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<br />r--rrr-r-'r-T--T OF 1'
<br />1 (END PANEL) (111TERIOR PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (END PANEL) �1 MAX
<br />SEE NOTES 2. 3. 4 I I I SEE NOIES 2. 3.4
<br />IAKX.
<br />PANE
<br />1 lit 1 * 1 • 1 at - 1 # • LEN
<br />400 p..l.
<br />• I 1t0 PANELS W/
<br />is
<br />1 t/46 211"
<br />nDNs As
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<br />ANCHORS
<br />ER NOTE
<br />J
<br />F21 a ALTYW E2,W ON SHE[T le jk,EZ
<br />EZ1W/t8
<br />TYPICAL ELEVATION FOR SERIES 200.0 E-Z HANG STORM PANEL (1) SYSTEM M
<br />u+
<br />SECTION A -A N41PNN4N117
<br />SCALE: 3/32 1 • _ a`tF,i1 A; Tl�utN.A.
<br />ENGINEERING
<br />ENGINEERING EXPRESS®
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />AppAcadon Number: 17000.1- R2
<br />EX Project Number: 2031543
<br />Product Mehubckffw: AN Mrrbeen Shuftm and Glass
<br />Manuhcbrer Addreve 1540 Dona Road
<br />West Pon Beach. FL 33409
<br />Product Name 8 Description: 24ga GoWnized Steel Sbm1 Panels
<br />LaW Mleslle Impact Redstart
<br />Scope of Evaluation:
<br />This Product Evaluation Report is belng Issued in accordance with the requirements o<-810 Fbrlde
<br />DO Wrnaot of Su strAm end Pmferlornl ReguM m (Florlds Bu1Mleg Commission,) Rule Chapter
<br />61G20.3.006, FJLC., for obdowlds acceptance INN Method ties). The product noted above has been
<br />Meted arddlOr eva luaied se summarized Mreln to show compliance with the Florida BL*ding Code
<br />Seventh EdMm (MO and Is, for the Purpose intended, at least eglNaW to that requited by the Cods.
<br />Re ewtrtlon dlhle Prided shall be required followlrq Ilertlnsnl FIwM1UdIq a B1Cods mnDctBeortloM Of
<br />reslelOM.
<br />Substafrdating Data:
<br />EX dnvAV /ga 2"1U3 Ned •24Ga*wtnd S"Storm Permits
<br />(HVHZ 8 NoniZ)•, sheets 1d,
<br />prepared by Rdipa ng Express, sd 8 sealed by Frank Sennwdo, P.E. W on Integral part of Vis
<br />Evalk"mReport
<br />1.40orm settle stnuct" periDrtested
<br />mence has been d in accordance with TAB 202 lest dead&Ns per test
<br />repmt(a) 8BT-ASS-17.001 by 81eckw@tsr TOERIM, Inc.
<br />Laps missile In i ed teststanc i and cyclic baring perforllwMe hes been Mated in accordance wNh TAB
<br />201 and TAS 203 test stwxkwW per test reporks) OBT-A$G•17-001 by BMckwd m Testing, Inc.
<br />Structural er inswing cal Wwo law been prepared which wsk*o the product beset Pn
<br />compera8va and/or ra Tonal antlyale to gLmkw the kWowhV deep criteria:
<br />1. Maximum Aitowebls Spens
<br />2. M(Mmum AEDweble 8pera
<br />3. Mkdnwm Gees Seperation
<br />4. Anchor SpeoNWg
<br />160 SW 12 AVENUE SUITE 106, 01IRFIILD BRACH, FLORIDA 33442
<br />(954) 354.0660 1(866) 396.9999
<br />TEAM a ENGINEERINGEXPRBSS. CON
<br />E NotmalkiNoex►RESS.COM
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<br />','YJ,-]AR I '1' IRM:XAl1AH:1 rI1NIMl NH:I ION
<br />/'\I: INWI It IRA NI.MI. <:INIM
<br />a LAST PANEL© TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />FRONDED W REM HANDLE TO FACILITATE INSTALLATION E MITENDED
<br />TO BE 1NSr FROM MS 0E OF STRUCTURE.
<br />(I+ - _ : E-Z HUNG STORM PANEL SYSTEM
<br />NOTES
<br />GIPANEL + Cont- TRACKS TOP a BOTTOM.
<br />(2) END PANELS SHALL TTOM 1RACK
<br />OTHERWISE A STOP BM SHAU BE BE CONNECTED
<br />PROVIDED ATTOPTOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED 10 BOTTOM TRACK, CONNECTION
<br />SHIaL CONSIST OF 1/4-0-2Ox3/4- M.S W/ 7/8"On3/32' WING
<br />NUT OR 1/4'V/C4 Min. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK, LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTER*R FLAT FLANGES OF END PANEL.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (La. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE, IN SUCH CASE. CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSFMIATIONS ONLY VAJD FOR WIND
<br />SPEED UP TO 170 mDp h.
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% ircreess in stowable sheee hes been used In the dasipl of Oft product
<br />Y Sepwadon from 91sa ft is not roglered for knWMBoM outside of wind zoM 4 sod eaeneel tedttles.
<br />Impact R"Istance:
<br />LRAM Impect Resistance hem been denvr4vdW es evidenced in previoMly listed test report(y and M
<br />accounted for In me Gager sedn0 desipW of this product.
