|
ALL AMERICAN SHLFFTERS AND GLASS
<br />2ga 249a GALVANIZED STEEL STORM PANELS (NON-HVH2
<br />WIDTH UNLIMITED
<br />(Pw� TO PANEL Swo
<br />TOP MOUNT (CONN, TV
<br />TYPE AS REQ'O) sec�
<br />OPTIONALve-20STITCH
<br />BOLTS WITH WASHERW
<br />INDKOKITSMSIONIBDO
<br />OVERLAPS 0 MIDSPAN (USE
<br />APPROPRIATE SPAN TABLEt
<br />piml
<br />Aw
<br />BOTTOM MOUNTJ
<br />(DOM TYPE AS
<br />BOTTOM
<br />TYPICAL VERTICAL MOUNT ELEVATION
<br />?LT,S.
<br />TOP HOL94T
<br />urm
<br />(000 N TYPE
<br />REQ-1D)-\
<br />(SPAN mow
<br />(LOCATION MAYVA"
<br />TOP MOUNT
<br />(CONN rarm
<br />AS MQID)
<br />somm Mowr ca INN
<br />In=
<br />(SEAN BELOW
<br />TYPE AS RWO)
<br />OBSTRUCTION)
<br />PAR" MAY 89 NOTCHED AS RJEQUI OPTIONAL W-20 StrrCH
<br />PROVIDEID THAT CONNECTIONS BOLTS WITH WASKERED
<br />ANCHORS AM U! WINGNUTS FASTENED 0
<br />S OVERLAPS 0 MO" (USE
<br />WARS ABOVE & 8 LAPIROFOUATESPANTABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 (NOTCHED PANELS)
<br />ALLOWABLE PANEL
<br />SPAN SCHEDULE:
<br />24 GAUGE PANELS
<br />1. ENTER SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD a PANEL FASTENER SPACING TO
<br />DETERMINE mA)MMUM ALLOWABLE STORM PANEL
<br />CEIPTABLE - USE WITH
<br />SPAN. SCHEDULE IS AV.
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADSL
<br />2- 'PANEL FASTEWALS"ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOLINTING EXTRUSIONS
<br />C-F--TRA(X STUDDED ANGLE -). 17
<br />SFA,g%BLE =.
<br />D.C. PANEL FASTMER
<br />ALL -H-- AND �u`4(EADM (INCIAIDING WILD OUT
<br />I LINEAR INTERPOLATION BETWEEN LOADS 15
<br />ACCEPTASM OTHERWISE USE NEXT HIGHER LOAD.
<br />ALLOWABLE PANEL
<br />SPAN SCHEDULE:
<br />22 GAUGE PA14ELS
<br />PANEL
<br />FASTENERS 0
<br />PANEL FASTMERS 0
<br />12.61 D.C.
<br />KA)aMUM
<br />AUZ
<br />ABLE
<br />ALLOWABLE
<br />DESIGN
<br />SPAI
<br />No
<br />SPAN, WITH
<br />PRESSURE
<br />STITCH BOLTS
<br />STITCH
<br />BOUM
<br />STITCH
<br />WITS
<br />(U-4
<br />(U-)
<br />LT-r
<br />12'- 8'
<br />12'- 0'
<br />ANCHOR SPACING SCHEDULE:
<br />22 GAUGE PANEM PANEL FASTENERS 0 62V O.C.
<br />GLASS SEPARATION
<br />SCHEDULE:
<br />24 GAUGE PANELS
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />AS NOTED IN DESIGN
<br />SCHEDULES
<br />DESIGN NOTES,
<br />POSITIVE AM NEGATIVE DESIGN PRESSURPS CALOUTED
<br />MR USE WITH THIS SYSTEM SHALL BE DETERt"M M
<br />WARATE tKMEERING. IN.ACCORDANCE WITH THE
<br />EELCO
<br />,."MMSSURE NIS AS
<br />I CCO
<br />E%a=A$M LIMOANTH
<br />gom"s
<br />GENERAL NOTES:
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />(WIND ZONE 4 & ESSENTIAL FACILITIES)
<br />PO$MVE
<br />DESIGN
<br />PRESSURE
<br />(PSF)
<br />MAXIMUM
<br />PANEL
<br />SPAN
<br />INSTALLATIONS
<br />LESSTHANNY
<br />ABOVE GRADE
<br />INSTALLATIONS
<br />ABOVE GRADE
<br />+30
<br />6,q.
<br />-
<br />7.436"
<br />1.17*
<br />a, -VI
<br />7.85,
<br />1.67 "
<br />Iw-T
<br />7.85
<br />2.29 "
<br />160
<br />+40
<br />V-W
<br />�85
<br />7
<br />1.22,
<br />a.-V,
<br />7,85"
<br />1.90.
<br />io*-sl
<br />7.95"
<br />3,03"
<br />+50
<br />61-w.
<br />7,85 "
<br />1�28'
<br />a,-&,
<br />7.85 "
<br />2.12.
<br />T-V
<br />7.85 "
<br />2.LO -,�
<br />+60
<br />6'-W'
<br />7.95'
<br />1. 33;,
<br />aw
<br />-
<br />7.85,
<br />2.35 "
<br />+70
<br />7.06
<br />1.39 *
<br />r-10'
<br />2.33"
<br />+ so
<br />1AS"
<br />V-4"
<br />7.85.1
<br />-1-99.
