|
ALL AMERICAN SHUTTERS AND GLASS
<br />Z2ga & 24ga GALVANIZED STEEL STORM PANELS (NON-HVHZ)
<br />WIDTH LMLIMITED,
<br />(PMP� TO PANEL SPAN)
<br />TOP MOUNT (CONN
<br />TYP.
<br />TYPEE AMS REWD)
<br />SECTIONS
<br />OPTIONAL, XY-20 STITCH
<br />--BOLT S WITH WASHERED
<br />T
<br />W04GHUTS FASIESED, 0
<br />OVERLAP$ 0 MEDSPAN (USE
<br />14
<br />APPROPRIATE SPAN TABLE)
<br />PLAN VIEW
<br />v
<br />Ise
<br />BOTTOM MOUNT
<br />IN" AS_j
<br />REQ'D)
<br />0-1171"
<br />MAY BE AT TO
<br />BOTTOM
<br />TYPICAL VERTICAL, MOUNT ELEVAT
<br />M.Ts�
<br />ELEVATION
<br />'FOP 14OLW
<br />Ll�
<br />(SPAN ABOVE
<br />UN
<br />(CONN
<br />T �_
<br />AS RE Q`D)
<br />It
<br />OBSTRUCTION
<br />(LOCATION MAYVARY)
<br />MOUNT
<br />(CONN
<br />AS RMD)
<br />L
<br />BOTTOM MOUNT
<br />umx
<br />BELOW
<br />TYPE AS RMD)
<br />(VAN
<br />OamwaOF0
<br />PANELS MAY BE NOTCHED AS REQUIRED
<br />OPTIONAL YV-20 STITCH
<br />PROVIDED THAT CONNECTIONS AND
<br />BOLTS WITH WASHERED
<br />ANCHORS ARE USED WHICH SATISFY
<br />WINGNUTS FASWNED 0
<br />DVERLAPS 0 MIDSPAN W
<br />SPANS ABOVE & BELOW OBSTRUMOFL
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />(NOTCHED PANELS1 -
<br />klLj
<br />ELEVATION
<br />ALLOWABLE PANEL ALLOWABLE PANEL
<br />SPAN SCHEDULE:
<br />24 GAUGE PANEIS 22 GoMM PANELS
<br />SPAN SCHEDULE:
<br />�WAN 5UHtL)VLt NU 11:5'
<br />L ENTER SPAN SCHEDULES WITH NEGACCIVE
<br />DESIGN LOAD & PANEL FASTENER SPACING TO
<br />SPAN� SCHEDWISACCEITABLEFORUSEWITH
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS
<br />2� *PANEL FASTENERS' ARE STUDS USED LEM
<br />COWUNCTION WITH ALL MOUNTING EXTRUSIONS i
<br />('r-IRACK, STUDDED ANGLE, ETC.). USE 62N�
<br />O.r_ PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL -W- AND �U-HEADERS (TAKIIJOING BUJUP OUr
<br />CONDITIONS).
<br />3, LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD,
<br />PANEL
<br />FASTE14MS qw
<br />PANFELRASTENERS 0
<br />6,27 0,C.
<br />12's, O.c
<br />MAXIMUM
<br />[PRESSURE
<br />ALLOWABLE
<br />ALLOWABLE
<br />ALLOWABLE
<br />DESIGN
<br />SPAN, NO
<br />SPAN, NO
<br />511=c1m
<br />STITCH BOLTS
<br />STITCH
<br />mr)
<br />(urox)
<br />BOLTS
<br />BOLTS
<br />12- 8'
<br />ly - r
<br />F-lix- S'
<br />-
<br />- r
<br />12'7L 6.
<br />1 121 - Ir
<br />12'- BY
<br />r
<br />12'-
<br />T,
<br />Ir - BY
<br />IV- 4'
<br />12, - r
<br />+/-41
<br />2- �-W
<br />11'- 3'
<br />121-11
<br />+1-4T-
<br />12*- W
<br />IV - 9*
<br />111-61
<br />+1-48
<br />12'- 4*
<br />IV - 4*
<br />11:_ 21
<br />+/_S0
<br />121-1.