<br />Wind Load Restsbrtce
<br />Thin produuct hes been demiprlW lormW wired bads a Indicted le #w span echeduN(s) on IRA
<br />respec4ve Product Evskmdmu Document (I.E. erlpRnWng drewlnp).
<br />Instantoon
<br />This product shall be installed in strum compliance with Ns respective Product Evehte6on DocumMd (f.a,
<br />enplMeft drawNq), along with at components noted therein.
<br />Product components shall be of the ndttal spedW in thel product's reepeo#n Product Evelust on
<br />Document 0.9. er4onee hug drawing).
<br />Umltadons 6 CondWons of Use:
<br />Use of Die product shelf be In Bartel saordana with the reapecifve Product EvsBisllon Document Q.e.
<br />snglneaMp dewing) es noted tlsreln.
<br />AN supporYng host structures abed be deslpned M resit ON superimposed bads and shall be of a material
<br />listed (n thle product's rempecdve anchor schedule. Nast structure conditions which are not sceota lied for
<br />In this prMMrA1 respectie anchor schedule 9W be designed for on a shsapodk basis by a nlgimbired
<br />mok-w 1 ongh"w.
<br />AN components whid1 we penlnowdy installed shot be protected ag@W Corrosion, cadm"*Wpbn, and
<br />ether Such derresp at air tYnas.
<br />This product hes been designed far Use wNNn and oulelde tit Hg11 Velocity IfOtBmms Zone (HVHZ).
<br />Respectfully.
<br />V U
<br />Oe'1. ,eloww .
<br />Frank Bernardo, PE
<br />ENOMEERNO E)(PRE89R
<br />MPE0046549ICen Auth.9885
<br />160 SW 121- AVENUE SUITE 106, DEERFIELD BRACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEA"a ENGINEERING Exp REEF. cam
<br />ENGINtERl NOEXPRSSS. CON
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL C1�
<br />INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES
<br />'-T
<br />POL111E0
<br />es"c�RLTes w cIL ANCEyaMT o.a
<br />ROIIIIIED. ���••�7,7
<br />1/4-0 TAPCON 1• `6..7 14.1" NO IEJD YEN WOOD WHE11�L l I 1" 14.1• HEX HEAD YEN
<br />APICIIDR • 1r ill" OF
<br />O.C. `• .. � OF
<br />j(4• FROM aEOLM1ED ` / ` / / /�i.• �/4• FROM
<br />I` r
<br />/r
<br />nor I�
<br />1 �} Igk•fo-,•,6�
<br />ssN oLn • _.._._ __ _- - 1 J W
<br />M w 1• MIN. 12• Ca FL! FAIL.. �. ' _....._ .'I 1 jc•
<br />Y0 GASS. i _ _
<br />EX1S'1y�p�� FIWNRIY POP �KSS TD 01115B. l/7'�J Isli'1 POP
<br />p/LSJ Y awit
<br />�aU�S. [ •.. ) MAX. ,/••.qOn• __.JL_-__._
<br />A el ; ( PANEL LENGSM as D>( IXpre .2�B E I PANEL LENOM e
<br />I 1 i...
<br />I' WI
<br />S-•SlP1A I p _ j 4•P-20N2
<br />TO GLASS. i -A
<br />S0a �P� OSFM
<br />O "V
<br />E I 4 s-20.2- OF -V
<br />I
<br />I � I IirKa
<br />1
<br />i ..
<br />\J t f 1J4'0 TAPCON ANCHOR
<br />-41 12' O.C.
<br />/4Y TMCON %�_� wowANI210R • it D.C. / CONCRETE
<br />ecaiOCN
<br />REQUIRED.
<br />WeL L.11Q1ItLTItlQ
<br />SECTION Q1
<br />SCALE 3/8-1 SCALE 3/8-1"
<br />t� # MIN. PANEL 1ENOTN
<br />I. INSTALLATION ME ONLY VALID FOR MAX. A.S.O. DESIGN SHALL BE 2'-6'
<br />PRESSURE RATING +/- 40.0 p.a.f. AND 6'-0" MAX
<br />PANEL LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRICTION! WOOD
<br />MEMBERS TO BE SOUTHERN FINE No 2. W/ SPECIFIC
<br />DENSITY OF 0,53 OR EOUAL.
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ &NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PERP. TO PANEL $PAN) �
<br />TOP MOUNT (CONN Trp,
<br />TYPE AS REQ'D) SECTIONS
<br />LWI H WA KERED
<br />BO4 20 STITCH
<br />OQLTSTSIN1
<br />WINGNOTS FASTENED O
<br />6J 5�2 �qj USe
<br />APPROPRIATESPANTABLE),r 7 2 ftAN VIEW
<br />aZ
<br />BOTTOM MCUNr \ E 1
<br />(CONN TYPE W. \
<br />REQ'0) \ 1
<br />MMY0EAT7 „� 0.375'
<br />It OM
<br />1 TYPICAL VERTICAL MOUNBT ELEVATION
<br />1 N.T.S. ELEVATION
<br />TOP MOUNT LTA`(
<br />(C:cleerTr♦'n. \ r (SPAN ABOVE
<br />BOTTOM
<br />.,
<br />aNT
<br />(CONN TYPE
<br />AS REQ'D)
<br />-oesrRurnoH
<br />(LOCATION
<br />d
<br />Y VARY)
<br />11111
<br />BOTTOM MOUNT (COMO
<br />L1Ne%
<br />(SPAN BELOW
<br />TYPE AS R['Q'D)
<br />DESTRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED,
<br />UP. lC NAL )CI'•-20 STITCH
<br />BOLTS WITH WASHERED
<br />PROVIDED THAT CONNECTIONS AND
<br />ANCHORS ARE USED WHICH SATISFY
<br />WINGNUTS FASTENED O
<br />SPANS ABOVE B BELOW OBSTRUCTION.
