|
LY■r`IV111
<br />ALL AMERICAN SHLUTERS AND GLASS
<br />22ga & 249a GALVANIZED STEEL STORM PANELS (NON-HVHZ)
<br />WIDTH U umirlt91
<br />(PEEP. TO PANEL 9WIN)
<br />TYPE T T AS ROW)(COWRCOTyp
<br />TYPE AS
<br />-}- . Y4"-20 HM
<br />SILTS WITH waST+RIeM
<br />^ OVERLAPS O MIOSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />PLANVliW
<br />A_Jill' r
<br />� 15r
<br />J ,
<br />SOT" NOIRNT
<br />,i
<br />(DDNN TYPE AS
<br />REWD) TOOED. 1•
<br />a BOTTOM
<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />1 NTs. EavATloa
<br />TOP 140MT UTM
<br />AS ) (SPAN ABOVE
<br />BOTTOM
<br />-�--OBSIRlICTION
<br />(LOCATION MAYVARYj
<br />TT1P MIWBNT
<br />lmax
<br />(SPAN BELOW
<br />PAIRS MAY E NOTCHED A$ RBQID®, Ommm S4'-20 STITCH
<br />PROVIDED TAT ODNfECIONs AND BOLTS WITH WASHIRED
<br />Alm ARE U6® WM[N SATISFY WENGIMS FASTENED O
<br />SPPANS MOVE & BELAIY t)Bsiq{RiDON. OVERLAPS; O MUO6PAl1(U5!
<br />APPROPRIATE SPAN TALE
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T.S. BEYAI'IOR
<br />ALLOWABLE PANEL ALLOWABLE PANEL
<br />SPAN SCHEDULE: SPAN SCHEDULE:
<br />24 GAUGE PANELS Z2 GAUGE PHIS
<br />SPAN SGHEDULt 1NV I t5:
<br />1. BITER SPAN SCTiROIRffi WITH NEGATIVE
<br />DESIGN LOAD & PANEL FASTBRER SPACING TO
<br />DEiEMDNE VAaMIM ALLOWABLE SLOW PAPS
<br />SPAN, SCHEDULE 15 ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL AL TO
<br />we"TM D!$ON LOADS.
<br />2. •PANEL FASTENER • ARE STUDS USED IN
<br />tCPOUNCIION WITH ALL MDIMTING EITRIlSEM
<br />('P'-TBACK, STUDDED ANH W, ETC.). UN aZ'
<br />O.C. PAN& FASTENER SPACING TAKE VALUES MR
<br />ALL. •HF'- AND "U•-iIFJIDEl4 (IMCSAiHU BRW,D OUT
<br />CONOMONS).
<br />3. LINEAR INTERPOLATION BETWEEN LOADS iS
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
<br />ANCHOR SPACING SCHEDULE:
<br />22 GAUGE PANELS; PANEL FASTENERS O 6.r D.C.
<br />GLASS SEPARATION
<br />SCHEDULE:
<br />24 GAUGE PAIRS
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />AS NOTED IN DESIGN SCHEDULES
<br />SCHEDLMFS
<br />DESIGN NOTES:
<br />POSITIVE TIVE AND NEGATIVE DESIGN PRESSURES CALCIAATEp
<br />FOR USE WITH N THIS SYSTEM SHALL. DE CE WITH
<br />THE PER
<br />SEPARATE ENGINEERING IN ACCORDANCE W[M THE
<br />9 'IN � AAIW
<br />CHAPTER 1609 OF THE RORI3N1 BUILDIMx CODE PITH
<br />EDITION (20143 SHALL 8E LESS TH/W dt SQWL�TIIE
<br />VALUES LISTED
<br />NEMIREIE DER, AN PRE�kL AS
<br />VALUES LISTED FEREIN FOR ANY ASSEMBLY AS SHOWN.
<br />GENERAL NOTES:
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />(WAD ZONE 4 & ESSENTIAL PACIIt1ESl
<br />POSITIVE
<br />DtSU1Ti
<br />PRESSURE
<br />EP5F}
<br />PANEL
<br />SPAN
<br />TID16
<br />INSTALLATIONS
<br />MIS THAN W
<br />ABOVE CIi ADE
<br />INSTALLATIONSHNIMHUM
<br />GREATER T4A 3C
<br />ABOVE GRADE
<br />+30
<br />7.85"
<br />1.i7'
<br />7.a5"
<br />1.67"
<br />- 1(r-T
<br />7.85"
<br />249".
<br />1x4r
<br />7.85"
<br />3.48 "
<br />+40
<br />G1 w
<br />7.05"
<br />1.22
<br />9'-6"
<br />7.85"
<br />L90'
<br />IC-S"
<br />?AS •
<br />3,03 "
<br />+50
<br />7.85 "
<br />S"4Y'
<br />7,85 "
<br />2.12 "
<br />91-C
<br />7.85 •
<br />2.63 "
<br />+60
<br />V-w
<br />7.85'
<br />1.33
<br />+T0
<br />7.85 •
<br />1.391
<br />7'-10"
<br />7
<br />2.13 "
<br />+BD
<br />6"-0"
<br />M '
<br />L45 "
<br />7'4"
<br />7
<br />L49'
<br />+90
<br />6'-0"
<br />7. "
<br />LSO "
<br />6"-11"
<br />7.85"
<br />I".
<br />t200
<br />F--V
<br />7.8S'
<br />L56"
<br />6'-r
<br />7.ffi"
<br />1.81"
<br />•'gip !r�;,�,,���`�'_...''��.
<br />E~t�
<br />GLASS SEPARATION
<br />SCHEDULE:
<br />22 COAM PANELS
<br />Mum" STORM PANEL SEPARATION FROM GLASS
<br />(WIND ZONE 4 a ESSENTIAL FACILITIES)
<br />)
<br />POSITIVE
<br />DEIGN
<br />PRISE
<br />(PSF}
<br />MAXIMUM
<br />NNE.
<br />WAN
<br />INSTALLATIONS
<br />LESS THAN 30
<br />MOVE GRADE
<br />INSTAIJRE01'I5
<br />GREATER THAN 30'
<br />MOVE GRADE
<br />+30
<br />v-r
<br />sm.
<br />1.13"
<br />W-W
<br />sm.
<br />1.44 "
<br />101-W
<br />sm.
<br />1.84 "
<br />17-C
<br />5.85 "
<br />+40
<br />6' -0•
<br />5.8s "
<br />g-V
<br />Los
<br />I 1,59"
<br />1C-0'
<br />5.95 "
<br />2.12 "
<br />17-r
<br />s.851.
<br />3.90"
<br />+50
<br />w-0"
<br />5.8s •
<br />1.22 •
<br />V-6• -
<br />sm.
<br />L.74'
<br />la-(r
<br />5.95"
<br />1,010"
<br />it -I"
<br />5.85'
<br />3.99'
<br />+60
<br />W-W
<br />SAS"
<br />1.26"
<br />gam"
<br />5.05 "
<br />1.99.
<br />19 r
<br />5.ffi"
<br />168"
<br />Ir-i"
<br />Les"
<br />3-14'
<br />+70
<br />W-W
<br />5.ffi"
<br />131'
<br />W-W
<br />$.a5"
<br />2.03"
<br />19-3"
<br />5.95 "
<br />3,17 "
<br />+80
<br />W-W
<br />5.95 "
<br />1.35 " _
<br />W-6"
<br />LOS "
<br />2.18 "
<br />r-r
<br />5.85 "
<br />2.69 "
<br />+00
<br />V-O'
<br />5.95"
<br />139"
<br />B 6"
<br />5.95 "
<br />2.33 "
<br />9 0
<br />5.89•
<br />2.65"
<br />+100
<br />5.95"
<br />1.44'
<br />I-r
<br />5.95 "
<br />Z153 "
<br />GLASS SEPARATION NOTES:
<br />L ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO TIE FROTECIED,.
<br />L 904MU 35 REQUIRED FOR USE WITH Pomnw LOADS ONLY.
<br />IftEtPOUTIDN BETIBEEtI LOADS IS ACCEPrABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD,
<br />3. FOR D 61ULATIONS OUTSIDE OF THE HIYHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN AWN WNW ZONES 1 THROUGH 3, THE GLASS SEPARATION
<br />StYiEDU.E LS NDT REQIXIRED AND NO MINeSM ISEPARATION FROM THE
<br />PROTDCTINI OPBSMfN
<br />am
<br />31,r E M D_Z:TANC II
<br />-:
<br />MAX 08868a
<br />ANCHOR PRMtIN1E
<br />WAN II TD W-W
<br />SPAN UP TO W-r
<br />sm UP TO ST-P
<br />7�'•.
<br />N
<br />aelulTYFB
<br />T
<br />HAlk6NYPO
<br />TYPS (N'aF)
<br />cl C2 0 cA
<br />ci C2 C3 c.
