|
Pa�
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />2ga 24ga GALVANIZED STEEL STORM PANELS (NON-HVHZ)
<br />AR
<br />AS NOTED IN DESIGNI
<br />SCHEDULES
<br />WIDTH UNLIMITED
<br />(Pmp� TO PANELSPAN)_
<br />DESIGN NOTES:
<br />TYPE AS RWD)
<br />POSITIVIt AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SMALL BE DETERMINED PER
<br />SECTIONS
<br />SEPARATE ENGNEIS W E
<br />WINGNUTS FASTENED 0
<br />CHAPTER L609 OF THE BUILDING CODE FIFTH
<br />OVERLAPS 0 MIDSPAN (USE
<br />ALL BE LESS THAN OR TO THE
<br />po"1101 TIVF DESIGN
<br />APMOPRIAIr SPAN TAKE)
<br />)WIC
<br />'Ir
<br />GENERAL NOTES:
<br />1. THIS SPECIFICATION HAS BEEN DeSEGNIED AND SMALL BE
<br />1.6
<br />F" ED=N OUTS105orTHE
<br />INVESTMATEAND
<br />ssmm B=1
<br />rEq=rMyaLY-
<br />M"OMMONDAS kyw HEREM MAY
<br />Jj
<br />SITPISPECOTC66kLED
<br />Z N033-lf3�ADK)WMErNALLOWAWSWXSSti4SBEMLSMINTHL
<br />BOTTOM MOUNT
<br />MIS SYSTEM.
<br />3�� THEPA"c" OF
<br />SUPERSTRUCTURE wrtdff[CH DOSIGN IS ISM SMALL BE RESPONSIBLE
<br />FOR THE INTEGRITY OF AM SUPPORTING SWACMS TO "" DESIGN WHICH
<br />z
<br /><
<br />t a
<br />(CONN TYPE AS
<br />S
<br />4. S EVE 5 ssktw SHALL BE IRED IN
<br />0 1" LOADS Olt SPARS CONT
<br />HEREIN. CONTACT TAM FOR ALTERNATE SPAN CALCULKnONS AS
<br />n
<br />14AYB %IPM"MDETAUMMMMISQMMCANDOMNOTPWVM
<br />THREES
<br />I
<br />/1� TYPICAL VERTICAL. MOUNT ELEVATION
<br />S.
<br />INFORMATIONFORASPECIRCSITE,
<br />OR REMSTERED
<br />0
<br />ILT.S� ELEVATION
<br />PN`=Aa&1s="H&.ARE BASEDON MAXIMUM TESTED
<br />PRESSURES DIVIDED BY AL 1.5 SAFETY FACTOR.
<br />Z 10
<br />6 1
<br />SK,!LJ&0CSEnAMW 5I.WLEFS NOTED
<br />I MrA W
<br />WIS
<br />TMETRR M 70&6 ER a
<br />#
<br />(SPAN ABOVE
<br />-DESTRUCTION
<br />CORROSIDWRESISTANT MATERIAL AND $HALL COMPLY WITH -SPEaFICATIONS
<br />FOR ALUMINUM STRUC TURES' seciro"177 sYTHENtionitim Assoam-,
<br />reic�, ANOM LOCAL CODES�
<br />""
<br />SrUpCAI1eL&T=L,5TA
<br />& RM AN Be 22aOR 2 STEB, tomr OR
<br />PANELS SMALL CONFORM To ASTM A653
<br />& rwP 01 M 6 z 01%
<br />t
<br />I GALVMHZED COATEIG WITH A MINIMUM
<br />kr"A'LL kINNINUM, EXTRUSIONS SMALL BE 600-75 ALUMINUM ALICY,
<br />MLESS NOTED OTUEIMYW_
<br />10. TDP&SOTTOM DETAILS SHOWN %AYW1NTERCHANGED AS FIELD
<br />OXTAM MAY Be MOUNTED VERTICALLY OR
<br />XINETITONS PAN"
<br />TRW "All-Y AS
<br />OWED
<br />�OBSTRIJCTION
<br />(LOCATION MAYVARY)
<br />A= MENEM Smu BE eMKDM 10
<br />U*�MCKED ofty�
<br />MANUF �RJEC"DMM
<br />11h
<br />Iz THE ism 'to TE ZP",E&TALL
<br />S
<br />MOUNT
<br />H EMU 700 DESIGN AS
<br />ONLY, OF I" By 'etaL
<br />IES & SAVES THIS ENGINEER FMMR ALL &DAMACRS
<br />FEES RESULTING FROM MkTMAL
<br />.1k
<br />CONSTRUCTION PRACTICES BEYOND THAT
<br />WHICH 15 CALLED FOR BY LOU4 STATE, & FEDERAL CODES & P40M
<br />BOTT014 MOUNT CODNN
<br />(SPAN BELOW
<br />DEVIATIONS OF THIS PLAN.