<br />+90,
<br />jgw
<br />I
<br />-4
<br />LI-1
<br />MIS,
<br />-
<br />+IOD
<br />7.SS'
<br />1.56-
<br />61-71
<br />7.wl
<br />tft"
<br />GLASS SEPARATION
<br />SCHED UXE:
<br />ZZ GAUGE PAN"
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />(WIND ZONE 4 & ESSENTIAL FACILITIES)
<br />POsMVE
<br />DESIGN
<br />PRESSURE
<br />(PSF)
<br />mmmum
<br />FANSL
<br />SPAN
<br />wvALLAnoNs
<br />LESS THAN 30`
<br />ABOVE GRACE
<br />v4srALLAnoms
<br />(5RFATER THAN 3W
<br />ASOVE GRADE
<br />-
<br />+30
<br />61-W
<br />S.85.
<br />1.13"
<br />w
<br />SAS �
<br />1^"
<br />1w
<br />SAS �
<br />1.84"
<br />+40
<br />S.85.
<br />L171
<br />S.BS1
<br />IIS9"
<br />101-0"
<br />S�ps
<br />2,121
<br />IZ-9.
<br />S.851
<br />3,90"
<br />+50
<br />W-01
<br />SAS 1
<br />1.22,
<br />W-6*
<br />5.85
<br />1.74"
<br />lor-w
<br />Fos
<br />2.44)
<br />i2�-V,
<br />SAS "
<br />+60
<br />V-O"
<br />SAS "
<br />.1991
<br />1.261-
<br />W-V
<br />5.05,
<br />1.89"
<br />lCr-w-
<br />SAS
<br />168'
<br />5.05"
<br />3,54*
<br />--
<br />+70
<br />S.8511
<br />IV-61
<br />$.Ss,
<br />2103,
<br />147-3"
<br />5.85
<br />3,17-
<br />+80
<br />V-w
<br />5.85
<br />135",
<br />V-6",
<br />ses
<br />Z.118.
<br />V-7'
<br />5.85
<br />2"'
<br />+So
<br />V-T
<br />5.8s"
<br />1.39' -
<br />wi
<br />1��
<br />1 151.
<br />Z33"
<br />94
<br />S.uw-
<br />+'Do
<br />1,441
<br />[�:�87-
<br />LISS-
<br />1 2,5� -
<br />cr Y-0" 1 3'-,P._l
<br />GLASS SEPARATION NOTES:
<br />-RMINE
<br />DESIGN LOAD TO OETr-
<br />1. 04TERSPANSCHIEDULIEWITHPOSITIVE1
<br />MINIMUM ALLOWABLE SEPARATION rROM: THE OPENING TO BE MICIOCTED.
<br />I SCHEDULEIS REQUIREDFOR. USE WITH POSMIA LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3. FOR 94STALLATIONS OU7SME OFT14E HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACUXTIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SOMEDIA IS NOT REQUIREO AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING 15 REQUIRED.
<br />MEN
<br />FFI�I
<br />I
<br />1201AREMA�
<br />ff-ME
<br />M'M:.
<br />IffifflEaEfflam
<br />mmmmmmmm
<br />KEEAM
<br />MMIMMMEMOME20MURIM
<br />ww i�ga
<br />ma�*M�m
<br />W*,M1v%w=wA
<br />. . . . . . . . . . . . . . . . . . . .
<br />FF-
<br />3/4" EKE' 0141TAKE
<br />MAIL
<br />ANCHOR PRIMURE
<br />Tim 0109
<br />sm UP 70 #`-1r
<br />SPANUPTOW-W
<br />IPAN UP TO
<br />cl a C3 CA
<br />000111me
<br />Cl C2 C3 c4aac3"
<br />CONN-TM
<br />33
<br />LAG SCREW 41
<br />48
<br />52
<br />70
<br />123"
<br />-NNr
<br />lax
<br />12.51
<br />XF
<br />wr
<br />1w
<br />160,
<br />wr
<br />1&0,
<br />w
<br />7.s-
<br />cyl.
<br />12.S'
<br />UV
<br />2,2.r
<br />12.r
<br />16.0"IM01
<br />1,60114.1'
<br />ILO-
<br />1&(r
<br />mr
<br />31.V
<br />7.5'
<br />6.1'
<br />&T,
<br />4.8":
<br />12.wl
<br />12.5'
<br />12.5-
<br />12.51
<br />il-al
<br />16.0'
<br />16+(r
<br />16.7
<br />iig
<br />9.6'
<br />;Tr
<br />7 .61
<br />11K
<br />42"
<br />Tv
<br />Mr
<br />Mo,
<br />Mr
<br />5.V
<br />Mr
<br />1&0*
<br />0. r
<br />3N11mr
<br />mer
<br />5.6�
<br />#14XI-lJr&0W 33
<br />WOOD screw 41
<br />48
<br />Dz=ummo- 52
<br />115"
<br />12.51
<br />I&Q`
<br />1&0'
<br />I&V
<br />13,r
<br />IMI'
<br />9.1"
<br />12.5'
<br />12.5-
<br />16.(r
<br />1&0"
<br />11.4" 701
<br />2.2' 5.6"
<br />ILVI
<br />12-51
<br />15.01
<br />-
<br />Me"
<br />7�r
<br />6.31
<br />12.5-
<br />16,0`
<br />Il.r
<br />7.6"
<br />i2-r
<br />1&0"
<br />7.8- 4.&'
<br />A2-r
<br />14.V
<br />5.4�
<br />awl
<br />T60HR-4w
<br />1&0'
<br />7.r
<br />WP
<br />4.r
<br />il-r
<br />12-Y'140.