<br />Cl C2 C3 04
<br />rS
<br />•area®
<br />1!4 93
<br />12.5"
<br />16.r
<br />1 6.0"
<br />Ear 12.5"
<br />i ar
<br />Iar 7.5"
<br />Fx.Y
<br />iar
<br />u,r &r
<br />lx.a
<br />if.
<br />It
<br />&8• U.s'
<br />LEA"
<br />14.r al" Itr
<br />16.r
<br />1
<br />LAG SOM 1
<br />9,6' 4,r
<br />ii 1.4
<br />N
<br />11Y
<br />10.r
<br />30.0"
<br />7.5• i2.S•
<br />Ear
<br />12.r S.Y' Sx.Y
<br />l0.r
<br />0.T 9.6'
<br />F�L d t3
<br />11 a
<br />70
<br />12T
<br />160"
<br />Ear
<br />A! 1xS
<br />Ear
<br />11.^ 4.8" 32.'
<br />iar
<br />7.6° 3.r
<br />S.6•
<br />�
<br />N
<br />.19
<br />1Ls'
<br />16.0'
<br />!L9"
<br />1• u.s'
<br />Ear
<br />ar 3.6" 7as'•
<br />1&0'
<br />*Hxi-11remm 73
<br />i25'
<br />16.0"
<br />Ear
<br />10.1' 1xs
<br />Ear
<br />ilA" 7.9" IL3P
<br />16.0`
<br />YN00D 54lW 41
<br />li.S'
<br />L&r
<br />13.r
<br />&1' 12.5-
<br />16A"
<br />9.r &6" 12 S"
<br />Lag
<br />d.3• 9.9"
<br />J
<br />till
<br />�Iyy,,..��.x....,L,L.x..��L 48
<br />.�.�
<br />laC
<br />ICY
<br />T
<br />16A'
<br />7.M 4:6" 12.s'
<br />14:8"
<br />sa' $Y
<br />4.Y 3A"
<br />E
<br />Ear
<br />16A
<br />0.4• IRS'
<br />Ear
<br />7.2 4A"
<br />13.6"
<br />l:.S'
<br />Ear
<br />7A"
<br />4.8" ILr
<br />140
<br />SA" Lr 6.25'
<br />lar
<br />70
<br />1Mxl- 4 EMI® 33 aLrr 16.r iS.B" 12.s' tar ULr 12.r 10.r 7.4"
<br />tAeGRIP•cFA6' 41 12.Y Iar It$* 12-r iLW B.r ixr iar 5.9•
<br />it
<br />46 12.Y Ear ixs 107r lxs114.4r 5.11
<br />12.r !i4' 0.9" Its" Ear 6.HM iZ 12.9" 4.r
<br />* 32 5^
<br />70 u.r 1&r 7A" LLr 14.r 5.1• ILZr 96" 3r
<br />" T sap a 1 6" 8" Ale' 33 lt.s' Ear 0.1 -s" 2s.Y 2:r' a 3. 3S'
<br />s. '
<br />raNNls fiBJas -
<br />cl
<br />Au a1 u.Y Ear 6.6" Sr 1L5" l2.Y 4r 4.Y" 62s' E.d' 3.1"
<br />1Y0oD IIUNrG
<br />48 R2.6' USA' S.6" ar 62s' 10.r 3.9' 3.5 &25' 7.3"
<br />52 12.5" u.r 5.r 4.r 62s 9.9' 3.6' 32" axs' ar
<br />1O 0.2S" Ia6. 3.8" 35' a2Ir 7.3° 3.0"
<br />p
<br />ANCHOR NOTES:
<br />11,11
<br />x. ANCHdt 51CFEDIRE APRIES TO ALL PRODUCTS CERTIFIED HOOK BUT ONLY PROVIDES
<br />$ "
<br />A
<br />UZNG. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br /><_
<br />IN SPAN SCHEDULE SMALL APPLAPP Y.
<br />((jj
<br />2. NITER ANCHOR SCHEDULE E BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIA, & ANCHOR TYPE. SELECT DESIGN LOAD OtEAIMTHAN OR SQWLTO IEOATVE DESM N
<br />UA
<br />LOAD ON SHUTTER AND SHEcf SPAN 6REI177it THAN OR EQl1AL TD BHNNTER SPANLSELECT
<br />C0IaaXTIOI TYPE BASED Ol APPROPRIATE MIDMTINN CQSDETiDN (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDETIMAT10N OF CONNECTION TYPED.
<br />3. `PANi FASTS EIW AME STUDS USED IN CAIW INCIION WITH ALL MOUNTING EXTRUSIONS
<br />(-r-TRACK, STUDDED ANGLE. ETC.). USN! G.W O.C. PANEL. FASTENER SPACING TABLE VALUES FOR
<br />Q
<br />Al,'N - AND *W-HE40 $ O NWIbING (HOLDOUT CON OTTI 15).
<br />4. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
<br />S. FOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO AM CIO BLOM
<br />L :MINIMUM EMBEDMENT T SHALL E AS NOTED IN ANCHOR SCHEDULE.
<br />71 MIQMUM EMBEDMENT AND WOW DISTANCE EXCLUDES STU37D, FOAM►, BRICX, AND OTHER WALL
<br />PI ISFES. WALL F94MM OWL E LIMITED TO 1/4" MAX OR SHALL BE VELUM BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />& CONCRETE ANCHORS NOTED NER3130 SHALL L BE EM BEDDEDTO UMGRACiKED CONCRETE ONLY
<br />9. WHERE EXISTING STRUCTURE IS WOW FRAMING, EXISTING CONDITIONS MAY WARY. HELD
<br />VDRIfY TAT FASTENERS AIDE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE R7EM
<br />10. -INHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRNOr.M FASTENER SHALL E LOCATED IN
<br />CENTER Of NOMINAL r X 4• (ABM.) W00o MW (%' EDGE DISTANCE Xs ACCEPTABLE FOR WOOD
<br />FLAMI Nam. WOOD STUD SMALL E SW'TlIBIN MINE' G+0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN NERD OR HEX HEAD.
<br />u. REMOVABLE ANCHORS ARE: B W PANaHATE, AU. -POUTS SOLM-SET & BRASS SUS"WG.
<br />6MMt11EaaaCL9MNROPA
<br />12, MACHINE SCREWS SHALL HAVE Ur MI9■EIM ENGAGEMENT OFTHREADS INTO THE BASE
<br />15-2394
<br />ANCHOR AND MAY HAVE ETHER A PAN WAD, I HEAD, OR WAFER NERD (S MILK BOLT) U.N.O.
<br />11 'M NM M EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCD OR OTHER WALL FINISHES.
<br />14. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />15. >IC DIRECT MOUNTING CONDITIONS,
<br />16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES Ul'TED O1
<br />THIS SHEET
<br />1i
<br />_ i'-2.250• 09+t" V-1
<br />. 2.250• l 4-20 ST R)X s
<br />» 2a e" -- A w L
<br />fw LW1��0Tfp. S O 16 GA
<br />ffi O.09M ?4 .084.- 120" �" TYP. �"' xi TYP
<br />+ti aiP94"' ry _ f 3y
<br />s75" j ` °062` p 1 �I 25'
<br />1.93fY 1 1.93G` t•'- .�.� . 2.OW" - -*# 2 + � ""J tow �••- -.•� LOW �- TYP.
<br />L.3 I 2 *tf. dt€s011t 3 `u' ;+EIDER .c:, @gttlQ-OOr 'V*_ FrtA4�ER a(}' .3M_. �-P.INN, �ycPr� y snm � .�i
<br />LIDO° �r z N
<br />+'� ! 3.3080-y j,MAX3i 0.376' a.313" 0.37a• a. 1 0.35D"^-+ S.oDr� J
<br />S.s10+ 1.ssm G �L560- X - i lsicw Ly o.179 {V7 D.19 f v37V - I' Ss D.9es" p
<br />'-.-�-- 11SOD IRANELCOVERACE-.- .-----I s " 0.250"I
<br />______.� "g •' �{ � �""}' � �.v.0.545 -� .SNOT �
<br />-L4.875• PANEL LENGTH ,., _ liwee
<br />D<D90" ? _o,a51r 2.Do .o.t "... o�i1s- ,31s ate" °o.z D• RD.laS. _ -3Ds• c i
<br />1-aT1�P� 7�p F, TRACKD.090'� c SRAOc7c� wnS +et9et iMNq+IT D.957
<br />OR
<br />rANlllmo &d10•It1T9 if ��w&woHr jj tt 'R�aL.
