|
_ _ _ 1 I I 11111 ,I 1 I 1 I -- - - --- ' _ I I ill I ll L T :. pN l
<br />pLyW%MUM A.S.D.
<br />Maw F,p�y�
<br />eeNWUTO
<br />TO
<br />RATa70P ptf.
<br />{SEE S4
<br />,�
<br />CgVMTmN
<br />+BB.D, -133
<br />70' OR LESS
<br />2 B/1 a`
<br />HALT@ •
<br />,'. Y, 3•. 1'w,.
<br />2'W 8 3'W
<br />+$8.4. -75.3
<br />70' OR LESS
<br />2 7f8"
<br />BOLTED "
<br />1' • +'W
<br />-6-"►
<br />N
<br />a)
<br />En C0 N .a_..
<br />> r- U
<br />N 0 -i _0
<br />CU Q 0 0
<br />C co -0 n-
<br />YAXIYUY A.S.D_ DESIGN PRESSURE RATING A.t.) AND
<br />U a
<br />CORRESPONDING YAXiYUY PANEL LENGTH "L" •TINILY A e.n. DESIGN PRESSURE • 11 F a 1 • arnv u1 eUL1 MAXIMUM G" TIN fjk.s.fa) AND CORRESPDNQIHQ MXIMUY ANCHOR a) -0 V � a
<br />V
<br />OR _FINES ODD/2 E-Z HANG STORM PANEL _.
<br />/iryi R
<br />_I - E. D. - OmE t O
<br />SPACING SCHEDULE c L ua nsrrr aro - _PACL_G _._DLL FOR INSTA�ATKA._ L!RD CON___._ t CONCRETE RL{�,,,�„aUCTIRESd C � � "L
<br />(VAUD ONLY FOR PANEL WALAMM AS PER SECTIONS V THRCI 4' SHEET 241
<br />Ai1D ONLY R-At1b15 AS PER SECTIONS i• iHRU 4'. SM • ?4,
<br />OL-SI�.�GR-ANTI TdtU - - ET3� u Q = Q
<br />O
<br />Ca �O Co 4- >
<br />TO To CON"w" BLOCK .� -0 E >O
<br />CU s_ � i
<br />BOLTED W/ , 4"m-2aM3 4• S.S M,S. k VANDNUT AT OVERfM k 4ON OF PANEL VJ47H
<br />Co
<br />NLEA8URE0 OF PANEL. /Im1 �i �/�'i r1
<br />irE .� vJ L`i
<br />* UNITED TO 68.0 P.P. A.S.D. DESIGN PRESSURE RATING. ,
<br />I F7i
<br />�• REQUIRES Mu. DISTANCE BETWEEN BOTTOM OF PANEL I
<br />Alm fl0 9E 1/Y 1�"
<br />11 ,-I C,
<br />Maw
<br />kT
<br />•}•.(- REQUIRES MEx, DISTANCE: BETWEEN WrTON OF PANEL
<br />AND W 10 m alle- /18'{MAT,
<br />�S` oPuA NT1 H4o9i
<br />a CEP Qj ayk
<br />�3�'GENSF'J� Ts' FLORIDA BUILDING CODE M h VelocityNO cone Zone}
<br />No. * ' mom• 2O GAGE (1ALYAN)ZEO STEEL STORK PANELIRWIN " fr
<br />#: it * r _
<br />i ill S TE irc� _ BAT. PROTECTION PRODUCTS. I.I.C. et
<br />Oq ..14 RID... IL:+. Ci 1Na, uDa sw. st
<br />. F �. 1 LLtf • a DM1C n aafA T
<br />'iyrb , Npl@ierg stl. aew Ai r aiA F,pwA alms A A alas as r dBs+fsiA FAY ivm+)aas-Imv Zaw+ew Fes.
<br />VA : 1sNT m-,mo
<br />f11H DA-ww,a ,w.