<br />14, EXCEPI AS OWREQ TORAL
<br />RJR
<br />TYPE AS RE(rD) OBSTRUCTION)
<br />CERTIFICATIONS OR AFF AAjj=.ADDrr
<br />IRA�
<br />15� I I � I i: I i i i � 'M To
<br />PANELSMAY OPTIONAL YZ-20 STITCH
<br />of BOLTS WITH WASMERED
<br />%='. '
<br />P'
<br />EtORS
<br />THIS )COMM i IWATIOMMON
<br />L& ?AmwgiZk���tA6�imwroiAMML4MOF(I)LAAM
<br />PIR EVERY 3 Ma
<br />gmaw�pw RIL
<br />15-2394
<br />AlErl WINGNUTS FASTENED 0
<br />ZVOLLOWITHOINFORMATIOW,
<br />ALL Mesffurtm" GLASS
<br />OVERLAPS 0 MIDSPAN (USE
<br />APPROPMTE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />r2-"N (NOTCHED PANELSJ
<br />ALLOWABLE PANEL ALLOWABLE PANEL
<br />SPAN SCHEDULE: SPAN SCHEDULE:
<br />24 GAU8 BE PANELS xAUGE PA14ELS
<br />22 C
<br />i. ENTER WN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD & PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN, SCHEDULE IS AOMEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS
<br />Z "PANEL FASTENEW ME STUDS USED IN
<br />CONIUWTION WITH ALL MOUNTING EXTRUSIONS
<br />cr-TRAcK, snKOED AWSLE, FTC.T USE 6.25'
<br />O.0 PANEL FASTENER SPACING TABLENALLIES FOR
<br />ALL 'H- AND �U'-HEAOM (INCIIJOING BUILD OUT
<br />CONOnTow).
<br />2K LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE k0a HIGHER LOAD.
<br />ANCHOR SPACING SCHEDULE:
<br />22 GAIKIE PANELS, PANEL FASTENERS 0 &2S' O�C
<br />Exam
<br />M
<br />Mmmom.ffill
<br />M"2
<br />Mmmmmm
<br />Emmummmnalmmm
<br />En
<br />mmmmmulnooffl
<br />rffl�P�,/00,mv
<br />-0
<br />o10A1,MQR-",
<br />0�0
<br />�1111MWlMlffi
<br />/oioi
<br />EMMMMMIM
<br />�=101.!Pfpnf
<br />KEEM
<br />MFMIMIMI_�O
<br />MAMMZKWOENIM�M
<br />Ming/
<br />01,�f
<br />WIN
<br />GLASS SEPARATION
<br />SCHEDULE,-
<br />74 GAME PANELS
<br />MINIMUM STOW PANa SEPARATION FROM MASS
<br />(WIND ZONE 4 It ESSENTIAL FACRITIES)
<br />POSITTYR
<br />Kwt4um
<br />INGrALLATioNs INSTALLATIONS
<br />DESIGN
<br />PANEL
<br />LESS THAN 3W GRFATEkTHAN 3V
<br />PRESSURE
<br />SPAN
<br />ABOVE GRADE ABOVE GRADE
<br />(PSF)
<br />6'.0"
<br />+30
<br />Ity-O"
<br />2.29'
<br />"s 3.68,
<br />L22'
<br />+40
<br />W-el
<br />7.05-1,90-
<br />1.851 3.03'
<br />-7.
<br />.85
<br />7.$S" 2,12'
<br />+50
<br />7.65, 2,63
<br />61-VI
<br />-79" 33,
<br />2,35
<br />1.39'
<br />-8� 2.13"
<br />6,:F-
<br />1AS � _
<br />7'4'
<br />7.8Z"
<br />+90
<br />61-11,
<br />7.85 89.1
<br />1-56'
<br />+100
<br />lil'i�
<br />7.85" LaL
<br />GLASS SEPARATION
<br />SCHEDULE:
<br />22 GAUGE PANELS
<br />i
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />(WIND ZONE 4 & ESSSaTTLAL FACILITIES)
<br />POSTIWE
<br />DMON
<br />PRESSURE
<br />tPSF)
<br />MAXIMUM
<br />RANK
<br />SPAN
<br />INSTALLATIONS
<br />LESS THAN 30'
<br />ABOVE GRADE
<br />INSTALLATIONS I
<br />GREATER TRW ZV 1
<br />ADD
<br />+30
<br />+40
<br />1.13"
<br />1.44"
<br />5-951,
<br />1.84 i
<br />fiw-
<br />!L85
<br />SAS
<br />--sa-s --
<br />1.17,
<br />V-61
<br />I's
<br />1.59,
<br />2.12'
<br />S.8s
<br />+60
<br />v
<br />5.05
<br />1.0
<br />t,
<br />!oi
<br />1.74,
<br />6y-oo
<br />sx5
<br />SAS
<br />3.991,
<br />1.26'
<br />W-V
<br />- . 5.85"
<br />1.89 1�
<br />Z68'
<br />5.85.�
<br />3.54"
<br />+70
<br />5.85-
<br />1.311,
<br />81-61
<br />S.85"
<br />2,03'
<br />3.17'
<br />+80
<br />135"_
<br />_-L-2-1
<br />_-Ass _"
<br />$IS
<br />2.181
<br />5185
<br />7".