<br />arO,GTM►, m iF8
<br />111E
<br />K OYLQW. ST3Yix9Nf --t a125" ` R,SIb a(
<br />PlATN6A 1^Aa•4.12T' I
<br />4WxYT4AIL4L Ax1aE ++��
<br />aNa1tW wAli xt1t31AP
<br />F 1.00D" Twift aa�eao eaxwTr
<br />i " J� TMMe of 1�1#nmalmD-OUR
<br />I OVERLAP /\ s MAX. OL'rA1ae
<br />� 4• - A , L>Erx4. MAX
<br />� j ff \ � - T �-.25" MAX.
<br />Y - !1 laA BUIUD-OIJT _ on 10000 $E Aso"
<br />wow"01,1lxl DISTANCE 6p1m80& Q"Y"0#
<br />�c arALLlAaunaQ6laGIaFTAI1 y .,,E ': sue. Q
<br />TS. twum S9�t5� l.t>fX0'°
<br />MT"11.54&"MWYD -
<br />�Y POW. ARaY 0R FA�F1t4 �D C.1U11 OCSMA iAMlS tffi4,xaR w
<br />A1NRC"OSWE aQW.Mn FW&43PO4.IORWa94itliL
<br />ippSIlR6 wex}itI! 17atL OKfA484 4MATFRIA"I,O 1APFaFU%9 moot: 01ArxE rORARY
<br />' 1.001Y x1xAnMnOcxOA 3�, a4A Attto'rAAN.EaArrJlaP1 - $
<br />e pyERLAP woOO s6/vrRc.
<br />� e�AI.O.OVrMGMf a�aitttr[OEaAB-
<br />auaialW wT#�1{O4 &I° �.25•MAX.«1MIN1-1--
<br />6.c.Tr, M41ENN1. ii•iLC PDIIWEWiJ!I �¢� �. a
<br />" uMo11A.�NrxIDAT6n. � fi
<br />uaA-sAur. sTaL ° 1.500--P � 16ratl 1l-aC. FWROLSIC,Tt � :�' $
<br />MAX. s MIN. ..E00' roR.wr tla3IfAGOONpVtE
<br />d ANGLE 0 t2RtA1R DETAL ENDED
<br />Arx�rAall AROxMq �AOpp g 8
<br />6
<br />�AP MIOIAtf ti!OtAME OEfAL __-
<br />�✓ R.TSY
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />(ALL PANELS)
<br />TOP NOWT
<br />n1j, i Tli�,
<br />I�
<br />4^.iC:�Mii
<br />Rx�R"�:f
<br />llCllll�sS.9ll�Ri!
<br />L-.
<br />"
<br />� r•'•1'79�'ry(�„I�E�.1iE'3v�(E'a#�a1lE:,��.:Jt::�iE;:+
<br />Q����NEIi�'w
<br />��E''.s�Ea'i%�-�t''..'.i��'�LE<�i
<br />�l��.•J��.'�
<br />�'T'!I!'•^T_:�1-.."•'.�i.kl
<br />E�iF��.,.�1�E:�Ei1i[iIi
<br />C"ii
<br />�[�3ilf
<br />1. SANS 94" MM ARE MSLIM AILOWAMFSPANSRO mON AMYCOP OF MORTM
<br />OOIDITluNS AT T OA SAILOR. R1NN. IPIFYIfS LESS TMM1Ti10$E 11OTl0O TJRAE ABOVE ARE NOT
<br />AiOWYABIL'.
<br />i WO SeARATOM M"GLASS S RMURW WAN PIUHEI.EeRFM S GR6R61 THAN TMAT WM MR
<br />Reps:CrHR MOuNtubG O"1Ru1T1at1 AW &
<br />7< SDE C1oStIREI A 1'OAALL 8181.P017T P10Ui1T5 W T7a46 Ate. "m SLOE ROOURFS ARE NOT
<br />II"D WITH KNU OVT 0MR111060000017I01119,. RCQVIRLD SLOW110t1 FROM 6lASS SMALL BP PER DITAL r
<br />4. TAVU ARISES TO Px7I11729P (WITH QR WITMWT SITTCYf BOLT51 A/R1 R'IW PAN11i.a a B01"VAT I PAM
<br />FASTENERS.6 12.5* OR61S ITC
<br />i PAMEl8MAr 5PN1x P9LIMun1 UStJr ONEtS>OF THE WFISOfNY.TOP ORAOTIOM ODPBt
<br />OPV4NO(PWt Off 8-TC), USIMSAMY MOtN1TldRC0H117MOM 84010111196 TiMS'P DRA6TNOa
<br />i0
<br />FROM MM1SAMR LLEO
<br />AOJPCiNLLi
<br />� W11ERMik
<br />_
<br />4
<br />INAPHN SCRefSHE Xi'O1A MOLT
<br />Twel W o. mx
<br />1
<br />Wc"UTO
<br />ON NRW s wwtstalr
<br />FAa
<br />r ;1 OPTIC)NAL INTEFtiUR FASTENING DETAIL
<br />ANCHOR SPACING SCHEDULE:
<br />23 GAUGE PANELS: PANEL. FASTENERS rA 115" O.C.
<br />2"S" EDW DISTANCE
<br />!rA.
<br />ANCHOR
<br />Sp" UPTW6'-O"
<br />SPAN UPT06�8'
<br />SPAN UP TO IT-$-
<br />9OTtl1TYPE
<br />c3 C2 C3 c4
<br />OONIN TYMAB
<br />Cl CY C3 C+N
<br />CCM4N>YK
<br />R Ci G2 C3 04
<br />C
<br />8
<br />TYPE (�`I
<br />S• a J•31'O 89581r 33
<br />tATPAAnM 4f
<br />ORIt SM6IFII OaIq
<br />44
<br />12.5'
<br />i1.s'
<br />12.5"-Y
<br />i6.r
<br />18.r
<br />i 6A
<br />13.8"
<br />1I .Y"p
<br />9 S•
<br />A9"
<br />8. r
<br />6.8"
<br />i2.5
<br />1 Ls"
<br />IRS"
<br />1Q0"
<br />a
<br />1 r
<br />2 ar
<br />A 6"
<br />7. 7"
<br />6.V -
<br />a6"
<br />s,s"
<br />4 r
<br />]Z.s"
<br />- 5"
<br />N
<br />Y2: s"
<br />� 18.D"
<br />13 3"'
<br />-
<br />14, i
<br />a ab"
<br />S.s"
<br />- _
<br />S 1"
<br />4. r
<br />3.r
<br />3.r
<br />52
<br />az 5"
<br />1 ar
<br />e
<br />8. 1
<br />izs"
<br />16r
<br />ax
<br />43"
<br />t2-T
<br />I35"
<br />a .9"
<br />3.5'
<br />7a
<br />1L 5"
<br />iar
<br />6 5'
<br />4 r
<br />a25'
<br />12 5
<br />4 T
<br />3.r
<br />6.iS"
<br />32°a"
<br />4 3"
<br />' 3.1"
<br />i'x f- r fry
<br />{{�/ yy 33
<br />ELCO iLTRALVII 41
<br />744a ran 11� I;OStCX 48
<br />52
<br />!Ls
<br />1x.5
<br />36 rl6.0'
<br />F tar
<br />16A"23.9'
<br />i&0°
<br />iLS"
<br />12.5"
<br />X8.4'
<br />me"3L4"
<br />!41"
<br />ITT
<br />9.d"
<br />i2,5
<br />ILS'
<br />Ear
<br />lam
<br />97.+63"
<br />-
<br />82"
<br />aiI"
<br />12v5"'1a0'
<br />12.5'
<br />16.r
<br />141-
<br />f3.r
<br />13.9"
<br />fl.r
<br />12,5"
<br />f2.S"
<br />16.
<br />la4"
<br />9.r
<br />9.r
<br />.r
<br />7.61
<br />12.5""
<br />12.5'
<br />70
<br />. lxs'
<br />36.r
<br />9.6"
<br />0. "
<br />2
<br />12.5"
<br />16.m
<br />0.r
<br />5 .r
<br />1L5"
<br />Ear
<br />1.4"
<br />5 A"
<br />IN4 I31� /8- Ll
<br />31.5'
<br />16.r'1ar
<br />UL.a"
<br />12,5"
<br />Y6.0"
<br />14.8"
<br />33.4"
<br />12.5`
<br />l6.0"
<br />Y01"
<br />9,r
<br />Ni-PO1M]S 84tta^.CET 41
<br />(fat D699 PSINIC)
<br />48
<br />IL5"
<br />10.m
<br />Ear
<br />SS.t6"
<br />12r16.r
<br />11.9"
<br />SSE^
<br />12r
<br />16.r
<br />8.5''7,r
<br />i2.