<br />P,E SF.N1'MGILiT4Milo E A 'w„ ex t N . - - MIIET xe aF Bd
<br />I - __ - - I - I I I w
<br /> mi
<br />YAYI W A.S.D. DESIGN PRESSURE RATING (pi6f.)'.. AND C-O?RESMDING 1/4. 3/4, 4/5, 5/5 3 6/5
<br />MAXIMUM SIN��PA_yEt (- LENGTH -L' SCHEDULE ONLY FOR REGULAR STORY ANCHORS 2/4 SCHEDULE ON 1 W/6, 2W/e, 3W/7 & 4W/7
<br />PANELS INSTA_I CATION INTQ POURED CONCRETI y CONCRETE BLOCK WOOD (t) 3' � (s q 1 l l) w - J' MAX
<br />-
<br />-I' P jy EleeatoawE�t AT EACHL' MIN. 1' MtH,-' \.
<br />AT we OR RfftTDY END mm 71t m EL_ f1. d3 a Q .GH D.M.,(j), lam), 4 , C"
<br />�.T. ,- _r_ _.�- ,.-. T T..1 _. - - -T- -I_.T .
<br />r7 I"T r T T r r i I r I r r
<br />ypTy,Tuctlsjj OR (s1 # aRECT Ma)taNTED AT EACH END* ��//A�^E.�,�t
<br />1,/r tC�' QF:! r
<br />"
<br />Ir In .
<br />- I' 1 > IiA
<br />!s -IIIIIT� Ij �s. w "Q
<br />i)NSOLTED PANELS - LTOLIM PANELS W/ tj4m-200- � cc m u
<br />(SEE SECTIONS AS .5. MS. 80L7 w/ Q� a ea, avmuiP -,o
<br />EO G
<br />1 (SEE SECTIONS AS -i. C
<br />LL
<br />CL
<br />-1-1- l ll <_ 1__ 1_ ..�� __ - - _ L_1.1�.
<br />/f- a �c to
<br />- _ if L. -' f - -- - - ... _. -- -T- Q
<br />/ T --- F N
<br />{ I
<br />Ia ,~
<br />{ 1 >: -�':
<br />o
<br />D.M., 3�).(F' - ` , - --I-a - - )- - p - -
<br />p IL i �a 3 3 e>_e
<br />or®4 _.�, 1 4 34 45 55&65I � aA cW..1 w
<br />2/4 / , / , / , / / � c
<br />�W/C 2w/s, 3W/7 It 4W/7 m
<br />-- p C�±AWN{C�Ntl�RSp.{SEE�•G�L•kiE7Np;14�Etta# SHEETS�"A, ttDr'k�,'i1}�---.._.._._,I_L,_.....' ,�
<br />tao,�lZi£ FImCY +.-XL��S PANdat.11Llnrlr��AT14i f fA•_#dml. DAP O
<br />2.BaY N.T.S. ..1('`'' Q v
<br />{NHL Ou478AP -1 *= WwIEY) {I
<br />0
<br />-
<br />i 1
<br />MINIMUM SEPARATKN TO MAW SCHEDULE M47C 4CwiP
<br />PANEL LENGTH WIND SPEED ,C 170 m;,_h WIND SPEED > 170 m.P.h � F I SECTION A -A
<br />\l HTS
<br />(in) UNRESTRAINED RESTRAINED LAe MNEG RESTRAIN®
<br />iWTES:
<br />30 OR LESS I. 1' 9" 8 t/+• D(,) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE AS0. pEW9F1 LOAD.
<br />L-: VAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE AS,O, OEM LOAD.
<br />>33 TO 9O 1• 1' 7 ,f2' 7 1/Y (2) PROCEDURE TO DEIERMNE MAN" PANEL LET4M
<br />GNEN A POSITIVE AS.O. DESIGN LOAD, DETERMNE. MAXgItI,t PANEL LENGTH'L+' FROM SCNEDIILE.
<br />>86 TO 145 t` 1" 7 1 7 1/Y GIVEN A NEGATIVE A.S.D. DESIGN LOAD, OEiEIaaNE YA)pMLIA PMRL LENGTH 'L-' INN SCHEDULE
<br />fXaV. IwJO#AM ALLOWA&E PAN0. tENDTH 15 LnIrIW TO THE (yN.�.PANEL LENGTH
<br />.. sot I.