<br />+90
<br />SAS
<br />1,39
<br />81-v
<br />SIBS"
<br />- V-F
<br />1 5. as
<br />+100
<br />5.85"
<br />Iol
<br />8'-7"
<br />185"
<br />GLASS SEPARATION NOTES:
<br />L ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />Z SCHEDULE IS REQUIRED FOR USE WITH POSITM LOAM ONLY
<br />zNwRmLATIoN u-TweEN LOADS is ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />1 FOP, WTALLATIONS OUTSIDE OF THE MVHZ AND OUTSIDE OF ESSENTIAL
<br />FACHSTIES IN ASTM WIND ZONES I THROU43H 3 THE QLASS SEPARATION
<br />SCHEDULE ISS NOT REQUIRED AND NO MIND" FROM THE
<br />I PROTECTED OPENM Ls MUIRED,
<br />MAX 0=01 SPAN w To W-W wl�" juw-lr III up TV 147�w
<br />ANCHOR PRESSURE ago Ty" Do" iw_m "BE
<br />I ,
<br />TM (Pan
<br />I ci C2 C3 0 a C2 C3 " C1 C2 C3 C4
<br />i1v x r Emem 33 124' 16,WICO" LOA' ITS' 1&0" 160 74' 12,V I.S.IP 12.9
<br />S§
<br />FIF I Co. � ILS* iKf Y&F Y4-.I' _V1_ _11-V
<br />w SCREW 41 _xilp" 4,
<br />48 ILS I " Lir 160 7.5' iFS-1 RF U76-1 12.5' 1&0" 8.r i 3.6"
<br />52 115- rh-- i&o- Kv 12.5- mr mr, 'r 12.5" 16.0" 74"
<br />70 1215, w 11'r &11 IZ51 16.0" 8.3" 1&, rLs, 15.Vl S.v
<br />*14XI�UVEMSED 33 12.5" LO' I&V IMI" 125' 1&0" 11.4" .0" ILS" 16.Ow ?A'
<br />WOOD SCREW AI 12,51 SO' 13.2' 8.1' 12.5' I&a" 9.r .61 12-r 16.01 6.3"
<br />48 �L&, NJ, io* Liz- iso" 7.9- a- a v T4-.ir
<br />vMMI11vomwit. $2 12.5' 6-RJEW _4!
<br />__.. 1- j. I - or
<br />�O 16.0- 7�r a 1;
<br />±!�4% 6.2s, imr 317,
<br />I o Lk
<br />114L.
<br />33 12-r ww1IS0§= tzvflw me* 12�5' 16.9' 7.4'
<br />12.9, 16.10r, I i2s, iev s.r
<br />VP.M7415W 70
<br />upGw*cFw 41 mr ifo" sr
<br />48 125' 1&0' 10� 12-V 16.0, 7A" 12.5' 1 I�
<br />12A, 1 !r
<br />12.5' 16.0' S-9, ZSM
<br />-
<br />70 12.7 ICU' IA' 12-91 141a, SA� 6.25" 9L61 51
<br />71ILe x Wr EMWO 33 MI-14re ex 4zsr, iw &W I
<br />ALL POWS 4 1 115" 160 6.6' LTS' t2.5' 4�S' 625, &W 11
<br />48 ILS' 1&4' 5,V &2r 73-
<br />WOOD
<br />52
<br />70 &2s, 110.6-13A. I 3�r 1&2s-1 7.r
<br />ANCHOR NOTES:
<br />ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HERRIA. Our ONLY PROVIDES
<br />MAXIMUMALLOWASUEANKHORSPACING. MAXIMUM ALLOWABLE SPANS AND PRE83SUREG INDICATED
<br />IN SPAN SO4EDULE SliALL APPLY.
<br />TaMI,&ANcHORTYP9. SELECTUMGN LOAD
<br />I ENTER ANCHOR SCHEDULE BASED ON PANEL. FASTENER SPACIK THE EXISTING STRUCTURE
<br />MA
<br />LOAD ON sHurrvRANos8.BcTspAN GRBNTeRTHANoReQuALTOSHU;TERSPAx.SEuEcr
<br />cowoc=N TYPE BASED ON APPROPRIATE NOMMOG cokontoti (SEE m0uoirms DETAILS ON
<br />SWEr 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />1 - PANEL FASYMOW ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(-F--TRACK, STUDDED ARGUE, ETC.)� USE 6,27 O.Q RANMIASTENER, SPACING TABLE VALUES FOP.
<br />ALL -h-- AND -U-HEADERS ONCUWING BURDOUT CONDITIM).
<br />4. ANCHOSS SHALL BE INSTALLED IN ACCORDANCE WITH MARLIFACTUIRERS' RECOMMENOATIONS�
<br />5. HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM C90 BLOCK.
<br />6 MINIMUM EMBEOMEICISHAU. BE AS NOTED INANCHORSCHEDULE.
<br />7: KM1MUM EMBEDMENT` AND EDGE OISTAAICE EXCLUDES STUCCO, DINH, BRICK, AND OTHER WALL
<br />FMMHES�VMLLFWSHESSKALL13EUMrreDT0114'MA)CORSiAUDEVERtFIEDSYOTHMTO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
<br />9: ERE EXISTING STRUICTURE IS WOOD Emma, EXISTING ccmrrmw MAY vmwty.
<br />VERIFY THAT FASTERERS ME INTO ADEQUATE WOW FRAMING MB41US NOT PLYWOOD. FASTENING
<br />TO PLYWOOD is ACCEPTABLE ONLY MR SIDE CLOSURE fqeas�
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE Of STUD FRAMING, FASTENER SMALL BE LOCATED IN
<br />CWMOFNOMtNAL2'X4'(MN.)WOM,u,Zi�,�� ;'INSTANCE IS ACCEPTABLE MR WOOD
<br />FRAMING). WOOD STUD SMALL BE *SOUTHERN G-0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS FAN HEAD OP. HEX HEALL
<br />It* REMOVABLE AMMRS AREz ELCO PANELMATE, ALL -POINTS SOLID -SET & PASS BUSHING�
<br />12. MACHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGENIENT OFTHREADS INTOIREBASE
<br />ANCHOR AIM MAY HAVE EITHER A PAN HEAD, TRUSS MEEV, OR WAFER HEAD (SIDEWALK SDL:n U,N.0,
<br />23 MINIMUM r-Maeomewr AND EDGE DISTANCE EXCUIDES STUCCO OROTHOR WALL F[p9SHES.
