|
4.i
<br />:]
<br />66�EZI/18.
<br />EZ1 W/1 B ANCHORS
<br />SECTION EZ1 a:. AITERIATIVE EZ1w ON sNEEr
<br />Y Min.
<br />j 09 (SEE NOTE 2) ... w` 0(SE a)
<br />bb Lit 4 /16 f ALUMINUM
<br />DF - - •F pp rim * LAST PANELQi TO BE WSTALLEO AT EACH OPENING SHALL ALWAYS BE
<br />-
<br />_
<br />1/2' O O C 0 O a { I p :d d' O �(— PROVIDED Wj REAR HFddOLE TO FACd11TATE INSTALLATION IF INTENDED
<br />4 i 70 BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />,l ,1
<br />1 I �
<br />AT 2 PER.
<br />PANELsox
<br />_
<br />_ OF L ( (Y }, j1EF.ldd1 "N_�. E 2 HANG STORM PANEL SYSTEM
<br />`'T' { N V N OF PAN + C K v TT
<br />4
<br />I (ENV PANEL, • I � (friTER10R PANEL} I (INiERk"JR PANEL) j (trfTERiOR PANEL) i (END PANEL) I ! �' CO SST G EL on1, TRIO 5 OP Rr B4 [iM
<br />r
<br />SEE NOTES 2, 3, 4 t I ( I i I I j SEE NOTES 2, 3, 4
<br />P i 1 {{ (2). END PANELS SHALL ALW YS BE CONNECTED TO BOTTOM TRACK
<br />I I p,
<br />! E
<br />I I { OTHERWISE AT TOP OF SUCH
<br />I � � E ISE A STOP BAR SHALS, BE PROVIDED D SU
<br />I 1 PANEL Y%NGPTT PANELS.
<br />. i > -.. «...-; * ,,#
<br />(3).. IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />tt i L - ____.t SHALL CONSIST GF 1/4"0-20x3/4" NI W/ 7/6'9X3/32' WING
<br />I}1 j j .ELT-eD PANELS Wj P/ar-2Oa7' ! NUT OR 1/4"PX3/4" Min. THUMBSCREW INTO TAPPED BOTTOM
<br />1 I
<br />S,S. 8( TS w� Is EA oPErut•P TRACK- LOCArfON OF FASTENERS MAY BE AT EITHER OF TWO
<br />(SEE SECTIONS AS APPLICABLE) EXTERIOR FLAT FLANGE-, OF END PANEL.
<br />'.
<br />- ' F'
<br />"L`
<br />(4). IN CAST THAT END PANELS ARE .NOT CONNECTED TO BOTTOM
<br />T(_.)_.1..._�_..,..�_t.�(L,r _)_'_-�_11 I__ .._._t..._ TRACK {i.e, A SrOP HAR IS ONLY USED AT TOP) A7 LEAST TWD
<br />I �t rrr T� f 01 PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />-INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />LJJ1lLJJ_L JJILL IS i•L1SILLJJ LLJJI-IJ_L,LJJ _t.PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION
<br />1W/,! NOTEr" MITI INSTALLATIONS 0'G YnVAUD FOR WItJO
<br />TEZI/18,
<br />';PEED
<br />-"`tSEE SECTION E21 4 ALTERNATIVE E21W ON SKEET/1B
<br />P3Y ICAL ELEVATIQN FOR SERIES 2000 E—Z HANG STORM PANEL O)SYSTEM[ M
<br />SCALE: 3/32".=T"
<br />r r•" MOX,. CAP
<br />� � 2.sar(Mg4 ,mIr1AP
<br />-
<br />� _, MtX1E ,tlL1EY)
<br />JA �.
<br />t1Ax. saw () ,.��
<br />SECTION A -A euHTNNI
<br />SCALE: 3/32"=t" yr
<br />"FLORIDA BUILDING CODE Non Ht h VeloCR y Hurrlcone Zorrp24
<br />GAGE GALVANIZED STEEL STORM PANEL4167 -
<br />rSTATED 1lLIECQtr�c. GLOBAL PROTECTION PRODUCTS, LLC.cea0
<br />S.W. 3, SeEFT
<br />(il t� .,1.6 '+s: sw, m. za rPax:u, sw Q"c F1, mi. 20ffi1J5
<br />yr P ww; vmu PURw Mor o s -wa ML ")SAW-l"34 ra%, {eS4P -ff P4
<br />✓;r
<br />+ QNRt itdl<.g�` Gfl$>aMr�}34 ea t,-Ia mrs %Nsi >v�r BRAAWWO W.
