|
_. _ _ _ .. _ _ ... - ,.- Pn ,.,.. .�.T. _., ,. .. _ Ir^"n• - - - '""n�nl'i •^�9An �a'rr�w �s�IrNINRrwIP Ifs �1 ■o1r�iE��P .
<br />LOIN/10 ANCHORS
<br />--- ($a SECTION EZI a AL I ATNE am ON SHEET la)_____
<br />�
<br />j (SEE NOTE 2)tgE 2) ,t• Karl.:
<br />/14xt' SAS.. f
<br />«jADNi E13E) "
<br />i
<br />AT 2 PEA
<br />-r-T------r-�--ram-- --r-T-�-�- --r-r--rr-r- j-j-T-'T- OF •L'
<br />(END PANEL)) (INTERIOR PANEL) (INTERIOR PANEL) I (INTERIOR PANEL) (END PANEL) H.
<br />SEE NOTES 2. 3, 4 I I I SEE NOTES 2, 3. 4
<br />6 _O•
<br />nAA L
<br />PANE! LENGTHP.
<br />fI ;' i �QITD) PANELS W/ 1/N-2d,� i
<br />1
<br />9s aoLTs Wig • TA DVEwAP
<br />-._). L1 1_I_jT-__L_41
<br />1 M.
<br />1111
<br />111
<br />JJ_L JJ_LLJJ111JJ_LZ�JJLLJJeL1J111JJ_LLJJJI£LJJ_L1JJ
<br />3" ltmt
<br />t' Yn. -NOTE 07 -/ Y' •FeO'13 t•
<br />3 ANCHORS
<br />'----{SEE SECTION Elf a ALIFANATNE 121W ON SHEET la) -- - - -- --
<br />EZi/18,
<br />EZiW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t)
<br />tP
<br />SECTION A-At,INIrINIw _
<br />SCALE 3/32•et"
<br />ENGINEERING
<br />EP40INKERINCI EXPRE9810
<br />PRODUCT EVALUATION REPORT
<br />Seplem ins 15. 2020
<br />Appioatlon Nunimm: ffSS9,l- RY
<br />M Pro}ct Motber 20.31543
<br />Product pMnnftcWw MAmanem Sh ullom and Glass
<br />l wededuwFAddrem 1540 Donna Reed
<br />Vbd Pala Beach. FL 33409
<br />Product Name 6 Description: 24ge Gawar4zad Suet Sbml Panale
<br />Large Mlle Impact ReWbrtt
<br />Scope of Evalustloe:
<br />This, Product Evalunden ROPE is being issued in •ocoldmta lvfh the fsquberimnfa d She Flodde
<br />D"W"ent of&mate• and Plah=W W Rsgudon (Twice Budding ConMesbn) It* l.hapNr
<br />61GM-3.9116, FAC.. for statWidn aoapleflon pa kfefrod 1(ND. The product nobd above Oros been
<br />tasted s War ovokmld s artnrtrad lerdn N show catpatroa WO Me FINNde 13ufdfg Code
<br />Seveth F_dfon (2M mad Is. for the purpose, baErndad, d bad agnMabd fa that rrgLl, by the Code.
<br />RMvahmtlan d tltls proahlp Ehaf tea required fafDwMg PNWWR Florlds BWldfg Car MOSk*bOtt Of
<br />revlebns.
<br />Submnua g Osta:
<br />EX dravbg 1120.31543 ffd -24pa 0 tzed NOW Sbrm Ism- OM 6 NDn-H1IMZ)', sheet 1-5,
<br />prepatact y Engineering
<br />Express. signed 6 sealed by Frank Baramdc. P-E, le an ITtOWW paOft Part of I
<br />Uniform stare sbucbnsl psNfomfrl , has been Ned in •000rdaloe with TAS 202 test alm lards per fast
<br />repm*) a1BT•ILSG-17-M by Bleckvrster Teing, Inc.
<br />120 a d203 ate stardods Ma Led report(s) -00/ by Backwater Testing, Inc, resistance mW cydc loading p I A hm been board In accodence with TA:i
<br />SRIu41rd OrlynaarI ; aI III haw bean prepasd which eval ua fro Product band a
<br />rnrnpandiv atl I refold rtl'ais to Qualify tit bforrag daaipn crlsuh:
<br />1. A4lknun Allowable Spans
<br />2 hborn On Allowable Spank
<br />3 Manem Gina Separation
<br />4. Maw SPaF3TIg
<br />160 SW 12•" AVENUE SUITE 106, DEERFlELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(066) 396-9999
<br />TEAHOENGINEEAINGEXPRESS.CON
<br />ENGINEERINGE KPa ESS.COM
<br />r
<br />ST PANEL® TO BE INSTALLED AF EA1CH OPENING SHALL ALWAYS BE
<br />OVIDED W/ REARHANIX£ TO FACILITATE I1SfAl1ATi0N If IFfTt7fT4DED
<br />DE INSTAl1£D FROM INSIDE DE STRUCTURE.