<br />14: DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES,
<br />is.
<br />I& LINEAR iwwowm is NoTfERmrrMD FOR USE WITH THE ANCHOR SCHIECUES LISTED ON
<br />THIS SHEET.
<br />X: ?I
<br />Ln
<br />;z
<br />6
<br />Pf
<br />ILI
<br />29901- _2*2w
<br />2
<br />0.12S.- A IS GA
<br />120,
<br />�094` T _1 10", r TYPI TYP
<br />�Ow! 91
<br />L
<br />2,00w 2,00D- TYE.
<br />.02
<br />Ili* Iffy".
<br />(aw _11"M
<br />uI
<br />3 380" MAX V3�1 0 313'
<br />-rjrZ. 0,,376'
<br />C
<br />LJ 0=41 1) 35W 0
<br />2.001
<br />I 27� �Al�,
<br />00LO-OUT T" ZACK ANjr-
<br />Blt
<br />�3 Los
<br />14
<br />T
<br />@IL -All
<br />*I#WW DISTANCE
<br />_T"MoRvOkwvo
<br />//-,2,- MAX,
<br />MAX
<br />woo. /-axrgTm cuAGA==s==K 9 LLI
<br />co
<br />N7- - ;7� z
<br />"M �
<br />DISTANCE
<br />MAN Asw OR
<br />AWK AM= M MTV" # IV oz FOR oe" o� Lm nm On EMBED
<br />4r
<br />1-w ckcsm
<br />VArA M"AU 4
<br />&4AA60M
<br />3 820.
<br />E _w
<br />MA`C Ax,
<br />MINI
<br />N
<br />N4 A
<br />OPT
<br />Lsoir
<br />MIN.
<br />gig
<br />ML, i7x,
<br />-Am
<br />"-Room"
<br />2
<br />FEAR
<br />0 0 a R
<br />W
<br />N
<br />Na
<br />E 1
<br />Pf
<br />H
<br />I A
<br />"s"
<br />0"
<br />C�ZM_005`AT T01P"0_RB0_TTV_6MPANVL ^LENGT-HS
<br />ACCEPTA&E
<br />R==�M
<br />Mo=r,F
<br />SW no M
<br />3, SWE QOWRES RMMM M 044. BIRWOUT MOUWM M TASM AMM WHERE SEX OM4*S AM Nor
<br />useo wM OUADOOT Noutriw
<br />of PER DETAIL 1p
<br />4, TAWX- APKXS TO BUT sOrRwrMpMkt
<br />WTOERS * 32,V OR 61r O.0
<br />S, Fmas MY SPAN w Mm" usffio ONE (1) or Ise OpnMAL TOP oksanOM awimms PER
<br />-rX USM AW PIOUWF04 COMIMON S"N MTHM MAWINW.
<br />OKM#% (PER DETAIL
<br />L OPTIONAL INTERIQR FA, ENINGDETAIL
<br />;_ - .5T
<br />ANCHOR SPACING SCHEDULE:
<br />22 GAUGE PANELS; PANEL fAST91ERS 0 12.5'0�C
<br />MM711_0
<br />M
<br />MEM
<br />rlm
<br />DOME"
<br />-
<br />I'Mumm,
<br />I
<br />Am
<br />El
<br />'y
<br />Dun
<br />wy/110/40
<br />w/00"'MR/w,
<br />___v
<br />�;,Wleffifl
<br />IMEMUS/11
<br />VeIll
<br />MEM
<br />IN 0, UK I r/ NMI'
<br />wo //,///
<br />mmmoar/M/0
<br />KEN 3/00/1"aly/Mol
<br />9
<br />�cmzm
<br />OEM
<br />Imsmamiucamm
<br />...........
<br />MEMIM2
<br />MEE
<br />I
<br />1001
<br />/40'
<br />/,1ASrPAWtVWAUW
<br />FROM INTEAM
<br />ENT
<br />NEL-
<br />14�20 x r SA. StPtWALKaOcrqA
<br />kA04INE SCREW THRU W DIAL HM
<br />W(FKWffAWAWfftEOWIMGNW
<br />Wswa Ack
<br />(C*NNTvffAs
<br />QMONAL EGRESS PANE� DETAIL
<br />I ICIR FASTENING
<br />2/4' EEM' E bXSTAMrff It
<br />sm Up To F-e
<br />spAu tip m w-ir
<br />I sroupwiz-r
<br />IMMM.