<br />1 1V - 2'
<br />10, - II*
<br />+/-52
<br />Ir - 10'
<br />Ily - 01
<br />10, �
<br />+/-SS
<br />9- w
<br />--s'
<br />v 3,
<br />91
<br />+1
<br />IV - 71
<br />7-71
<br />+1-70
<br />IV - 3*
<br />61- r
<br />T-0.
<br />_7
<br />+I- S
<br />I IF
<br />W- V`
<br />8-4-
<br />Q-64
<br />w-r
<br />71- 6'
<br />7 10'
<br />+/_%O
<br />0 � Ar
<br />U�
<br />-71
<br />v - V`
<br />6'- 3'
<br />10
<br />W-7
<br />51 51
<br />5� a
<br />+/-Izo
<br />71 = 10,
<br />f- -0. +
<br />-I_- 11".
<br />+/-130
<br />T- 6'
<br />W- 7 -
<br />4 10*
<br />-
<br />_77140
<br />' 71- 3-
<br />4 r
<br />6'
<br />+1-150
<br />0,
<br />4'- V`
<br />__A-
<br />41- 2'
<br />Y- 9'
<br />V-7-
<br />6'
<br />3,
<br />+
<br />V - 4-
<br />31 � 4"
<br />3 IV
<br />3- 1
<br />T- 3-
<br />6�"
<br />3 0
<br />3- 1
<br />ANCHOR SPACING SCHEDULE:
<br />22 GAUGE PANELS, PANEL FASTENERS 0 6.25' 04.
<br />------
<br />lip
<br />EEO
<br />Imimm
<br />m
<br />Emm
<br />EEWM�
<br />I
<br />ESUM
<br />WIWN/10�/Iauuw
<br />�Wl
<br />��me
<br />VW0001
<br />NOW
<br />1�1
<br />ON0% w a
<br />m a 0101140111S
<br />11
<br />11 1,
<br />V 1
<br />Our
<br />MINIMUM,
<br />00/m,
<br />MM
<br />Emts��
<br />IMN
<br />'
<br />KME�OWMEWEMOWR�
<br />�
<br />M�
<br />�_Ry
<br />E m 7/1; �/R �Vw/////.
<br />a 92M
<br />01� 0
<br />GLASS SEPARATION
<br />SCHEDULE-
<br />24 GAME PANELS
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />IAS NOTED IN DESIGNI
<br />SCfiEDLft
<br />DESIGN NOTES:
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SHALL BE DETEP304ED PER
<br />SEPARATE ENGINEERING IN ACCORDANCE WITH THE
<br />GOVCMINIG CODE, MeSSUME Mr
<br />"EMENTS AS
<br />CE
<br />DETERMINED IN ACCORDANCE
<br />CKAPTLER16WOFTHEFLORMA=. aomm
<br />EDITION (201 E(W
<br />SHALL BE LEM 142�5& A�
<br />19" Elz ASSEMBLY AS SHOWN.
<br />GENERAL NOTES'
<br />MINIMUM STORM PANEL SEPAPAUON FROM GLASS
<br />(WIND ZONE 4 & ESSENTIAL FACILMES)
<br />POSITIVE
<br />KA)aRm
<br />INSTALLATIONS
<br />INSTALLATIONS
<br />DESIGN
<br />PANEL
<br />LES9THAN3W
<br />GREATERIMAN39'
<br />PRESSURE
<br />SPAN
<br />ABOVE GRADE
<br />ABOVE GRADE
<br />(PM
<br />61-VI
<br />7.85,
<br />IA7'
<br />9.4.
<br />7.85,
<br />1.67"
<br />+30
<br />101-cr
<br />7105"
<br />�L?2 -
<br />3.68 ��
<br />1.22'
<br />81_61�
<br />7.85 �
<br />190.
<br />+40
<br />101-S,
<br />I'As 1
<br />3,03"
<br />1�28'
<br />ssl�
<br />914,
<br />2A3
<br />61-VI
<br />7'as -
<br />im
<br />+60
<br />7.85,
<br />2as
<br />-
<br />61-V
<br />7.8,51,
<br />+70
<br />7'-10'
<br />7:p§
<br />6-W
<br />7 B5"
<br />IA5"
<br />+80
<br />7-4'
<br />7.831,
<br />1,99,
<br />+90
<br />-
<br />w-ir
<br />1 7.
