL__FA_S_TENER_ SPA-C-ING TQ
<br />ERMINE MAXIMUM AU.OWAELE STORM PANEL
<br />N SCPNIGULEISACCEFTABUEFOR USE WITH
<br />TTIVE LCAM LESS THAI' 00 EQUAL TO
<br />ATIVE DESIGN LOADS.
<br />'PANEL FASTENERS- ARE STUDS USED IN
<br />'JUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />-TRACK. STUDDED ANGLE. ETC.) USE 625
<br />PANEL FASTENER SPACING TABU VALUES PC
<br />H`- AND 'U'�HIAOIEPLS (INCLUDING BUILD CX
<br />'DITIONS)
<br />MAXIMUM ALLOWABLE
<br />I.-
<br />DESIGN PRESSURES:
<br />M,,
<br />I
<br />FPS _NoTED IN DESIGN
<br />DESIGN NOTES: I SCHEDULES
<br />POSITIVE AND NEGATIVE DESI RES CA LATED
<br />FOR USE WITH THIS SISTEM SA L ME DUE ED PER
<br />TERMIle
<br />NU
<br />S%11ARAT I WI.T":1,
<br />Nt,
<br />,ERPG
<br />r GSD ESV
<br />SO M TER
<br />_.I LIN �e Zjpffi
<br />4u, M
<br />1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
<br />L5 I I
<br />OR TO THE POSrTIVE OIL NEGATIVE DESIGN
<br />RE
<br />PRE��
<br />ASSEMBLY AS SHOWN,
<br />M
<br />GENERAL NOTES:
<br />THIS SPECIFICATION HAS SEEN DESTIONE N&=LLLBEDFjrIUCA
<br />kcORDMICE
<br />FL 4 IL G col�IED
<br />WITH THE R:3WRIMENITS ( )FTI,ZA
<br />SIR
<br />R,,.mTe.�,,mLI.De.AA,DToAu.�T.1,DtE.,�,LTLI4,ENH".Z.PATE
<br />'A5EN3'r1H DoZmAoD' ro3w4sr
<br />YND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
<br />�PPLV OMION CRITERM BEYOND AS STATED HEREIN MAY RECILTRI
<br />DOMONAL SITIE-GIPECIFIC SEALED ENGINEERING.
<br />I NO 334/3% LNCREA'-- IVALLOWABLIE STRESS HAS SEEN USED IN THE
<br />!ESION Of THIS SYSTEM. It' 0- HE I
<br />THE A 'T
<br />�ipe..T$W'L"TUM'MT'Wk".OM"To�'IS C=W'IS`US!.P9N`A!LC
<br />L9
<br />BE AE11.1isISLE
<br />OR THE TO THIS DESIGN
<br />INTEGRITY OF ALL SUPPORTING "AAACES WHICH
<br />�HALL BE C OOKIDINATED BY THE PIR917TTING CONTRACTOk
<br />SE "ERIN a _"L BE q 9t.WM
<br />-TIOI&OR
<br />RA ATj1`DI4KW11`DlSi`1FAML;VNG`N
<br />SPANS it
<br />�T S Encliff OR
<br />EREIN. CONTACT THIS ENGINEE FOII E SPAN CALTMURS AS
<br />SV LSGMEMANOCOESNOTPWWO�
<br />NFORMATIONFO AS?tUKCSrM FOR SM con DMONE .11147 FROM
<br />LU
<br />�ECOWITIONSRCVAliSOKERiIN,AMENSEDENGINEEFtORPS41STERED
<br />SITE SPECIFIC DIXUmil FOR USE IN
<br />MMULNCTICIN 1115 DOCUM I
<br />I. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />RESSURES DMDED BY A 2.5 SAFETY FACTOR.
<br />nhL11 OR GIIN IISROA@01 1HJ ISS NOTED
<br />E�WEA�11#%70
<br />>FTH : ISE
<br />FA RS SECA M Pt:T D k or E%�
<br />�ORROSION-RESISTANT MATERLAL AND SHALL COMPLY ITTH 'SPECIFICATIONS
<br />4
<br />no ALUMINUMSTRUCTUAW SECTION 13SYTRIE ALUM MU14 ASSOCIATION,
<br />NC, 8. ANY APPLICABLE FEDERAt' STATE I AND/OR LOCAL CODES
<br />ALL STORM PANOLS SMALL 82 24GA 57"REL 11,0.024'
<br />1 STcl VL`_"U"C"Fo_ TO RSTIM 4155�31
<br />MCI_ Goo GALVAPUTO COATM WITH A MIN HUM PY-III&I Kra,
<br />0 A LLALUKINUM LATRUs"'N"SKAL"' , 6463�TIS ALUMINUM ALLOY.