<br />OVERLAPS O MIDSMN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T.S.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 PAN"
<br />MS
<br />T PANEL SEPARATION FROM AeNIMUM STORM GLIL45
<br />WW40 MEN 4 a ESSENTIAL FACIUTIE IH1vtR S)
<br />MAXIMUM
<br />DESIGN
<br />ALLOWABLE
<br />INSTALLATIONS LESS INSTAl1AT10N5 GREATER
<br />PRESSURE
<br />SPAn haw)
<br />Twos aovF
<br />30'A GRADE THAN lO'A40YE ORAOE
<br />(A5F1
<br />,
<br />-.. _..__-._
<br />•%M
<br />_.. ----
<br />___
<br />' 150.0 M
<br />_-..6.61. �_._
<br />6.0E M 2.3E M
<br />--' - ----1---
<br />a as I
<br />a/.•D
<br />130.0 M
<br />6.061n 2.1E M
<br />•/45
<br />150.0In
<br />6.06 in 2.16 in
<br />•SO /
<br />1SO.ow
<br />6D6M 2.16M
<br />;-5S
<br />/
<br />O6. M
<br />1 6
<br />6.09 M 2.35 M
<br />tl.2N
<br />6Al n._. 2.SlM
<br />SPAN bLHtUULt NU I tS:
<br />AN WITH NCCIITIva
<br />1. d1TE15p St.H1EDULffi
<br />DESIGN LOAD 61AWL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FON USE WITH
<br />POSITIVE LOADS LESS TNAf1 OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. 'PANEL FASTE/EA9' ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('P-TRACK, STUDDED ANGLE, ETC.). USE 6.2T
<br />O.C. PANEL FASTENER SWING TAME VALUES FOR
<br />ALL "M- AND'U'-HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3. UWAR INTERPOLATION I ETWEEN LOADS S
<br />ACCEPTABLE, OTHERWISE USE NEXT KMMIM LOAD.
<br />t. TINTER SPAN SCHEDULE Writ POSITIVE DESIGN LOAD TO DETERMINE
<br />M N AMP SEPARATION THE OPENING TD BE PROTECTED.
<br />I I SC ALLOW FROM
<br />3. SCHEDULE IS REQUIRED FOR USE WITH IR)biT1VE LOADS ONLY.
<br />INTERSIC ATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHRR
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE I/VHZ AND OUTSIDE OF RSSENTIAL
<br />FACILITIES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROMM OPENING IS R A .
<br />�;
<br />MAXIMUM ALLOWABLE ro;In
<br />DESIGN PRESSURES:
<br />aS NCITED IN DESIGN
<br />DESIGN NOTES: s1aHE�uLEs
<br />gel
<br />POSITIVEWAFNTO NECTATIYE DESIGN PRESSURES CALCULATED
<br />SEPARA EENCOp]TrypNEERINGTIN SRCCORRDHALL ANCEEpNWITHN�PER
<br />1
<br />�dlN�
<br />I
<br />IN ACtb�WETHEABCE 7 AND CHAPTER
<br />1609 OF THE FLORIDA BUiIDLFK C006 SHALL BE LESS THAN
<br />p r ra
<br />OREQ UA 0WE POSITIVE NATIVE DESIGN
<br />VS.
<br />PR[%SURE CAPACITY YALUE6 LISTED HEREIN FOR ANY
<br /><
<br />ASSEMBLY AS 9MOWN.
<br />k• +F
<br />F1
<br />GENERAL NOTES:
<br />TTrHQQS5 SPKIFICATION HAS eeEi DESIGNED AND SHALL BE fABR1CAT W IN
<br />fA7+�
<br />I ly
<br />'ii
<br />ICCOAD/WCL WETN THE ERQQUIREMBNTS OP THE FLORIDA W11DaR0 CODE
<br />NNBNTH POLTION (3020POR V5E INfiOt MID OUTSIDE OF THE HVHZ, PER
<br />yW1
<br />N O
<br />rA5201, lotP1EAMND 2203 AT PROTOCOLt. CONTIIACpTOR SHALL INVESTIGATE
<br />fMPPDLYCANDMibHAY
<br />H CRtTt0.0U11 L�lVEND A.A BTRATID Ed N NAAY RI a
<br />(fl
<br />WD[1' NAL SITE D BNG HEERIN0.
<br />! NO 23-11 INCREASE INALIOWALa STRESS HAS REEK USED IN TMR
<br />7H.IOI P. OF THib SYST/EEEM.
<br />WPMSrR1AlCTUi1RlECN7MNW tCH 7 It DESIGN GIN R OF RECORD M USED SHHALLLL be RESPONSIBLE
<br />OR THE tNTEOgtiY OF ALLSUPPORTING SURFACE TO THIS DESIGN WHOCK
<br />ell COORDINATED 9Y THE PERNtTTING CONTRACTOR.