<br />CI C2 C3 cl
<br />00"'Ey"
<br />C1 C2 C3 V4
<br />i CRON" rRv
<br />C1 C2 C3 C4
<br />ze
<br />ANCHOR PRESSURE
<br />TYPE (PSO
<br />,
<br />I IF
<br />S.r
<br />�AG SCREN
<br />1215'
<br />ICE`
<br />Mir
<br />w
<br />12$1
<br />L&WIL4.1'
<br />u-,
<br />-
<br />1 iKZ64
<br />40
<br />IF
<br />lw;�
<br />1W
<br />7�W'
<br />IZ�5r
<br />160
<br />9�311
<br />CO'
<br />�2
<br />my,
<br />Ic
<br />mol
<br />mr
<br />mr
<br />lItor
<br />11.11
<br />4-fr
<br />12 Z
<br />11 B, (�r
<br />9,0"
<br />3�9-
<br />70
<br />1M,laL
<br />-
<br />� I
<br />1 -
<br />11
<br />16-
<br />ex
<br />30
<br />12.5-
<br />1610,
<br />711-4 Ti,_WiF HOW $3
<br />L21VI
<br />talo"i
<br />islo,
<br />1O.V1
<br />1215'
<br />_.O-
<br />1610o
<br />ILA'
<br />11.5'
<br />ifilo'
<br />12.T
<br />I63Y`I3a-:
<br />&1-
<br />12.5-
<br />I&Cr
<br />9p.r
<br />12-V
<br />16,0"
<br />WOOD SCARW 41
<br />48
<br />1114r"
<br />L04"
<br />11,4VI
<br />1.0-
<br />MY
<br />ISM"
<br />7.8"
<br />117
<br />16 O&M
<br />&P
<br />52
<br />70
<br />AM-1
<br />12s,
<br />1&0
<br />1&0"
<br />10.4-16.4-
<br />7.8"14.8-
<br />12.5�-
<br />12.S`
<br />1&0`
<br />-
<br />1*AF
<br />7.2-
<br />f"
<br />-9.-
<br />121s,
<br />12..
<br />ISO*
<br />14,2"
<br />SIr
<br />S�2*'
<br />W x 1-1/4* SiSM 33
<br />146'
<br />1&0"
<br />12.V
<br />160111"',
<br />:1
<br />41
<br />Z",
<br />12.5'
<br />16.0"183'
<br />12,Y
<br />16.0q
<br />&27
<br />48
<br />52
<br />121v
<br />160
<br />ISAP
<br />r
<br />12�5"
<br />LIZ,
<br />is.9"I
<br />&S,
<br />Iz.v
<br />1&0"
<br />12.Vl
<br />M311
<br />5�61
<br />izv
<br />if.81
<br />7�4.
<br />yi. r
<br />it S"
<br />4.V'
<br />WM
<br />7-3
<br />lilt' x W uqwD 33
<br />1
<br />6.
<br />111
<br />12.S'
<br />-
<br />ALL POINTS BRASS 41
<br />WOW SLS�m 44
<br />S2
<br />R-S!
<br />!S_w1
<br />'IT
<br />71--1
<br />a r
<br />I,'
<br />4 Y'
<br />t
<br />ff
<br />i
<br />47, 44.25
<br />3.w
<br />Is' 1
<br />jbJvjO&'
<br />1. MCHOrtSCHMULEAMUESTOAUPRODUC-,SaRlTRWHeMNWTV&YMOVU*S
<br />MAXIMUM ALLOWABLE ANCHOR SPACTNG� MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN $PAN SCHEDULE SHALL APPLY.
<br />ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />2.
<br />LOAD ON SHUTTER AND SSI.Ecr SPAM GREATER THAN OR EQUAL TO SHUTTER SAUCSELEcT
<br />MATERIAL, 8, ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEZATIVE OM94
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION Of CONNECTION TYPE)�
<br />3- 'PANKFASTENM'ARE STLIDS USED IN CONJUNCTION WTTH ALL MOUNTING ExTRMous
<br />rF`-TRAM STUDDED ANGLE, EM)� USE 6,2S'O,r- PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL -H� AND -U-4iEADERS (INCLUDING MILDOUt CONDITIONS).
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENOXTIONS,
<br />S. HOLLOW BLOCK HOST STRUMRE SMALL CONFORM TO ASTM C90 BLOCK,
<br />MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7. MINIMUM GMENT AND EDGE DISTANCE EXCLUDES STUCQD, FOAM, SPJCK� AND OTHER WALL
<br />FINISHES� WALL RNS"ESSRALLIkELIMITEDTO IW MAXORSHALLSEVERB-JED BYCTMERSTO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE,
<br />CONCRETE ANCHORS NOTED HEREIN SMALL BE EMBEDDED TO UNL-CRACKED CONCRETE ONLY.
<br />9. WHERE DUSTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS KAY VA^ FIELD
<br />To
<br />10'' VMERIE ANCHORS FASTEN TO NARRROW FACE 0 STUD F FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2� X 4- (MIN.) WOOD STUD (V EDGE OuStANCE IS ACCEPTABLE FOR WOOD
<br />F RAMING), WOOD STUD SHALL BE `SOUTHERN PINE` G-0,55 OR GREATER DEMGIY� LAG SCREW
<br />SMALL HAVE PHILLIPS PAN HEAD OR KEK HEAD,
<br />1L REMOVABLE ANCHORS ARE- EUCO PANELMATE, ALL -POINTS SOUD-SET & BRASS SUSHM.
<br />i2� MACHINE SCREWS SHALL HAvE 3Jr MIMMIM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN WAD, TRUSS HEA% OR WAFER HEAD (SIDEWALK BDLT) U�ALO,
<br />13� MINIMUM EMBITIMM AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL Masovs�
<br />14 M DESIGNATES ANCHOR CONDITIONS VOUCH ARE NOT ACCEPTABLE USES,
<br />is: DIRECT MOUNTING CoNomow.
<br />IC LINGAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE AN04OR SCHWULES LISTED ON
<br />'qqS SHEEI�
<br />-1 So
<br />2
<br />A
<br />Be
<br />- J�j
<br />>
<br />t
<br /><
<br />W12149R.Irm
<br />I,
<br />A
<br />a
<br />Ox
<br />Eli, .1, 1
<br />j
<br />99
<br />w ii i � r.,
<br />.6
<br />ILI
<br /><
<br />®r
<br />No
<br />su.