<br />(1�+ OF SERIES 20DO: E-Z HUNG STORM PANEL SYSTEM
<br />CONSISTING PANEL + Cont. TRACKS TOP A BOTTOM.
<br />(2). END PANELS SHALL ALWA�(5 BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR (v SKINK BE FRONDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONFECTION
<br />SHALL CONSIST OF 1/4"9-20s3/4- N.S. W/ 7/9'0a3/32• WING
<br />NUT OR 1/4•ea3/4" Mtn. THUMBSCREW KID TAPPED BOTTOM
<br />TRACK, LACATpN OF FASTENERS MAY DE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANCES OF END PANEL.
<br />(4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (I... A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SWU BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABM. IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY VALID FOR WIND
<br />SPEED UP TO 170 m.p.h.
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ge Cialvanizsd Stud Sloan Panels
<br />No 33% increase In afow•bte stress has been used In Me design of On product.
<br />Separation km glazing Is not lectured for Installations oulside of wind zero 4 and essential facaNs.
<br />Impact Rdslstance:
<br />Large Inspect Resistance has been demonstrated s widenced In previously listed tad ro"s). and Is
<br />accounted for In the engineering design of this product.
<br />Mnd Load Resistance
<br />This product has been daalpnad to re" wind beds me Ildleated in She Egan sdroduWal on the
<br />respective Product Evaklafon Doclrned 0.9. an0bnaain0 drawing).
<br />Thh product sMf be hmbfed in strkt aoNrgTlends with NO respective Product evaluMon Document p.e
<br />engineeft drawing), a" with of oonporwnb noted therm.
<br />Productnarnpolwlb slwl bo dlw nWerid epwdod In Mat pm&d d's tlupecOm Prodlld E'vskobm
<br />Document(I.a. sf01 ' a drawing).
<br />UMIta lone a Conddons of use:
<br />Um of this; shall be In afrld accordance with On rspsoWe Product Evokaftrl Document 0.0
<br />enilkwasi g dr*wWq) a noted heroin.
<br />An suppMM hat structures shW be assigned to faabt W superimposed bads and OW be of a material
<br />JMad In the product's rscpft*o anchor scheaab. Hat structure corKffat which to not aeailfded fa
<br />In this product'srsspecVre anchor sdladub dell bedasigrxed fa on a sbAwocilicbask by a ragigarod
<br />pmtssiww sn0 .. .
<br />AN eanponwws which are pernrnan6y Installed shaf be protected against corrosion. eo6amN+ma1, and
<br />dha such den Bp at of INS
<br />This product has been designed for me within and oubkt ow HI01I Velocity Himmare Zone MM.
<br />Respectfully.
<br />27
<br />•' .
<br />Frank Bmnardo. PE
<br />EllG902111116
<br />MPE0046549 ) Cen Awh. 9995
<br />160 SW 12•" AVENUE SUITE 106, DEfamma, BEACH, FLORIDA 33442
<br />(954) 354-0660 1(865) 396-9999
<br />TEANeENGtNEERINGEX►RESS.Com
<br />ENGINEERING EXPRITCOM
<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL Ct'l
<br />INTO POURED CONCRETE. CONCRETE BLQCK AND WOOD STRUCTURES
<br />t 4v TAPCON
<br />Ir
<br />t(iy
<br />^ _ • ;y-''r � teal' NE7k HFJIO
<br />1/4-0 TAPOON tD[ l4at• NEE Wm 1EK W000 lFAOfR �
<br />'.4
<br />ANCHOR1Y 0.157' • ,1 EDGE OF j/4' fRCEI gEOkRRF'0 k �
<br />SO a,yr FROM
<br />,n• i
<br />{ n
<br />g { �
<br />1/4•►-mP1 --- -1- u nXAr1E�
<br />f r�m.x' _ _ _-..-
<br />R oaaLON _p __. ; 1 ._E
<br />R t MM. R)NN Rql
<br />K
<br />10 c I 3 16Y I POP E%R7Ni0_S`. �_ ; 1 Oro 1
<br />POP
<br />1
<br />N i O tYET
<br />v-0-
<br />UAXxLAf4.�
<br />Q�� PANEL LENGTH • aeL�R1' -+
<br />1 i PANEL LENGTH
<br />Ke, i
<br />M-SLMAM t '• E 1•„_ 1 4'a-2G%Y
<br />T° suss. I 1
<br />To aAss OF V
<br />Ili sox
<br />a S/4'a2oa2 a t• {
<br />a 1
<br />VCCOW-qM
<br />14•w TA/CON ANCIKRt
<br />a72'O.C.