<br />1" - 7 1/2" IIETWEIN Y+` Me i,-:
<br />(3} SEE SCHEDULE BELOW FOR PAN. PANEL LENGTH FOR POROSITY 9W FLCAi OAL
<br />MINUM PANE , NO,t INSTALLATIONS INTO WOOD ARE LAMREQ TO 3 95 P•SA MAX AM DESIGN PRESSURE RATING
<br />Mi 0, 10 a 11 FOR MAX, .-A DESIGN LONG Is VAX PAN0. LENCTHS.fOR .. *L 1W
<br />O SPACER M USED.
<br />`' , '•,� s FLORIDA BUILDING CODE Nan High Veloc NMrricone ZOns)
<br />' 44) �� a ° ram' 24 GAGE GALVANIZED STEEL STORM PANEL In, * * c ����
<br />TATE OF * MIL EI C O INC. PROTECTION PRODUCTS, LLC. °"g0„£/'"'°
<br />O�, "• 0 P • Ieoa s.w. et s1R¢Y
<br />�'FJe RID ,.�alE �2 x" 7tlA t r amO wwn wsw a a+,w XME R sssu 20-175
<br />�,14Sl NA-_ ww.. `b0, -s'te ^.. m R >� wr. (�+..�. .N
<br />neAeMa itr
<br />_. A PEV.iERaARoA iNt6 sa n-,R mm 3 v to
<br />�g
<br />W
<br />O
<br />U
<br />O
<br />^^L
<br />L.L
<br />V a)
<br />Cn
<br />LLJ
<br />Q
<br />Z
<br />4
<br />J
<br />SHEET NIT,
<br />.i 5 SH 10
<br />�n>MPONENTS FOR REGUI,�►R LIFE SAFETY
<br />(EFFECTIDAY THICK a - VAG
<br />VE W1DTN)-----�- _I- jor
<br />IIL 1 L_ i in INSTALLAT19N DETAILS EQR REGULAR PANEL
<br />Cn
<br />T
<br />E(D (D
<br />oa =3 CIO
<br />SCHEDULE I I CD
<br />bom
<br />CEILING A!fi,�MOUN31NG BUILOM ,JOINTING D
<br />AiW SCAM j II 11 11 Ill I ] I wn " 7, 4�1,,,]
<br />-4 -.V-
<br />11 VAX MAY IT ON SHEET I I D
<br />LI ! � I CONCRETE Iff w
<br />if
<br />gam Ammcr am .01-II14=0 L
<br />r65.0 o
<br />I9XISnevi WOW _� 11 T
<br />L- - - _t__ iv] I 11 i 0 L
<br />LI ] L
<br />i IIT
<br />LALTERNATIVE 4"W L
<br />LORNIM 19 AM WPAW DAM POURED Ity L
<br />rSCHEDULE 11 L r s � MnN LENGTH 1. r
<br />ANCHORS
<br />NIAXB,iUM
<br />A.S.D. IJESfGN
<br />� n5�•
<br />.if.
<br />NWWtAI ANdYR€'�AL�Ii FOR E. D. >• 3 1/2' »
<br />APP1a,NR.E ro
<br />� � k
<br />� � TKEM�
<br />M191/[el PARR
<br />LENpM 1' (h)
<br />1N'+Cde9
<br />CALK -RI
<br />PMEtfL11i fTW+E m
<br />F'ANEWA7E P[1S
<br />TO CDNGAitE
<br />id CaFKafEtE
<br />TD CCNf91ifE
<br />TD CSDkC�iE
<br />12'
<br />NfA
<br />72'
<br />N/A
<br />12"
<br />N/A
<br />12"
<br />Nld
<br />1' k 2' {FOE')
<br />it"
<br />3'*
<br />70"
<br />3".