<br />i-ce
<br />7.2.
<br />1 2�r
<br />Bar
<br />13014.9'
<br />lex
<br />1p
<br />1/4'-1-114' 33
<br />TAPQW*CFW 41
<br />48
<br />S2
<br />12 r
<br />Ir.91
<br />12.6w
<br />12.r
<br />I&OP
<br />8.7'
<br />120
<br />16.0`1
<br />51'r
<br />12.r
<br />MOW
<br />M
<br />M7
<br />14.(rl
<br />SA'
<br />12.5"
<br />1-6-AY
<br />Ixs-
<br />Lcr
<br />6.0-
<br />Mv�
<br />=9,
<br />4.r
<br />12
<br />7.4'
<br />12.9
<br />&2s.
<br />9A.
<br />M
<br />AV= 33
<br />41
<br />wom SUSHM
<br />48
<br />52
<br />70
<br />12.r
<br />16.01
<br />Ll,
<br />1w
<br />315-15r,
<br />12.5'
<br />15A*
<br />S.r
<br />�C -
<br />ZS`
<br />ic.,7r"11
<br />vgk'
<br />3.5"
<br />cav
<br />7x
<br />1251
<br />14.r
<br />512�
<br />&25"
<br />S& I
<br />W
<br />3.2-
<br />&251
<br />110.6-
<br />3.8"
<br />&25P
<br />7.r
<br />ANCHOR NOTES:
<br />TO A� PRODUCM CERTIFIED HEREEN, BUTORLY PROVIDES
<br />IN SPAN SCHEDULE SHALL APPLY
<br />CING
<br />2. ENTEFt ANCHOR SCHEDULE BASED ON PAREL FASTENER SPACING, THE EaSTING STRUCTURE
<br />MATEA�&ANCHORT`M SO-r:CtOMIr.NL=GOA11RMMO$LEOUAL-tONWAnVEDMGN
<br />LOAD ON SHUTTER AND SELECT SPAN GMATER T14AN OR EQUAL TO SHUTTER SF`ANSaECr
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING cLmDrrmN (SEE mmmwrm DETAILS On
<br />SHEET2 FOR IDENTIFICATION OF ODNNOCTION TYPE).
<br />3. VANEL FASTENOW ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />ff"-TRACK, STUDDRDANGIR� EM). USE 6aV O.C, PANEL FASTENER SPACING TAKE VALUES FOR
<br />W -H`- AM -U-HEADI!RS (U#a)JDM SUILDOUT CONDITIONS).
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERV RECOMMENDATIONS.
<br />S. HOLLOW BLOCK HOSTsmcnIRE SHALL CONFORM TO ASTM C90 BLOM
<br />& MINIMUM EMBEDMENTSHALL SEAS NOTED ARANCHOR SCHEDULE,
<br />7, M09MUM EMBEDMENT AND COM DISTANCE EXCLUDES STUCOD, FOAFI, BRICK AND OTHER WALL
<br />FINISHE& WALL FINISHIES SHALL BE UNITED TO IjW MAX OR SMALL BE VERIFIED 15YOTHERSTO,
<br />ADEQUATELY TkAMFER LOADS TO HOST STRUCTURE
<br />8. CONCRETE ANCHORS NOTED MEREIR SHALL BE EMBEDDED TO UN-CRACKEI) CONCRETE ONLY
<br />IRE E)WFING MUMMtSWOOOMAMG,MgMGOMffMWMAYWJtY, FIELD
<br />5L WHE
<br />vEp-1FYTHAT FAsTENE;tS ARE INTO ADEQUATE WOOD FRAMM "BUS MrPLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER MULL BE LOCATED IN
<br />CENI`EROFNOMlNALfX M1Ne=WpZ8DGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />WOOD ST D S&( G-DSS ORGREATER DENSITY. LAG SCREW
<br />FRAMING). LL8
<br />SKALLHAVE PHILLIPS PAR HEAD OKNOC HEAD.
<br />11, REKOVABLEARCHORsARE; EL.COPMELKK'rEALL-PODnSOLM-W&B�BUSHVJ--
<br />12. MACH114E SCREWS SHALL PAVE V2- MINIMUM ENGAGEMENT OFTHREADS 11470THE BASE
<br />ANCHOR AND, MAY 14AVE EITHER A PAN WAD, TRUSS HM, OR WAF4R HEAD (SIDEWALK BOLT] U.N.0,
<br />M mw" EMSEDMW AND 00611 DISTANCE EXCLUDES STUCCO OR OTWERWALL FINISHES.
<br />14, 111111 DESIGNATES ANCHOR COMMONS WHICH ARE NOTACCEPTABLE USES.
<br />1.5. * OiREcTmoustTrmscommorr.
<br />M LINMR(TERPOIATION 15 NOTPERMITTED FOR USE WITHTHeANCHORSCKEVJ-MU[SI1EDON
<br />nn SHEET,
<br />2
<br />1 421
<br />0 M
<br />M N,
<br />c)
<br />4d
<br />LLI
<br />2: 1
<br />r
<br />ii
<br />4
<br />in
<br />z
<br />LLI
<br />FN
<br />MjI4
<br />ON 11.1
<br />'49 52 �81
<br />1
<br />ilk
<br />95
<br />Sol
<br />vi
<br />G!