<br />e 16
<br />14 .r
<br />13. 9"
<br />12,5"
<br />1
<br />1 9
<br />53
<br />12.5•
<br />ldm-13.6°
<br />12.3"
<br />1L6"
<br />140"
<br />_
<br />9.4 8.s" i
<br />16m
<br />7.6
<br />6.9"
<br />70
<br />iLg�SaD"
<br />12,5"
<br />E
<br />Sr41•
<br />93____ar
<br />xrL9181� _
<br />E
<br />(l61 3350MCON41
<br />48
<br />52
<br />70
<br />12.5"
<br />1LS"
<br />1L5"
<br />1b.0"
<br />tar
<br />- ar_
<br />Ib.r
<br />!_a0"YRO"
<br />i2.5'
<br />Ea_r
<br />1ar
<br />AT
<br />12.5•rlam
<br />i2
<br />1L5'
<br />12,5"
<br />16.0"
<br />1Gr
<br />4,rILr
<br />11L5"
<br />126" 97" 12.5"rA6
<br />f1.6" 9r 12�F'
<br />$.NF" fi.7" 12.5"
<br />r_
<br />16.r
<br />Ear
<br />ifi<fl"?
<br />-.
<br />10,V
<br />A4"
<br />6.3"
<br />9_ .r
<br />8.2
<br />fi_"
<br />T,3`
<br />8.4".
<br />2.S'
<br />D ONCE
<br />3Ala' x I-1T4• O D 33
<br />S25"
<br />Ear 6..
<br />7<1"
<br />aCOMTRAWN 41
<br />b.2S"
<br />Lr
<br />w
<br />a2S
<br />7.1"
<br />52
<br />a2r
<br />&F
<br />70
<br />so
<br />' x r-W 86M 33
<br />ILs'
<br />tar a2" 3 ar 6_YS"
<br />12.7"
<br />am ULTAACDS 41
<br />13.r
<br />6.25"
<br />95"
<br />6,25' 6.0"
<br />9!La�1}7.609 P1tOUX 46
<br />c2r,
<br />Lr
<br />6.25"
<br />Cr
<br />a2r &3"
<br />6.0"
<br />52
<br />Et-�
<br />70
<br />6.25"
<br />LI 6
<br />W x i-V4 eMel 33
<br />]!IR SSTMCOM 41
<br />5"
<br />Sam 7.0" 11.3"
<br />13.4"
<br />4.9" 5.r d.iS" Ar 3.Y 3A•
<br />12S'
<br />75�5.7" 9.Y
<br />_IRS"
<br />6.25,
<br />6.25,
<br />mr
<br />mr
<br />62S" 7.r��9.8"
<br />Lr 41
<br />Lr 4.6' 6.x5" 7.rt
<br />48
<br />48
<br />12.5"
<br />13.Y 4.B" 5.0"
<br />6.2r
<br />3.2"
<br />! &r 3.5! Kir 7 2222
<br />3.1". 3.r a2S'G9"
<br />6.25"
<br />6J"
<br />fal"
<br />U'I`x718'eHeE•D 33
<br />ILS"
<br />16.V!13.r
<br />lLr
<br />12r
<br />16.r
<br />92• 7,8" IRS iar
<br />141-iC1NIS 90EID•SET 41
<br />AN
<br />3. Ls'
<br />i2.•S"
<br />E ar
<br />160
<br />iar
<br />4.iL"
<br />9 .3"
<br />7.8"
<br />IL 5"
<br />CLr
<br />i6A"
<br />16.r
<br />L4" a3" ixr '14,.
<br />6.r S.4"
<br />.�C 52
<br />ILS'
<br />16.0'
<br />70
<br />ILS'
<br />Iar
<br />&r
<br />6.3"
<br />6.2S"
<br />2L9"
<br />4.3• 3.7" axs!il.s'. i.r 3r.
<br />SNt•x1-tl4-HW4D 33
<br />I2.r
<br />!QO'
<br />Ur
<br />&r
<br />6.25,
<br />11.5"
<br />4.r 4.1' a2S" 7.r
<br />ILV
<br />13A" 4.9" i
<br />Cr
<br />6.25
<br />9.r
<br />L. r 3.3"
<br />ftt0 PA)IBMUTE 41
<br />_
<br />48
<br />S1
<br />6.25"
<br />a2s10.d""
<br />1L5" 4.x" i<yl"
<br />3.
<br />3.8"in
<br />VARGI OF 0 aaw O.C.
<br />(
<br />OHNSMTOADIA�OUNT
<br />t41MaLi
<br />SWITCH H01RIc
<br />&S
<br />()TYPE
<br />EI MI6.
<br />AE A1LCJ AT
<br />E•
<br />SKAC At E
<br />SP4LCe
<br />RA.OW BLOCK Olt
<br />UA ILA=
<br />" Itsm
<br />Vfiiffi SN
<br />LAC"
<br />rSOWJ FBAu1NG
<br />SPACING TA Mom`
<br />0
<br />PA AD A M
<br />EGRESS PANEL)
<br />t, sl OPTIONAL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING
<br />3/4" IDES DISfAPKX
<br />Y�
<br />C
<br />MAX O<tr!&M
<br />At►CiWlt PNIgNNR!
<br />TYPE (N'eP)
<br />SPAN wTD 6-P
<br />SPAN 1JF TO Ira•
<br />SPAN UM TO t7d'
<br />COMB TYPE
<br />Cl C2 c3 OM
<br />CONMITYPd
<br />CY C2 t T C4
<br />H�'QtNN TYPE
<br />Cl r2 C3 cA
<br />4'xr"ar�
<br />]I 33
<br />LAG 6cRilm 41
<br />46
<br />Ii
<br />52
<br />L
<br />70
<br />1L5'
<br />1a.5'
<br />16,0
<br />1 d m
<br />16.r
<br />Ear
<br />10.9
<br />0.6
<br />225"
<br />L'44-
<br />i 5"
<br />16.r
<br />16.r
<br />1Qr
<br />14.1
<br />75"
<br />b.l"
<br />12.5"�160'
<br />3L5"
<br />! E2.0" 5,T`
<br />LQr k0.3
<br />12..S"
<br />a-s--
<br />Ica"
<br />16r
<br />1a01
<br />Ear
<br />7 S
<br />69°
<br />1I.5"
<br />12.5'
<br />16 r
<br />far
<br />3 Lop
<br />iil"
<br />S 2^
<br />48"
<br />12.5"
<br />315"
<br />8
<br />1 r
<br />Yar
<br />' , 9
<br />9 3 ,O"
<br />-9W 3"9"
<br />12.5`
<br />16A
<br />kY 9"
<br />S.1
<br />l2.5"
<br />8 r
<br />8.3"
<br />3 6"
<br />IY.S
<br />lar
<br />9 7 .4" 3
<br />fi4 x 1• ELH61D
<br />I .ill' 33
<br />YIOWO SOAEYJ 42
<br />48
<br />52
<br />52
<br />70
<br />12.5
<br />12.5
<br />12S'
<br />12.9`
<br />ILV
<br />16.r
<br />tar
<br />16.r
<br />1ar:t0A'
<br />I&O"
<br />18.0' � IQ i
<br />13.7• &]•
<br />11.r ].m
<br />a4"
<br />7.8" 4:8°
<br />12.5"
<br />!Li
<br />iLr
<br />12.S
<br />12.5-
<br />16 r
<br />Ear
<br />I&V
<br />I&O'
<br />14.8-
<br />SI. 4"
<br />9.1"
<br />1.8"
<br />Tr
<br />s.4"
<br />7 m
<br />5.6"
<br />4.8"
<br />4.4"
<br />3.3
<br />ILS'
<br />12.5"
<br />iL5''ld1w
<br />ITS-
<br />ILV'
<br />2a r
<br />l r
<br />6
<br />6
<br />4 1 r
<br />7.61
<br />6 6 "` D"
<br />4.
<br />5.r 3.2"
<br />f
<br />x Y-
<br />3!4 iN' 33
<br />TAP GRIP, 'fFAg* 41
<br />48
<br />�■■IIEb 32
<br />78
<br />1 L.
<br />1 ar_
<br />=f. 5.6"
<br />Y 2 S•
<br />1 ar
<br />A
<br />1 $"
<br />32,5'
<br />iS.m.
<br />.4
<br />° 7 "'
<br />12r
<br />I6r!ILr
<br />12.5"
<br />16,r
<br />8.7'
<br />1215"
<br />140"!ax"
<br />i1V
<br />Ear
<br />Ear
<br />12.r
<br />16.0"
<br />7.4-
<br />ILV
<br />12.5"
<br />Ear
<br />9.9"
<br />I25"
<br />Ear
<br />6.9"
<br />12.75.