<br />5"
<br />4'
<br />g`
<br />#•
<br />1' tiOTTDM)+
<br />12'
<br />3'
<br />12'
<br />5"
<br />B'
<br />8'
<br />8•
<br />g'
<br />1 .BOTTOM}++
<br />$$A, -75.3
<br />N A
<br />/
<br />N A
<br />/
<br />N A
<br />/
<br />N A
<br />/
<br />Nfk
<br />N/A
<br />12 1`
<br />/2
<br />tT'
<br />2' (OQTTOM}
<br />70" OR LESS
<br />7"
<br />NfA
<br />8 t/2'
<br />N/X
<br /># 1f2"
<br />NfA
<br /># Tf2'
<br />NfA
<br />3' {TOP)
<br />12'
<br />N/A
<br />f2`
<br />N/A
<br />-
<br />8 1/2'
<br />N/A
<br />9 t/2`
<br />N/A
<br />3" (BOTTOM)
<br />t2'
<br />NIA
<br />Y2"
<br />N/A
<br />,2'
<br />N/A
<br />i2"
<br />NjA
<br />4' (TOP)
<br />72`
<br />6"
<br />- ,2'
<br />9 1/2'
<br />72"
<br />1i'
<br />ta`
<br />tt'
<br />4• {80T7DAI)
<br />A SEE SNEE[ Ye FOR ANCHORS TYPE k SPACING FDR PIS7AIJA710N5 aitD wobD
<br />FMAE 9leLW10.
<br />LlNnitW ItiCHOR SPALTlK.£ AND NaflYUll EDGE OSTANCE A� emmwiED DN 1i85
<br />5f]sDULE FOR E0. LL55 TeMN MOId'ATFD QN SGRaCtE �DtICE AYClER 9aN'Ri0
<br />9i MULi1PLY1NG SPyCN6 SIIOWI/ ON SCRIiOtAE BY 7i[ F FACTORS. FOR OLlawmlG
<br />1185 bPOWLf1011 TO BC P09SL81L RIDUGen 9PACHC. GRINNED IiSUG FACTQR
<br />NOT K 1E55 TOW MNMIRA SPM,WG NIACAfEO i'OR FJist ANCHOR TYPE AT
<br />ATK7e0R5 L[OEND.
<br />A11� Ti1�
<br />T fi'P
<br />1/i s
<br />,/1"f
<br />1/41
<br />TAPM711
<br />CILIt-Ri
<br />YA ArgMAI l41Ctl1a Qa•i
<br />3
<br />3
<br />)
<br />; i/x
<br />iweINRAAYE Cawwtl (Ma
<br />J
<br />3..
<br />a
<br />3
<br />tAmNW anr.t. awM,. O.)
<br />s
<br />s ,lx
<br />a t!x
<br />a
<br />AOIINR ►A
<br />fA0lall
<br />r
<br />iDo
<br />-
<br />tm
<br />.as
<br />& E-Z HANG STORM
<br />PANEL SYSTEMS
<br />(SCALE 1/2w 1'�
<br />--Ts., 2S' (TOTAL WmTH}----_
<br />-----.2.ta7'-----
<br />TY.50P'
<br />IN�TATiON _DETAILS �.Q��D�LInA.�P EL
<br />INTO POURED GO�GR � 4B CONCRETE BLOCK STRUCTURES
<br />AL/FANAIE CONCRETE
<br />^�ANCHORS LOCATION
<br />CONCRETE ANCHORS lSEE SCNEDUlIE Cal E%15TtNG POiJ�O i;OFtCR€S�_„-_,
<br />SHEETS 9 THRWGN 10 OR CONCR£)E 8lOCK SHEE15 9 THROUGH TO) OR l'X)NCRETf EiQC1C I
<br />REWIRED.
<br />�WaLED.
<br />�'
<br />EXISTING PWRp, i� � CONCRETE ANCHORS
<br />F -
<br />�N`TO E�.d,�T�N� '�+000 ST,�UcTURES
<br />tf4'f lAC SCREWS a e' D.G. W/
<br />! 7/2' Nnn. iNPFAOFD PL'NETPAtKat f.
<br />,/+'F (A4 SCRE,WS O e' D.C. Wf Tb E%WfNb WOOD 1LL'MER. � / 21.4� WOOD (PINT
<br />_
<br />t riz• w.. TNREADLD PENEiiOITWN oR i/`� ritRFAntan:YPENE�tRAi�l
<br />ro EXISTtN1Y wao0 HE
<br />AIAXIA1UDd PANEL LENGTH
<br />MA%WUM 0.S.D.