<br />LU
<br />U7
<br />-2.25V zw 2 25V
<br />j-.- 7H.
<br />750* 2E 2i r ffftr. w
<br />12V v
<br />T- 0.125, -0 ISGA 31
<br />TYPI ,i TIM �,i
<br />4 Now
<br />251
<br />T .62-- 0. Wow,
<br />1.930' ow 2-Ow -4 zowr 2.0007
<br />1 -1
<br />-0- tLF-gra
<br />QX-y-"Dw T A
<br />12. 180,
<br />MAJX 0313,
<br />013
<br />�71 , IM 4 76 l4or
<br />I,SW- SIOM 0.1
<br />I- W J 4D.2-SDF
<br />1.2.SWPAWLCDVERAGE- -� 6
<br />1.51CF6 11550"� i-A � r-rTT so.
<br />% ITTT T Lw 'I
<br />14 WY PANEL LENGTH -
<br />RD
<br />-M(R-p-� Twx WASHERM v!tl2w 195:
<br />ws� wwfokn 0
<br />200.CTP.
<br />LEO
<br />t = = � - �=. w"11c"
<br />T
<br />Raskm
<br />MU"WALLMNO
<br />7HW OR vqm 10 ftau"aff
<br />OVEN" 0SWIM
<br />-d
<br />-�,V MAX - 22M 0-05M DETAM .2v MAX.
<br />HB
<br />00110W NZWK OR
<br />Mo. WOM WAM LU
<br />Buni"UT
<br />DMrANCR
<br />CLOSM w
<br />""' -/
<br />-M1w"11M-w-11L-
<br />MA% Mae 09
<br />tr04.MA0MRWL0AW
<br />__JIM
<br />Iv%x:rwxa 25'MAX
<br />wsaw"A0 wMaNur 0 w
<br />r ax. M,
<br />c
<br />WWRATEMrXrX MAX. IMMMOMM"
<br />.UV606VffiALLft ft9M0ftWHW"R9AW wumkm
<br />AccewAKEARC"Ok Mz,
<br />AM= a MBED OTM
<br />a �Am"%
<br />-,"o MORY4 MAIL kwaTRUCAM
<br />6c
<br />-2' 2
<br />JOW. 1"A790*.
<br />.ON
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />PANELS)
<br />s
<br />(ill
<br />ffifinr 11ja
<br />,
<br />MIME
<br />21
<br />JW4
<br />cy's
<br />1
<br />1
<br />2
<br />it
<br />zA
<br />","Kamm:
<br />jj
<br />LU
<br />3:
<br />;1U
<br />IU
<br />x
<br />1. S"MMMOHMIMMNMMMLOWAMSMSOAMOKAWCOMOMTMCFMOUWM
<br />CON0171ONSATTOPORSUrrOm "Aft U!"arris LEM TWAIMM Mono M UKE Asyn w wr
<br />ACCB%ABLE
<br />2.
<br />MPBCFVN M0tWnk3WQMTM AIML
<br />3, swcLoSiReSBeQ=wPMALtBWLD=MMNTSIRTAUE*KNF. WtffAE$I0E040*E$AWWT
<br />UM WM KMMR WAJkTVW aAMMOKS, KWOteD SMARa" M"GIASSSNAILE9 PER DITARr
<br />4.
<br />Mvemse ILVOR62voc
<br />S. MWS KAYSPM W HNNUM V%00 ONE (I)OF
<br />iQ1
<br />X V SA. SWORALKORTOR
<br />ftACHEHESCR1NTMWWWkH=
<br />WIP14 MR &WAEREREDW002W
<br />"9000
<br />r
<br />an parog 1*111�
<br />-�
<br />SMD W1 WAS"EFAD
<br />00
<br />(W= 0 nw 0-c
<br />0
<br />100
<br />PANE)
<br />#
<br />boym NOLW
<br />TvK AS
<br />(OON01 TWE AS
<br />aWXr(K AS RtqP
<br />DIOZ MNSLW&M01ma
<br />No=,
<br />SPACM0FHALFTJ*
<br />VA"GIVINIMANOA00
<br />15-2394
<br />0
<br />011111911KE"Malft
<br />EGRESS
<br />MIA'STENrNG
<br />PANEL DL-7AM
<br />NAL IKERIOR F651ENING
<br />DETAIL
<br />L
<br />ANCHOR SPACING SCHEDULE:
<br />22 GAUGE PAWLS; PANEL FASTENERS 0 I2.S'O-C
<br />M
<br />MMEEWMIMMEMimna
<br />EllauxammumEma
<br />L-AA
<br />Im
<br />air
<br />Emma
<br />MIMMMM
<br />M
<br />ro
<br />Emm"
<br />1�
<br />MR/o
<br />/010/
<br />�mli
<br />�11"71��,��;,�ll"�l�ll,�,�,�',��;,�flll-l�l�l�l,�'ll,��,,�,?11"�,f�
<br />gag,
<br />gg/
<br />M
<br />Mat
<br />///X;
<br />0EMMKMMVERM1EW1N2M2MW�M�M
<br />Emm"arwrMomy
<br />7
<br />HUMMMEEM
<br />ant"
<br />EMMEEMIMMOKEIREUMMM
<br />EMORUAMMU
<br />9"a&w"ru
<br />MIUM
<br />ozr*m-
<br />HEN"
<br />, IS
<br />maim
<br />�mmmammm
<br />3/4" EDGE DMIARi
<br />MAX Dan"
<br />ANCHM PRESFAM
<br />TVPE (Pw)
<br />SPAN UP TO 5`4r
<br />SPANUPMW-r
<br />SPANUPTDIT�r
<br />w MR TV-"
<br />a a Q C4
<br />a a C3 C4
<br />CONN rf"
<br />C1 C2 C3 cx
<br />Mrx r 94M 33
<br />L" BMW 41
<br />0
<br />S2
<br />12.r
<br />L2.5'
<br />U-r
<br />IZ5'
<br />AL
<br />115.01'
<br />16.0"
<br />TiKo-
<br />164"
<br />mw
<br />16.0"
<br />16,0"
<br />�v--
<br />I&W
<br />lisp
<br />10.lr
<br />"*
<br />-F 7
<br />&V
<br />&I
<br />12.F
<br />LIN'
<br />171 -5r
<br />12X
<br />12-5-
<br />lf1cr
<br />16-0"
<br />j6:0-.