<br />N} W
<br />Tuff a
<br />4 TuffN., P
<br />i y+IMM .E
<br />1}IHLLLL F at67 - eifP.tT
<br />ENt3INEERING EXPREE958
<br />1'SRD0UCT EVALUAT113N REPORT
<br />September 15. 2020
<br />Application Number. 178BLI-t.- £Z2
<br />EXProject Numbw,, 20.31643
<br />Product Manufacturer Ali American Shutters and Glass
<br />Manufacturer Address 1540 donna Road
<br />West Paim Beech, FL 33409
<br />Product Name & Desonphom 24ga Galvanized Steel Slor m Panes
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evalustion Report is being issued' in accordance with the tequiremants of the Florida
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />61 G20-3 005, F,AC„ for statewide acceptance per Method t(d). The product noted above has bean
<br />tested and/or evaluated as summarized harem to show compliance with the Florida Building Code
<br />Seventh Edidon (2020) and is, for the purpose Intended, at least equivalent to that, mitUred by the Code.
<br />Re-evaluation Of this product shall be requited following perthrent Florida Building Cade mod lications or
<br />ray.
<br />I
<br />Sutsstantiating Data:
<br />• PRO��A�����NOD�00�
<br />FX drawing #2MI543 tilled "24ga Galvanized Steel Storm Panels (HVHZ & Nwm44VVHZ)", sheets 1-5,
<br />prepated by Englnaednlg Express, signed & sealed by Frank Bennardo, P.E, Is an Integral part of this
<br />Evaluation Report,
<br />• TESTREPORTS
<br />Uniform static stniclurat performance has been tested in accordance with TAB 202 task standards per test
<br />re s #81`-ASG-17-001 y Blackwater Testing, Inc.
<br />Pam() by 9
<br />Large missile, Impact resistance and cyclic loading performance has been tested In accordance with TAS
<br />201 and TAS 203 test standards per test raport(s) #8T-ASG-1 7-001 by Blackwater Tasting. Inc.
<br />• STRUCTURALENGINEEWNGCALCULATIONS
<br />Structural anglnearing Calculations have been prepared Which evaluate the product based ran
<br />comparative aridlor'rational analysis to quality the following design criteria:
<br />1. Maximum Allowable Spans
<br />2. Minimum Allowable Spam
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12" AVENUE SUITE 106, DE:ERFIELD BEACH, FLORIDA. 13442
<br />(954) 354-0660 l (866) 396.9999
<br />TEAMOENGLNEERINGE%PRESS, CON
<br />ENGINEERINGEXPA65S,COM
<br />ENGINEERING
<br />Page 2 of`
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowable stress has been used In the design of this. product.
<br />Separaltion from glazing Is not required for Installations, outside of wind zone 4 and assen0al facilities.
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstratedas evidenced In previously listed test repod(s)• and is
<br />accounted for in the engineering' designofthis product,
<br />Wind Load Resistance
<br />This product has been designed to reslst Wind loads as indicated in the span schedule(s) on the
<br />respective Product Evaluation Document (i.e. engineering drawing),
<br />Installation
<br />This product shall be installed in strict compliance with its respective Product Evaluation Document (Le,
<br />engineering drawing), along with all components noted therein,
<br />Product compdrrants shaii be of the material specified In that products raspoCHve' Product Evaluation
<br />Document (l e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this productshall be In strlot accordance with the respective Product Evaluation Docurnenl (I.E..
<br />engineering dravdng) as noted herein
<br />res I bed designed o resist alisu rim osed s and shall be of a material
<br />All supporting host structures sisal eat t res IQads
<br />PporNng Ba lie P
<br />listed In this product's respective anchor schedule. Host structure condhions; which are not accounted for
<br />in this product's respective anchor schedule Shell be designed for on a site -specific basis by a registered
<br />Professional engineer.
<br />All components which are Permanently y installed shall be protecteda ainsi Gorrosion contamination. and
<br />other such damage at all gores.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ),
<br />Respectfully.
<br />Frank Bennardo, PE
<br />ENGINEERING EXPRESS"
<br />OPG(M6549 I Cen. AuTli. 9985
<br />160:SW 12" AVENUE SUITE 106., DEERFIELD BEACH,. F0REOA. 33442
<br />('954) 354-0660 1 (866) 396-9999
<br />TEAM 0ENCINBERINGE%PREss.CON
<br />ENGINEERING EXPRESS, CON
<br />tBnNX 9Jnhabi,,ar
<br />r r
<br />OL,,yvNF rI ¢ Xt ttnr
<br />a x
<br />or •, }J .L ':F I,X": 1 Inn T.^' -Ltiti
<br />•-IA.
<br />Q
<br />_ t eon
<br />w
<br />I rpi s
<br />ILL 2zil
<br />V.ef.'
<br />I , i_O7-LL o.�IA
<br />UI. F
<br />- T-
<br />Jk .tC
<br />K
<br />u M1r k
<br />r , y 3 19 c2
<br />i t:
<br />K
<br />ry
<br />O
<br />N pp
<br />�P
<br />I"
<br />c' em
<br />W
<br />c _ 3lit
<br />rc F ar.
<br />ti 4. R Ivn-e'r- W
<br />XI+h�55
<br />W.