<br />//4'P TI �: , I2'a4- WOOD
<br />ANCMOItIaEgNREO
<br />t.5�1�1y������ ���A�r��narwnyyREOUNIED.
<br />sAEle4.MOUKYmi imfE!
<br />SECTION EZ1
<br />SCALE 3/8-1' SCALE 3/8-1"
<br />N
<br />%
<br />FLORIDA BUILDING CODE Non Mah Valocofty RMrriaWRa zone
<br />Co.
<br /># LAN. PANEL LENGTH 4o.44167 16mm PC 24 CAGE OALVAtMtED STEEL STORM PANEL
<br />i. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN SPV1.L BE 2'-6• ' * t 111R" W.
<br />PRESSURE RATM 4/- 40.0 P.E.f, AND 6•-0' kwWx STATE N/o/mm
<br />PANEL LENGTH. f-•. IL EC0.111C � P , �• EeD
<br />2. FOR NEW WOOD FRAME �: WOOD ,FLORID ..ltl • •EW sea net rit#r
<br />Kzqk�
<br />MEMBERS TO BE SOUTHERN PINE No 2, w/ SPECIFIC Stf�m'�-toed r; ,ae,=nH canoe: tar.) Is s n�tc.14pe.)ala.axty 20-113
<br />DENSITY OF M55 OR EOUAL.. Down W
<br />G ODON/A
<br />IN WOW A' Tat"4r., PL 1R, la O le
<br />ALL AMERICAN SHUTTERS AND CLASS
<br />249a GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />TOP MOUNT
<br />TYPE A6
<br />MqD) -
<br />" w 3;
<br />MAYBE �/
<br />0.
<br />a BOTTOM
<br />/TN TYPICAL VERTICAL MOUNT ELEVATION
<br />1.121 N.T.S ELIVAT10N
<br />to 4WNT Lm"
<br />(COIN ry ry0) (SPAN ABOVE
<br />UCTION)
<br />Sy
<br />g
<br />BOTTOM M
<br />YYk
<br />RE
<br />WOM
<br />(CON. TT
<br />ASIxB}'D)
<br />lid
<br />TOP MOISNT
<br />(mat. TYPE
<br />AS ROYi'IP1
<br />AUNTLU Lt11eX
<br />( ISIMN.eal Oki '
<br />D86TT1bCT10N
<br />:LOCATION MAY VARY
<br />D86TT1bCT10N
<br />:LOCATION MAY VARY
<br />OBSTRUCTION)
<br />PANELSMAY BENOTCHED05 RBQUIREO,
<br />dPT'IONAI.Jy'`2DSfITCH
<br />PRW MST TOUT CONNECTIONS AND
<br />ANCHORS;ARE MO*KdH'SA1IW
<br />BOLTS WITH WAtiHERI:D
<br />wtNGNUTS-fASTENED8
<br />SPANS ABOVE A BELOW OBSTRUCTION.
<br />OV9K.AP5 O PEDSMN (USE
<br />AP PROPRµTE$PAN TABLE)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />(NOTCHED PANEL
<br />- 1 N,T$,
<br />SEVATILLN
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />SAS NOTED IN DESIGN
<br />DESIGN NOTEES: Sa•IEDULES
<br />WITH �TSY4IN W�ITHTHE
<br />H CH
<br />1T6L
<br />M
<br />6O90FTWUALTFOTN BUA11{ NCEO@DAE LESST{U
<br />PRRE CpPAQrr v F$ LtsiEO F FEL•3DN RR ANY
<br />A36 r AS SHO",
<br />GENERAL NOTES:
<br />VISIT CCALD Ld81643
<br />rD
<br />Ma
<br />1'OxlAaArN n-canna-,.a•o,xrrPlrNtNcs
<br />-
<br />I
<br />1.2am, b.094• J-1 2 290• --x
<br />0. Y•al uuX
<br />Irp,1pl 825"
<br />0,094 Imo.- A94• OJ50' UA94" a
<br />ai 0.044r g ,Q§( n4 7.120'I ti 11P, '"m TYP
<br />-8.3 c. �2; L_ 062 ry
<br />lAst7" l93N7• "•O,ti62":. q ,379k] " 1� r0.1i3° IftQ
<br />if 3 1Da 2.� Q 061 250' - 2,000 1- +.� 1,000° I- TYP 2.IlOO" L I If D = b
<br />-r12A20 55 (3
<br />.121" 11380" � 71" FEADER ®•IJ° 119" T HEADER 4Q' ` 1-PAN eLmUREN-Z tq I `_
<br />t
<br />I I I.3:3B0" MAX. .3 g 0.313"1 # f w
<br />e, I.St L5Ni0'�--11.5D0' ll510 I 0. 79�I455" G r40+ 00455• 0.776'-{
<br />12.500' PANEL Oovems -11 •1 I.�� _]` 0) 19B +# 655" 0.350"... 1.007" �' "•
<br />14.B7S° PANELLEN 1 11 m ,^n �'j uxl. To.S I C. 4150' 0.290" OASO' gQ
<br />rYP
<br />u -.1.. r DTMPO" " s.