<br />l&0`
<br />16.W
<br />ico,
<br />143'
<br />r2-
<br />.0
<br />11.1'
<br />&3"
<br />7-v
<br />6X
<br />-FF
<br />4.8'
<br />16'
<br />12,5"
<br />-T
<br />27F
<br />12,V
<br />12,V
<br />I&W
<br />16,&'
<br />&
<br />T-F
<br />M(r
<br />16.0'
<br />0.0'
<br />10.1'
<br />-
<br />-i 3-
<br />9.01'
<br />7.9-
<br />Srr
<br />4.4'
<br />4
<br />-i7o
<br />3�9-1
<br />4"
<br />714 x -Tur 0416- 33
<br />WOW SCMEW 41
<br />48
<br />52
<br />70
<br />113-
<br />liv
<br />T6-F
<br />11r
<br />115.01
<br />=41
<br />7.(r
<br />12.7'
<br />ii-.w
<br />12.7
<br />ILY,
<br />12S,
<br />I&W13X
<br />Mo"
<br />15.0"
<br />liX
<br />10.4'
<br />i7-r
<br />115'
<br />12�5`
<br />6.w,
<br />16.00
<br />1&0'
<br />9--
<br />7.8'
<br />7.2'
<br />-
<br />s.Gp
<br />4.W
<br />4.4'
<br />--
<br />Lz-v
<br />12.5*
<br />12-S'
<br />16.cr
<br />16.0'
<br />Mlwrl
<br />6-v
<br />6.1�
<br />SW
<br />r
<br />lir
<br />16.0.
<br />7.61
<br />--g,
<br />1 35,
<br />its"
<br />gx
<br />sx
<br />r
<br />3:
<br />Vp x i-iw bow 33
<br />MEN131401104100%, 52
<br />70
<br />12.5.
<br />NUM-7
<br />12.7
<br />1011w,
<br />me,
<br />12-V
<br />i&V'
<br />7.4"
<br />b.91
<br />M
<br />12.5,
<br />16.611
<br />7.41
<br />IZ51�
<br />M(rl
<br />S.I`
<br />12.r
<br />706, x W bRaw 33
<br />ALL POU93 BRASS 41
<br />I-M
<br />40
<br />S2
<br />70
<br />12.S"
<br />16.01
<br />7x 12 T,
<br />IS_r
<br />&W
<br />6.25'
<br />10.
<br />-1r-
<br />6.61
<br />9" 12.5"
<br />1
<br />9AP,
<br />5.0" 5,25,
<br />10,7
<br />8,3"
<br />ILS"114.2""
<br />I
<br />S.r
<br />4.7r' C
<br />M*
<br />0.01
<br />6.2r
<br />100-30F
<br />-
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUTONLY PROVIDES
<br />I ENTERANCHMOR t-OULE'&AMDONPANr=LfASMERSPACI?iGTWOMSMSTRKTURE
<br />MATERIAL, & ANCHOR TIW� SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE MIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL To SHUTTER SPAN.SELECT
<br />CONNECTION TYPE USED ON APPROPRIATE MOUNTING COMMON (SEE MOUNTING DETAILS ON
<br />SKEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3. 'PANEL FASTENERS' ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />ff'-TRACK, STUDDED ANGLE, EM). USE 615'O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL 41- AND V-HEADERS (INCLUDING SUILDOUT CONDITIONS).
<br />4. ANCHORS SHALL BEINSTAILED IN ACCORDANCE WrTH MANLO%MRERS* R5COMMENDAUONS.
<br />S. HOLLOW BLOCK HOST STRUCTURE SHALL 00MR74 TO ASTM C90 KLOCK,
<br />6. MINIMUM EMBEDMENT SMALL BE AS NOTED IN ANCHOR SCHEDULE,
<br />7. MINLM[UM 04WOMENT AND EDGE DISTANCE "CLUDES STUCCO, FOAM, BRIM AND OTHER WALL
<br />FINMES. WALL FINISHES SHALL BE LIMITED TO 114MAX OR SHALLSE VERVIIJ) BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />8� CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />9, WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VW. FIELD
<br />-M WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />70 PLYWOOD IS ACCEPTABLE ONLY fOR SIDE CLOSURE PIECES,
<br />VERIFY THAT FASnNERS ARE INTO A0EQUA
<br />10. WHEREANCHORS FASTEN TO NARROW FACE OFSTUDFRAMING, BE LOCATEDIN
<br />CENTER OF NOMINAL 2- X 4- (MIN.) WOOD STLO (W EDGE DISTANCE is ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD MD SHALL BE 'SOUTHERN PINr 0-0.55 ORGREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD,
<br />II. PU40VABLE ANCHORS ARE. ELM PANELFIXTE, ALL -POINTS SOLID -SET & BRASS BUSHING.