<br />RRESSU� NRA,Taai
<br />CCNCTtF'TE @ WbOD
<br />e1STMLA,UONS 'I'
<br />tad
<br />I2'-O'
<br />aY_d•
<br />2s.a
<br />f2=p•
<br />rr=.e'
<br />Sao
<br />rr•-a•
<br />ro•-g'
<br />4ao
<br />ra=r•
<br />g•-.-
<br />R-a
<br />8`-6'
<br />a'�9'
<br />sae
<br />g•-1"
<br />a'-s-
<br />6a0
<br />9=S"
<br />Y-7'
<br />Taa
<br />>•-a'
<br />Y-o•
<br />�
<br />r-s'
<br />a•-Lo'
<br />xAd
<br />T-P"
<br />C-Y
<br />gad
<br />a =g"
<br />a' Y
<br />F4ad
<br />a=a"
<br />5'-t a'
<br />faxo
<br />a'-3•
<br />a'-g-
<br />rroa
<br />-
<br />s=Y
<br />rr5.a
<br />5'-a'
<br />7 Tga
<br />b'-0'
<br />NA)()NUtd PANEL LENGTH
<br />MAXWW A:5,0•
<br />PRES'fi lRE7fA4a/G
<br />CONCRETE k W090
<br />I'LSTALLARbNs ' f
<br />tad
<br />r#•-4•
<br />r3,_d•
<br />�aa
<br />rs-ra"
<br />rr'-Y
<br />3aa
<br />er'•-t'
<br />ro=T'
<br />ao
<br />ra=
<br />7DP
<br />MpUN
<br />HEADER
<br />FIEAtSER
<br />T STUD "
<br />ANGLE
<br />TRACK
<br />ANalt N
<br />i �t11T
<br />DIRECT MOU)iT
<br />16"
<br />32"
<br />32'
<br />35•
<br />aS`
<br />5D"
<br />ad"
<br />4
<br />i.6`Xt.S` STUfd ANGLE
<br />35'
<br />32'
<br />32'
<br />32`
<br />A2"..
<br />38'
<br />39'
<br />b
<br />R' TRACK
<br />55^
<br />32'
<br />32'
<br />42"
<br />81'
<br />80"
<br />SO'
<br />1
<br />W 1imE a.fFEs '"�
<br />SO'
<br />Sa•
<br />32•
<br />36'
<br />80'
<br />Sa•
<br />58"
<br />1
<br />50"
<br />3Z'
<br />32'
<br />3H'
<br />W'
<br />SC
<br />58'
<br />INTO. WOOD STRUCTURES
<br />�{Ati ) 1 � i 1 1. SEPMATION 1 -
<br />`*�yy O �� WOOD ANCHORS } �. �-.. TO GLASS. - _. �
<br />�Y (SEE SC1lEDUli ON �' ij 7{+ti-xmrl• L (SEE SCi#DULE I t!+'m-xmr,' 1
<br />(---'� tqa eats L ON SHEET 3) i 5s� is w t
<br />/ Sl1EEi 71) t
<br />- #
<br />, v!� T 1 � �-# -i PMffC LET•1CTH
<br />WOOD t` 1 �
<br />��
<br />WODO ANCHORS � 1J 1 t
<br />Ili \
<br />I O�SHEEi 1J�FOA
<br />�` � t I SHEET ti � QI I §
<br />SPAP2:R EIS
<br />II: i Q�i• i
<br />� i
<br />f--LEf1GT1{ MAX.
<br />f f '�- �Y •r i _..-..�._.____`--'} REQUIR@ -' tit I EQ __ 1 I I
<br />�t� � Mtn. % A&t, § �. 1 i
<br />1 t i ___- I I
<br />tt ttfl j-�/i,i MAIL. LONQ ALtR.aNUM SPAGER5�0. 1g tf2'
<br />` � i 4 ,'` ! I '� ': �k 6 { ,��1 O.C. TAB(.E ON SHEET t,.)
<br />1 } { (SEE /f
<br />1 MTn +i i f � � � I � � t S SEE NOTE »BELOW FOR L6MTTATKStiS TOR
<br />i
<br />t" F 1 I�y".:( } S � Ii L , f2• .LONG ST.EE1/ES.