<br />w"
<br />BBB-
<br />-----------
<br />r
<br />FS,,v
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANEI S; PAWL FASTENERS 0 12,V CLC
<br />OR
<br />migm
<br />MMEW
<br />IMAM,
<br />EEWEM�sffmm
<br />NEW
<br />MOM
<br />M
<br />Kom
<br />M
<br />11, __
<br />MUM
<br />MMMK32MM
<br />MGM
<br />Eum
<br />M
<br />E
<br />oma
<br />EM
<br />1
<br />MR
<br />IN
<br />ta
<br />MIZI.
<br />mmmam
<br />F///,; �VN WI/
<br />VIRM; �� 011411
<br />RM/l
<br />WON, 011111
<br />rMi MOM r/0,
<br />MHOMM/
<br />el,11111ROM
<br />�00MR/M
<br />M/
<br />ff-/////
<br />M
<br />wo/w/01
<br />wo N
<br />MEA
<br />M
<br />wo
<br />N1i'
<br />/11r,111'
<br />wu
<br />EMI
<br />1011/0
<br />I
<br />1/0 011%
<br />5=11RIIIXIIIAIVURA'
<br />-
<br />a I
<br />W11111111"
<br />010111111111,
<br />MR
<br />M
<br />ECIEWKMI�fflacku
<br />Y,
<br />flff�r1vFc7wM
<br />PIMKM
<br />By=
<br />uamamrw
<br />M
<br />KMEMEM
<br />URNEMMMUM
<br />PORI
<br />Knammm
<br />vmmmm
<br />M
<br />.
<br />02
<br />"K
<br />IFITA
<br />MEN
<br />Rafflumumma
<br />9109"Mo
<br />NEW
<br />no
<br />ANCHOR SPACING SCHEDULE:
<br />22 GAUGE PANELS; PANEL MSTININFIS 0 &2S'O.0
<br />WA-0
<br />SIT2,117i
<br />c
<br />mor. M.
<br />MMEWMaMMEM
<br />REMIMMME031E
<br />- ,
<br />0"MMMIMMUMMMMEUMMEM
<br />MWOMMEN
<br />MOB/
<br />W0114
<br />NN/
<br />I
<br />1
<br />auffaVy/W/Mol/
<br />REEAMMEM
<br />nano
<br />mmoliffim
<br />EMINM
<br />M
<br />INMEW
<br />3/4* 1061E DnTANCE
<br />lux beam
<br />ANCHOR
<br />TYPE
<br />1141 x 21 VOW 33
<br />LAG SCREW 41
<br />49
<br />52
<br />70
<br />SPAN, UP TO W-01
<br />SEAN tpp 70 V�r
<br />SPAN LIP 10 12'-Ir
<br />COM r.1v9
<br />(n C2 C3 C4
<br />COMPIrm
<br />C1 C2 CS C4
<br />cloplit 10
<br />ci C2 C4
<br />IZS'
<br />16!W
<br />16,0'
<br />12!r
<br />160
<br />IS.Cr
<br />6.1"
<br />12--r
<br />16�W
<br />14.Vl
<br />60-
<br />12,v
<br />mcr
<br />iccr
<br />12�5`
<br />1Swj1*x
<br />6.0"
<br />12-,r
<br />Mw
<br />_1
<br />6.0'
<br />12's.
<br />1&T
<br />16.w
<br />6,9-
<br />12'r
<br />N.W,
<br />12.y,
<br />16x.
<br />.1.4-7
<br />12.Y'
<br />1&0"
<br />14.r
<br />&0*
<br />125'
<br />I&Ar�14.7'
<br />&0'
<br />1ZS'
<br />16.0'
<br />14.r
<br />6.0'
<br />#14 � I 21r OWU 33
<br />WOOO SCREW 41
<br />48
<br />52
<br />70
<br />U
<br />41
<br />48
<br />52
<br />70
<br />-
<br />1 ;5. 5-
<br />670--
<br />T
<br />-1&-cr
<br />WV
<br />!L5-
<br />icv�
<br />I L 1
<br />7.0-
<br />tzr
<br />wr
<br />Mr
<br />IZS'
<br />IZS"
<br />uir
<br />izp-
<br />i-fiE
<br />-16.0'
<br />ICir
<br />mv
<br />164,
<br />L4_r
<br />12,0'
<br />IIA"
<br />S�46*
<br />ICO�
<br />At-, A-51
<br />7,0' MV
<br />6A* 12,5'
<br />sw, Izr
<br />ur
<br />A�t
<br />I&W
<br />160
<br />I&W
<br />16,cr
<br />9.7- _S:qj
<br />9.6' Se
<br />90 S,6'
<br />�KS,
<br />ILV
<br />17.5'
<br />120
<br />I IZV
<br />12's-
<br />12s,
<br />1&0`
<br />1&0*
<br />16&'
<br />"
<br />Ifi.Fi
<br />9.7-
<br />90
<br />SJr
<br />9.1p
<br />16_.w
<br />- I __
<br />mr
<br />16.v
<br />12.s-
<br />-jE,v-
<br />12--.SSr'
<br />1107
<br />T1S.(Gr
<br />SIA'
<br />12.
<br />1,
<br />_12X
<br />9 X
<br />16.0w
<br />it-.-,
<br />ter"
<br />4a.