<br />INIE55 NOTED
<br />DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR
<br />TONDITIONS
<br />RIMA"YEAAS APPLI
<br />2. RET PICK WiEDHERIENSH U-SEENDEDDEDTV
<br />ON-CILACKED CONCRETE ONLY. INSTALL AULCONCRETE ANCHORS PER
<br />......
<br />F
<br />ION PRACTICES BEYORD THAT
<br />PAL tODES & PRO.
<br />NO ADDITIONAL
<br />ED
<br />Kml
<br />"FI,ZATION
<br />VITHAMINIMUMOF(I) LABEL
<br />MIDA PRODUCT APPROVAL NUN MR
<br />-,=
<br />213-31
<br />VISIT
<br />"""-I R1
<br />OWABLE SPAN SCHEDULE
<br />%V_MPM9LT
<br />TOP
<br />MOUNT
<br />W Hd.
<br />T
<br />Er-
<br />41
<br />2T
<br />26"
<br />Bukkno *U'H.*",
<br />0'
<br />Ir
<br />2r
<br />24'
<br />25*
<br />2?
<br />2IF
<br />T
<br />2,F
<br />2r
<br />26"
<br />aPES & _Lr HIMININ
<br />a,
<br />Ir
<br />O_
<br />2r
<br />2�
<br />2r
<br />2�
<br />-24,
<br />cr
<br />ze
<br />27
<br />70,
<br />7.5 6 SO Aldw
<br />27
<br />231
<br />27
<br />11
<br />30-
<br />31-
<br />11-
<br />30'
<br />2r
<br />W
<br />I
<br />es,adwi�rm
<br />2,r
<br />24"
<br />24"
<br />3?
<br />45-
<br />SIX
<br />2r
<br />4r
<br />21r
<br />4F
<br />30,
<br />or
<br />2F
<br />_2F
<br />_31�
<br />__5ffFr
<br />3W
<br />SO
<br />25'
<br />SM
<br />31-
<br />SWFT
<br />SPA Ar4o fillia Mount)
<br />Zr
<br />2r
<br />22"
<br />11-
<br />21F
<br />37
<br />[
<br />It-
<br />21'
<br />j��:
<br />jv
<br />Drd 1A.Pni
<br />zr
<br />2C
<br />24"
<br />31r
<br />4r
<br />W
<br />20"
<br />4r
<br />2,r
<br />4r
<br />HIMPHN,
<br />0-
<br />IF
<br />or
<br />2nr
<br />24r-
<br />W
<br />2e
<br />T
<br />2C
<br />r Amaiernla
<br />21
<br />zi,
<br />2e
<br />ur
<br />4w
<br />sw
<br />zr
<br />Ar
<br />DIr
<br />4r
<br />ftxl!�Mq M2,!1Fr
<br />-,
<br />7
<br />3,,,
<br />1 r
<br />w
<br />zr
<br />30,
<br />T
<br />zS;+2.,
<br />_M
<br />I .
<br />3r
<br />Sr
<br />W
<br />31'
<br />Sr
<br />211'
<br />Sr
<br />T
<br />"
<br />61
<br />No SLA PAII� .0I,I � 11 -tVulff. IAhl, - M M-L,
<br />.0 PNK�I %ASlS -11 ft ft. -All
<br />"""' MWTH�291IW31-14�t�C"WL�)�JIP��, P
<br />l,LST1 . . . La 5,0A 0�
<br />Z
<br />I. - - - - - - - _ -IN _5
<br />L 9
<br />Nl_;�I.QNAL INTERIOR FASTENING DETAIL
<br />JN
<br />"ANCIENT
<br />PANM-
<br />UJI
<br />("'AG11
<br />.0. 'law
<br />lug.
<br />_ 11
<br />oww�mwwmm
<br />l,"IST NG 1. 1
<br />SPALZINC, 0, I04L, T,If
<br />20-31543
<br />EGRESS PANEL DETAIL
<br />m
<br />,ZIONAL
<br />TCH' FASTENING
<br />V, _,,u
<br />-2 a.'