<br />80
<br />-
<br />+100
<br />GLASS SEPARATION
<br />SCHEDULE:
<br />22 CRUDE IAMBS
<br />MISUF1UM STORM PANEL SEPARATION FROM GLAS s
<br />(WIND ZONE 4 & ESSENTIAL FACILITIES)
<br />POSITIVE
<br />DESIGN
<br />PRESSELRE
<br />MAXIMUM
<br />AAM
<br />SPAN
<br />INSTALLATIONS
<br />LESS TIMAN 31Y
<br />MOVE GRADE
<br />INSTALLATIONS
<br />GREATER THAN W
<br />ABOVE GRADE
<br />+30
<br />+40
<br />C-01
<br />SM
<br />la3'
<br />K'".
<br />1.44'
<br />IV__0`1
<br />515 11
<br />IM'
<br />3.18'
<br />1.17,
<br />Ily-a"
<br />S.851
<br />5.05,
<br />2421
<br />Ix-v
<br />SAS 11
<br />3,90
<br />v_w
<br />!ISS
<br />I.Z2.
<br />L.74'
<br />19-01,
<br />2,40 "
<br />121-VI
<br />!L851
<br />3�99'
<br />+60
<br />G-W
<br />5.85,
<br />1.26'
<br />w-e
<br />M5"
<br />1.89.
<br />Z68
<br />Ir-v
<br />3,54'
<br />=
<br />+70
<br />5.85,
<br />1
<br />V_v
<br />5.85
<br />SM"
<br />223'
<br />X17'
<br />+w
<br />5.8s"
<br />I_3S
<br />I W-6 -
<br />9_71
<br />-5.
<br />Ke
<br />Sot,
<br />+90
<br />6`0
<br />1.85 1�
<br />1�" 1.
<br />81_6�
<br />58511
<br />2-33,
<br />144'
<br />GLASS SEPARATION NOTES*
<br />TO DETERMINE
<br />1. MTER SPAN SCHEDULE WITH POSMVEDESMN LOAD
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENINGTO BE PROMIC!"M
<br />I SCHEDULE IS REQUIRW FOR. USE WITH POSMVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, 07HMWM USE NEXT HIGHER
<br />LOAD,
<br />3. FOR INSTALLATIONS OUTSIDE OF THE MVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3� THE GLASS SEPARATION
<br />RCQU=NO MM04UM SEPARATION FROM THE
<br />SCH
<br />0_=
<br />or
<br />MING IS _j
<br />FnN25R
<br />MMIR
<br />Eugm
<br />r/0011
<br />MMMMEE32EIRM
<br />EMEN
<br />gyr-O
<br />ANCHOR NOTES*
<br />"�N=11 =EOULE, APPLI�TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />CHOR
<br />NG. MAXIMUM ALLOWAME SPANS AND PRESSURES INDICATED
<br />2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />IN SPAN SCHEDULE SHALL APPLY.
<br />MATERIAL, &ANCHOR TYPE. SELEaDESIGN LOAD GREATERTHANOIkVWALIONEGATNEf)ESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER: SPAkSELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENITFICATION OF OWNECDON rff).
<br />2L 'PANEL PASTENERSY ARE STUDS USED IN CONJLWCMN WITH ALLMOUNTINa EXTRUSIONS
<br />F--TRACK, STUDDED ANGIE, FTC-)� USE Ga5- O,C PANEL FASTENER SPACING TAM VALUES FOR
<br />ALL 'Fr- AM '0'-HEADERS (INCLUDING BUILDOUT CONDMONS).