<br />p,�iltaK 0 15" ,215 O.>t0' BO.S7S .3DS
<br />D.7ts'
<br />�� ®EUCD-E117 Y mlaClt �. "v" mAct � 0'�" yNx 0,95T"
<br />4?7'---"•` rs,lOiYNOIE N/aER
<br />037e E,1.22
<br />k{ R'-.:7 tA't••gk.s 0,190,
<br />a .,
<br />Lac
<br />Dn125''•�
<br />" Hair tiwAt 'F' AI�IE-'iNiA6( 1®f7Ell0EL] � � _ p
<br />1.000• •'Flux ♦VNI 19„':Ht 8 �' a�
<br />� C6KAlAP t II�D'13L��'Ctl,ln ti).8 �� ��I}�
<br />25" MAX. 4" MINX. �CDNIaxC,O•Nf DETAIL
<br />D.i)39' T. 1 rk .>tzaea .2S MAX,
<br />+ tam• rive _aV,A•:.. _
<br />i rsJO-•�;� • � 111 �•AifJYT• tT tut rCFF•rY.il^.'Mrnx W
<br />( 0 tin r B .70I OUT sea xa-r eta a-aac Arc
<br />HN•111101AP1 t14plar RF1'nll DI0STANCE ax•xl A'Y'a Mf(P
<br />Rrn', 4 9 F 1
<br />( ADxt con c 1.00C'
<br />_'q'14`d T•.'GiCcn 'rh ♦WP'.wa.
<br />A H>t-cL. It AJ}i+: i N 12"ITlV i 1.ty/�Va
<br />m :..• Lt si. �g al at. a u,:: i .1_ ur.cxuu - EANEO
<br />i.DOD° A'l= arxx'„ a r' J1MtaLP ..:x raLe •._S�rn.rT.fill
<br />r 4
<br />` E7JERLAP *.^:7,4111 wlew:. 392D"�
<br />b 4 Gl713 't. MAX'' n ellsIH111! a(ual f.11n NM1 I)rlMl
<br />25" MAX YEJNT.s. NSW
<br />.e.7-Wt+ m L.S00' ;v sT:. v!•1aX1aY.lu ra ��
<br />r+w-na-acc. srz. 4'MAX. , MINaJ:•ux.• x!•.
<br />Ib'"6:-c rlxa . - 00P" 1>Y :1�l1A Vt l' 'sea r.•. �'1 to
<br />• cateEA11AN1RE 0$Nl - 0fb .7."� x2Ni., rrb'n.: a JF - � •. gg
<br />Y.wr�IN�ncA F• 1SC I�TIW ROUNT CLCi6UPF 0EfAa F'I�rx.J
<br />J eIEY
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<br />W
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<br />' pµ�,y"�a,•n�e FataKlQ W Met wMl�� N{IraAICt!.' R
<br />eta tYllibW NAY IKR\
<br />3E'P-.�h C;.Tniil_ u_x•. yaux•>t ul ._.c.. �„-.>.e, r.^+iRa:u •r-, �.:.
<br />><�rH" : >< epsN'�rc a . X,.l.o •..=rr:" INIMUM ALLOWABLE SPAN SCHEDULE _
<br />nx. sea-n.vi o• _ I.f's--
<br />ANCHOR SPACING SCHEDULE:
<br />M
<br />aT rcx w". yarn r_,rxit, axone
<br />,•+HrIJ ut, LTOP MOMT • • 34 GAUGE MP'IS, PANEL FASTENERS O 12.5' D.C.
<br />''Ai^ Y::r�r,w - .•.= T+c "t „N - N a i I'x P ,p
<br />3C EWE DlSTANCIE ti M .
<br />ALLOWABLE PANEL SPAN & GLASS } ? " ° 4` .1' " �" -D P T man dame f.•' dp1
<br />.1 =M 1, IMZ el�aN' aaCROt asuMa9 ShclaYYPer jINd1Y TYPEP com YNe1P ra 4�
<br />`` J AYCNOK Reraaa I OI*yye am*Typ cavil IV 1
<br />SEPARATION SCHEDULE: i Nn� Cl C2 ca CA , ➢I C•z c3 C4 cx ca .0 t "` • ' �� W
<br />1
<br />E a cz o c4 c3 C4 EI C2 a
<br />,�•-_ •s u-M' xri *�, IV1' w, 1 24 GAUC PANELS ff ff 2S 2r ff it #r �'}";'9 � 1O.1-z14'alOm 1.5" 3sA"sx.7" 9.9 1.! 76A '2' 6A": 12:!' Ib.O 47 8,1 vA•.T @Itx� 33
<br />a
<br />a
<br />� rro -ram "HaF/'�� • a I..r Wu{ _ �N Mt'NAtYUITRKatI 41 1Z.S 1E.0" IL.S' a0` 1L5" Ifim' -B.2' S.S tr 0' eel• S.S" ■p
<br />a"r'1r`"T'm' , xat w•b_t•.,AJx:N ' ri1- sOXI 2E" 2? 11' i' 11• 33" 1 ✓ '.NV {b'--�i._dS, II4tI WJrFF 41 1iS' idol I&Cr Aw ILLS'. Scam" min RS my- ID.➢•14.r na".