<br />12-s'
<br />i2_51
<br />16
<br />115.vi
<br />9.r
<br />9.V
<br />12.S"
<br />mcr
<br />9.
<br />L14-116.rr
<br />W-4e x Sir Hem �33
<br />ALL KUNTS BRASS 41,
<br />WOOD Btst" 48
<br />52
<br />70
<br />J12.5,
<br />1601
<br />ev
<br />14s,
<br />mv
<br />so,
<br />L2,5'
<br />12.S"
<br />1&0'
<br />71w
<br />120,
<br />ar
<br />IZS"
<br />6.
<br />12.51,
<br />I 625"JILrI
<br />4�7-
<br />j 4,1r
<br />16.25-JI2.3-14,7",
<br />:.2v
<br />.29'
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDUU APPLIES TO ALL PRODUCTS CERTIFIED "ERM BUT ONLY PW�
<br />I%Nxamm ALLOWABLE ANCHOR SPACING, PMUMM ALLOVOOM SPARS AND PRESSURES INDICATED
<br />IN SPAM SCHEDULE SKALLAPPLY i
<br />2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING SMUCIFURE
<br />MATERIAL,&ANCHORTYPE� SELECTDESIGN LOAD GREATER THAN OREQUALTOMEGATIVE DESIGN
<br />LOAD ON SHUrTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN-10-ECT
<br />CONNECTION TYPE BASED ON APFROPRIA71F MOUNTING CONDITION (SEE WINTUPO DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION of aDwNwno*Tym,
<br />3 'PAWL FASTMEW ARE STUDS USED IN COWUNCTION WITH ALL WoWNTING EXTRUSIONS
<br />jrrIR40(� STUDDED ANGIE, Mj� USE 6,2$- O.C� PANEL FASIEN[M SPACING TABLE VALUES FOR
<br />-
<br />ALL 'H*- AND 'LP-,4EAOERS (INCLUDING BURDOUT CONDMONS�
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE ViITH MANUFACTURERS' MCOMMEMI)A'170W�
<br />S, HOLLOW BLOM MOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK.
<br />C MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7. MINIMUM EMBEDMENT AND E0612 OLSTAACC EXCLUOrS STUCCO, FOAM, WJM AND OTHER WALL
<br />ffh(SMeS. WALL FINISHES SHALL BE LIMITED TO 1/41 MAX OR SMALL BE VERIFIED BY DMEAS TO
<br />ADEQUATELY TRANSFER LOADS TO MOST STRUCTURE�
<br />& CONCRETE ANCHM NOTED HEJ%EIN SMALL OF EMBEDDED TO UN -CRACKED CONCRETE CNLY�
<br />WKMEXLMNGSTRUCTMISWOODMMIN(�,Oa,-MGODWnUMMAYVARY FIELD
<br />VERIFY THATFASTENERS ARE INTO ADEQUATE WOOD BRAKING MEMBERS, NDT PLYWOOD, FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY MR SIDE QjDSURB PIECES�
<br />10. WHERE ANCHORS FASTFATO NARROW FACE OF STUD FRAKDO, FASTENEASHALLSE LOCATED IN
<br />CUM OF PP=AL 2* X xe DISTANCE IS ACCEPTABLE FOR WOW
<br />(Z COG
<br />FRAMING)� W STUD S=)=j:DpINE' G�O.SS OIL GRE0TER DENSITY. LAG SCREW
<br />$HALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />It U40VABLE ANCHORS; ARE: ELCO PANELMATE, ALL-POWTS SDLID-SET & BRASS BUSHING,
<br />12: MACHINE SCREWS SHALL HAVE Ilr MMMUM VaAGEMENTOFTHREADS INTO TIE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLO V,&O.
<br />13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINTSHES,
<br />m iM DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES,
<br />M * GINS T=%�
<br />LiNt CW
<br />Ag V Lon IS IT
<br />S. J�� D FOR USE WITH THE ANCHOR SCHkWILEt, LISTED ON
<br />THISSHEET,
<br />a/4" IDGII aWrAIUM
<br />MAX OBSION
<br />oRt$viu
<br />T 6
<br />owim
<br />CI C2 C3 C4
<br />QQMNTY"
<br />CI C4
<br />COMCrrP9
<br />C1 CZ CI C4
<br />LAG ScAeff 41
<br />48
<br />IzS1
<br />�6__01
<br />16.V
<br />LV
<br />I
<br />IF 4�
<br />LIA'
<br />_12--sL
<br />IS.W
<br />AW
<br />AfiPr
<br />11!�.
<br />Y
<br />w
<br />12's.
<br />wir
<br />L, F
<br />_4'. F"
<br />Mr
<br />1&0"
<br />7.e 3,r
<br />#14. 1-ur 33
<br />'Vow SCREW 41
<br />48
<br />52
<br />70
<br />115"
<br />�T'
<br />12.5"
<br />161ir
<br />Az
<br />16.V
<br />14401
<br />iir
<br />llix
<br />103'
<br />12,5'
<br />12.r
<br />12.r
<br />1&0"
<br />1&0"
<br />I&V
<br />1,4'
<br />2'
<br />.91
<br />12.,V,
<br />i�c_ir
<br />14,r
<br />7XI
<br />E,
<br />S.e
<br />12.V
<br />x2s*
<br />Lcir
<br />6.v
<br />11%v
<br />7.81
<br />12�5'
<br />I&Q,
<br />14.r
<br />A`
<br />6.25'
<br />10�1'
<br />3.Y'
<br />IJAP x IAPe EMM 33
<br />1 41
<br />TAP GRIP
<br />48
<br />ammolmomom Iiz
<br />70
<br />-.twk,
<br />-!Lr
<br />wr
<br />itco.