<br />I&
<br />5 ""
<br />4.4"
<br />ILP
<br />iar
<br />7A`
<br />12.r
<br />14,r
<br />5.1"
<br />32.r
<br />13 S
<br />i
<br />7 16' L x 33
<br />Ali POINTS ERA96 41
<br />WOOD aLs1t41a
<br />46
<br />7C f.�,BE St
<br />70
<br />Y25^
<br />12r
<br />la0•
<br />' la
<br />8.1" 7 3"
<br />6.fi"4.s'
<br />9
<br />�
<br />u5".
<br />1x.5"
<br />15 .5"
<br />S"
<br />S.fi"
<br />S.f
<br />4 l
<br />b.2Y
<br />a2S"
<br />-
<br />10
<br />3
<br />ix.S"
<br />iS.4"
<br />5. 8" 5 r
<br />&2i`
<br />30 r
<br />3.9"
<br />3 S"
<br />4.25
<br />B.r
<br />3. r
<br />125-
<br />I4.1•
<br />5.r 4 r
<br />d23'
<br />4,9'
<br />3.6"
<br />3.r
<br />6.25"
<br />8.r
<br />0.23'
<br />1a.d•
<br />3.8" f 3.
<br />6:25"
<br />7.1-
<br />QLR"
<br />7.r
<br />ANCHOR NOTES:
<br />I. ANCHOR SCHEDULE APPLIES TO ALL PRODR',TS CERiIPLED HEREIN, BUT ONLY PROVIDES
<br />MAXIMILM ALLO WAB E ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATD
<br />IN SPAN SO4EDULE SMALL APPLY.
<br />` 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MA & ANCHOR - SIGN LOAD
<br />TERIAU., TYPE. StS.EtT' OAD GREATER THAN OR EQUAL. T'0 NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL. TO SHUTTER SPNN.S'EEECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTM TYPE).
<br />3 'PANS FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUI,MNG EC RUSIO NS
<br />( r-TRACC, STUDDED ANGLE, ETC;.). USE 6.25' O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL -H-- AND "U°-NEADERS (DICLUDICG B UH.000T CONDITIONS).
<br />4. ANCHORS SMALL E INSTALLED IN ACCORDANCE WITH MANUFACTURERS RFCOMMME3NDA'110fe,
<br />& HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM C90 BLOCK.
<br />& MINIMUM EMBEDMENT SMALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7. MM MM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, MCK, AND OTHER WALL
<br />FINISHES. WALL FINISHES SHALL BE LIMITED TO 114' MAX OR MALL BEVERSFtcD BY OTHERS 70
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />L CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UX4-CRAC Kee CONCRETE ONLY.
<br />9. WM8tE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS --MAY WARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOW FRAMING MEMBERS, NOT PLY4MD. FASTEMNG
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES,
<br />10, WHERE ANCHORS FASTEN TO NARROW PACE OF STUD FRAMING, FASTENER SMALL. BE LOCATED IN
<br />CENTER OF NOMINAL. 2- X 4- (ABM.) WOOD STUD (V4 EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SMALL. E `SOUTHERN PINE" G-0.55 OR GREATER DENSITY. LAG SCREW
<br />SMALL HAVE PHILLIPS PIN HEAD OR NEX MEAD.
<br />11. REMOVABLE MOORS ARE: E.LS O PANELMUQE, ALL -POINTS SOUR -SET & BEARS BUSMW.
<br />11 MACHINE SCREWS SHALL HAVE 11r KWHI M ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCIHCIR AND MAY HAVE ETHER A PAN MELD, TRUSS MEAD, OR WATER HEAD (SIWWAUUC BOLT) 0.N.0,
<br />13, MINIMUM EMBEDMENT AND BOGIE DISTANCE EXCLUDES SNCCD OR OTHER WALL FIMSHFS,
<br />14. = DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT AMMABLE USK
<br />15. 7k DIRECT MOUNTING CONDITIONS.
<br />16, LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE AN04OR SCHEDULES LISTED ON
<br />THIS SHIEEY.
<br />lot
<br />15-2394
<br />5$
<br />SAYCSNG
<br />L,.c I LI
<br />3 SNTAti l36 N,R 1
<br />SMAMW
<br />/ H � •,:r eE RtWd6ND 46M"AW6 1xaA6xA8 (WtPI19c;
<br />` �i � nxocexlRe
<br />SMIA, 6.4WW' STUD ANiat SPAT
<br />cvA N m � (-r» �aETs MxrN aTx1N.
<br />rau,ewem-.+� ,�`) � i snxa,wcaiat�ttsaw i
<br />AMFR, U`"�.f. }"- lifiS A491'AMIY
<br />I�
<br />MIlxxli �
<br />e PKIxfA > �
<br />jt, NFk. G1A`;': s'kFAPn •Stxi 9SJRalAA TOR IMY
<br />� 1 -- 9Ex 8CHELVI: •_ - 1M14M0
<br />� � eR P191 SCNEaME
<br />I" n
<br />I.Oar mow.--•�-i:eW`
<br />7 `� � M.TBlK[LY aLx1O01[j
<br />RT`f'AHS.'ap low pm MAX
<br />=1f4:'1
<br />s.AC1Nd E4a{Oi.
<br />NOSJ1[SLCT�R alWUllwaLWdl p!
<br />HPWL� A11ICHlaRIf Frarf m
<br />IN whim
<br />r MTTPxOFEPNCTUPA 1 WALLMWOMTWOOD #%ANM so
<br />SE nnM
<br />A*0"4aM0.a�
<br />OR T,Fea a1wx.TUPe
<br />OPF101Ml. pOku,Ixc
<br />E9RWt8(491
<br />SS
<br />7�B401APlEECl30R -...
<br />ANCHOR SPACING SCHEDULE.
<br />24 rakUC,E PANEL.; Pk&t- FASTE,*In E iL5" O.C-
<br />- -. - 2.5" amikiNCB
<br />MILK DEGIOM' sm Rp TO V-r
<br />ANCMOt PR6'fS11mY ,Tr.RTi.
<br />TYPE _RPaF� CA C2 C3 04
<br />SPANUPT08-r
<br />SPANLM 32ar
<br />smm_vn
<br />im c2 C3 C4
<br />6CMm
<br />CI Cz C3 a
<br />t6 X:-3�4'EN6ti .13
<br />EL:.O ULTRAtAN 41
<br />(Nm ua. rsl Cxtt3 48
<br />52
<br />�.yIBIIMb
<br />7 O
<br />s 12-V
<br />160
<br />IA.r
<br />9.9"
<br />u.s"
<br />14,0`
<br />102" 6,r
<br />12,5"
<br />16.0'
<br />12.6"
<br />I6.0"
<br />1LO'
<br />BA"
<br />MV1160•
<br />6.2'" n &5•
<br />I2,S"
<br />16.r
<br />6,1"
<br />5.5"
<br />32.6"
<br />16:0'
<br />10,1"
<br />6.8"
<br />12,s'.lar
<br />ai" SA"
<br />12.9"
<br />'160
<br />l'
<br />. SA"
<br />Y2 5"
<br />12 S
<br />i 0"
<br />a
<br />I6.0°
<br />9 3
<br />a1"
<br />aY
<br />_4"..
<br />S.
<br />12 s'
<br />ii 9"
<br />! Sa0"
<br />-
<br />2aG
<br />4•
<br />e 1 I.-
<br />+ A'u
<br />ai 5
<br />ix 5"
<br />U.S"12 S"
<br />a6.r
<br />16.8"
<br />8 1
<br />8
<br />° 5.4"
<br />5A"
<br />L"
<br />FBu
<br />_
<br />3/�• i 3-:tJ4' iMBEP 3333
<br />0 WTRACT}R 41
<br />I>r� 7A4e 48
<br />52
<br />To
<br />. 12.5"
<br />]6.6^
<br />]8.ff"
<br />16.0*
<br />32 s
<br />16.0"
<br />15A" 1x.0"
<br />37 5"
<br />16 0"
<br />19.4"
<br />10.n
<br />32 5"
<br />Sar
<br />la
<br />33.9"
<br />li S'
<br />16:r
<br />L2.1 4.b"
<br />12.5"
<br />i6.6'
<br />1Lr
<br />9:6"
<br />12.5'
<br />16.W
<br />14.90
<br />IL9"
<br />12
<br />IS.W
<br />11..5"
<br />12.7
<br />16Jr
<br />11.911
<br />9.5"
<br />12.5"
<br />i4.0"
<br />13 8"
<br />140"
<br />12s°
<br />16,N'
<br />Yi 9" 9.5"
<br />1L
<br />16.0"
<br />11.9"
<br />° 9S•
<br />1x 5"
<br />I6.0"
<br />1i.9"
<br />AS"
<br />+LIST
<br />16.0'
<br />ll-Ir 9.5'
<br />12S'
<br />1a0
<br />ll.7"I
<br />9.T
<br />+iF-dS,
<br />tF4'KY,18'ElUJ70-��`'-33
<br />ALL-�gpX" t'5O6I0•S€7
<br />two pg Casio 41
<br />46
<br />32
<br />79
<br />IM x 1-3VV EMOM 33
<br />kiW w10C'i 41
<br />(Mxit adSN wT t@M"a 48
<br />52
<br />.,a.._..._ 70
<br />12S"_
<br />�"
<br />° 12.5"
<br />16.Gr
<br />18.r
<br />16.0'
<br />lafF'
<br />]QO'
<br />15_6'
<br />12S"
<br />12.5'
<br />lab"
<br />i6.r
<br />15.11' 13A"
<br />12.b" 10.6'
<br />115*
<br />1L5'
<br />'ad.r
<br />321"
<br />LVI
<br />la7"
<br />12-V
<br />A:0"
<br />iS.6"
<br />13.T
<br />3L4'
<br />16.0"
<br />12S1'10.6v
<br />22.7 -i164•
<br />ILr
<br />ICLO'
<br />144"
<br />IL3"
<br />12.5'
<br />16.0"
<br />UP
<br />104'
<br />12.5
<br />I6.0"
<br />123"flab".