<br />TKO CN j PANEL LE'1N,it(
<br />{,,_ PANfI. T;ENGTN ``
<br />f (SEE SCHEDULE. 1 (SEE SCttF1)ULE i I (SEE SCNLIfWLE 1_..-PANEL HATE FH/M.E IS OR PAN0. MAlE
<br />dd SHEET 3) i ,!.•s-2a.,• ON SHEET 3) L � ".y_,Fv- ..: .. -.. _ DN SHEET 3s "` I j I FM.US (sff 5CF(EUULE oN a"iiEfP ff)
<br />,._ .-i._ ....
<br />� �--� -- � (
<br />.-' -'f$ i�
<br />1 T D 0.a,R FWmI ` E SEPMAWRTION
<br />��� I EfeaTN ovtlFD�t1t 7-ary � � GLASS---� � �E f � PLATE REWIRED i
<br />�oN i
<br />sNEEr 3) i � DIRECT MOUNT W% SPACER IAA
<br />�- i
<br />' ALTERNATIVE 2W'
<br />F_.�._ ____ 1 !
<br />i I ,- $ ": SCALE JjB.t•
<br />O 12 i/2 O.C.: SEES 5�0 PRIS'FA
<br />DESIGN LaPDb%R THIS
<br />� 1 � I � I
<br />�NERAI. NQTEs
<br />YWlin I1ta tlY. MT 4APA'rY �� 101Nn Rare1Y, amNn 41. (C) 70 YImNG WOOD DIN• kacr,ru. tu,ry L e_ab5 MW.I:
<br />1. STORM PAN0. SHOWN t1N THIS PRT}aUCT EVALUATR7N t7CCiIigENT {P.ED-) NAS BEEN VERIFlED FOR COMPLLANCE W ACCUISDANCE - i/1`f TAPCON ANCHORS, AS MMauFAL"TUR@ BT LT.W. B111LDEX, WC.
<br />WITH THE 2020 (lth ED117DN) OF THE FLORi0.A BWU>:FIG CCDE. THIS STORM PMip. SFW1 NO7 BE 1NSTM,tEO AT HKxi - /14-10 PANEIMATE FEMALE � M� PANIO,MATE PLUS ANCHORS. AS MANUFACTUR@ BY ELCO CONStR(YGTpN PRODUCTS.
<br />VELOCf(Y MURR7GNdE 20NES (MtAMI-OADE I BROWARO CO(11gTIkS}- - t/4'f LAG SCREWS PER N:RS_
<br />DESIGN WIN LOADS 1# 0 NED AS -PER SECfIIXi 1809 OF THE ABOVE MENnON@ CODE. FOR A.HAStC Wa/Q
<br />D SFLAII ETQiMI - 7/18"m x 5/B^ WOOD W15HIJG, A5 GRTRfBUTED HY AIL POWT SCREYr, BOLT k SPEfXA.tTY CO.
<br />SPE@ AS REQUIRED HY THE JURL401CTION WHERE STORM PANEL WILL 8E INSTALLED. ANb FOR A UIiFCRONN_+tY FACTOR
<br />iC0=0.Hj, kFD10 A5CE 7-16 AND SIW,1. tW EXCc'�S1 THE MAIUMUM (ASD.) DESIGN PRESSIfRE RAT9JG5 INFkOAT@ ON SiFkIS C.t) MINIMUM THREADED PENETRATION WTO W000 �' TAPCPY ANCHORS 91N.L BE 1 1/2° Nm 2" fOR ECCO PANELMATE PLUS
<br />3, 9 THRU /2 k t7. 18. AND PANELAULE EEMN.E i5.