<br />�µ
<br />i S
<br />I },
<br />T, ]1
<br />r1Y t..l}
<br />4-f
<br />.tr H'CR -
<br />rv+;
<br />H. YkY
<br />_ Z
<br />M
<br />D '
<br />ALr�Rt1AT-HLIfL4DUT
<br />c burmrn.-EzrxGsmns -I.rca L .,..x_
<br />roof, PP
<br />=.mod: _ r:+WNN IVI't
<br />.�r sin nFl =,f.r
<br />F I
<br />r
<br />a
<br />-*SFzr lu
<br />GEIL]NirlrLOOR Hsu Nr LCTION LY
<br />tu'',
<br />fs 'A f
<br />Y. rlt4 4A m
<br />lt�
<br />�a Y - - ay�j':. z
<br />.�, uF-_=sal �`f.. nwuw rnu nenml.Sau4y 'I :rt .r. _ 41
<br />` ukc n:F Irlu' um _.sc cz c a tvRr r� yg r ;a¢ z a
<br />H'�.L.<+•�.IA" = '•'
<br />w J- G
<br />rk• - - D
<br />Ll. bUHT S-CTIb}I IJ1 G -J
<br />�.- a •k""y I�•� r, Irro=,. ur,.., r creJ m I 1=�.sR- ,r
<br />r, r
<br />t ilti I R
<br />t
<br />i
<br />Y�
<br />a' s,
<br />-
<br />Y'
<br />4G 'r fKIG 'J2P. :Jx.rA. n - kt IVVL (n,,rvn,xv HA-' LU QQ�
<br />ltti m >a' ute E L T. c!. rt 4
<br />SIR
<br />y
<br />IJ:N lrl'J
<br />Y
<br />_ Lilo YYL
<br />Y 1 C +J I
<br />"e
<br />6y� qq *cqp 11qq
<br />H.,EIlrn' - law
<br />e
<br />F�i:eLt ,H <•,. t.Y_J4'�-... I�4P?II"ttt ruts, q
<br />a IY p
<br />..L,t r,
<br />R EL
<br />i
<br />Ram
<br />Y
<br />IrH 1°T 61MR4RFAWLIENRAPIOPE
<br />F 1 .r,ry 1
<br />a{_ Lri ty,.3lnL,trlr ;rlrrlrna •A-"- �:."11'"•I^rrnn 20-3I543
<br />-•1' ,.v. HWPeaucPxrnmNe •
<br />T
<br />L�H1 I -I Lt• R /';10P110NAL TCPjYgTTOMCI6S11RE 0.ZAiL
<br />.DIY lrtl ry .J, r...0
<br />> 8 f'y-'t' LRD&kPNR}g4t Nnlnll sFiJ Ic11i r"k !¢ uy N(.(1 }IpOXrwnlw S t_,roN
<br />mot,
<br />Pool"
<br />BLRACK
<br />1/1V# TAPiON
<br />fWim RETE
<br />REOUIREO. i .,,, - AHCi1Drt D Y-aO.C.
<br />T",t-.�"�V 1{- i
<br />tf#'P TAPC4ti .. _.f /14at'rX HEAD Tflt we00 tk'FDER f I +,.. �YT4%1' HEX tif}D TFJC
<br />SSG FROM RE BED — s " I �y l �' 0 FROM
<br />ANCHOR 0 Ta` O,C, . 5, O6 AIA- r �/4'
<br />OJ 1( / 2 (1►
<br />�
<br />I
<br />i 93AS
<br />1L
<br />p.
<br />!P'•SEPARAi1flN: 3 1a"A R SEPABAT%W,
<br />CXISTIHG t, TO GLASS, - , EXISn t
<br />A.UbattlUM TAM TO OLA55. Pop3
<br />1 r f^�hi9NINUM
<br />iI I { t 1 RM1$T k Y -0 RNET
<br />.,_..at_._.- ,_. ... , _......._. __ t PANEL IENf:BH.. 0
<br />PANEA. LENGTH * � � r5 qtl
<br />RR j
<br />W.
<br />rGl'-SEPAIrATWN__
<br />t ' R—SEPARKNON- THUMBSCREW `.A% !,
<br />tT TO CLAW, OF
<br />a :: ,JJ 5tY76 I
<br />R
<br />"w"TNUMBSCREYd OF 'L" I 11.
<br />j I
<br />yr�
<br />r
<br />1-,; t i.._ v. --, tom_,___
<br />ED.
<br />7 - 1 114 P TAPCON ANCHOR
<br />12' O.C.
<br />T/+`, iAPCON.
<br />AN Hp{ISTIMG POURED t '.-r- 1f1 WOOD
<br />OR 0 Ta" p.C:.r NCREfE OR t I PLATE
<br />a•n„ ,
<br />CONCRETE BLOCK _ ,,, )_ ,L REOUIR€0
<br />REOUIRED,..
<br />WALL ► OUBIING NTIN
<br />SF�TION Ezt ALiN TIVE�EZ W
<br />Sul 3/BRT" SCALE 3/8S1,.