<br />iZr
<br />IZ
<br />1L5"
<br />12
<br />16.rl123"
<br />16 a•
<br />Ear
<br />M-0"
<br />16.D"
<br />la0
<br />160
<br />10.6"
<br />1fi_r
<br />laR'
<br />141'
<br />12r
<br />115"
<br />!aW
<br />tar
<br />12.5"
<br />mw
<br />.too
<br />14,r
<br />ILLS,
<br />12.5
<br />16-r
<br />.16.r
<br />lLS•.104"
<br />16.0'
<br />ILS'
<br />1LS"
<br />iL5"
<br />Yam
<br />28.ff
<br />iS.r 11.4-
<br />1 1i-r
<br />ILS'
<br />u•S"-
<br />I&r
<br />1 �D•'
<br />I&S"k
<br />15�T11.r
<br />ILr
<br />.3-
<br />12S
<br />1L5'
<br />16.1i"
<br />16A"
<br />Iaa"
<br />Is.S"
<br />13w
<br />31.2"
<br />12S`
<br />tar
<br />a6.0" ]53" iI.T'
<br />i--- IS S' 11.r
<br />1x 5"-
<br />12•5' ..
<br />�18d1"
<br />lS.r
<br />SS.s'
<br />1].Y'..
<br />#
<br />z
<br />3lSG x i.iN-NISEI 33
<br />PO ULYMACOM 41
<br />48
<br />11
<br />v 7a
<br />if4• x i-ll4• EMBHI 33
<br />EICOIA.'IA4CCN 41
<br />48
<br />52
<br />- 70
<br />tA4" Y l-1/c* FStALTt 33
<br />rrw&s.T.Apm1 4f
<br />48
<br />52
<br />` 70
<br />ll4°'x7Ja` EAI®EO 33
<br />ALL•PDXRFS .c..WID� SET 41
<br />48
<br />,�C 52
<br />_. 76 _,�12.5
<br />va s jl0411E0 33
<br />Film PWNUAATm 41
<br />44
<br />8 5"
<br />j 6 iS'
<br />12 r
<br />2if.3"
<br />By3"
<br />11610,
<br />6.S"
<br />2,5" RM DISrANCE
<br />fi.xY 7.1^
<br />Q7" a2S' iLT
<br />6.251 6.4"
<br />a2r 10.r
<br />`123
<br />t 6..iS'
<br />4.25,
<br />12.5.
<br />11.r
<br />]a.8"
<br />16 V'
<br />7,5
<br />8.239.3
<br />7.3" 12.r 3.4". 5.r 1 Sr
<br />aL^
<br />6.29"
<br />9.r
<br />12.0"
<br />44"
<br />1 4.5"
<br />12.5"
<br />is, 6"
<br />6r
<br />5.0" 6.2s' lab"
<br />4.r 4.0'"
<br />4,19-
<br />10.7.
<br />4.1"
<br />4.r
<br />129
<br />fi 2!,
<br />f3,3"
<br />12,r
<br />5 2"
<br />4 i
<br />'iA" a25" !ar
<br />4.1• 4A°
<br />6.I7
<br />IO.r
<br />4.1"
<br />4.m
<br />4.6 0.25" 10.7'
<br />4.1- 4.0"
<br />6.29'
<br />10yr
<br />Cr4.0"
<br />6 2S"
<br />12.6"
<br />32,.5'
<br />10.7"
<br />16.0"
<br />16,r
<br />4 1
<br />14.3
<br />11,r
<br />4.0
<br />1_.Tr'
<br />9,1`
<br />aLs^
<br />ILV
<br />It
<br />!ar
<br />Lail"
<br />16.r
<br />4 1
<br />97
<br />7.6"
<br />4A"
<br />tr
<br />6.1'
<br />a27
<br />iZ4-
<br />fLS"
<br />10,r
<br />16.r
<br />Ylf.O•
<br />4.1"
<br />&r
<br />7.Y'
<br />4.0"
<br />TV
<br />6.3"
<br />112Za
<br />16.m
<br />9,7"
<br />7.r
<br />12.5"
<br />16A'
<br />7 7-
<br />Cr
<br />32.5"
<br />16.1Y'
<br />7.r°
<br />a2"
<br />LILY-
<br />335
<br />M--
<br />16.r�4l.Y'
<br />36u
<br />&9"
<br />Q4"
<br />7.2"
<br />6.2
<br />5.9`
<br />IRS"
<br />11.5.
<br />6.25'
<br />16.r
<br />16.r
<br />At
<br />7 r
<br />T,r
<br />4.4-
<br />6.2"
<br />6.2"
<br />4.1"
<br />12.S`
<br />- 12.
<br />6.2�
<br />fa0"
<br />16A'
<br />10Jr
<br />7.7"
<br />7.7"
<br />4. '
<br />6.r
<br />ar
<br />iEl
<br />12,5"
<br />13 4"
<br />&r
<br />4.r
<br />a25' 9 r
<br />3.6"
<br />k 3.r
<br />6-25"
<br />9.2"
<br />3.6"
<br />3.3" !
<br />a2S
<br />I3.!
<br />4,.4
<br />4.]^
<br />a25' 9,r
<br />3.5"
<br />3.3"
<br />6.25
<br />9.X•
<br />3,.S'
<br />`.xs`
<br />la.6"
<br />4 2"
<br />AG"
<br />a2S" 192"
<br />3.5"
<br />k .#"
<br />&2S
<br />9.r3.S"70a25"
<br />Ifl53
<br />92"
<br />3.5"
<br />3.3!
<br />S,ZV192
<br />92"
<br />3.S"
<br />ANCHOR SPACING SCHEDULE:
<br />22 GJtLKi'E PANELS; PANEL FAs'TtN4ER5 D 6°25" O.C.
<br />G
<br />�&RAIR
<br />Ui8T:7M
<br />ANCHOR
<br />M'SSBtN@P,
<br />TYPE
<br />MTLF'
<br />� - C J_
<br />�yy
<br />33
<br />EEXCO IY.'L74m
<br />(IxH mLA FS1C9xo
<br />41
<br />as
<br />,�....�
<br />52
<br />7E+
<br />1r i 1
<br />33
<br />RqP!, XN4N f$1 CONC7
<br />(" 6PSI CO
<br />41
<br />48
<br />12
<br />733
<br />Jw.t-YV1N!SIN {UTSEX
<br />!t
<br />!mL TO L r& fz
<br />46
<br />..i
<br />10
<br />Erdsm
<br />3a
<br />CLIO t4
<br />f 1t;6I a,sc Cana
<br />42
<br />y 46
<br />T �
<br />lir Elws DISTANCE w
<br />SPAN VP TO s-V' _. _
<br />SPMQ. LW TO r-0'
<br />� W 1
<br />cHxuN rJPB
<br />�F
<br />ci C2 C3 C4
<br />CI C2 C3 C4
<br />cl C2 C3 C4
<br />12.5"
<br />I ISA"1
<br />13.rj
<br />41i.9"
<br />YLr
<br />Mal 9.r t 6R"
<br />I2.$" iar
<br />ad"
<br />4.7"
<br />N_5 3
<br />12 5"
<br />_
<br />16.0"
<br />16 m
<br />Yii
<br />9fF
<br />$.0^'32
<br />-b,8"
<br />3.3`�
<br />5"436.r-`7
<br />12.5'p14.0"!
<br />_
<br />iL5'
<br />7 SS".
<br />a6" cr
<br />.d._.I _. ". _
<br />i6.r ai 4.3"
<br />6. iL4"
<br />_ _
<br />a25"!115'
<br />A.S"
<br />_
<br />4.2'
<br />. &r
<br />72.5"
<br />.2.5"
<br />Sao"
<br />F 66"
<br />8.6•'
<br />8. "
<br />5
<br />4 .r
<br />6a5"
<br />" 4.