<br />"NHL
<br />1. SCPMATC Y1}E•SPECIMC' SOALEO CHGINCCMNa SMALL EC R UMO M
<br />$
<br />1F[
<br />MDEA TO DMATE MO LOApp{{,, DIPLECTIONi, t SPANS CAMPAINeO
<br />EEAEIN. CONTACTTHIS E&EER POR ALTERNATE SPAN CALCULATIONS AS
<br />;
<br />HAY RE Re .
<br />RNO NOT PROWO!
<br />a
<br />I MSYSI¢A DEfMLED MEt RM IS OCNCRIC OOCS
<br />LON FO A SPeCIAILID IC FOR SITEINS CONDITIONSDIFFERENTRICANT ROM
<br />¢I
<br />YYY!!! pppff
<br />tgo
<br />NS 1151111 67EReo
<br />'HE CONDITIONS
<br />SHHAALLL M WARE SM SPECIFFICiOOCUMINNTS uQ
<br />IRIIN
<br />tiRcHt0T6CT 0RR
<br />x)NJUNGTtOX LYRM TM35 OOCUMlNT.
<br />1. DESIGN PRESSURES NOTED HEREIN ARE MUD ON MAXIMUM TESTED
<br />PES6ULLRyyI��R DI}}V�EIy�D�eELD6�{T�YppARE1.A SAFRJAETY FACTOR, qE Gq/,p s �f1LESR
<br />�MWEp 6M IUAL SE µAD DXALL CpTMEFY PM RPRE'SCIFICATIONS
<br />Q 7WR
<br />iii���� JI C•
<br />~
<br />X1RR.OSWCO;
<br />ITN ALUMINUM R ucruMRAw SECROM 7.A {Y THE ALUNINUN A2OCTAA' N.
<br />FW1N`L STATE, AND/OR LOOM.
<br />{
<br />NC., S ANY APPLICABLE LOCAL
<br />1. ALL STORM PAMEIA 5NALL SL 34W STl9L I D.021•.
<br />I. STORM IAMtLS SHALL COMPOAM TO AST" A637 4TRYC:TUMLQUAUTY
<br />STEEL D00 GALVANIZED COATING WITH A MININUM FY"1t.i ION.
<br />A. ALL ALUMINUM IXTRUSIONIF SMALL 9t 4043-T6 ALUMINUM ALLOY,
<br />'
<br />INL65f N0T6D O2HERVO@.
<br />Q
<br />1. TOP R eOROM ORALIS SHOWN MAY SE 1NTERC HANDED AS FIELD
<br />MHOITx1NSDICTATE. PANELANAY DEMOUNTED VERTICALLYOR
<br />4OR12ONTALLY AS APPLICABLE.
<br />2. CONCKSTS MCHMS NOTED Mw6IN SHALL EE EMBNDDED TO
<br />ION-CAACKEO CONCRETE ONLY, INSTALL ALL CONCRETE ARCHORb
<br />Q
<br />ADDITIONAL
<br />G4 To"M DOC V Mtlr1'
<br />CATION.
<br />N A MIN IMUM OF (1) LABEL
<br />1PIOA PRODUCT APPKOVAL NUNSER
<br />20-31543
<br />VISIT W:ALC.10131648 $,©
<br />MeT ■ Jj
<br />rwrAUPrcw'in.ANP.IeroRnilwawPli LLlLlll
<br />MINIMUM ALLOWABLE SPAN SCHEDULE(ALL PAN EL5)
<br />2r
<br />iA T
<br />elw Anshi tr 1r n
<br />4 4r
<br />v
<br />Ardh T xr
<br />1I 1 1'
<br />194A
<br />1 fTTIONS0 TO 04 Mr AH. ft N4ALLOWAaE ISMGwenoA NW Cori TAWA OVE Mi NOT
<br />Corona• AY TOP OR 9D,'TOH. rAreL LrNatHs llf5 THOU TI,aBe IlOTtO w TAW A9Dvt NI IqT
<br />A YCAAME.
<br />YwTMO MN
<br />J. NON III IXW M MCP N•IM OANlI ILIIaIII N 0•fwTw TMW Tao NO tNAPA OM AR641
<br />gfrecnxe rlouxnNa noel AlalV1. Corinxll
<br />!. tFOt a A'DomNPO VAID can cal EUIIAONi M "WARD,
<br />Ix TAau A Rom WMtM s , aIOfIAvr, • Nor
<br />cam, LDarr rglA.nra WNDmaN6 NFo RtraAAnoN noel awes fR,Atl r r!A OrtAll r
<br />u9ro INI ..eOln
<br />1 MMTN ON AaTs AND r • 9DM wITM rAPMI •. IAsu Aaralrs ro eorN ,v1TMOUr sTnCH 1 2"9R AIeLi, Iplt
<br />rAL PiIPE9•II.P aR L2r D.r.
<br />HIMern ON D"PI IGS, rMl
<br />!. n1eLf w. awl M- NINWMIM uGw ON , I or ox41 Tor t
<br />I1NY 110 CelOmdl RMOWN IN TMtM aaWlrlflf. p[WM9 DETAIL Il111K:i NOIINn
<br />(MIN 1
<br />L OPTIONAL INTERIOR FASTENING DETAIL
<br />N.T.S.