<br />0
<br />No
<br />G
<br />��IZSJ c,
<br />0 LZS-_ 1SGA_ -8
<br />TYP Is TYP
<br />DSM�
<br />Ds�. A
<br />_G
<br />WD662- API
<br />1930' T
<br />062'., 2150" -4 2.000- 2.DOC- L ryp 2 OOD'L-
<br />21020
<br />SX, oy-422- SLUID-OUT "It' HEADER &A�t� I��
<br />3.3801. MAX 0 313'
<br />5 M,.D��, SSV� I I. a
<br />12.500" PANEL COVERAGE
<br />14,375' PANEL LENGTI 1
<br />LCI
<br />usircric,"
<br />__ll-O 04C. H_ As Ito 1,,_�
<br />TYP TYP 0
<br />0 KNEII-my TRACK
<br />0
<br />-11 1�1 TA
<br />LK
<br />CLAECTIM
<br />F71 �11 PGAERSED
<br />r
<br />OVERLAP .25, MAY..
<br />4' MAY - A CDRIIEL cLOSUPlE DETAIL 0.1m, 2S' MAY,
<br />_T
<br />MAY.
<br />ULI
<br />MUILD-OUT
<br />DISTANCE T",
<br />LOW'
<br />2 G2 C,
<br />OVERLAP
<br />3 SZDT
<br />MAX
<br />.2S" MA 9
<br />MIN
<br />IL T � Y' 1, A. 1 11 1. 11,11�11 I l -
<br />41- 7. SW ;1i I, - -, - r
<br />I, MAX, - MIN
<br />low
<br />-EYBED
<br />Will. 111
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS. PANEL FASTENERS 6 12 S' 0 C
<br />2.3" MMI! CHISTANCIP
<br />MAX oemn
<br />6 UP TO 61-0
<br />1 WAN UP t�O V
<br />SPAX up To vr-lw
<br />CONN YlnP
<br />C1 C2 ca C4
<br />camus Tvp
<br />C, C2 C� C4
<br />Call" TYPE
<br />C.1 Ca a C4
<br />,;F
<br />-Cos. PRESWEE
<br />TYPE (Fail
<br />WIW 31W MIT DED ID
<br />IZ,5"
<br />16.0" 34,7t'l
<br />9.9"
<br />IM"
<br />IGO'
<br />10.21
<br />Ce"
<br />12,5"
<br />15,0� 9.1"
<br />6,1"
<br />DMATULTRALColl
<br />12.v,
<br />1&0, 11.r�
<br />go-
<br />LZ.5
<br />Jfixl�
<br />&Z,
<br />5.1.
<br />11..
<br />I -
<br />1
<br />5.51.
<br />.29,
<br />�01- 1111.1
<br />_PL
<br />SW
<br />12.5"
<br />16.01' 9.2"
<br />2:
<br />1,a
<br />S.
<br />12.1'
<br />16.0' Ll'
<br />3.4�
<br />12-5, ,
<br />i6 01, a.
<br />3.4-
<br />1Z.5
<br />16.0W�
<br />R.V
<br />&4'
<br />1Z 5 -
<br />16.0- 91
<br />T"47'.
<br />(l., 1-:11W
<br />I a's..
<br />is d,
<br />LIA11
<br />14
<br />MG"
<br />12 C*'
<br />1,, S"
<br />IS 0' 15 41'
<br />10
<br />DWALT ULTRACON +1
<br />-17_31_
<br />60 ISO
<br />139
<br />�.F
<br />T60 12T,
<br />971
<br />.5 ,
<br />A 91
<br />.2 31,
<br />.-N,
<br />125-1
<br />to D" I I.,S"
<br />9-5"
<br />2
<br />=2-
<br />is cr iiV
<br />=dl
<br />iz III,
<br />isIrl
<br />ivwl
<br />9.sl,
<br />12 3LI
<br />IELD' 11g.'
<br />9,311.
<br />.12.57'
<br />16.0" ;W..9"
<br />fils"
<br />IZA"
<br />36,11"
<br />11.9"
<br />9.5"
<br />12451"
<br />As 0" 4142"
<br />P.3'.
<br />SIT
<br />42
<br />12.5'.
<br />go
<br />is"' 0'
<br />13.4"
<br />12.5"
<br />id&JIM"
<br />itil
<br />123"
<br />16.0' 12,T'
<br />W,7�-
<br />2�
<br />11
<br />is
<br />11i
<br />N.
<br />__'
<br />I' '.