<br />xvaa acc xPDs•f:U--Y A a.•} - '! . < MINIMUM
<br />SriMM PANEL SEPAR411OAIFRaA Td/143 •[ b S;S' 36,0"10.I' ¢ 150" .t" U u.II t O. 9.Y° f.4' g�
<br />•rr:a ;.ra -..t (i E ii 3e' M' Ar K'. 1 46 12.5"7.S 12. 169' 14,T" 6A• 13. 1e.➢" 14.7" 6.O-
<br />(WACC NANO ZONE 4 a EISEN71A1 FACU.ITIES C ' S LLJ,..ra A iLS' art' .AT 3' all, 1aD• s. F $
<br />,• '� w IE Ems"-'°°°� 52 L2.S' 16.0'160' 6.9` i2: 360" 1i1" Sm• 12 1a:D•14.T" &D" "! -
<br />(, n.a r•:�h" - , fF 'F`"". '•� 6666 f. #A' 12.5" 6A" a.l" 2v 125' 16.D' al' b.'`. It u:s• 3a.0'• 34.7• ao• S1.T 160" 14.T' a.➢' 32.5' IaS 14.T'
<br />• • .__ ____... - _ _.. �_ _. . _ . 7RPd. It• 3P 3R ill' 7T 27 Ica' It" 3I• W ? n
<br />p Ural- 1'IPIN, ]X SI.s' SE.Q"10.7'tf.Q' .S 1'C 15.11' 12.9' 13 S' fa-O 31.' .14, 3U2'Qxom. ]3 n4"16.0• lal'12.5' 4"!11" .0' 1.S' Ya 30.a" :s 9 gg AIwe1 2r 2 2r !0' 4e• !P 2P 4S 2r K 3T ff p
<br />Tg aT •."..�. nx.l•>.x ;= 4 3 71 ALLOWABLE INSTALIATIIMUESS INAALLAt10NSGREATER i „ - 6 52 1O atIRACOx *1 12 1 'S D 0' A' .6"_ s� @�
<br />t4 {r 0• v r 31r 0 + Vtw �•t,.'k.::a.c, w000aexFw u 12.s' ' 34.3• E1" 32.s S6m a.r' a.b• 32.5• is o• W.
<br />I Tnw lo' AuovE GRADE THAN 3O' ANIOVE GR110E N lz s u• La.9•' 11 u ' Ie P' Lis 9. " izS is.
<br />S1A" B. - N>e
<br />pp L, sPAN Nmial DD' ,W ]? (y'..1 49 L7.5" ' Sze 7.0` 12,5 160 3i8' SS• iLS' SE.O• 9.6' s,6"
<br />x']7 :/r t7?`;+T3C- [ 41.W.E4E„�.TL�. by ( I IN N" 1N P 713 I {wy�P !2 1. $.d'13e' :S' 140y, 13.9" AS' .5 10. 1 R. - y-.wTtLtLtLt M► 32 i1.S' %W il_t" 0.4• my. 1,60, 9.51 !E• 12 S' 25.t• e.IM I.e. N 0� fTPx�-ra,r _u .l - ^ i2 -
<br />ybaxi _ faW - • 3S 1 ,S'' " IL.r' 1i.5 M 0' 13.e" A3 1L!" 4 0' 11.a" .a.5' C 7 tI 5" 0" 95" 5.6" 1 S 16 0' 9.6" 12.5' :0°
<br />!' 'IP t i0. a - '/-!a 130DM fA6M _ 7.76M ii. IJa'rI/IC FARHi 1M ti.Y' '10.t1"36.0'.'. iL3 Lyar'iST'134' 127" st0 44d"'11.9" y9•x1-3N•WxltD ff 1 1�
<br />a C tR
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<br />�._� -- _ -- - ' CDADInrNS ll TOP OK NOTION, LENSTM IM"M"OR aana) IN 14ett ABOVE wf MI V tNNu.LL +a..x1.G, 43 S3.T' iE• •16.0' e't'.1 .! TAaCAn •EPAa• 41 18,Nr'-13.2" S.S .0' 9:1•'. ]2.F'
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<br />606 A,
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<br />12: 16.0 91" 12. BA^ 9.1
<br />•a•xr^ �NI a".n � T • - d J _ )I�C ®yyt. 6,0, Als"SP4" T�IMma� $2 12,5' Sfi.O"Sn5' 12.5 16;0" Ai" 12.4' t6.0' Rl
<br />' x:u• • '" .':ri .:y]r S' ED
<br />„{. •/50 _ L�1-Din 6D_b in 2_S_6M 1 saX GwHNftLalWxeD wA YL1IWtadrr Notarta to YAMc aaovE MEt SLOE [tONMEiutaOi .. T; '•Y�• iZ.S• .•• S'.I ,6'%SL O" 72 115' ib.0' 9.1" 12:5 ia.A' Y.1" 31. a" 1E.O•.y.1•.