<br />ADAtCOff
<br />FWI�
<br />paT rAIMf INSTAIlED
<br />10M INmUa.
<br />i
<br />r'16 R I•5.5. Raia
<br />`P*Ux
<br />wcwN4 sates TNw t' ou. Mae
<br />HUT► wADMRW WINGMIT
<br />oNIrl
<br />ox INs1ce RAHY
<br />K
<br />A".". 1. 114MtM Sf11rW
<br />SRUO w/ WALMAN
<br />1i
<br />WIMOOM L O.C.
<br />I
<br />To "'lC ACIT
<br />nrlr 1
<br />V
<br />t
<br />G
<br />9 ONNN T nouxr
<br />l RMTYR AS
<br />Rtavl
<br />eFRen.
<br />C04N T,le AS Rt00
<br />EXISTING CONOMia.
<br />1,
<br />a law"ANCNOna AT
<br />srAONa p IaMF THC
<br />HOLLOW fto x oN
<br />wow nANtNG
<br />-Vt IXYEM IN.K.ON
<br />MMCING TWA. a wit
<br />rA ADIACENt To
<br />MUSS iWito
<br />OPTIONAL
<br />EGRESS
<br />PANEL DETAIL
<br />INTERIOR FASTENING
<br />4
<br />)•2.250•-1 �Ir t0 owl 2.250' y? a• - uu • 1:.:
<br />20.094' 0.750' p 1� z • ace{ u.c 625'
<br />0.094" �.125• 0•.09�" I' i L o N
<br />0 3y,
<br />$ g .� in OTYPIL2sn4 IBGA 8$ 4
<br />•aJi• T- 1�' Tro, NI TYP 25 T
<br />FO
<br />094'062,'".062:--00E �375"x= �0.125rrP. • ' , �2.y0�•�A�-••IOx.020' 2�' 3.000" 2.000' I.- L 1 W
<br />1
<br />IsA ER IQL'H mac•" J-PNf 0101IIR[ I ,4
<br />1.5L 1,560'L•- +IL560' 530 ].30.3'6M - 7 qq"" 0.176" �rOp 13s•1 0.376'•
<br />12.500" PANEL COVENW E f-� 0.179� 6`'S' 0.19r��(E-I 11.0.655' 0( 190 "11� [ 655 O.Sa5 O' 'isa• D.35a' onsa Loo7• (991 ry� # CQ���L�1(r C
<br />.++iAAA•tty I 0.250• ,DwN C
<br />14.875'PAnEL LEn L r '
<br />m 2a. CA. ►AIrL 1 E I1CR6CIZON (0 2
<br />I•'�- 0.ow- �D.040` �2 NAY f �- 0.085 0.70 " .DOS
<br />•-I--r o. Nwr.Mrn O.x]s" .its RO.13 N
<br />rYp. iYp. ;_1 0,700'
<br />G\"lULO-01lT Y TRACK-a1T Y Ta CI �Y MAIM C)-L'mout =Wm°' D.O90' N cast T 0,957'
<br />7
<br />010.376*
<br />.•Ile wYtY ,Inn Z
<br />N LRC `JL
<br />DMlcnon
<br />.a•r 'F•1., _i Pivl ri-I.co' 0.125 �-N''gN O $ p
<br />INTIw ^•r•.::r li'
<br />n Ace'/' ANG£ - IIGCK TENnml
<br />�lLE
<br />A:VWI MF•:H:
<br />1G00" nH.:✓uJ rl r. L. nHarl Ui 7r^E
<br />OVERIAP
<br />n 1 .25" MAX. t, iSiy[[il
<br />4'MAX, /� I3xwmOlPRUP6 uTAe I#B
<br />V- O.lW' xlrlTr: J•:7: /�.2SMAXof
<br />. a
<br />-K+2N7r'T- .IT:•Tfif4 .r'•:I.^.'� „trnY
<br />c a`M.Ix2..V. BUILD•OUT >, :.,er:" ♦. ..r W
<br />DISTAnce `}:•J••rsTa.YSr,T-
<br />IIOIIMIIffANRrIf 1
<br />I D Nrv. Y'" IRA l M>=v1
<br />I, I,I<Y Y_[+: 'u;IL'Hk n., M" r., �Vit•M:JiL't•_-M:: a: •al Gh J:', _4'•: I"I•.♦::9
<br />O ,.Hal^�>: ..;• 1'•'1a.1•J /Ilr an l: rJ:: IN:.xsJlv;.w.n . EFEED
<br />1 MtgJ,'. NIS]:URFA21 :a1•,iRlV-: :r P.T iRRM•1••1: :DID1.2 r:n.T, •':
<br />' 1,000' IJ4.^.I �wNOC. CR A14A1^." At'M'AMr.J'!r; ,
<br />OVERLAP : a,Jlll••OHu 3,B2D'
<br />MAX.