<br />1,
<br />11.
<br />11-3"
<br />"" I
<br />I '
<br />'
<br />LO
<br />"B
<br />51
<br />LE
<br />i 21 W.,
<br />12 .,:.
<br />is -1
<br />1 2.r.
<br />Ill. 6"
<br />I'l
<br />2 "
<br />IS
<br />9,0' 42.5"
<br />Me"
<br />12.5
<br />51,11016+,12.
<br />116.0, Ia.
<br />5
<br />is.o,
<br />1 2.5"
<br />LOS'
<br />12.51,
<br />1 .0-32
<br />q,-
<br />12 V.
<br />IS C.
<br />I
<br />0
<br />�Ica`
<br />124"
<br />Is 0. �fi
<br />lied:
<br />sc, 1`140.:1111.1�111'
<br />IN:
<br />1
<br />41.
<br />12.51.
<br />III.D. 11.6"
<br />1
<br />is &or
<br />i
<br />12 5
<br />I"
<br />1
<br />L'L ?I-
<br />tz Ill
<br />to IP 111111
<br />iL 2
<br />51
<br />IF
<br />E-,
<br />,
<br />15.S11
<br />2.S"
<br />16,0- 25.5'
<br />111
<br />la, 51,
<br />, D. IS
<br />lo'Ell 35.5',
<br />IL.Z
<br />'L
<br />2.51,
<br />EDGE
<br />DISTANCE
<br />31'r V'r NICE, 33
<br />5*'
<br />711'
<br />S. 2,5'
<br />6 4'
<br />49
<br />7Z
<br />111. 13
<br />U
<br />IS 6.5
<br />1 1."
<br />-1
<br />1,1 V,
<br />I V-
<br />I
<br />SA'
<br />41
<br />"IS'
<br />US
<br />EI
<br />Sa
<br />i�
<br />6.. � 5,
<br />6.25
<br />loo,
<br />9.3,
<br />6.2
<br />SIX,
<br />T"
<br />W H`,k
<br />12.11"
<br />1. D' 7.3'
<br />a, 11129"
<br />12.1: 4 V:
<br />U
<br />"as-
<br />12,9'
<br />15,61- 6.0- 5,11-
<br />s25..
<br />10.6.
<br />4,V"
<br />4.0'.
<br />0.7 CO.-
<br />, Ii
<br />45
<br />12-511
<br />13,11 &%* sz.
<br />a Z5.
<br />iq,z:
<br />4-i'l
<br />4Z' U3-
<br />III 1' 4 V 14A
<br />51
<br />&?5-
<br />12'X. A.?- 4.6.
<br />�t
<br />'�
<br />If.
<br />4.1'
<br />6,25"
<br />1047N 41 4.0
<br />6.25"
<br />ID7" 4.1'1 j.0-
<br />6.25-
<br />JEL
<br />4.V
<br />__C2L
<br />40 15.25"
<br />19.7- 4.1" 4.9"
<br />2Z
<br />HM,,,q 13
<br />",U. F.WD SOLID
<br />ILV'
<br />10 d' 14 1" Il V'
<br />LES'
<br />15 El"
<br />91"
<br />7.11" JZ %"
<br />JOB- 111' 0
<br />1245-h
<br />16hOrr 1IvTd SO-
<br />12.5
<br />ILL
<br />7.8-
<br />IDA" IZ.5+'
<br />10.0- T8- 6. T'
<br />48
<br />51
<br />12.5"
<br />16.01- 9.7- 7.9-
<br />i2S�
<br />16.0"
<br />7.7"
<br />6.2" 12.S"
<br />I&V 73- 6.2"
<br />1Z ' 51
<br />36.01 as" 'r.2-
<br />1Z.5,
<br />26.0'
<br />?. 7"
<br />6.2' IZS
<br />16.0' 7.7 6' '
<br />, Z
<br />11.5"
<br />AV' 7.7- E. a'
<br />12.5"
<br />16 11"
<br />T.7"
<br />U'� -2 S`
<br />15 D' M.- S�V,
<br />I/` � L "',* "s 33
<br />L2.T'
<br />ISV' 0.4" S.9-
<br />6,25"
<br />It,3"
<br />4.4"
<br />4.1" 8,23"
<br />10.3� 4 0 "" 11
<br />12.5L
<br />13.4" 5.2- 4.8'
<br />US'
<br />%3+'
<br />3.6'
<br />3.3" 6.2.5-
<br />S. 2' 16' ILY
<br />I',-
<br />?5
<br />C4-
<br />I1.T 4.3
<br />6.25
<br />21L
<br />3 S"
<br />2.31' E�15
<br />9,2:� 15 3'.