<br />4k ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMEl"'TION&
<br />5 HOLLOW BLOCK H067 STRUCTURE SHALL CONFORM TO ASTM C90 CLOCK,
<br />6. MIMMUMEMIBEDMENTSKAUBEASNDTF-DINAW;HORSOfEDULE-
<br />7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FORK BRICK, AND OTHER WALL
<br />FINISHES, WALL FINISHES SHAM BE LIMITED M IM- MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSF-Ek LOADS TO 40ST STRUCTURE
<br />8, CONCRETE ANCHORS NOTED HEREIN SHALL 13E EMBEDDED TO UN -CRACKED CONCRETE ONLY,
<br />VERIFY THAT PASTENCAS Am INTO ADEQUATE WOW FRAMING; MEMBERS NOT PLYWOOD. FASTENING
<br />TO PLYWOOD )S ACCEPTABU ONLY FOR SIDE CLOSURE PIECM
<br />9 WHERE EXISTING STRUCTURE r. WOW FRAMING, EXISTING COMMONS MAY VARY. FrAD
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCAIED IN
<br />CENTER OF SCIGE DMEANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). G-OL55 Oft GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX WAD,
<br />14 REMOVAMEARCHORSARE; RCO PANELMATE, ALL-POWT5 SOLM-SET &BIRASS RiStfliNG,
<br />12: MACHINE SCREWS SHALL HAVE Ijr MINIMUM MAGEMENT OFTHREADS INTO THE BASE
<br />ANOiQR AND MAY MVE W14ER A PAN WAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) OM.CL
<br />11 MINIMUM EMBEIDMEW AND EDGE DISTANCE EXCLUDES STUCCO OROTHERWALL FINISIM
<br />14. DESIGNATES ANCHOR COMMONS WHICH ARE NOT ACCEPTABLE 11SES,
<br />15. DIRECT MOUNTING COMMON!L
<br />M LIA1W INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
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<br />-ow TYR .�i
<br />14
<br />.062, $
<br />A E!11 111014,
<br />0,0 Tc�12�5
<br />1.930' �062
<br />- -0'0
<br />21ow 250" zaw TM U:c � 6 �
<br />2.020 WW
<br />YI 35
<br />I SCRE
<br />RUIL11--ouT 'U' HFADFY 19 ,r
<br />±&ADER 'u, HFLAD�p z
<br />0 3tY
<br />MlIfIf
<br />1.56W "E, 0,171V 011
<br />. 0 05W
<br />�T_12_500` PANEL COVERAGE i-0-54T- 1 pi", Iw
<br />--K
<br />PANEL Lt
<br />2.0Z D.W.=_
<br />TYP. - TYR
<br />-f� 'RACK
<br />RME,-OUT g 'r &N-GLE - a8pL
<br />3!
<br /><
<br />C1
<br />MAY BE
<br />_-a E. =fTAAffx
<br />mmo WALL apelvo
<br />0=ARMG-R*kMR U.)
<br />10 - I- r- 'I
<br />OVERLAP w MAX.
<br />4� MAX A, �R!" mosul neva
<br />.Cmn.� , q \,--/ , -.25
<br />0.1w wo-m 10
<br />MAX =,aw r;
<br />Im
<br />FRAHM
<br />�mmm__ �, SUIID-OUT.�
<br />wo'A MK-
<br />DISTANCE
<br />Syrocruw-
<br />co-714171 wl",
<br />uem-154AUAWM�
<br />rEMBED
<br />ANNfA 504� � AW
<br />LAW omow MCK OR 3 82T
<br />OVERLAP
<br />:- 0, MAX.
<br />- -.25- MR&
<br />�;. �", -`_7 -
<br />Ox. mftunwY 'o
<br />_T ul ,c.
<br />I
<br />19 GAW� STER.
<br />MAX. WN,
<br />WrAr. EMBED
<br />0
<br />U
<br />& Its
<br />094
<br />2 AWE`
<br />"o"
<br />120,
<br />C";.
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />C�'. ....
<br />75TALL-PANELS)
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<br />5
<br />mW
<br />:s 44
<br />"Mara No �;k
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<br />ACCEPIAN.E.
<br />NO SRWTMN M" ans ts REQJMW WK�D Pvm taysni M wuxut THM -FMT waiw Von
<br />YMRMKG
<br />3, s= ciO$uREs ReognED fOR ALL m4LODUT RvUNTs IR TAME AWC. W4W $ju,� CLMmES MR! NOT
<br />two, vmm kwom moomyw� cosomoms. pvww,-) summum Poo" %Ass sami RE Pm RETAILr
<br />4.TMLVAPKIFITODO�-�t�M�"4>KwtnfmwSli, POLT5) AM 24PPAHELE�, & Wff"rWAK PAWL
<br />5- PANELS MAY 5RAN W H114MM UWW, ONE(l) OC THE OMIOWNL nWnRBMTCH Qk-MM
<br />>
<br />MI
<br />g
<br />VIM myoum
<br />tg
<br />ADJACENT uj
<br />PANPI-
<br /><
<br />_-MACHINE SCREW ThRU W W.L HM
<br />_; w/ RR KVT m WASHBIEDYaNGWY
<br />4 IRmt
<br />-40 FACE
<br />74
<br />STUD W1 WASOFFED
<br />WINGRUT Up 12ir
<br />0 ov
<br />(WNREM KMV" MV09T
<br />0 2AM41ONTOADIACENT !