<br />�.25"MAX /ZNIIIIWIIII Nalxl l: llW Mr I1rIN1
<br />4:ALHp sr ,r;f v' N.r.9. MIN
<br />1
<br />•1 TV.. MIN. f6 ■■
<br />+. 1 I,r•L .n .V ltt 2 JL>'l1A >t EI C 8
<br />y' WY',r`ga S.S00- L1 A'. NW YI: •+
<br />L+Ai -, nJ•a 4* MAX. , MIN. ,�„ 1..� ,.nli uii JET °<v r<'m.�•.�rM�r-•
<br />.'MLLL Al wwfA eLoauat DErN1 t - ar •.'ern _' o _ a, I!
<br />D rRAP� NouNTcwwnE�Er�y� ","•�-rn r.Tv �$E8
<br />N.T.A N
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PAWLS, PANeL/ASrENERS O 12, 5. O.C.
<br />2.5" EWE DISTANCE
<br />.I,
<br />car or xSPAN
<br />ANCHOR p III")
<br />Typ[
<br />UP TO ''O• I
<br />VAN Up To r-r am UP To le-101
<br />CONN TYPE
<br />Cl C2 03 C4
<br />4:DNM 1Y►E CDMR Typo
<br />CJ C3 CJ W CI C2 p C4
<br />1 .1.7 MOLD 9
<br />DIWAtT U'TMCON 41
<br />�..
<br />Nv . •.Tr:
<br />40
<br />M.•y..IN.� 52
<br />71
<br />2. '
<br />16. 14.7"
<br />9.9
<br />12.5' 16,0" Lox
<br />6.9 I2.S"
<br />16.0" 9.1
<br />6.1
<br />12,5'
<br />16,0" 74r•
<br />90"
<br />SLS" 16.0" 9.2"
<br />as' 12.5"
<br />16.0" at"
<br />5.5"
<br />u.T
<br />12.E'
<br />19 faL
<br />16.a' ace•
<br />s a
<br />ace`
<br />lx i" f60' r!'
<br />12.1 1a.D'• at'
<br />f.1 I2.1
<br />S4• 1a !^
<br />1f 0' i1'
<br />la.D" ar
<br />S,4'
<br />s.s-
<br />12.T'
<br />]6.tl' al
<br />!.r
<br />.r 60 9.r
<br />11 3
<br />5.r 1t Y'
<br />16.0- ar
<br />S.4"
<br />11'P I-. • 1NMIU 37
<br />V
<br />OLNALT Ul7RKON 41
<br />4E
<br />III 92
<br />72
<br />13S'
<br />1■ la
<br />if
<br />Iles Sf 0' 35.0 "
<br />l e 12.E
<br />2
<br />1 .D' ] .4•,
<br />i 1
<br />2D. r,
<br />0' a '
<br />•D^
<br />12 .r•
<br />f .g w
<br />0 1
<br />]S.
<br />.' 1 s1.r'
<br />Si.3 a
<br />s. " I3.r
<br />16.0• u.9'
<br />9.r•
<br />13.5'
<br />]f. far
<br />11.
<br />iLS' 16.0" 11. '
<br />9.! It.t
<br />i6,0 It.9'
<br />9.3
<br />13 .5"
<br />Saa' il.r'
<br />as"
<br />ILL" lace' LE
<br />9.r 12.1"
<br />ISO' ILA"
<br />ace"
<br />q
<br />/'.r!rHNNrD 3t
<br />� IOINT9I000 ft/ 44
<br />46
<br />q,�
<br />* qI� 52
<br />trL�
<br />1:.r'
<br />14.a• Ica'
<br />1e.a'
<br />l:.r• ]e.o^ 16.7"
<br />u.4" u,r'
<br />1e.o- 34.0•
<br />IL A"
<br />12:5'
<br />Lao" Ica'
<br />Tess"
<br />13d" l6.0" 11.4
<br />10.6 1.!"
<br />10.0" LY.7"
<br />50.1"
<br />12. T'
<br />z, •
<br />1 r
<br />]6.a• J4,W:
<br />1 ' 14,4"
<br />as
<br />13.7'
<br />2. '
<br />1 r
<br />It.!" 16.D" li.!"
<br />1:.5^ ]a.e" lx.r'
<br />10,0" I1.5"
<br />1e.6" 12.1.
<br />16.0"
<br />1a.r Ma"
<br />Lo.e"
<br />2 .,
<br />.14, lI A.r111A 11 f
<br />N
<br />X 52
<br />W.A,
<br />]e. 19. •
<br />M01 16.a•
<br />]R.
<br />16.
<br />11.R 10G' 1f.0'
<br />] !" LI 0' 15.7-
<br />14,2' /2.f•'
<br />4' 12.5"
<br />19.0 1 .D"
<br />10.0. is"I'll
<br />11.3"
<br />12.5'
<br />fog' fag'
<br />2.. 1'
<br />12. S" 14.0" ace"
<br />11 2' 13.7'
<br />16.0. 15-!"
<br />11.2"
<br />12,5
<br />16.tl• 1aa•
<br />13.01'
<br />IL 16.0' 1 S"
<br />I1.2" 11.5"
<br />16.0'
<br />2.4M Boas DLSTANa
<br />L+
<br />g
<br />a3C.i•tNT MOW A
<br />III VIN 1111 INMUM •1
<br />48
<br />92
<br />A2S'
<br />a3r'
<br />aces
<br />20.7'
<br />E, 3•
<br />7I"
<br />ace"
<br />1 ' .1
<br />so as a
<br />]a.7"
<br />6.1s^ 11]'
<br />a1S" as,
<br />alb
<br />ess•
<br />lD3
<br />9.4"
<br />l .1- INNID
<br />/ v 23
<br />11-411111N . 41
<br />48
<br />62
<br />7
<br />Ia.