<br />'2:1 33'
<br />"M D
<br />6.2s"
<br />I'a
<br />10 W 4-1: 3.5'
<br />0, V:
<br />0 IS 1:11:
<br />701
<br />21 0
<br />9. V 3.5 3. 11
<br />1
<br />16 al:"
<br />0, 11
<br />1 Sk a,
<br />6ji�
<br />a:
<br />, a ,: 11
<br />1 2 1 A� -IP -- I
<br />AACMDA PRESSURE
<br />FTV If I
<br />!,
<br />CINIXTYPI:
<br />a ZZ C3 C4
<br />M CZ 1 .4
<br />�L C2 M
<br />NM
<br />48
<br />52.
<br />11
<br />12.7
<br />ma, 16,0,
<br />10,9,
<br />14.5"
<br />2.S"
<br />12.57'
<br />16.0" 14.0" 63"
<br />idol, I...
<br />&R.
<br />%z r.
<br />-a,-
<br />L51111 &,L.-
<br />1. mr,
<br /> B., B W.
<br />12. S"
<br />MIT 16,0'
<br />7.5'
<br />125
<br />16,0'
<br />L4.7d' 6X'
<br />125'
<br />16.0' 14.7 - 64
<br />_L7_5"
<br />L2.5"
<br />MW 1&0'
<br />34 9' 147�
<br />ED"
<br />&D'
<br />11 S"
<br />ILS"
<br />16D`
<br />16 Q"
<br />14 7" 5.11-
<br />14 7' B.fl-
<br />12. V
<br />12.5"
<br />14LIa' 14.7" 6 D"
<br />15-11" 24 7 - 6 11"
<br />CM_- 33
<br />w�o ,,UW 41
<br />40
<br />DIIT!Aill� 5�
<br />72
<br />Vil",1-1/4"-Ill 33
<br />T" RT 41
<br />12.S!'
<br />16.0' 16,15'
<br />10,1'
<br />IZ.V'
<br />16 0"
<br />1.2.iL' D'
<br />12. V
<br />16.0" 30.8' &T
<br />ILL_
<br />26.0'� 141-
<br />82"
<br />12.5"
<br />16.0"
<br />9,7'� S-6-
<br />IZ S"
<br />16.0- 9.7" SiSvI
<br />L-1. 5.:
<br />3 51
<br />LZ,V'
<br />12.5"
<br />16,0:: ILo-
<br />16. IL 2�-
<br />Mly' 96"
<br />3"" 1GO'
<br />7.D-
<br />5 V
<br />SA'
<br />12.5.
<br />12 V'
<br />SLY'
<br />IZ.V'
<br />16'a..
<br />15 a'
<br />i5�0`
<br />160'
<br />9.6., Sl5-
<br />Da' I V
<br />9.6'� 5,15'
<br />1.1.5" SM
<br />12.5"
<br />12 S`
<br />12 V'
<br />22. S" 136.0'
<br />Irw 9.6- 56"
<br />28.0d Wer' 5't"
<br />�6.0' 4.6- 5.6" 1
<br />SO.'"
<br />115,
<br />tZ.5,
<br />18.0" 13.3-
<br />ITIx" ILA
<br />12.5r
<br />I2.VI
<br />L.G.G..
<br />AL
<br />9.2. =
<br />'
<br />12-S.-
<br />12,V'
<br />118.il 9.21
<br />a
<br />1.2, S'
<br />7.5'.
<br />16.01' 10.5'
<br />I&W . V,
<br />12.5
<br />Lzrl
<br />16 0"
<br />16,01,
<br />S.V
<br />32 T'
<br />�2 S.,
<br />C" I
<br />S,I*
<br />lAll" sw vism a.
<br />Al I 4L
<br />48
<br />�z
<br />9161,
<br />Ia. I
<br />iss"
<br />IT D
<br />12.y�
<br />13*0" 5.3-
<br />LEZI Y 0-1
<br />la T'
<br />". T'
<br />41, 8 4,1-
<br />&23'
<br />12.4- 4-11" .4"
<br />US
<br />15.4' 5.9"
<br />5
<br />6,25"
<br />1 Z. T'
<br />4.7 4.I0T
<br />6.25'
<br />12.34 4.7-, 4.n-
<br />1.2 S!