<br />i
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<br />mm* 11 m
<br />(Cokk Tm I Emmo
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<br />HOLLUN auxx OR VALUPEoa ]k Awam 15-2394
<br />W100 FRAWNz SPACM TA" 6 NICH
<br />MAKELAWAC90"TU
<br />zq%CSr PMELJ
<br />,g-LONAL EGRE55 PANEL DETAIL
<br />(L-�,Q�ffTT�IONA�LINTERIQR FASTENING DETAIL 11�6 OR FASTENING
<br />Nx�tL
<br />ANCHOR SPACING SCHEDULE:
<br />27 GAUGE PANELS; PANEL FASTENERS 0 IZ5"O.0
<br />MMEMBEMIMEMEEM
<br />ERR
<br />m
<br />M
<br />EM
<br />mmmilmosm
<br />vnim
<br />I HE
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<br />PRESSURE cow CONN CIDN" TYPE
<br />TYPE ME) CI CIZ C3 C4 cl C2 C3 CA C1 C2 C3
<br />1/41w 21 DOW 33 Izs 16.0"Imir !pmv 11.5. Is.op ME,
<br />ri i7T7 - s - mv Icv
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<br />L" sc� 41 L217 iCo- 16_0� a-$- 12S. 16.0r, 14.11 6.21 12-v mFlF-1.
<br />40 �Lv I - - - ___ _.
<br />AL(Er _2�� - 12,v 5,2� 1247 16,11- ILT'
<br />W, 1j45 111L
<br />$2 0" &dr F,.V' ILS" MO' 11,1" 40 ILL5' 16,Cr 0.0"
<br />_.La 11CW MW 1,V Sx IZ�Sl ACV' 8,3" 10' 12S, Iur 7,9"
<br />33 L7x, I&*, Co- JC(r ILA" 7.Cr_ 7.8-
<br />wow ScReoll 41 MS" 1&0" 3.r
<br />48 115' 1CO" 1,31
<br />52 IZY' MO- OA- I t6a.1 5,8
<br />70 LL5FJMQ-� 7.8- 12.W' 114.9- 54- 145' 14,2", S,R",
<br />� I W, 1041 -
<br />33 121sm me. 120 IC 17-57 1CV'i 7.4"-
<br />YAP GFUPMAS' 41. 12�5` Mo, 12. L&Q. 8.7' 1241 Mal &XI
<br />4a i1s, I&V M711 12.5" I&X 7A' I;Ls" 15.9-1 Ca.
<br />-mmommoo, sz 12.51 I&G, i4s, 12�5, ma, CS, 12. M31, 5511
<br />70 MV ICG- 7.4!� 12.5- V, --
<br />_t40- SA- 12.5- Lis, 4.9.
<br />Cr 3.V
<br />Cv
<br />wow PR;E-1L_, W17c.
<br />7116, x wo,"",
<br />41
<br />45 4' 1 &2V 8.3' 3X*
<br />=P i.w =rTF. 1
<br />79eu
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHED" APPLIED TO ALL PRODUCTS CERTIFIED HEREIN, Bur ONLY PROMES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM AU OWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE
<br />SHALL APPLY
<br />A SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />2. ENTER ANCHO
<br />MATERIAL, &ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OP, EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHVMqk AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (ME MOUNTING DETAILS ON
<br />SKEET 2 FOR IDENTIFICATION OF CONNECTION TYPE)�
<br />3. 'PANEL FASTENERS'AFEE STUDS USED IN CMUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />ffl-TRACK, STUDDED ANGLE, ETC), USE C25'0�r_ PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL -H� AND -U-HEADERS tINCLUDING BUILDOUtCONVITIONS),
<br />4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WnH MANUFACTURERS RECOMMEhOATIONS,
<br />5 HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTIR CW FILOCK.