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<br />ap9n - 253M_� FASTDwtSYt2s ON s.1S•o.c pr.r-r'-=.Fyn 41 iLr• a' 36A" itm- 1,S'.ia,0"Sit'"1 12.5' t:0'iS 6"11.3" AH Pc➢xihRMnY 41 x S` 16.0' Y9" Ar iz.S' a5" a.a^ 4.r nzr u.4'4.s•• 6.
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<br />�lmgq FqJ ally' fi-SKI• HNETD 33 6.25' Sar,
<br />9aeaT ` � � � p � y� 270 M 613 Rt 2961n � � •n', ti � IS 4a 6.85' x.i• i"&^ ®GE-D�7AN� ANCHOR NOTES • � 1:
<br />aT"w'tc,•n,r r �taa _ aFc • a r w �c •-n W Yr _ i iiY '
<br />F:r',.rl - F wnl, uli NAFNI n-a.unr '; n) I 'vrrn coca_ H _•u:'t r `. ^ n la Dort ul lP,unx u 6.29 n3^ XsJJ,,
<br />r DRUG cl_.- = 1RL� %r ._ n �t` r� .e •x ,4TWrllryu:: tar• s2 Las'• nS' _
<br />1'44
<br />a WALL ReIln SECTION 111' ►a w'. I•gAln', Y'YFGVres Ye•', ON 1. MY •srlar•aT7- 1�I 91 T
<br />mr N1Y V.te.+rY.Y�U, ':w,•: :.,Ll.VxL1LC, HD,IVI'. W61xE1J✓•,',.x Ml_•tL d SPAN SCHEDULE NOTES: 72 L ANCHOLOODEANCHORS LING. PRDONUMALLOWABUSMNN,MDPRMSVP AND � M,j( }a
<br />MAXIMUM CHEOUABSE ANCHOR BWIaNG, MAX)MUM ALLOWABLE SINS AM4 PRESSURES' WDIGATED U
<br />a 3 .zan -•:5 w P• p ? t• - 32. IA:. a-s' 6.z 63s' sn.7°e a.! cos• 1N SPAN SL11H7ULE SLUk1APPLY. HH
<br />LL Vd 4. .rr' IV ,AI B r 211 i4 1 L HFTHL SPAN RTIEWLPS WffFI NEGATIVE user nwa tasaatLxa 73g ti IIFRNI III rRAF:Ga 41 i1.?` 13,T' n2!' .3" B.sl" #" GV7 ,a-d�_ r c rYi �x c. DESIGN LOAD S PANTY FASTMM SPAC04 TO rapes INTMIOn y {- 2 dVTERAN131gm SC1f®IILE F1A9EOON PANEL FASTENER SPARKS, TH€ EXSSt3NG STRUCTURE
<br />`C:-: W 4 G ER- w r C . w M�Nmaal 40 412i' 1 r'
<br />,Ty�_,8.1R,' .a5_t-xlrl.0 .lt Irw. Hav weer .: I"' DETERMINE MAXTNUM ALLOWABLE STORM PANEL C b2 4.25']0.5'• 6. aa" n23' 9.5' MATER)AL,aArCHOR TYPE. SELECT D�GN WAD GREATER THANOR LTONEGATIVE DESIGN
<br />�*': �'Nr. SPAN. SCHEDULE 1S ACCEPTABLE FOR USE xartN AAIMnfr W 10 . � UOM ON SHUTTER ANO SELECT SPAN GArATEA THAN OR EQUAL TO SHV SPA'I.SEIEi:r -fir
<br />a+Yx;ml•'Atk V •-xn, R.' - ??N44� 72 35' ?48' 'Y IS' Y' N�5E ! $ v
<br />& rrmrxxtn,.A•"a. A e. FOEITIIIE LOA05 LESS THAN aI EQUAL TO Q m yrr I -Or w011, 13 u.s' a'-7:! t:a• Izl i;w" s.r1, 62s• tz D' p.e° t.s" SHEE7N 2nFp 73ENIYFLCADTIOFI OF �NNEL(10797YPE)• TT kaEE MOUNTING DEFAIL50N iQ•
<br />i a ql-ox a 'an -sre.Er s'Ki.nE Q NE6ATryE DESIGN LOADS.