<br />iHN}P/NJt 4��,,
<br />~' A Tf4irr
<br />AEI{ •' FLORIDA .BUILDING CODE (Non tiligh Velocity. Hurrloan* Zone)
<br />MOTESl MEN. PANEL iFPiTiH O, 44 tam m cca Pc 24 GAGE GALVANIZED STEEL STORM PANEL oeAwN
<br />SHALL BE 2,-6.
<br />1. INSTALLATION ARE ONLY VALID FOR MAX'. A.S D. LION - -
<br />PRESSURE RATING +/- 40.0 p.s,T, AND 6°-0" MAX q'. $LATE 4 __— '
<br />_
<br />1 L I E C 0 IN c GI.O� TECT(ON PRODUCTS, LLC.
<br />PANEL LENGTH. .G�,. A°� +Hob a.P. 5] Sn n
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ?�, 1��:.:, • A(iR111 1Z is ruspp TE'3n i
<br />nrw DAMLFL 33314 20-'T7"a
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIF£C 94,.. , / )V4 �,@�'eax`�4ir-r4}9_r: rOrN Pxr_iam PNXaE, tmsl}Pei-s5nn, ox (06.AA.Hrm
<br />DENSITY OF 0,55 OR Eptlu. .i11i1':...a3,.,_., _ - "«•c }wN.r .,4w.•, •.e a.;.r •o.P,,.. +e wUPNO NR•
<br />irNtlltWdt IS'PP4UREJlwM C+-OI%MY44 ,%
<br />�sLr� w q�q"1 Pt mart tP rs +P
<br />It IY
<br />ALL AMERI'CAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NDN-HVHZ)
<br />Tol
<br />11 TYPICAL VERTICAL V EFT. ICAL MOUNT ELEVATION
<br />j,. N.TS ELEVATION
<br />T❑P MOUNT Lm-
<br />(CONN TY P (SPAN ABOVE
<br />AS'Rf(Y eSTRU TICIN
<br />x�i z
<br />x
<br />E
<br />NE�w
<br />t0 u�
<br />BOTT6N
<br />DUNr
<br />(CONK TY
<br />AS RE0'D)
<br />TOPk1OUNT
<br />(CONK TYPE
<br />AB REQ O)
<br />c )
<br />—OBtTRhMGN
<br />(LOCATION -MAY 'VARY)
<br />ERITMM FIOUWf OGNN
<br />- Z
<br />(&RAN BELPW
<br />TYPE As Rvq!p)
<br />OBSTRUCTION)
<br />-PANELS MAY DIE IVC7E11E❑AS REQUIRED,
<br />'OPI19NAY+'-20 STITCH
<br />WIT
<br />3OIL'I
<br />PROVIbED THAT CbNNECTION$:AND
<br />ANCHiRkARE USEP WHICH SAT28Pf
<br />I NSFASTENED@
<br />SPAN5ARGVE9 BELOvi OBsTgUGT,]ON
<br />OVERLAP9-01NIDSPAN (USEANPROPRLyTESANTABLE)
<br />VERTICAL MOUNT ELEVATION
<br />NOTCHED PANELS-
<br />j N. ,B,.
<br />ELEVATION'-
<br />ALLOWABLE B PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE. PANELS
<br />MINIMUM STORM PANEL 50ARA74ON FROM GLASS
<br />(HVHZ, WIND ZONE IS ESSENTIAI FACIIIITES)
<br />I
<br />MAXI UM M
<br />DESIGN ALLOWABLEINSTAUATIONS LM tNSTALIATIONSORE'ATFA
<br />fSs R - PR U f
<br />Trig :3M ABOVE GRADE THAN 3G'APDVE GaAOE
<br />SPAN imAXf N
<br />I ir'STI ! ;
<br />M MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: SFHEDULES
<br />PFT3RUSE Sy1NTH'THISSiYSFE SHALL BD tT RMM FER q
<br />SEPARATE ENGINEERING IN ACCORDANCE WITH THE
<br />GO1VT 9qNES CODA PRE95URE RREEO0UUSREEMMENSS AS
<br />DETERMIN® IN ACCORDANCE WITH ASCE 2 AND CHAPTER
<br />160419E TH C� 0 OA �BTU}IILDIN G C6DE SHALL 5E LE85 THAN
<br />PRRES <JRE CAP;k Y dALUEE" LISTED H RETfJ fD0. ANY
<br />ASS M61Y AS SH64VN.
<br />GENERAL 140TES:
<br />VISIT E•CALC,161315r13
<br />$r�■
<br />F"R �y'3.TI E1IlT -5
<br />A 4,) JNi :N i_ 11 t atU1 ll
<br />+NSti eJelruEEilNOEkr REdB cbPNsrbr4E
<br />f11na1XalrinruLrflANa; xEForersA n6PYwc�
<br />■
<br />M NIMUM ALLOWABLE SPAN SCHEDULE
<br />01MUMMI
<br />aQ111GiIDE79�®QrTwl�E3�l��i'I
<br />���
<br />Il�1�BtiL�3l�ili�EZf11�l�
<br />-
<br />� . " '.,
<br />i�EE?sl�
<br />''
<br />1111■i■
<br />IilRiyiA1
<br />•
<br />Ili...