<br />6, MINIMUM EMBEDMENT SHALL BE AS NOTED IN AN04ORSCHEDUCE.
<br />7� MINIMUM EMBEDMEW AND EDGE DISTANCE IMLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
<br />FINISHES, WALL FINMIES SHALL BE UMITED TO If4MAX OR SMALL BE VERIFIED SLY MERSTO
<br />ADEQUATELY TRANSFER LOADS TO HOST SIAUCTURE�
<br />S. CONCRETE ANCHORS NOTED HEREIN SHAILL BE FMIKEDDEOTC, UN-CRACKEPCONCREIBONLY,
<br />9, WHERE EXISTING STAUCrURV IS WOOD FRAMING, EXISTING COMMONS MAY VARY. FIELD
<br />ou
<br />TO PLYWOOD IS ACCEPTABLE ONLY MR $jDC CLMRC PTECES,
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />Tt rr YV ASTEN
<br />VERIFY THAT FASTENERS ARE INTO AM A WOOD FRAMING MEMBERS, NO PL VOOD, F ING
<br />CtNTIR OF NOMINAL 2'N4'(MTN,) WOOD STUD (W EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE -SOUTHERN PIK- 6-0,55 OR GREATER DENSM LAG SCREW
<br />SHALL HAVE "iLLIPS PAN HEAD OP, HEX HEAD.
<br />11� REMOVABLE AACHORS AM ELCO PANELMATF, ALL -POINTS SOLID -SET & BRASS BUSHINe�
<br />il MACHINE SCREWS SHALL HAVE JUr MINIMUM ENGAGEMENT OF THREADS INTO THE RASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD� OR WARR fit -AD (SIDEWALK BOLT) LiAk,
<br />11 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE$ SWCCO OR OTHER WALL FINISHM
<br />14,17 DESIGNATES ANCHOR CONDITIONS WHICH AM NOT ACCEPTABLE USES,
<br />15. DIRECT MOUNTING CONDMON&
<br />16� LINEAR INTERPOLATION 15 NOT PCRMrMD FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
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<br />1. ANCHOR. SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIIEID HEREIN, BUT ONLY PROVIDES
<br />EvExImum Aujovwv ANCHOR spAcFNG. Kwmum ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SCHEDULE SLIALLAMY.
<br />�, ENTER ANCHOR SCHEDULE BASED ON PARELFASTENEKSPACING, THE EXISTINGSIVIUMARE
<br />RATERIALY & ANCHOR TYPE. SELECT' DESIGN LEAD GREATER THAN OP. EQUAL -TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT $PAX GREATER THAN OP EQUAL TO SKUrrER SAAN.SECEa
<br />TYPE BASED ON APPROPRIATE ? UNTING CONDITION (SM MDU1NnNG DETAILS ON
<br />coNmcnoN 40
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION nM�
<br />'PANEL FASITFLERS' ARE STUDS USED IN CON)UNCTION wrrH ALL MOUNTING, kynwwom
<br />3,
<br />Fr-TiAcksivoDwANOmm), Ust5.25-0,C�PANMFASM'MSPACMTAOLEVALr�SfOR
<br />ALL 'fl- AND 'Lr4lEADERS (INCILIOM BULDOUT COKDMONSJ�
<br />4. ANCHORS SHALL BEINSTALLED, INACCORDANCE WIN
<br />S� HOLLOW BLOCK MOST STRUCTURE SHALL CONFORM TO ASTM C9DS"xK.
<br />MINIMUM U45EDMENTSHALL BE AS NOTED IN ANCHOR SCHEVULE,
<br />7� MINIMUM EMBEDMENT AND EDGE DISTANCE "CUJOES STUCC% FOAM, SKM AND OTHER WALL
<br />FINISHES, WALL FINISHES SHALL BE LIMITED TO 1/4' MAX OR SHALL BE VERIF" BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />9, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY,
<br />9. WHERE EXISTING STRUCTURE- IS WOOD FRAMING, 001,5UNG CONDITIONS MAYVARY. HELD
<br />VERIFY THAT FASTENERS ARE MO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOM FASTENING
<br />TO PLYWOOD ISACCEPTABLE ONLY FOP, SIDE CLOSURE PIECM
<br />io. wHE-RE-ximRsFAsrmToNARRowFAcEofmuDFRAvaicFAsTBiER%iALLBEU)CATEDiN
<br />CENTER OF NOMINAL r X4' ("�) WOOD STUD (Y4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING),, WOOD STUD WtALL BE 'SOUTHERN PINV G�0.55 OP GREATER DENSITY, LAS SCREW
<br />WALL HAVE PHILLIPS PAN WAD OR HEX HEAD.