<br />12. MACHINESCREWS SMALL HAVE W MINIMUM ENUAGMENTOFTHREADSINTOTHE BASE
<br />ANCHOR AND 10AY HAVE EITHER A PAN HEAD, TRtW HEW, OR WAFER MEW (SIDMALX BOLf) UAD,
<br />13. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDES STUOD) OR OTHER WALLMOSKM
<br />141=0="AIESANCKORCONDrrWNSWHIOtAAEROTAOCEPTAKEt$Ws.
<br />I& * DIRECT MOUNTING CONDITIONS.
<br />M UNIARINTERPOLATION IS NOT PERIHITTED FOR USE WITH IMANCHOR SCHEDULES LISTED ON
<br />THIS SHEET,
<br />go
<br />i
<br />02ij
<br />z
<br />:1.
<br />3:
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE RANKS; PAWL FASTENERS 0 12.5'O.0
<br />mmmmcw-
<br />m
<br />M�61.171
<br />17.1-7-
<br />i
<br />0-
<br />EMMM�MUMNIUMMM
<br />Una
<br />Em
<br />mmmmmm
<br />M
<br />4 -) =..;
<br />1
<br />W?WMW0�
<br />yffip//�
<br />1;.11'11111
<br />110/1
<br />mom
<br />V
<br />mmm��wr
<br />EMMMMUEEMMMA
<br />ANCHOR SPACING SCHEDULE:
<br />22 CAUSE PIMP S; PANEL PASTSIM 0 &25'0.C-
<br />514wW-M
<br />F M-2
<br />sm
<br />r M
<br />U N
<br />'Well
<br />w
<br />Iffa
<br />"I'MINE
<br />M
<br />MM
<br />MMMMO
<br />��W'
<br />0f, ��M w
<br />FAM
<br />Wlft/l/N/P
<br />Hit"
<br />'92611
<br />-
<br />Ma
<br />P9.
<br />VA�msm
<br />am_
<br />11 ac
<br />jll
<br />rw
<br />3/41 9069 DUTANCIE
<br />ANCHOR P*ASFM
<br />TY" IMF)
<br />SPAN UP to 0-w
<br />smuplav-r
<br />SPAN UP TO 121-W
<br />CONN TV"
<br />Cl C2 C3 C4
<br />cam IV
<br />CI C2 C3 C4
<br />Cl C2 C3 C4
<br />X/41 x r EMBED 33
<br />LAGSCREN 41
<br />48
<br />r2
<br />70
<br />12.5'
<br />MOP
<br />160110.9'
<br />1201164'
<br />1601
<br />7�5"
<br />115"
<br />JMW
<br />MV
<br />6.r
<br />12.v,
<br />I&VI
<br />160
<br />1 Lar
<br />120
<br />116.0"
<br />Irw
<br />&V,
<br />12-r
<br />16m,
<br />14.81
<br />rcr
<br />L2.V
<br />160'
<br />MW
<br />7,5'
<br />12,V'
<br />1&(r
<br />14.r
<br />60'
<br />12.5"
<br />1&0"
<br />14.7"
<br />6.0"
<br />la.r
<br />mo,
<br />mo,
<br />tv
<br />i2s,
<br />i6.w
<br />14,r
<br />6.21 115-1
<br />ISM-
<br />14X
<br />6.0-
<br />11S!
<br />14.9114.71
<br />6.01
<br />11V
<br />16.0114.7"
<br />6.0" 12,5"
<br />Mo"
<br />14.7"
<br />4.0'
<br />T R-X-1-0� Emw 33
<br />41
<br />trwvx==W� S2
<br />To
<br />xz;r
<br />14.v
<br />w?
<br />ior
<br />UF
<br />I&V
<br />Iii.
<br />Tv av-
<br />10.
<br />LEW
<br />c
<br />L2-V
<br />161)'144'
<br />MWI6.0'
<br />9 '
<br />5Jr 12 S'
<br />I
<br />IZV
<br />16.0"
<br />11,1*
<br />&4' 12.5'
<br />I&V
<br />9,6'
<br />3.6' 12-3-
<br />ii, 7
<br />12ig'
<br />16.4'1
<br />94*
<br />SLe Mr
<br />I&V
<br />00
<br />SA" 12.V
<br />169'
<br />9.6'
<br />x t-vw Fww- 33
<br />TAPGW'OW 41
<br />40
<br />52
<br />70
<br />12.!r
<br />16.01160M
<br />Mr,
<br />160111.5.
<br />.
<br />1
<br />lo_-
<br />12.5'
<br />12.5'
<br />IAXIMI'WA
<br />Mir
<br />11-4'100A
<br />12,51116.0"19,r
<br />Mr
<br />s"
<br />9.21
<br />I li.(r
<br />9.1"
<br />12.5'
<br />145.v
<br />r
<br />9.1-
<br />*2.r
<br />;I$.&'
<br />1.0-V
<br />9a"
<br />M
<br />16
<br />9.
<br />MV.