<br />�6Li��"-.`
<br />a�'
<br />�°ii�-����i,�
<br />•
<br />O''�'i.u''.iMAKl
<br />19203M
<br />M
<br />IM"
<br />'�'
<br />)III
<br />...
<br />1EARE
<br />YYi
<br />"IPA'
<br />ICE
<br />1
<br />UM
<br />6C6
<br />r
<br />In 2.16 In __ um6maL� TOR 00. Bi+TTOu: LL.N t iffi PN npiE N6TFO TNT at BOV€ £NDt _ _ _ 4CCEr=tAHL
<br />6�M 2.Y61n
<br />6.D6 in .56 it, 2 10 SEPAFW" Z. tiMR& LS R.ECW INEG W1iEN. VANF.L iENGlN 4S t£4,F'A TITAN 7MAT Wit
<br />TIE N+;- M NAnar+mvE,
<br />SPdCY1yE E41L4dNn f.O W
<br />R MEO nALY.. r ur UN k.TA r!E AP F SRaE GI.@5sffikS !i FSS. tW 100 Mtl THt 14E AgL4V�.W RE ST41Etid81:T4E5 ENGt
<br />aAain *.Y6In
<br />._... .- SlipW-H1INAON1 IwT za6mr-tin ,5 INXD STRARAnoNtaoN a. SWA PER f}Et 1A s. V n A� ,.«ERV
<br />ra , 6 A X tAetE.hay.5 0 4O i1 'WLrW tlR wrt $rrtill eOL?6 AN .M •R+NEL5 $H�.tW W,nI PANCt _ 2gdr Our P 4
<br />_ G
<br />6.O91rc 2531n TES ➢' • ` 5 OA
<br />s, v+lreis ewr span ;4• Nrnpaurn u6,Nc cueE (iy of THE oRneNAL -ore oR earTw 3OSUA PrR
<br />_ 1.7 fn a Na Pa EraL�x�.,,sc- r•Nr m,>I: +�csJNem sNtrrara ri?E6=_DRew;eas szI m z RENT t P l Nc rrr, on IN
<br />LPNin� f.4Rr. a ._.,-
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />E ADS - THAN OREQUAL TO
<br />NEGATIVE
<br />LOADS LESS N
<br />wEGATIVE RESIGN LOADS.
<br />8- "PANEL FAa rENEW ARE STUDS USED IN
<br />CONJUNCTION WITH ALL. MOUNTING EXTRUSIONS
<br />("P-7TD ANGLE, ETC,), USE e 25"
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />T
<br />A 'H AND -HEADERS (INCLUDING BUILD W. ALL V ( RI
<br />CONDTFtONS),
<br />I LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE.. OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />YEN SPARSCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED-
<br />21 SCHEDULE 15 REQUIRED FOR USE WOPH POSTTTVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NOIT HIGHER
<br />LOAD.,
<br />3. FOR. INSTALLATIONS QUTSIDEOF THE HVNZ AND OUTSIDE OF ESSENTIAL
<br />T SEPARATION
<br />N ASTM WUW ZONES 1 TH HE GLASS sE t7N
<br />FACllTTIES 1 ROUGri 3. SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS R RED.
<br />,t C}P NAL INTERIOR FASTENING DETAIL
<br />"" N
<br />7
<br />U
<br />ME
<br />ncnPlq
<br />RPNrl..?PJAfENTT(Y DES+
<br />[tD1ES nANEI,'.