<br />is.s.
<br />176.
<br />12.5,
<br />LEV
<br />1 -kr
<br />NF
<br />-&r
<br />1
<br />16xl
<br />SIV
<br />mr'ica,
<br />:12.1
<br />a
<br />ISf
<br />to. r
<br />9.91
<br />IZr
<br />12.r
<br />1CIr
<br />i&r
<br />7-4'
<br />cr
<br />12.5"
<br />r
<br />14.0'
<br />Fir
<br />5�1'
<br />4,r
<br />1.
<br />7,4"
<br />12�5'
<br />ITO"
<br />S.I*
<br />&1v
<br />qW,
<br />4S,
<br />7/16' x %w 33
<br />==15 41
<br />40
<br />52
<br />70
<br />I;Ls-
<br />116.0-
<br />&1-
<br />LZ�S"
<br />15.9*
<br />$.61
<br />6.2S'
<br />10.4r
<br />6.61
<br />12-r
<br />Izy,
<br />L.-P
<br />1 &wjIwj
<br />3.r 1
<br />ANCHOR NOTES'
<br />L ANCHOR SCHEDULE APPLIESTO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE AN04OR SPACING. MAXIMUM ALLOWABLE SPANS AM PRESSURES INOWAIM
<br />SPAN SCHEDULE SMALL APPLY
<br />4. ENTER ANCIVR$CHWULE BASED PR PANEL FASTIEHER SPACING, THE EXWTINS STPLKIURF
<br />MATERIAL, & ANCHOR TYPE. SELErT DESIGN LAO DREAMER THAN OR EQUAL TO NEGATM DESIGN
<br />PAN THAN TO SHUTTER SPAN-5ELECr
<br />CONNECTION TYPE BASED ON MOUNTM COINDITION (SEE MOUNTMGOETAILS ON
<br />smff 2 FOR IDERTIFicATIon OF CONNECTION TYPE).
<br />3, "PANEL FASTENEW ARE STUDS USED IN CONYUNCTION WITH ALL WUM14G EXTRUSIONS
<br />Or-TRACKSTUDDEOANAMEM). USE &2W� O.C� PANEL FASTENER SPACINGTABLE VALUES MR
<br />ALLH`- AND *U'-HEADM (INCLUDM KaMOUT CONDITIONS).
<br />4. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH KAA[UFACTURBRV RECOMIMENDAIIONS�
<br />S� HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM C90 BLOCK,
<br />6, MINIMUM EMBEDMENT SMALL BE AS NOTED IN ANCHOR SOHEDUILE.
<br />7. MINIMUM EMBEDMONTAND, WGE DISTANCE EXCLUDES STUCCO, FOAM� BRICK, AND MER WALL
<br />FINISHES. WALL FINISHES SHALL BE UNITED TO I/V MAX OR SHALLBE VERIFIED &YUMERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURL
<br />S. CONCRETE ANCHORS N0TPD HEREIN SHALL N EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />10, WMM ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SI-ALL BE LOCATED IN
<br />CENTER OF NOMINAL 2* X 4- (MIN-) WOOD SWO (y4* DISTANCE IS ACCEPTABLE FOR WOW
<br />FRAM04% WOOD STUD SHALL BE -SOUTDOEAN PfW G-MSS ON GREATER DBMW. LAG SCREW
<br />SHAU HAVE PHILLIP$ PAN HEAD OR HEX HEAD�
<br />It, REMOVABLE ANCHORS ARE: ELCO PAHEIMATE, AUL-POINT9 SOUD-SET S, BRASS SUS�O*G.
<br />IZ MACHINE SCREWS SMALL HAVE Ilr MINIMUM ENGASEMEINT OFTHREAM INTO THE BASE
<br />ANCHOR AND 14AY HAVE- EMU A PAN HEAD, TRUSS HEAD� OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
<br />Ll MINIMUM EMBEDMEW AND EDGE DISTANCE EXCLUDES STUCCO OROTHER WALL FINISHES.
<br />1* 00 DESIGMTES ANCHOR CONDITIONS WHICH Aft NOT ACCEPTABLE Usr$,
<br />15, DiNEcTmouRrINGcouirwis,
<br />16, LINEAR. INTERPOLATION IS NOT PERMITTED FORM WITH THE ANCHOR SCHEDULES USTEDON
<br />THIS SMEET.
<br /><
<br />Son
<br />tn
<br />% U)
<br />al ,
<br />In
<br />z
<br /><
<br />LLI
<br />1
<br />En
<br />w,118
<br />Z
<br />c-
<br />cn
<br />co
<br />cc]- =0 2
<br />-4--1 (D (D
<br />f; cp -cu u),
<br />0 0
<br />ca.
<br />0 LL
<br />0
<br />>
<br />-0 E= (D "o
<br />(D
<br />C/)
<br />U)
<br />c- cu 0
<br />U)
<br />cn
<br />(D
<br />>
<br />0
<br />(D
<br />40
<br />C)
<br />-10
<br />cu
<br />0
<br />0
<br />cn
<br />LLJ
<br />z
<br /><
<br />SHEET NO.
<br />SH
<br />1,6
<br />
|