<br />u:5� 5" s.2"
<br />_-
<br />a25'• a°sn
<br />1 5"
<br />Ya0`
<br />i
<br />16 m
<br />12 S"
<br />16.0". 14.3 1Lr
<br />!2 s' 16 r
<br />9.r
<br />a2"
<br />t2.5"
<br />250
<br />36 @"
<br />13.9"
<br />L2 -
<br />r
<br />16.r ilA
<br />9 .6
<br />u S Ear
<br />7.b"
<br />6.fi•
<br />1f12•s
<br />16014-
<br />L'r9.6Y
<br />i1. r
<br />IfiL.A7!"
<br />16.$
<br />a"
<br />YLr_.I
<br />a
<br />6 Y 1 "
<br />Sb12
<br />6. 2'S
<br />12 s"
<br />17 F
<br />P6.0
<br />Xfi a`
<br />6_r16.r
<br />46A.
<br />13.Ri",12
<br />12L.S5"-
<br />Y2 5°
<br />3
<br />lao"i aT" s
<br />1S;r1,4.8" 17A"
<br />14.r 11 9 ]8.$"
<br />V1 jIi6"
<br />12 S• 116.a'
<br />t" S- 18 r
<br />4s"
<br />Lai"
<br />8 1"
<br />3.9-
<br />9.r
<br />TA"
<br />._IL3
<br />IGC'•ts.b`
<br />C.
<br />3 2.5'
<br />9 5"
<br />k
<br />84"
<br />12 5"J8A"!10.a
<br />12 .3
<br />9.1"
<br />I2S
<br />i8r 4 a
<br />169"! 7,D'�a3"
<br />_ .r
<br />s i" 16
<br />12.5 13.2";
<br />4.B'
<br />5.R'
<br />4.3"
<br />12..5"
<br />k
<br />31.5'
<br />k'
<br />1 C" 2..
<br />�32.5
<br />1L5"
<br />_,......-�5"...t.�.`�.t_
<br />164r,
<br />i5.r
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<br />!6.
<br />0"
<br />la
<br />Earl
<br />16.U'
<br />1ST
<br />ib.m
<br />12.
<br />la0`
<br />1i4.0"
<br />_�
<br />I4.3"
<br />21.a'
<br />Ar-�4x
<br />12.5"
<br />12.5
<br />12.5"
<br />Ear 16.r. 14.r
<br />-_�_
<br />16.m 14.8" 12.4`
<br />I I t
<br />16,r 12.6'' 9,1
<br />6 9.
<br />2 r
<br />315"!lar
<br />]x.5" Ia6"
<br />32 S LOOT
<br />125"'1
<br />01
<br />B.G
<br />"r
<br />a
<br />4
<br />2.3"
<br />i#i�TNuMPJCW
<br />J
<br />4 4 x 1 1i?' EKED I-_ P s 7'
<br />at
<br />0 1 5
<br />'I 9"
<br />{
<br />�y 32 i7
<br />u S
<br />70
<br />35 k2 S'
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<br />E=LAT4AL41 i. Li 5"
<br />11MR 2Wx t9 GMIi 46 a2S`
<br />14
<br />e.r" 6.
<br />It.?, / a
<br />52
<br />m 32S2s
<br />80
<br />VW . K-wr 04Wsw - 33 L 12.4
<br />i&6" L-r I &r is,
<br />ITW S.S. TAPCOL 42 3 12-r
<br />49
<br />13-r
<br />4 8"
<br />&0" a
<br />q-y 52 6 Z5'
<br />12.r4.5'
<br />4,6" 0.
<br />70 6.w
<br />9.1"
<br />3.r
<br />3.4" 6,
<br />U4 x T ENf A 33 ILS"
<br />u6.0`'
<br />13.r
<br />ll,r it
<br />=
<br />ALL-POTICS SOUD-AT 41 11 5'
<br />Saa"
<br />16.7"
<br />9.1" !1
<br />40 p 32 5"
<br />52 wr
<br />Tar
<br />160
<br />9.1"
<br />$A,
<br />7.r l
<br />7.2" 11
<br />70 ' 12.5."
<br />1aP'
<br />6.Y` • S.3" 5
<br />33�_--h-12 5"
<br />16.0"
<br />6,01'
<br />S.'9" C
<br />exa PANEL wr 41 i i� 2 S'
<br />13.4"
<br />4 9"
<br />4.8` 6,
<br />.y 404.1"
<br />T 52 ;�8 24
<br />,1@.q"
<br />3.8"
<br />0.
<br />N'Vol
<br />�M�Illl�
<br />Af • �i Lt _L'..
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<br />slip LICE DIsrmcm
<br />ANCHOR
<br />tYt.P!
<br />go UPT06'--6'
<br />6MN T06'•8•
<br />6►RN IR TD IY
<br />COMIN TrPR
<br />ci E2 C3 G4
<br />DDNU TYPB
<br />Cl C2 cs C4
<br />cow TYPE
<br />C1 C2 C3 O
<br />A/C x r1 bow 33
<br />lAOSCREW 41
<br />48
<br />S2
<br />70
<br />I2.8•
<br />11G.Ir
<br />14,7
<br />lag" 12.8"
<br />16.0'
<br />16.w
<br />7.s'
<br />1LS"
<br />iG.r
<br />10.r
<br />6.7"
<br />-r
<br />16-"
<br />16:6"
<br />&Ir 7L9'
<br />16.r
<br />ILL`
<br />6.1" ILr
<br />ILV
<br />14.r
<br />Cr
<br />1LS
<br />tar
<br />Ear
<br />7.r 12.r
<br />1 6A"
<br />14. r
<br />6 .0" 32r
<br />10.r
<br />14.r
<br />ar
<br />1
<br />30.W
<br />10.W
<br />aLw ur
<br />Ear
<br />24.7•
<br />&r 123"
<br />sap I
<br />4
<br />-1.r
<br />G
<br />1LY
<br />1Lr
<br />14.r
<br />&W 12r
<br />2LV
<br />14.r
<br />0.r ILS"
<br />ILO"
<br />14.r
<br />ar
<br />814x1
<br />YJOOD.9CNl1E 41
<br />40
<br />70
<br />I.
<br />S
<br />0.
<br />6,r
<br />IL
<br />.0" LIP
<br />1
<br />10.G'
<br />ar
<br />its-
<br />14. a-
<br />14.1 "
<br />8 "
<br />160.
<br />9.r
<br />SA• iL'P
<br />Ear
<br />9.r
<br />1:64
<br />lZr
<br />14LW
<br />uA•
<br />7.W 1LS•
<br />160
<br />AG'
<br />5.6" ILS"
<br />IS&-
<br />9.8'•
<br />S.V.
<br />ILS"
<br />iar
<br />9.16r.
<br />3.d" ILIr
<br />10.r
<br />I6.
<br />iar
<br />90
<br />it.
<br />9.r
<br />S.6` 12S`
<br />12
<br />It
<br />114ri
<br />0.6"
<br />1
<br />1 Sr
<br />1J4 x '
<br />TINIER Yrw 41
<br />y 48
<br />T n■d 52
<br />70
<br />12.
<br />IRS"
<br />1-
<br />1 .G"
<br />k0.3"
<br />u.
<br />ILO"
<br />12r
<br />Lip
<br />16.0"
<br />LOY,
<br />ll.p
<br />!0
<br />12.7
<br />1L
<br />16.r
<br />16.6"
<br />9.1"
<br />91'
<br />9.1"
<br />ar
<br />12r
<br />12-5°
<br />12.5"
<br />" Izr
<br />1G.0"
<br />-:
<br />91'
<br />9.1•
<br />5
<br />4 5"
<br />75F
<br />12.5
<br />Tic -or
<br />I&I
<br />9.1•
<br />6'
<br />12.5"
<br />t 7 3" x2 s
<br />Ice"
<br />13-
<br />tTly x W MAUD 33
<br />ALL POINTS SMAM 41
<br />lYMy6U!'NLai 48
<br />'h �MaL S2
<br />70
<br />ILS"
<br />!6A"
<br />7:W
<br />&9" 12.5•
<br />12.5"
<br />4.r
<br />4.1" L25" -12.4'
<br />43"
<br />4.r
<br />lzr
<br />2sA"
<br />SA"
<br />S.D" a2s'
<br />LLr
<br />4.7"
<br />4A" G.ZV
<br />u.r
<br />4.r
<br />Lag 114.ri
<br />SS'
<br />I 4.T" 6. 5"
<br />]2.r
<br />4 r
<br />4A•
<br />1x.^Y'
<br />4.r
<br />14.0"
<br />4.0"
<br />6.25'
<br />iLr
<br />4.T"
<br />4A" 6.25"
<br />i2.r
<br />4.r
<br />4Ar a2S`
<br />L12 rl
<br />47-
<br />46"
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CIERI tIEB m BUT ONLY Pwvm
<br />MNCIM M ALLOWABLE ANCHOR SPACING. IWUM M ALLOWABLE SP AM AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY. _
<br />2. ENTER ANCHOR 3aim E BASED ON MmL FASTEIRt SPACNG, THE -EXISTING STRUCTURE
<br />MATERIAL; & ANCHOR TYPE. ULECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGArm DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHVM SPANAMILECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COMMON (SE MOUNTING DUALS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3. •PANEL FASTElEAS• ARE STUDS USED IN CON UNCT1DN WITH ALL MWAARNG EXTRUSIONS
<br />('P-TRAGIC, sTUDDED A roA ETC.). USE bar O.C. PANE{. msT'EIR'H! SPACIKS TABLE VALUES FTR
<br />ALL "H•- AND NP-MEADE IRS (INCLUDING BULMIT CONDITIONS)'.