<br />OP TIONAL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING
<br />0,094" 2.99b" 2280"
<br />1-2.250"- �9.06❑" �i(O77�1 � J(a xu sl�u x
<br />.250° i. Q, 0,756" "T'r�J'r„u.u. �,625,,. "
<br />D;O44� � Ob94"
<br />mN
<br />o - TBL25" aL25"
<br />j
<br />:Asq° � T1'P' rrP �:N g - � --r � s
<br />.OGZ" n . rti •.t W,., fleJ qq 4
<br />1 a30" t1930^ - c.- j r o> LL al,n
<br />GDQ O.375� ,Pfi2" .. moo: izs"
<br />1,35 • � ..06
<br />� zo➢6". - .os2 zsa1J -I: z.aoo^ !- -RI:., r.P. z.Aao I- _
<br />'Q3D" ` �I?z,axo 20° I-
<br />�. ,•121" 1,$1 1,560"h-{1.560" i 51 1180'V 3.` t'"r•=G4XdwAH,GILYIIRE ,' M6LE $k a
<br />tm
<br />�-,
<br />3,380" MAX- .31'7 .. a 301, ry
<br />6,365 gq7¢�g 6 37fi" 0 4gg ➢.376"
<br />Ili' D,179"-•� '6.655 a,14 "-.II� 0�6�i4" 0.190" LI55' A350 1:007" ❑ q '�+�� i
<br />-12.500" PANEL COVERAGE-1 1 t_"_I1 I[ -III[ i - ^YI IF.[ ' Sl &38" 0,259" rl N W ••
<br />14875"PA,NELLENGT -0524'Y56„O.iiSd"
<br />V V . fl
<br />114 SA. PA L. � OIREfTLDN _ A-2�,,,
<br />.�0,040" r(�D,t196" D.O90"�HE'rb 01 215 ?LS. O.Des' D.7in° R0.135' 0.3D5' Ch
<br />TY F TYP 2A0 " iG,7G6„
<br />T1 LRIa-d1T "F' IaAOX 7 QP_
<br />.� 0 n'F� �°6 TRAGk t W, XEY CL ER
<br />(7319° I, i he 4.Dacr MN,
<br />037e" 5551, ❑
<br />L LL<,v 1. rF--3,OAn" O.iZ�Hvnk inVh
<br />7.yP
<br />.t_t it ,1Jsii •,r•: ANnLE- TR,AnK. tEfiENDED1 t- � ri. L7
<br />S
<br />1.000" Y"v ct -Y�C.;�GFea p
<br />r
<br />'$
<br />OVERLAP
<br />q MAk %. c4Rr1EReLrosuRe bHrAlt i-25"MAX,..
<br />A,18S° ..25" MAN. a -
<br />MAN, ,.nc Fr. m L✓. u r.. ,� r s' ^FrF-= 7.. .nr Ce
<br />LU
<br />.-nhraunv BUILD-OUNCT IST E
<br />'ant I ArouNI n asu r ur I nn
<br />A
<br />R
<br />c n
<br />u, I.Y. n• IFrP 'tl
<br />1. A4i �•.li=t:. R-- K 1 I !' F L / 't ,� y
<br />'EMBED
<br />OVERLAP o� il, ,i„ 3.920 a Ja. - fr P 33PI.
<br />k MAX 7f''1. n4 ),[r II MlntNl c: f]\TIRE. Drihn. ww zn 5.
<br />x ce.±:ca .1" MAT":. law
<br />g ¢. $ �-� �
<br />vE7 N.re: i 5D0" 6
<br />r;
<br />rs
<br />MIN'
<br />MIN. laa0" L4F r"r I I f '-rt a� R ,P- +� • B3.
<br />YM1r'u /"y C6REIERCLOSURE DErArI P•RMi � P - I' )
<br />a n1 TaPNown clusuaEnSrau
<br />Dirt l .= , 3 Q g
<br />L✓ NT3 n >r111
<br />r A Hr Nn n
<br />.111011 1Sa• .F,>Iiq,iL4
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS,
<br />PANEL FASTENERS 1- 12.5" D;C
<br />d d N
<br />3 W. E4 P A GE T$T NCE
<br />n a
<br />Q
<br />WP
<br />m
<br />PI
<br />Hill
<br />v.
<br />ao wi •.
<br />W
<br />{
<br />1
<br />n
<br />�T :aim
<br />N � If
<br />u�
<br />`.
<br />1,1 s
<br />W
<br />D
<br />1l 47'
<br />=
<br />++
<br />in
<br />e
<br />A
<br />^1
<br />f
<br />a
<br />0 n
<br />e
<br />ii
<br />W �g
<br />ANCHOR NOTES:
<br />�'�
<br />ANCHOR 5 D P T
<br />! AN R CITE LLLE APPLIES TD ALL PROOUC b CERTIFIED HEREIN, BUT DNLV'PRt7VIDE5
<br />L1
<br />Lno�m
<br />7
<br />t
<br />� �-
<br />_
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXI MUM ALLOWABLE SPANS PRESSURES INDICATED
<br />N
<br />G
<br />IN' 5Gt1EDULESHALL1PPLY
<br />2 ENTERANCHOR SCHEDULE WSEDGN:PANEL FASTENER SPACING, 7HE EXISTINF STd}UGTliRE
<br />D`r
<br />L.T' "
<br />rv'
<br />_
<br />MATERIAL, S:ANCHORTYPE_ SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SH E AND SELECT SPAN GREATER N 0 'E U LTO SHUTTER SPANS -
<br />lfiT R T RTHA. R A HUTT R ELECT
<br />Q
<br />W
<br />O
<br />C9 NECI70N PIPE BASED O APP PRIATE MOU G CONDISCON SEE MOUNTING - A S N N RD NTCN t NT NG DET A ON
<br />SHEET 2 FOR �ENTTFIEA TSON OF CONiX'EC`iION TYPE:,
<br />C(
<br />3 "PArFLFASTENER5".ARE STUDS Li5ED7 CO LI CTIO H MOUNTING US U N W N N
<br />ALLExTR trs
<br />6
<br />SPr F
<br />ANGLE, ETC) {C PANEL F$SI'ENETia`pAI�NG TA'BLE:yALU65 PpA
<br />�.