<br />w�+.e_+w.l "e •c uti•.t..y .y. K, 20. VS.5 SIVIOULa Sara 1 iTIN 5.4 TAPm 41 121' LW' 6-0 se• 4,1 10 a" 4:Y` 4A" a25" 107 1:' 4.0" !. 'PRfELFA4T!°NERfi"ARE SR)OS USED IN GONlUNC770N WITH ALL M0UNTING-EXTRUSIONS
<br />c1r- Ir a.nL c! s.aa IsY1 0 •'*-•a.N w J 2. *PANEL FASTENERS" ARE STUDS U� IN roRl,lat sgear Mw N-OIA case - J O
<br />r'"c'J'ro•e•"' x a•auL :lea:` 1r>'rl a �1 CON2UNCTION WITH ALL MOUNTING EXTRUSIONS xW Wuyr4wa.i.aeo wNyOMVr S S' b .1ZS` 123's.l• S.O' a s T 1" 4:C' 4z3" tOY 4:i" sm" ('p'-TRACIL. STUDDED ANGIF, ETC) II6E 6.i5`D.0 PANELPA5TENER$FACING TABLE VAW�F04 ,J
<br />j tar �axz SC (•F"-TRALII. SiUbpED ANGLE, ETC.).. USE 63Y ,V, INSIDE PAR a r d�-..�+...._ 52 6: S' 32 3' 4.7• i ' a,25 30 7' 4. .0" 6.25' 0.7' M]" 4.0' ALL'°H' • AND'U'•H1DER5 (INCl11DING OUYLDOyT COf•!IL')fON) Q
<br />3i c•_ ,1 - ■ ALL PANEL. D*UI ER SPACINGTAaLEYALUES FOR N4•Nx-ryyE''FaN-ITN' 33 .12.5' 1aG'i4i' 7191' 12.! ie.s" II.In 34' ss.a" 4i" 4a'I S. MOIk,(iW 91(%,Tl F1R5T STRUCTURE SNA.U'Ci1NFORM TO AyiM.. C9p R(ILgL1t, M TT
<br />ALL'H"- AF�'U"•'NEADERS (INCLUbtNG aU3W OUT : t'
<br />CONDITIONS), S NLFOVRSSOLM SET 41 12;5' SI,O" 1 A'1 1 .5^ 7e " 7.9" 6:1.' 1 �!" 6.'7" 6. wam.N E9dfl;DMENy SFULL BE A9 NOTHi7N ANCFgR SICl11EDULE.
<br />N P _ 7ciw 3. LIN[AR IN'fBLPOLAYgM BETWEEN LOADS !S �' .F"T tg 12+5' 1&tl' A? T.s" 1 ;5 360" 7:7" ar2" 12.5" 6.D' 9,)" $2, 7 Mv'OMUM �1aEDMEF•IT AND EDGE 1857ANCE �TCIUD� SEf1EW, tY1RM, aRtCK, AND OTHER WALL
<br />- yy!�•1n R''7o a 1`NapgNr b[A!W
<br />f1.i, ACCEPTABLE. OTHERWISE USE NIXf NIGhIBI LOAD. ww wit 0 t2w0. y F 3IG 32 12:5' Tad" s9' &1. LE:S lso, 21" 42" IZT'mv. %.a. 7.7` 6 " PINSHES WALL TRANSFER
<br />L ADS T HE HOST STRUCTURE
<br />1f4' NAIb'raR SHALL RE VERIFIED BY COT7114i5 TO CD
<br />p fl O+-T:tS+vA`. wlNdWm saY, o�c • Ix 12.5' Tall" ].a' a2" 2.i 1!0 Y,3u n7u. 1P.S" 1a.0" 7,7' a.7„ AI QUATELY CONCI7RAN6 i LOADS D H06TSTRULTIME-
<br />Y D !r l +TON NouNt _ 4, a 1 $, CONCRETE ANE210P5 NOTED HSD1R SHALL BE EM%DOI� T4 UN{RACKI:O WNQ>FTE E ELD
<br />GLASS SEPARATION NOTES: I Ear. seoam.DattT,rt ��;!� E 1/ u+"ENS➢ 3 i2.s' 1a.a D4 F,s' 62! i # f.4" 4i' n2r a ae" aa^
<br />oAtlnl ! U uFrrNI MaFIIIA,F 4I 12 13.4'• i2• 4e' ;• # 2.5" .. G 93" i 3:3" 4, WHERE EXIS111tG STRICTURE 15 V100DFRAAaN6, Ex15T)RS OONOITIONS MAY VpiK', fiElD ¢E! V!