<br />12. r"
<br />4.25'
<br />a2S'
<br />25.
<br />1I.671
<br />SZ.S"
<br />11.7"
<br />10,r`
<br />3.
<br />1E.0" ).e• T.7"
<br />15.6" 7": S.6'
<br />au" 0.31
<br />a2S" 11,
<br />.. A3..
<br />il.!" 1H./. I
<br />6.25" L0.9"a2S
<br />"
<br />il•
<br />La, A.la•
<br />4.a'.
<br />9.7'
<br />.
<br />I2.0' •P' 4.a"
<br />1
<br />1/1'r .-Ike IMMM) 33
<br />tic 6A.TMC6N 41
<br />46
<br />1>-•.rw St
<br />iz.Y'
<br />13.5' ai'
<br />!.0'
<br />„ a ^ 4.c
<br />e.2S f 7
<br />4.a
<br />f0 1
<br />OaF,
<br />I .7. 4.7•
<br />a6"
<br />alS, 1a.1" 4. "
<br />.a' axs`
<br />I/4". r7.'rlMro 33
<br />ALL ,ODR9 WltO SE 4Y
<br />y� 44
<br />D�( 1pT b2
<br />Q'TmaY J2
<br />a2. S•
<br />1SU%14.!•'
<br />II.r
<br />1.3- f6.0" Ex.
<br />7:0'• 12.!"
<br />16.01 o.," ,.0•'
<br />32.5'
<br />i6.tl' 1L7'
<br />AI"
<br />1""' IU 7.9-
<br />a3" 12,S"
<br />16,0- 7:6" 6,3"
<br />1a 91
<br />1atl' 9,7•
<br />Ill'
<br />L2.5"
<br />16.0" 7,7"
<br />6.2" /2.S"
<br />16.0" 7.7" 613"
<br />1 .S"
<br />18.a' a9'
<br />Ira• 7.r^
<br />7.2'
<br />6.1`
<br />11.E"
<br />SI.a"
<br />16.0'• 1
<br />16.0" T.7"
<br />6.2" 12.5"
<br />a2" L2.5"
<br />16.D• 7.7' 6.1
<br />16.D• 7,T` LY'
<br />11,4', L. U4, MAEO 73
<br />IIHWNI,AMII MAIr 41
<br />N
<br />ai
<br />, 2
<br />12.r'
<br />1aa' a1•
<br />.9"
<br />SIT'
<br />11.5" 4.4"
<br />.t" 6. S'
<br />10.3• 4.D" 3.7"
<br />12.5'
<br />13.4" 5.2'
<br />4,B '
<br />6 S"
<br />2
<br />9,3" 3.6"
<br />a1 _
<br />" S
<br />04' 36' 3.3"
<br />6.2T'
<br />11.5' 4.1•
<br />a1'
<br />a25"
<br />3.51•
<br />3.3"
<br />9.2" AS- 3,3"
<br />e.2r•
<br />92 ]]'
<br />3.]'
<br />8.35"
<br />air'
<br />0.2'•
<br />O.I" 7.!"
<br />9.2••
<br />625"
<br />7.7" a1b'
<br />0.2" IS* 3.3"
<br />f.1" 3.S' 3.7-
<br />8 4- WOO DISTANCE
<br />n
<br />9
<br />MAN Diane
<br />AMCNOII ►aeWRL
<br />Ir ''r
<br />1:1A P Ir-1r
<br />cee TYPS tort Tres
<br />Cl C2 O C4 G CI C C4
<br />tXfNr me
<br />cl Cl C3 C.
<br />4•ar INRW
<br />Y 77
<br />IAII W:.rW •1
<br />22
<br />fl
<br />r2
<br />L .5'
<br />1 6.tl• 16,0'
<br />109" 2S16.01111.4.011M.
<br />1
<br />12.5
<br />16.0.16,01• 6.7.
<br />L xr
<br />] 1e 0'
<br />as
<br />aR' 12. T'
<br />160'
<br />1S 0" 61'
<br />12.T'
<br />10.0']1 e' 60"
<br />1 2 S
<br />la
<br />U7' 6.0•
<br />12.
<br />16.0. 317' 60"
<br />L2 S '
<br />12 s•
<br />1A Lao
<br />Mal '147"e
<br />sv Is IT'
<br />D 12 T'16.a•141-
<br />IS 0"
<br />I47• sD
<br />e,D
<br />fir
<br />12V
<br />fah 1.r' fD•
<br />fe 0'14 T'00"
<br />11.1 R 1 Lir MOW 33
<br />W60Df0 4
<br />RIW 1
<br />K
<br />PN4Kw�.�. a.� ,,.. �O.
<br />yM•wwwwu.rr 72
<br />7 2
<br />1 2 S
<br />1 0.0rSao,
<br />10,1 12.5•'
<br />16.0••
<br />121" 7.0•
<br />1251
<br />16.0" 20.e • 6.2"
<br />l2 .T,
<br />36.01, 14.2
<br />a1' 12.5'
<br />1 6.0"
<br />9.7" /.6•
<br />12.71
<br />36.0' A7" L6"
<br />L2.