<br />IN ORDER TO YEWRY THE At�YE CLX:IXRON, ULTDdATE DESIGN WINO LOADS DETFRMIN@ PER ASCE 1-,$ SFiALI � F7R5T
<br />RFYMAC@ TO 0.S.D. DESIGN PRESSURE RATaiG BY LRI.TtPLYWG iHFFA HY 0.5 IN ORDER TD COMPARE TNfSE Wl MAX {A.S.D.) C1) A1IWMUM THREADED PEFff.TRATAPq � LAO SCREW. OrTO THE WDCO FRAME UN
<br />INSTALLATION
<br />D�jA1LS FOR REGULAR PANEL
<br />INTO POURED
<br />COI�CR� OR CONCRETE _8{�OCK
<br />STRUCTURES
<br />t1R' CaNCREIE BLOCK BETE
<br />,- _�NC�� ��COKNCRETE
<br />v
<br />%
<br />REQL1iRE0.
<br />fr/ REQUIRED.
<br />C{)NCREtE ANCFWRS
<br />CONCRETE ANC,WRS
<br />(SEE SCHEDULE aN""
<br />5HEE,S a T1IAWCH 10)
<br />,ram,
<br />,.-.f 7:}
<br />{SEE SCL1EtHftE ON
<br />SHEETS 9 TNi�UtRi i0) !-; 7)
<br />6JOSM70 POURED
<br />C�•iCRETE OR
<br />;-
<br />-{/;•��
<br />�CONVi� Hk.O�K y `.✓
<br />1/a" ' 1!#.
<br />.-.___.___._.1
<br />1/2, 1/+"
<br />� __. �
<br />r_,_-t/+Y-�1�' 0.G
<br />� _� CaNCRETE ANCHORS j' - � !
<br />�
<br />i
<br />( � t
<br />Ei . i
<br />E.b.
<br />a9 T�"�olx�'Iiia.
<br />i
<br />�
<br />i i
<br />1
<br />i �
<br />1
<br />T
<br />I 1
<br />�
<br />M ir.
<br />BatS w
<br />sous w
<br />aelA!!(i
<br />E.D• 1
<br />` I
<br />1 SFPARATIOK
<br />70 17L.V5. -_
<br />�
<br />aeaM�f
<br />f� daE wa tYMl
<br />1 Bxtx oW.R Y-e� ,L. Maz.
<br />a TO GL65S. i 1 (U>E FOI P/IA
<br />� (SEE SCil@l1LE I DaaP, e,9t 7�
<br />' i ,
<br />1 ,
<br />O(ISTNG (SEE SC,EDULE
<br />GLASS WI SHEET 3} -_. i
<br />(SEE SCH@ULE
<br />1 1 •: ON SHEET 3)
<br />ON SHEET 3 )
<br />Ep ) I _ �
<br />A I !
<br />I
<br />ry.• yam, IMTn. SEPARATION t' Noz.
<br />PANEL LE1R.TH TO - � PANEL LLNCTFI
<br />CONCRETE ANC110R5_-_ L___... _...
<br />._....,_1
<br />I
<br />�- _ ...._)_..: I
<br />��
<br />SEE SCHEWLE (SEE SCHEDULE I (SEE SCHEO(AE
<br />(SEE SCf#DL1LE ON , 1
<br />)
<br />ON SHEET 3) ON SHEET 3)
<br />SHEETS g THROUGH 1
<br />�' '" j
<br />1 ehxavt' I
<br />! I
<br />F
<br />I Ea.
<br />w .s.Frl;aan
<br />MA%"
<br />i
<br />i 1 i,
<br />�
<br />�
<br />I
<br />1 x`✓ ✓:/ 1
<br />f --
<br />E! ' i
<br />} I
<br />1
<br />i E,p, i I
<br />i i
<br />1�fY
<br />f E.O. '� l i
<br />f
<br />t, �+•.,•
<br />�JbutnFx
<br />etlx wAarR Taa
<br />tOl srAEw DR
<br />EYJ'5DNG POlat@ flC.
<br />I O
<br />�CEMfOREf€ 6f]Z 1 1 �
<br />L 1
<br />I (- I APPUCd+BLEjI
<br />L10NCRETE M'CHORS T t
<br />J
<br />4 j--iQ�--�f0-.s ,p•-�`r ss Ms w! wur
<br />�
<br />� {sE,E SCwmuLE ON�--' % _�
<br />SHEET'S 9 THROUGH 10)
<br />{ ALIEIINATE
<br />-= }' Min L.-• u f jY D.e
<br />.. f
<br />W! (� OtI.Y wIiEN SOUR
<br />LFG LOGTION
<br />'�
<br />SEt k CALK -IN ANCti0R5
<br />Alm USEp & W/ WFIEN I _._.EX+sT� POI�� CONCRETE
<br />��
<br />ALTERNATE CONCRflE + fNXUR@ CONCRETE
<br />ANCHORS CONCRETE BLOCK IHQUfR®.