<br />16.0'
<br />O.V
<br />12-7
<br />lfitr
<br />9,V
<br />v
<br />71liv. VT ME 33
<br />ALL PCOn SPASS 41
<br />VrOODBUSHING 48
<br />52
<br />* goo 70
<br />16.0-
<br />Be
<br />7-r V-W
<br />15.51
<br />COO,
<br />-R:E-
<br />IL2-R'
<br />-ff.-FRAV
<br />IW
<br />py.
<br />sq- mr
<br />12.S.
<br />4.9*
<br />5.29'
<br />50
<br />SA' &2V
<br />1.2.3"
<br />4X
<br />6.2s,
<br />11.5'
<br />T4,-r-
<br />S,&-
<br />;Fr-'UF
<br />12.3-
<br />4.r
<br />6.
<br />&25`
<br />T2.-r
<br />4,7'
<br />6.25,
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HISUM BUT ONLY PROVIDES
<br />MAKIMUMALLOWABLEANCHORSIACING, UVMMgWWIE"11"SAIID"ZMRIS)NIIICATED
<br />IN SPAN SCHEDULE SHALL APPLY
<br />7- ENTFA ANCHOR SCHEDULE BASED ON OANEL FASTENER SPACING, THE a=NG srwmm
<br />MATERIAL,&ANCHORTYPE, SELECT DESIGA LOAD GREWTER.THAN OR EQUALTO NEGATIVE DESIGN
<br />UMONSWTrLIRNmsaj!crspmomATEPIRWORMALIOSHVMSPWWLea
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHE" 2 FOR IDENTIFICATION OF CONNECTION TYM.
<br />I 'PAWL FASTENERS' ARE STUDS USED IN CCRUU*CfION WITH ALL MOUNTING SGRUSFONS
<br />CF-TRAMSTUDDWAWAM). USE &2VO.C� PANeLFASTENERSPACINGTABLEVALUES FOR
<br />ALL *Ml- AND IL01-HENDERS (INCLUDING BUILDOUT OONJDM"�
<br />4. ANCHORS SHALL B11NSTAUM INACCORDANCE WITH MANUFACTUREWFMCOMMSNDAIIOW�
<br />S, HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASM C90 KOCK.
<br />6. MU04UMMBEMENTStiALL5EASNOMU4AAKHORSCHEOULE.
<br />7. MINIMUM EMKMWT AND EDGE DISTA04CE EXCLUDES STVCCO� FOAM, BRIM AND OTHER WALL
<br />FINISH ES. WALL FINISHES $HALL BE WAITED TO V41 MAX ON SHALL BE VERMED BY OTHERS TO
<br />ADMUAMY TRANSFER LOADS TO HOST STRUCTURE.
<br />S, CONCRETE ANCHORS NNW HEREIN SMALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />WHERE EXISTING STRUCTURE IS WOOD FRAMMG, 001ING CONDITIONS MAYVAky. FIELD
<br />VERIFY -QUATE WOOD FRAMING MEMSEn, NOT PLYWOOD, FA NING
<br />TO PLYWOOD IS ACCEPTABLE ONLY MR SIDE CLOSURE PIECES.
<br />THATFASTENERSAREINTOADE STE
<br />10. WHERE ANCHORS, FASTWTO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL Z'X 4'(MIN.) WOW STUD (Y4* UDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE 'SOUTHERN FINE' G-0.55 OR GREATER DENSITY. LAS SCREW
<br />SHAII. HAVE PHILLIPS PArl HEAD OR HEX HEAD.
<br />11 REMOVABLE ANCHORS ARE, ELCO PANELAATE, ALL-POINTSSOLID-SET &BRASS BUSHING.
<br />12: MACHINE SCREWS SMALL HAVE IX MINIMUM ENGAMWENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK EDIT) UX0,
<br />13, MUMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES Sn4= Oft OTHERWALL F94SHE-%
<br />IA. SUN DESIGNATES AWJM IC014DMONS WHICH ARE NOT ACCEPTABLE USM
<br />M t DIRECT M0JNnNG CONDITIONS.
<br />IC NEAR DnERPOLAIM IS NOT PERMITTED MUM VIM THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHFET�
<br />3,f4" EDGE DWARCE
<br />MAX
<br />ANCHOR P012810,10
<br />Tv7E (PM
<br />SPAN _LIPTO W4r
<br />SPAN
<br />cl 0 C3 CA
<br />0 0
<br />Cl C2 Cs C4
<br />33
<br />LAGIRIMLSM 41
<br />48
<br />-
<br />710
<br />i2.r
<br />12.S'
<br />12.v
<br />-
<br />12-1?
<br />--.-AK"
<br />*1
<br />'16. 9!
<br />ic(r
<br />350r,
<br />6.0"
<br />LE
<br />16.0"
<br />Ler"
<br />7.S'
<br />IM2.5,
<br />12-r
<br />IZS'116.0"
<br />1&0"
<br />MIT'
<br />4-_1*'
<br />12-0"
<br />ILL"
<br />l"
<br />4.V'
<br />ag"
<br />Mr
<br />IlLr
<br />16.0"
<br />1601
<br />L.Ir 4a,
<br />Lr -3.1v
<br />12.5"
<br />161o,
<br />li.9"
<br />5.11
<br />12-51
<br />1601
<br />S.31
<br />316,
<br />IZS"
<br />15.61
<br />M,
<br />0
<br />8
<br />714 X -IVr DOW 33
<br />WOOO9ONw 41,
<br />49
<br />52
<br />70
<br />12.r
<br />-M-F
<br />160
<br />-aFBY-E-1-
<br />1&0'
<br />30.1"
<br />M.V
<br />IW
<br />11.4'
<br />7.0"
<br />12,5"
<br />MOr
<br />'A"
<br />12.T
<br />Mor
<br />113"
<br />12.9'
<br />16.0`1
<br />7.0-
<br />4Ar
<br />ILIV
<br />14�r
<br />LN
<br />L4"
<br />12.51
<br />161w,
<br />-
<br />rT-jX-
<br />-K-.