<br />S8.25 U
<br />ALL FI"-AND "U° HE D(INCLUDING B ILDOUT r ND B A A ERS
<br />ALL 'H'ACI4,-S'U'-HEADERS O ijfON,)
<br />-'
<br />,C[
<br />L
<br />.0
<br />4 S
<br />BE UilST LLEIY IN D CF W. H F E S DA AN=HORS HALL A ACCDR AN IT MANU ALTIJR R RECDMMfN TIONS,
<br />5 HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90$L'OCK,
<br />5 WaMUM EMBEDMENT SHALL BE AS.NOTED IN ANCHOR SCNEOULE
<br />E
<br />7 MYNYNUM EMBEDMENT AND EDGEDEETANCE EXCLUDES STUCCO, FOAM, BRICK, AND .OTHER WALL
<br />- P..F
<br />FINIS E% WALL FINISHES SHALL ALL BE LI E TD 1/4" 'GR.S SHALL - E.VERIFIED H
<br />H A F SH H MIT. DM11hr1b HA B Y OTHERS TO
<br />PEL -R ., /L...
<br />4T Hb 5T
<br />p
<br />61Y�ri4'
<br />�p
<br /><"
<br />x;
<br />DE UA NSF O D570
<br />T-.RULTURE. A A L S
<br />E2 ER
<br />:. EA
<br />@�
<br />P'
<br />6, EO CW E HEREIN l LLB EMBEDDED TiYN'-- C E NCrEET N ORS: NOTED HER N D f,4US4 17I R'Eq AY VARY, I LY
<br />WHERE STRUCTURE IS
<br />PPe}g
<br />; .."C
<br />LAN
<br />��BtL�Ep
<br />s
<br />I,
<br />FNI5TING E
<br />9 woOO FRAA4NG,E,YLSTING CONOSTIONSMAY VARY, FIELD
<br />VERIFY THAT FASTENERS ARE INTOADEQUATE WOOq FRAMING MEMBERS, NOT PLYWOOD, FASTENING
<br />k,
<br />TO PLYWOOD I5 ACCEL IA13LE ONLY FOR ,SIDE CLOSURE PIECES,
<br />10 HERE -CHUBS FASN TO WE D N F EP,5
<br />W AN TE. T FAC STU. FRAMI TEN HALL LOCATED IN
<br />-y
<br />R
<br />W@¢ P
<br />E y
<br />k gg
<br />�- �.flE
<br />� �
<br />' "
<br />A
<br />gl
<br />i:
<br />: S P, ' r CE -O it .( )W DsT ((r♦ Ht]GE STAN T., A� PrABLEF FOR
<br />), WPONAL 2 #" L BE EU UD
<br />FRAMING),
<br />FRAMING) 1N40D GTUD`SHAI:L BE "SOUTHERN PSNE'G=0,55ORGREATFJt gENSLTY,'LAG SCREW
<br />• _.
<br />5
<br />_
<br />SHALLHAVE PHI LLIPS PAN: HEAD OR HEX HEAD
<br />3
<br />It. REMOVABLE ANCHORS ARE'. DEPWALT PANEL.MATE,.ALL-FOrNTB EOL1b-SET B. BRASS BUSHING.
<br />` SHOP
<br />1Z- MACHENE'SCREWS SHALL HAVE Sf'2"MINIMUM ENGAGEMENT OF THREA DS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAQT DR WAFER HEAD (SIDEWALK =LT) U.N.O.
<br />13 MINIMUM BABEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OF QTHER WALL FINISHES.
<br />2O-31SA3
<br />14 DESIGNATES ANCHOR CONDITIONS WHICH AU NOT AGCEPTASLEk1EES.
<br />-
<br />Ls � DiixECT MOUNTING cbwomDl�
<br />1E LINEARINTERPOL$TSDN IS NOT PERMITTED FDRU'E'WTTH THE ANC-HORSGHEDULES.L35TEO!GN
<br />$
<br />TFa& SFIEEF.
<br />pp
<br />r sv
<br />-
<br />��:��ri��.�iii/ir�rir��%�i
<br />_
<br />)I�
<br />it
<br />AaOKQR PR�6ReN
<br />TYPE P5F
<br />'AN rn= 1a,1-6+
<br />fsly t
<br />q Lm c a'-u'
<br />ircn,i. ro 4rnl+-lu+
<br />I
<br />COMN TYPE
<br />� Q a C4
<br />60NN TYPE
<br />C1 �2. C3 Lrt
<br />CONN.TY1%E
<br />a GT C3 L4..
<br />1W,7 'EM8E6 33
<br />A, 4' 2wY 41
<br />J
<br />46
<br />52
<br />T2
<br />12, s'
<br />ISO" 164
<br />➢
<br />19
<br />12.5`1b4
<br />1 b0 7,5
<br />12 "'
<br />S6.D'S:b4 b7"
<br />iZ_S
<br />16 d 1 0".