<br />CONCRETE ANCitORS I
<br />� USEO� lw0@•
<br />(SEE SGL7EDULE OH
<br />SHEETS 9 THROUGH t0)
<br />STAtiGERFD Wf STU��'
<br />(SEE SCNEDUIE ON
<br />SLEETS 9 TLfRIX1GH 10)
<br />BUILD -OUT MOUNTING
<br />SECTION 1
<br />SCALE f`
<br />TtNG
<br />SCALE 3/8..;'
<br />SCME 3lH+•t'
<br />�RtE�uAr:l��4
<br />�Y?;: "T✓
<br />GEMa* �
<br />FLORIOA BU1LDlNG WDE (Non Xi h Yslaa NM
<br />jt#,�T,�inll�T�Q� ,'AILS FOR REGULAR REG�teGtR PANEL ��TO WOOD
<br />ALTERNATE LEG
<br />f1.
<br />4'x8' (Mtn. EXISTRiG woo -. i ,• ,- j-[pCA1pN
<br />BEAM REQSRtED. STRUC F r ( j
<br />!
<br />ADtAUACY !� E%b'7WG WQQO i / � I I
<br />�l
<br />BEAM TO B£ CiDlTIF1E0 BY
<br />REGISTERED ENGINEER OR 1 -�G�i
<br />f
<br />� !
<br />ARCHITECT PRIOR 10 SWURER / j 1L,,Y7
<br />Ri5?ALLAT&)1i. WOOD ANCHORS ALTERNATE WOOD ANCNCRS {� •' i � 1' Yln. r.
<br />(SEE SCNEp1ULE ON {SEE 5CHEbULE ON �� t t - ! i TEI(� �
<br />��lrwiVeim.DF�%
<br />SHEET 11) SFEEt 11)_, t/2' ! I�Q i/' al,x 1PY awe. Ms wl NUt
<br />�
<br />WDt.`.._.._..._.......__.,....1 Rxro£oQUDIRE� 1
<br />-A,
<br />1 1 % , ri-A3i1�o mLTs
<br />t{
<br />`l� ;. w • e ,f#" o.C.
<br />� kk WOOD ANCHORS 2.
<br />1t
<br />SCHEOUI.E Wi ,
<br />1 I f (SEE
<br />M�� 1 � i
<br />j, Min. � i SHEET III) tt
<br />'1
<br />iSEPA1NnON TO '--� T i
<br />1 i
<br />-.i
<br />1 i ? T I
<br />SCNED(tNE ,l+-wai,r
<br />I ON SHEET 3) p.,L .._. ...'•'LS �•� W. � ( !}!� Mrn SEPARATON 7G 6YalSS. I i_
<br />�""""Y ` ...._..._ �__._ �._ =` � n1R Rya � r � USES SCHE'DtAE ON SWEET 3).... 4.-..__ Ss.
<br />Balls w,Q PANEL LENGTH
<br />�- LeMnH age r-Ey l {SEE PANEL
<br />CHEDULE ��n� f .__-�____ :._.-_,._�� �_ i_. _._ l�DaiMO �7-a7 {IXJ SHEET 3�
<br />I GN SHEET 3) GL.155_,:z-1E ��
<br />i___ .i.
<br />I : I
<br />E I i
<br />1 I 5f7i ; � OF 1"
<br />1 "L
<br />� � of 1 1 [_Tj MAX
<br />F MAX. .- I
<br />1
<br />EQ r i fg•
<br />Na FDITSHi I I,/+Y-zWNW BATS
<br />ILI
<br />�_-1_______-_I �
<br />_�� ._... REOUORED a'x4` W000 tE �, � I {{ d '' �''�..._W4A70
<br />
|