<br />4. APIf:HORS SMALL Be INSrN.LW IN AOCO WX:E W3TM MM UFACHRIE9t5' MCM*S'4DAnOTi5"
<br />& HOLLOW STOCK HOST, STRUcNRE SMALL CONFORM TO AGIN C90 K OM
<br />6. NM MUM MMDMIENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7. MINIMUM EMBEDMENT AND EDGE DISTANCE ExCAM Si cco, FOAM, ■im AND OTHER WALL
<br />FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/41 MALT OR SHALL BE VFRITED BY OTHERS TO
<br />ADEQUAMY TRANSFER LOADS TO HOST STRIX-IM.
<br />a. CONCRETE ANCHORS NOTED HIM SHALL BE EMBEDDEDTO UN-CRAOCO CONCRETE ONLY.
<br />A WHERE EXISTING STRICTURE IS WOOD FRAMING, EXISTING CONNnx)Ns MIAY VARY. FEW
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING
<br />TO PLYWOOD IS ACCLPA'MLE ONLY FOR ME C13S URE FEM
<br />10. WHERE ANCHORS FASIBITO NARROW FACE OF STUN FRAMI4(d, FASTB6R SHALL E LOCAT D IN
<br />CENTER OF NOMINAL r X 4- {MWi.) WOOD SM (V4- EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SMALL E SOUTHEMI P9W G®O,E Oft GREATER DEL4IY. LAG ACREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HIDE HEAD.
<br />It. REM1OVASLE ANCHORS ARE: E.C'O PANH.MATE, ALL-PDWM SOLID -SET & BRASS 6U6THi1Ma.
<br />L2. MACHINE SCREWS SHALL HAVE Vr MINIMUM ENGAGEMENT OFTHREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SWEWALK SO.T) U.N.O.
<br />13. MINIMUM EMBEDMENT AND EDGE DWTAHC7 OCCLUDES STUOOD OR OTHER WALL FINISHES.
<br />14, M QESIGNKTES ANCHOR CONDITIONS WHICI, ARE NOT ACCEPTABLE USES.
<br />11 * DIRECT MOUNTING CONDITIONS.
<br />16. UMM ME RMATON TS NOT PERMITTED FOR USE WITH T M ANCHM SC IMAM LISTED ON
<br />THIS SHEET.
<br />xreWOT
<br />TJ4" 33 12..Y 1E.0` 16.0. 16.9" 13-9•' Ear Ear 7r 12.5 1&r
<br />LXO Scums 41 1L5" 16A" iG.r &8" iL5" !&CY' 14.T" al" 32.5•. l6.0"
<br />48 ILS" iar Ear 7.5" R:r iG. • 120" S.Y I 1LS' Tar
<br />A 12.2.160 Y I ar a 9" 12.6' 16.0" 11.1" 4.6" 12.s
<br />70 12.r I&r 11. - 9" 5.1" 1 2.5• Ear 0.3" 9.8" ICY iS.Y
<br />&i4x3- BErn
<br />33 32.s' 30.r Car la!" I25" i8:d' 1.4" 7 r iLr
<br />1 la0"
<br />W000 GCAEW 41 i2.S" II r mr 6 " 1L5` 16A' 12' 32r Lw
<br />45 12.5" 16.r 11-r Lr IL 4.iP' r 1ar 7.8• iLs" 14 .6"
<br />u ilr low i0.4" 1 _ 6A 2r 16A°
<br />70 12s16. 7-B" 4.8° TILT 14.1r &4• 3 Y 0.2S" 1a1•
<br />x a- ea® 3! iLT 16.0 15.6• 12.s' 1G4' 16.6` '� 1LS• iar
<br />TAP GM "CF/6' 41 1L6• aaG" SL6" 11.5• 1611,11' H_r a0`
<br />4012.5' 10.0• Ear 123' ILW 7.4" 12.r 34A"
<br />�a■■MID 52 li.r- 16.0* i 0 9.9' � 3L6' a r 6.9" i2.Y iL9"
<br />70 1Lr SGA" F 326' 14. - LP G25• 6"
<br />7 x na 33 15" !ar &i" 7.r !LA lss" 1 5.6• ai• 625• l0.8"
<br />uL P6[M15 tilfAs4
<br />u la.s- 14,01 ae• ix.s" ILS' 44* 4.1" 8.25' SAT•
<br />W270D 8Ue1D06
<br />48 1 2S' 1SA" S 6" s r a2s lo,r 3.9 3 6 ax5• >.y 3'
<br />T PBJBHBEL 52 12.5" 142" S.x' 4.r a2$' 9A" 3.G" 3.x" a 6,r
<br />R/4EBR 70 6.25' 10.6" I r 3.5" 6.25' 7-
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS GMErU TIa HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES TWWATED
<br />IN SPAN SCEWLESHALL APPLY
<br />.
<br />2. ENTER ANCHOR SCEDUL>r BASER ON PAIR, FASTENER SPACING THE tOEIS1 STRUCTURE
<br />MATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD ALOR EQUA. TO NEGILTNE DMG14
<br />LOAD ON SHUTTER AND SELECT SPA! GREATER THAN OR eQUALTO SHUTTER SPAN.SELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS OR
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3. PANEL FASTENERS• ARE STUDS USED IN CONJUNCTION WITH ALL MINIM EXIBMNON5
<br />(*I" -TRAM STUDDED ANGLE,. EMI 115E 6.25" O.C. PANEL PA5TElEt.SPAcm TAKE VALUES FOR
<br />ALL-W- A!0'tr-HEADERS (INCLUDEW BULDOUT001*01106).
<br />4. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
<br />S. HOLLOW KM HOST StrACnM SNAIL COWOOtM TO ASTM C90 BtACC.
<br />G, MINIMUM EMBEDMENT SHALL 8E AS NOTED IN ANCHOR SCHEDULE.
<br />7, MINIMUM 04BEDWENTAMD EDGE DISTANCE EKES STUCCO, tOAK BRICK, AND OTHERWALL
<br />FINISHES, WALL FINISHES SHALL L E LIMITED TO Ile MAX OR SHALL E VERtfffO BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO INMOST STRUCTURE.
<br />8. CONatM AKHM NOTED HEREN SHALLBE lMEDDED TO UP43VCKW OOMCBEME O&Y.
<br />9. WHERE EfiSI71NG STRUCTURE 1S WOOD FtAMONG, EXISTING CIOND173COM MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MESS, NOT PLYWOOD. FASTB@!G
<br />TO PLYWOOD IS ACC P TA9UI ONLY POR SiDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OH STD FRAMING, FASiEMER SHALL E UDom IN
<br />awYER OF MXIMIAL r X 4• (MINN.) WOOD STUD (W eM DISTANCE IS ACCEPTABLE FOR wOUD
<br />PPAMMG). WOOD STUD SMALL BE VXITHEANN PBIE' G"O.sS OR CREATEX DENSITY, LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR tEX WAD.
<br />I1. RF.MOUASIE ANCIOMB ARE: MCO PANELMATE, ALL-11011475 SOLiO-M & BRASS BUSHING.
<br />I.2. MACHINE SCREWS SHALL HAVE I/r MINIMUM ENGAGEMENT OFTHREADS INTO THE SASE
<br />PHONICS AND MAY NAVE EITHER A PAN NERD, TRUSS HEAD, OR WAiER NEAR (SWEWAM BOLT) U.N.O.
<br />13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES SR CM OR OTHER WALL FIISHM
<br />14, Ir DESIGNATES ANCHOR CONDITION., WHICH ARE NOT ACCEPTABLE USEL
<br />15. ak DIRECT MOUNTING CONDITION&
<br />la LINEAR INTIERPOIATTON IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDUE5 LISTEDON
<br />THIS SHEET.
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