<br />rr
<br />H e
<br />1 .H"
<br />2
<br />S
<br />7 A
<br />15 C &. 1
<br />]2 5'
<br />SB_9 ] H
<br />4
<br />i 2, 5'
<br />v
<br />_IF'
<br />12
<br />s
<br />1b4
<br />14 6.
<br />7 n
<br />12 S'
<br />fl 6 "
<br />1e Srz ➢
<br />i3;i
<br />2.5
<br />36D 16,e"
<br />O' 4'"
<br />ib i ,7
<br />69
<br />60"
<br />125'
<br />2
<br />1 .5
<br />i84
<br />1 ❑'
<br />6
<br />1LT"' H.➢
<br />1 q.7" b.p"
<br />i25"
<br />i6A ]}7 60"
<br />+'r d,0"
<br />0
<br />U 33
<br />YDOOs`CR 41
<br />t E41
<br />+e
<br />52
<br />72
<br />125
<br />1 fill 16.0
<br />41'
<br />12.5'
<br />i6➢
<br />LY i" 7.0
<br />12, 4'
<br />6 148- 62"
<br />i 0
<br />i2 .5
<br />160 14.1"'
<br />81
<br />12.5'
<br />16➢
<br />9 S.6
<br />7'
<br />3 2S'
<br />16 9? 5:6"
<br />,D
<br />12.5
<br />12.5
<br />tY.,S
<br />ifi 0' D
<br />YC 6 SLyR"
<br />16,0 9.6"
<br />R
<br />B 4
<br />3.fi
<br />12 i"
<br />12.5"
<br />i2.5"
<br />. 6
<br />L 4
<br />�S D
<br />14,0
<br />a " 561
<br />fi
<br />H 6' 3b'1'Fr
<br />9,fi SIG'
<br />12 '
<br />i'
<br />15➢ 9b 55"
<br />G
<br />g
<br />1!4" di-] 4' @I RCD 3
<br />! 3
<br />TAPCR,7.•CFAS' 41
<br />.,L. 4B
<br />T rJ�Wb Fit
<br />72
<br />12:5'
<br />16 0 ]
<br />• 6dtP
<br />125"ib➢
<br />11-'
<br />k"
<br />]: 5"
<br />2.
<br />SBO 10.2"
<br />T2,6
<br />1 0 L33"
<br />d
<br />92
<br />72S"
<br />J
<br />12,5
<br />]6a iL4"
<br />1Z.5
<br />12,i"
<br />laU 4,1"
<br />i,2.5
<br />116
<br />Yfi.O SOS"
<br />i 6D 4'L'
<br />125''.140'.
<br />12 6
<br />i6O
<br />9>I"
<br />91='
<br />12.5'
<br />]25"
<br />Y5D 41 '
<br />SL' 8" EMBED
<br />71 % 33
<br />�i
<br />rill PI7lll ti RllA;.4' 41
<br />1'fbOD BHikRL 48
<br />--123'
<br />728.25`23
<br />L �
<br />24
<br />ib 0 8,6"
<br />i 2 i
<br />SS,
<br />b.011 .i.
<br />$
<br />12, 9!
<br />3 0 'a3 '4. •
<br />1 S,
<br />t2,5
<br />SbD Y,R"'
<br />SH
<br />i2.5".3E5
<br />q.e" q,i"
<br />"6.35"
<br />#a"'.S
<br />lid'
<br />9.7" _4.0'.
<br />5.2i'"
<br />b,r A.0'
<br />625"
<br />32 40"
<br />3 r 4
<br />-
<br />4.7" k: " O
<br />6
<br />}P
<br />N
<br />N
<br />N]
<br />U
<br />O
<br />�-
<br />.�
<br />O
<br />U
<br />O
<br />(�
<br />to
<br />0
<br />O
<br />O
<br />W
<br />O
<br />LL
<br />>_
<br />O
<br />L
<br />�—
<br />�
<br />.�
<br />�'/^�
<br />vJ
<br />Q
<br />N
<br />"'
<br />.� o
<br />W X
<br />d
<br />E/T
<br />-
<br />o
<br />A
<br />�
<br />N Y
<br />W
<br />"D
<br />Gr
<br />C
<br />�
<br />EX
<br />w 6
<br />10
<br />ar fl
<br />u Ev
<br />a
<br />to
<br />t3
<br />E
<br />U
<br />0
<br />Cn
<br />L
<br />(D
<br />rW
<br />i
<br />C/))
<br />v
<br />CIO
<br />U
<br />O
<br />L
<br />U
<br />■
<br />'�'^
<br />V
<br />CC
<br />W
<br />W
<br />c
<br />G
<br />IN
<br />SHEET NO.
<br />SH 1.5
<br />Y
<br />li Vii.. � ,)5."'iE �4,.. '_. ' �''ii,.. �"A'fMi.+?w"ft1�:Evkti>b"Gt✓t�'i!'aNP .ee.u•e.,e.•...:.,.,.R,,.- _ - ._ ___.._ _..-._ _ .
<br />
|