<br />11. ELCO PANE1,441C, ALL -POINTS SOLID-SEr & BRASS BUSHI
<br />12 1 SOW" SHALL HAVE 11r MINIMUM UNGAGEVIENT OF THREADS TWO THE BASE
<br />ANCHOR AND MAY HAVE Ell R A PAN HEAD, TRUSS HEAD, Oft WAFER READ (SIDEWALK 800) U,N,O.
<br />13� MENTRUM EMBEDMENT AND COW DISTANCE EXCLUDES STUCCOOR OTHERWALLF11013HES,
<br />L4. � DESIGNATES ANCHOR COMMONS WHICH AM NOT ACCEPTABLE USES,
<br />14. TznmNc ==ELIED FOR USE14M THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET
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<br />ANCHOR SCHEOULE APPLIES TO ALL PRODUCTS CERTIFIED HEREM, OUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACM, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY.
<br />2. ENTER ANCHOR SCHEDULE PSEO ON PANEL FASTENER SPACENG, THE EXISTM ST1hF;TAE
<br />SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGhnvt DESIGN
<br />MATERIAL, &ANCHOR TYPE
<br />LOAD ON SHUTTVR A94D SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT
<br />CONK-MON TYR BASED ON APPROPRIATE MOUNTING COMMON (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF C4meCTION TYPEI.
<br />3, 'PANEL FASTENERS' ARE STUDS USED IN CON3UNCTION WITH ALL MOUWM EXTAILSIONS
<br />ISE 6.25- O.C. PANEL FASTEMER.SRACINGTABLE VALUES FOR
<br />ALL -tr- AND -U-44EADERS (INCLUDING BUIUDOUT CONEIMONSI,
<br />ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH KWUPACTUREPV RECOKMMWTIONS.
<br />S, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK.
<br />6: mammum immww SHALL BE As NOTED IN ANCHOR scHwum
<br />7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUOeS,STUCDD, FOAM, BRICK, AND OTHER WALL
<br />FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4' MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO MOST STRUCTURE,
<br />ID HEWN SHALL BE EMBEDDED TO OWCAACRIM CONCRETE ONLY.
<br />S. CONCRETE ANCHORS NOTE
<br />9. WHERE EXISTING STRUCTI)RE IS WOOD FRAMIXG� EXISTING COMMONS MAY VARY FIELD
<br />VEMY THKTMVMN5tS AM INTO ADEQUATE WOOD FRAMING MEMBER% NOT PLYWOOD. PASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR. ME CLOSURE PIECES.
<br />ICL WHERE ANCHORS FASTEN TO NARROWFACC OF STUD FRAMJW FASTENER. SHALL BE LOCATED IN
<br />CENIER OF, =tNALr2W* %A(MIMN WO% -,TUO,(jV EDGE DISTANCE 15 ACCE4PTABLE FOR WOOD
<br />FRAMING), )S L.L W G-OM OR GREATER DENSITY.LAG SMEW
<br />SHALLHAVe PHWP5 FAN HEAD OR HEX HEAD
<br />ii� RIMOVABLEANCHOnARE: ELCoPANeLt4A7E,ALL-poiNTssotm-SEr&BRAssmmow.
<br />12, MACHINE SCREWS SNALLmAve &M MINIMUM ENGwsmzNT OFTWEADS Mm THE BASE
<br />ANCHORAND MAY HAVE EITHER A PAN W.46, TRUSS HE", OR WAFER WAD (SIDBWALK ROM 11MOL
<br />13. MINIMUM EMBEDMENT AND EDGE DwrANcE Exajjm srucco oRoTHER wALL FiNsHm.
<br />14. 10 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USM
<br />IS. �k DrmcTmowmNGroNomoN&
<br />16. LINEAR, INTERPOLATION IS 14QT PERMITTED FOR WE WITH THE ANCHOR SCHEDULES LISTED ON
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