<br />14.V* 5.5"
<br />4.
<br />6, 21"
<br />�- 1"
<br />4,7 47
<br />&25*
<br />4.T ID'
<br />&?5--
<br />41
<br />ANCHOR NOTES:
<br />I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MALI( ;14UM ALLOWABLE ANCHOR SMICING, MAXIMUM ALLOWABLE SPA145 AND PRESSURES INDICATED
<br />IN SPAN SMEDULE SMALL APPLY.
<br />2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING4 IKE "ISTENG STRUCTURE
<br />MATERIAI, III ANCHOR TYPE. SELECT DMGN LOAD GREATER THAN OR eQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHU77ER SPANSELErr
<br />CONNECTIONTYPE BASED ON APPROPRIAT E MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET �. FOR IDENTIFICATION OF CONNECT ION TYPE).
<br />3 "PAWL PASTMERS' ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EMUSIOM
<br />(7- -TRACK, STUDDED ANGLE, ETC) USES.25'O.0 PANEL PASTENERSPAC3NG TABLE VALUES FOR
<br />ALL 'H` - AND "U'-HEADEMS (INCLUCH NG BUILDOU7 CONDM-S)
<br />4 ANCHORS SHALL BE INSTALLED IN 4 OCORDANCE WITH MANUFACTURERS' RECIPMHENCLATIONS.
<br />5 HOLLOW SLOCK HOST STRUCTURE SHA" CONFORM TO ASTM C90 BLOCK.
<br />6: MINIMUM EMBEDMENT SHALL OF AS NOTED IN ANCHOR SCHEDULE,
<br />7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BFUCK, AND OTHER WALL
<br />FINISHES WALL FINISHES SMALL BE LIMITED TO Lf4' MAN OR SHALL OF VERIFIED BY OTHERS 70
<br />ADEQUATELY TRANSFER LOAM TO HOST STRUCTURE
<br />& CONCRET E ANCHORS NOTED HEAEIN SHALL BE EMBEDDED TO UN -CRACKED CONCRM ONLY
<br />9� WHERE E)ITSTENG STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY FIELD
<br />VERIFY THAT FASTENERS ARE INTOADEQUATE VIODD FRAMING MEMBERS, NOT PLYWOOD. FMI'MING
<br />TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO WAROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4' (MIN.) WOOD STUD Z,' EDGE DISTANCEIS ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SHALL BE -.MTHERN PI E" G-0.55 OR GREAT81 DENSITY LAG SCREW
<br />SHALL PAVE PHILLIPS PAN HEAD OR HEX HEAD,
<br />11 REMOVAS ANCHDRSARE OSWALT PANELMATE, ALL -POINTS Sal-10-SET& BRASS BUSHING
<br />L2 MA04NE 9-REWS SHALL HAVE 10- MINIM M ENGAGEMENT OF T)HREA DS I rsrrO THE ME
<br />ANC40R AND MAY HAVE EITHER A PAN TRESS 11� WA.F11.,1,CA0,,,j;l1I1EwAL.K SOL T, U N .0
<br />MG, EXC C�r
<br />MINIMUM EMBEDMENT Allt� EDGE WTA STUC CIT "ALL NISHES,
<br />14 DEAGNATESS ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />1 -9 DIRECT MOUNTING CONDITIONS
<br />IS LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET
<br />I
<br />_4
<br />0
<br />es
<br />e
<br />9
<br />>
<br />0
<br />0
<br />0)
<br />ca
<br />-0
<br />U)
<br />(1)
<br />0
<br />0
<br />0
<br />co
<br />0
<br />0
<br />U_
<br />.cn
<br />Cn
<br />-0
<br />E
<br />Co
<br />-0
<br />C/)
<br />Z
<br />Z
<br />W
<br />MJ
<br />C2
<br />C,
<br />C=
<br />C=
<br />M
<br />C-4
<br />Cl-
<br />in
<br />G) D,
<br />Ip
<br />CC
<br />E
<br />CD.
<br />Cn
<br />(3)
<br />112
<br />_4__J
<br />U)
<br />CU
<br />0
<br />L_
<br />U)
<br />CL
<br />0_
<br />(D
<br />0
<br />CU
<br />W
<br />Z
<br />_J
<br />SHEET NO.
<br />SH
<br />1.5.
<br />
|