<br />r F371 it R.2 • ) MINIMUM ALLOWABLE SE►ULE WITH
<br />FROM THE DEEM TD I PROTECTED. y YER7R' TFU7)41SrEMERS ARE 1NTOAD@(IUATE ylOOD TIUMIN6 MEMBERS, NOi R:TWOOD. PASTefwO
<br />xasex;( . :.,,w, =E ao ..Orr•, 1� HITER$PAN SCHEDULE WIM POSITIVE DE9Wa LOAD TO DETERMINEIJLN f. 'ill, 4' 41•-b.2a L. `V
<br />TOPLYWOOD TS AIXSPfAAIF ONLY FOR SIDE CLOSURE Prmzs. yy
<br />04 A Pa. , ••4: A ►OfiON MOVNf net 6.75' ]O.L• bl• 8,9'' 8.15' 4. "-3.6" - tL1a 9.1" 35' 3,9" R
<br />M .Fr^al. 1,,,,44f 10. WHEREAIICNOPSFASTENTOIYANROtYFACEOFSTUDERA4tr76,�ASTL'PERSHALL�ELOCATEDIN
<br />,rP:Iht YSP.rI u, mr�•aP'!... M
<br />2. SCHEDULE 1S RtiQUIRED itIn USE WITH /,06iTNE LOADS O/LY. hit 72 a2s• 9,z• #3• 11• nzS' s:•2" '9.2- Ms- 3.3"
<br />texlo8ala �:?TT:'T IOIfDH nOVrt AEpa g;Q CENTEROF NIX.tlNAL 2'X4•{ADN.)WOOD STUD(y§•EDGE D151ANCE13 ACCEPTMLE EO0. WOOD
<br />' b r j a_3 ri• -'rr,A lmO+1� ►aATION eETtNEHI IOlID6 l5 ACCEPrABIE, OTHERWISE USE NEXT M30xrWL ICrIII, ! ! E. 6a a ;t PRPAIDIG): W000 6TU DSHULLBE "SOUTHEAN-P{NE" G.It OR CREATE{1 DENSSTY, LAG SDR®A' 4 L
<br />�.'ni:• ivla. 11L1R5 r_S xaGs i S14ALL HAVE PHILIIPS PAN HEAD OR HEX HEAD, K IL'14
<br />�s -v C v [", 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL Lt. REMN7VASLE ANO10R5 ARE. DewALT PANELAWTE, ALL.P mm SCLII7w a 9RASB aueH@IG,
<br />4-•Trl - s•+ - FACILTM IN ASTM WOW PONES I THROUGH 3. THE GLASS SEPARATION r, Ca+N iM crag Ar IX MAOCNESCM SMALL NAVE 1 j ' MINIMUM ENGAfiL"FW OF WWDE INTO THE BASE
<br />SCHEDULE IS NOT REWIRED AND NO MINIMUM SEPARATTON FROM THE ItrEcu
<br />_ iso�'>V'iioJ.,�Pi: �'^tlr :t rA..-rar :.a cone irvxr_. M.�y+r.xr axtSnNG t'vxrneat. 5PAONw6 or taYF tee (SIOEiVALK SOLT)U. N.O. LU
<br />a rT I I NTN'1M'w ,Y-'f er..Y•T NJ its-31543 OPENING ED• NaLOw iOEa DP VALUE OMN IM 4qq„ 20-31543
<br />ANCHOR ANO FUY He1VE ElTF1ER APAN'HEAtO, Td156 HEAD, OR WAFER HaAD zu^3is
<br />13, Mlf•DMyM5NbeDMWTANDEDGEDI T1 EXCLUDES BTUCCOOROFHERWALLFINLSHES, c
<br />WIND PaArr[Nri BTAQN6TY1f, 1 PICx• G
<br />cam,•.-n•,, r•,. 'D 'I S. 01oz iAOU MOUNTING
<br />CONDITIONS WHICH ARE NOT aCCEPraeLF {jsES. _
<br />IS. OARm MOUNTING N mO T pep
<br />n OPmltaxONaOrmMamU9E D=ga THIS
<br />ISNEAR SNTERPOUIT3ON 6 NOT f�IMTRf� fflR USE WITH THE AHQIDR SGHEUl11S LLBTHIWN
<br />C1.61t I�IYI]Yrr •
<br />• e.>c�� � �,�__� :� � . 6 s OPTIONAL EGRESS PANEL DETAIL 'S Y
<br />a cry. Nax .x:aar �- Cp (iOPTIONAL INTERIOR FASTENING DETAIL INTFRIORFASTENING
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<br />Act •Y IfKEANNIJ ROlel %H:I_ION
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<br />SHEET NO.
<br />IrNfll 1.5.
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