<br />4
<br />2T
<br />T
<br />g.
<br />- .
<br />i2s"
<br />1cw,
<br />7.r
<br />12.V
<br />14.W
<br />&4'1
<br />a.r�
<br />6.2ril"bal
<br />I.Y"
<br />3:
<br />214r X I-VO BeW 33
<br />70
<br />12.Z
<br />14LOl
<br />7�f
<br />12-r
<br />14,0`
<br />&27
<br />mew 33
<br />=HM2=115 41
<br />49
<br />7.
<br />12-S'
<br />6-w
<br />12-
<br />12.5'
<br />6"
<br />-
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TO ALL PFMM75 CERTIFIED HPM, BUT W&Y PROVIDES
<br />THE STRICTURE
<br />MATERIAL, & ANCHOR . MUECT DESIGN LOAD GREATER OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTIER AND allCr SPAN GREATER T14AN OR COUN-TO SHUTTER SFAKSRRCr
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COMMON tSEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFECAmON OF CONNECTION Type).
<br />3. 'PANEL FASMERS'ARE SIMS USED IN OOMNCnON WITH ALL MOUNTING EMUSIONS
<br />W-TRAMSTUMMARGLE.ETC.). USE &2V O.C- PAWL FASrENERKpACrptG TABLE VALUES Fop
<br />ALL -W- AND -U--HEADERS (INCLUDING BUILDOUr OMMIONS),
<br />4� ANCRORS MiALL BE INSTALLM IN ACCORDANCE WITH MANUFACTURERS! RECOMMENDATIONS.
<br />5� W-LOW BLOCK MST STRUCTURE SKALL CONFORM TO ASTM C90 BLOM
<br />6. MIMMUMEMSMI�"ffSKALLBEASNMMINANUM$a*WLE
<br />7� MINIMUM EMBEDMENT ANDEDGE DISTANCE EXCLUDES STIFOCO, POA^ effiCk, AND OTHER WALL
<br />INI!
<br />F SHES. WALL FINISHES SMALL BE LIMITED TO 1/4� MW OR SHALL BE VERIFIED EIYOTHERS TO
<br />ADEQUATELY IRANSRR LOADS TO MST STRUCTURE.
<br />S. CONCRETE ANCHM NOTED HIREIN SMALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />9. WHtMEXMMSTRUMREISWOOIDFRAWNr4,&'O$'rXNGOONDMONS?4gkYVAAY. FIELD
<br />VERIFY THATfASTEMERS ARE INTOADEQUAME WOOD MAKING MEMSE11% NOT KYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10, WHERCAWM"FXSTENTOWMWMaOrWWRAWtAg�FAS�ERSKAUSEtOCkTEDM
<br />CENTER OF NOMINAL 2- X 4- (Ml%) WOOD STUD 1%1 EDGE DISTANCE is ACCEPTABLE PON Wow
<br />P NE* G*-O�59 ORGRIATER DENSITY. LAG SCREW
<br />G'
<br />=NA
<br />11, REMOVABLE ANCHORS ARE, ELCO FANELMATE, ALL -POINTS SOLID -Sur a BRASS BUsWNG.
<br />IZ MACHINE SCREWS SMALL HAVE Ur MINIMUM ENGAGEMENT OF11,1READS VITO THE BASE
<br />ANCHOR AND 14AY RAVI EITHER A PAN WADI TRUSS HEAD� 'DR WAFTR HEW (SIDEWALK SOLT) UA�O.
<br />0. M04MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OROTHER WALL FINISHES.
<br />14. M DESIGNATES M40M CONDITIONS WHICH ARE NOT ACMPIRag usES.
<br />is, * OwamoumnuscoNorrIoNs
<br />16. LINEAR INTWYMA71QN IS NCFT PERMITTED FOR k;GE WTH THE ANCHOR SCHEMUS LJSTED ON
<br />THIS SHEET,
<br />r
<br />>
<br />c YIN
<br />My il 1,
<br />Mo I
<br />g!
<br />1
<br />if
<br />Uj
<br />1p, N -MEMN I
<br />ki 2
<br />14
<br />11
<br />?
<br />1A
<br />su
<br />0
<br />jj
<br />16
<br />r
<br />Pf
<br />c-
<br />>
<br />0
<br />(D
<br />2
<br />(D
<br />o
<br />-0
<br />C)
<br />(D
<br />0
<br />0
<br />LL.
<br />M
<br />0
<br />A��
<br />CU
<br />0
<br />>
<br />U)
<br />U)
<br />(D
<br />16-
<br />cp
<br />cu
<br />ZO
<br />0-
<br />cn
<br />(D
<br />(D
<br />c-
<br />U)
<br />0
<br />U)
<br />CD
<br />:3
<br />cz
<br />0
<br />L-
<br />0
<br />a)
<br />cv
<br />00
<br />Ljj
<br /><
<br />z
<br />2-7
<br /><
<br />SHEET NO.
<br />4M
<br />SHj
<br />
|