<br />I. -
<br />12 .r'
<br />7 B,tl' SLO
<br />f O.a il.t'
<br />6.a'
<br />1 9 6"
<br />7.0 12.
<br />1' 3.T•'
<br />a i
<br />5.6' 12 .S'
<br />16.0•
<br />Lela'
<br />16.0"
<br />9. ' S.6•
<br />4
<br />■.a' 3A•
<br />9.6" 5.6'
<br />12.5•
<br />LIS"
<br />12,S'
<br />16.0• 9,6" $.a'
<br />16. • 9.6• 5.0"
<br />0
<br />16.0' 4" S.6"
<br />a
<br />L4'. t-14 MRCa
<br />1 7!
<br />TAP oar•cPAs• a
<br />y 4B
<br />T f�IORIWOR� 52
<br />72
<br />L .S'
<br />tz.T•
<br />N
<br />12,5'
<br />11.5'
<br />6 .a Sao
<br />1aa' sr
<br />16. 114
<br />76.a' 10, b'
<br />7 4.a' GA.-
<br />2.
<br />12.r•
<br />12.6'
<br />12.5'
<br />S2.S'
<br />1 6.0"
<br />Ls.o"
<br />16.0••
<br />MIT.
<br />11. t. T'
<br />9a'• u.T•
<br />9,1" 12.5'
<br />9.1" 12.5'
<br />16.0 10.E
<br />1a0- a2• ISIS
<br />]6.0" 9.1•
<br />16.01 0.1•
<br />1 •.'r
<br />I J
<br />Alnlx xM •
<br />1 1 .AM. 1
<br />Vro00 tusxale A
<br />`* ai
<br />,z
<br />1
<br />1
<br />1
<br />J• .7• 1.
<br />lz. •
<br />Ica TO•
<br />!.P 1 : r
<br />12 S'
<br />44' 41" az5'
<br />12.4. 4.r• 41•
<br />1x.S'
<br />S, r S,9"
<br />7 .0" a2T
<br />1 2I'
<br />4.7' 1.0` S'
<br />2
<br />12A 4.7' 4.0'
<br />17P
<br />l4.1'• ai'
<br />A7' 4.25
<br />113
<br />4.7" • a2f
<br />iLl a7" 40
<br />IBM
<br />32.r 41"
<br />10' aZS'
<br />12. t'
<br />32. ]" 1. T"
<br />ANCHOR NOTES:
<br />I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />M A SPANS AND PRESSURES INDICATED
<br />MAX MUM ALLOWABLE ANCHOR SPACING. MAXI UM ALLOWABLE
<br />IN SPAN SCHEDULE MULL APPLY.
<br />2. ENTER ANCHOR SCHEDULE SASEDON PANEL FA51ENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, a ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />O SN AN PAN GREATER THAN ORE TO SHUTTER SPM.SELECT
<br />LOAD N UTTER BASED
<br />AP GREA E CONDITION
<br />CONNECTION TYPE BARED ON APPROPRIATE MOUNTING OOMDjTII;HI (BEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE)•
<br />3. •PANEL FASTENERS ARE STUDS USED IN COONIUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />PANEL FASTENER SPACING TABLE VALUES FOR
<br />( TRACX, STUDDED ANGLE, ETC.). USE 6.IS" 0 C e
<br />ALL'H'-AND'U'-HEALERS (INCLUDING
<br />INCLUO NG BUtAOUT COrrCIT10f15).
<br />4, AN(2NJR5 SHALL BE 845TALLED IN ACCORDANCE WRM MMIUFACTURERS' RECOMMENDATIONS,
<br />S.
<br />hIOLLOW BLOCK HOST STRUCTURE SH ALLCONFORM TO ASTM C90 elOdK,
<br />6. NONIMUM EM RONWi SHALL all AS NOT®IN ANCHO SCHEDULE.
<br />7. NU EM E AN E TANCE EXCLUDES STUCCO POAM BRICK AND OTHER WALL
<br />ORES. M D SHEM AND OL5
<br />FINISHES. WALL FINISHED SHALL BE LIMITED TO 1/4• NA% OR SHALLBE VERIFIED 6Y OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />S. CONCRETE ANC HORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />G. WHERE EXISTING STRUCTURE S WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD S ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSMALL DE LOCATED IN
<br />CENTER OF NOMINAL 2' X 4• (MIN.) WOOD STUD ('/4' EDGE DISTANCE IS ACCEPTABIE F00. WOOD
<br />FRAMING). WOOD STUD SHALL BE *SOUTHERN PINE•G"0.550R GREATER DEN6ITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX WAD.
<br />IL RIMOVAM,E ANCHORS ARE: DeWALT PANELMATE, ALL-FOWT� SOLID -SET B BRASS BUSHING.
<br />It. MACHINE SCREWS SHALL HAVE 1/2' MINIMJM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE ETHER A PAN HEAD TRUSS HEAD OR WAFER HEAD (SIDEWALK bidn U.N,O
<br />13, MINIMUM EMBEDMEM AND EDGE DI57IINCE D(CLUD�S STM 01, OTHER WALL Ell SHE6.
<br />14.Ir DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />15 DIRECT MOUNTING CONDITIONS.
<br />16 UNEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET,
<br />20-3
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