|
ALL AMERICAN SHUTTERS AND GLASS
<br />22ga & 249a GALVANIZED STEEL STORM PANELS (NON-HVHZ)
<br />WIDTH
<br />(PERP. TO
<br />UN1]M'TED
<br />PANEL SFAM
<br />TOP MOUNT (COW
<br />TyP
<br />TYPE AS REQ'O)SECTIONS
<br />DPTIONA H WA STITCH
<br />DOLTS WITH WSMERED
<br />WIMGMJTS FASTENED •
<br />OVERLAPS 0 MIDSFAN (USE
<br />.+
<br />APPROPRIATE SPAN TA"
<br />JM.T.S.
<br />ELEVATION
<br />TOP NOWTYPE
<br />( AS �
<br />LHnn[
<br />(SPAN ABOVE
<br />POTTDM
<br />�OBSTRUCI[ON
<br />j
<br />a�[!
<br />(LOCATION MAY VARY)
<br />TOP F�NiT'
<br />AEQT1
<br />BOTTOM MOUNT (CONN
<br />111HBx
<br />(SPAN ■LAW
<br />TYPE AS REQ'D)
<br />OBSTRUCTION)
<br />PANELS NAY NOTCH®ES RE)lill®.
<br />OPTIONAL Yi -20 STITCH
<br />BOLTS WITH WA9RRED
<br />PROVIDED THAT CONNECTIONS AND
<br />ANCHORS ARE USED WHICH SATISFY
<br />YIHNfiNIJIS FASTENED O
<br />SPANS ABOVE a BELOW OBSTRUCTION.
<br />OVERLAPS O MSDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />z NOTCHED PANELS
<br />N.T.S.
<br />_
<br />REIJATON
<br />ALLOWABLE PANEL ALLOWABLE PANEL
<br />SPAN SCHEDULE: SPAN SCHEDULE:
<br />24 GAUGE PANELS 22 GAUGE PANELS
<br />SPAN 5GHEDULE NOTES:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD L PANEL FASTENER SPACING TO
<br />DETERMINE MA)QMM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE 5 ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. "PANEL FASTENERS" ARE STUDS USED IN
<br />UDMDUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('P-TRACX, STUDDED ANGLE. HSTC.), usE 42s
<br />D.C. PANEL FASTENER SPAYNG TABLE VAUESF
<br />DR
<br />ALL -H-- AND "U-41EADEIS (INCLUOM BUILD OUT
<br />CONDTTOW.
<br />3. LINEAR INTERPOLATION BETWEEN LOADS Is
<br />ACCEPTABLE. OTHERWISE USE NW HIGHER LOAD.
<br />ANCHOR SPACING SCHEDULE:
<br />22 GAIM PANELS; PANEL F14STEER9 O 6.25. O.C.
<br />GLASS SEPARATION
<br />SCHEDULE:
<br />u GAUGE PANELS
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />AS NOTED IN DESIGN
<br />SCHEDULES
<br />DESIGN NOTES:
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SMALL BE DETERMDED PER
<br />SEPARATE ENGINEERING IN ACCORDANCE wnm THE
<br />EEER*IS AS
<br />P Mir 11000 WITH ASC*E _110 AND
<br />CHAPTER IM OF THE FLORIDA BUILDING CODE FIFTH
<br />EDrnDN (2014}} SHALL BE LE56 THAN OR EQ1y�L TO THE
<br />POSITIVE OR NEGNITPAE DESIA4 FBGS�fRE GMAC[fY
<br />VANES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN,
<br />GENERAL NOTES:
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />(WIND ZONE 4 B ESSENTIAL FACILITIES)
<br />POSITIVE
<br />DESIGN
<br />PRESSURE
<br />(�
<br />PANE.
<br />SPAN
<br />INs7A.uTIa15
<br />THAN DE
<br />ANIOVE GRADE
<br />ABOVE
<br />INSTALtATONS
<br />GREATER THAN 3F
<br />ABOVE GRADE
<br />+30
<br />61-0"
<br />7.45 "
<br />1.17 `
<br />8' 6"
<br />7.85 "
<br />1.57 "
<br />_ 101-M
<br />7.85 "
<br />2.29 "
<br />1214E
<br />7.85 "
<br />3.66 "
<br />+40
<br />6'-4r
<br />7.85 "
<br />1.22 "
<br />8'-6"
<br />7.85 "
<br />1.901
<br />IC-S'
<br />TEES "
<br />3.43 "
<br />+50
<br />61-w
<br />7.65 "
<br />1.28
<br />a,-&*
<br />7.85 "
<br />2.12 "
<br />9W
<br />7.85E
<br />2. 33"
<br />+�
<br />W-0
<br />7.0 "
<br />1.33 •
<br />8'-6"
<br />7.85'
<br />2.35"
<br />+70
<br />6' W.
<br />7.8S "
<br />1.39 "
<br />T-1w
<br />7
<br />213 "
<br />+Bo
<br />T-v
<br />7.11-
<br />1w5
<br />7
<br />1.99 "
<br />+901.50
<br />"
<br />G-11"
<br />7.85 "
<br />1.89 "
<br />+300
<br />7.85 "
<br />1.56 .
<br />1-1
<br />7.05"
<br />IAA"
<br />GLASS SEPARATION
<br />SCHEDULE:
<br />22 GAUGE PANELS
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />(WOW ZONE 4 L ESSENTIAL F•ACNTIES)
<br />POSITIVE
<br />DESIGN
<br />PR<lRE
<br />(PSF)
<br />MAX MUM
<br />PANEL
<br />SPAN
<br />INSTALLATIONS
<br />LESS THAN 30'
<br />ABOVE GRADE
<br />OtTIALLATIONS
<br />GREATER THAN 37
<br />ABOVE GRADE
<br />+30
<br />6'-O`
<br />SAS"
<br />1.13 "
<br />8'b"
<br />IS
<br />1.84 ^
<br />17.8E
<br />585E
<br />3.16'
<br />+40
<br />V4-
<br />Sm "
<br />1.17'
<br />W-5'
<br />LOS •
<br />1.59"
<br />IO`-r
<br />5.85"
<br />2.1-2'
<br />12'-W
<br />Les"
<br />3.90 "
<br />+Sp
<br />6-01
<br />5.85"
<br />1 1.22'
<br />W-6"
<br />LOS "
<br />1.74 "
<br />i0-T
<br />5.85E
<br />2.40"
<br />17-1"
<br />5.85 "
<br />3.99 "
<br />+60
<br />W-W
<br />LDS-
<br />1.26'
<br />8'-W
<br />_ 5.65 "
<br />1.89 -
<br />IOF-o"
<br />Les "
<br />I" I
<br />5.85E
<br />3.54E
<br />+70
<br />6'-0'
<br />5.65 "
<br />1.31 `
<br />mom"
<br />Las "
<br />2.o3 -
<br />19-r
<br />5.95 "
<br />3.17'
<br />+Bo
<br />SAS"
<br />1.35 ^
<br />r-e
<br />5.85E
<br />LIS'
<br />V-r
<br />5.85"
<br />2.89'
<br />+90
<br />&Ar
<br />LBS"
<br />1.39E
<br />W-W
<br />5.85.
<br />Y4'
<br />`
<br />5.85+103
<br />2Ei6
<br />r-r
<br />5.85'
<br />2.53 E
<br />GLASS SEPARATION NOTES:
<br />L ENTER SPAN SCHEDULE WITH POSITIVE Or" LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY.
<br />I4TERvouTRXM BETWEEN LOADS LS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LDS.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACLMES IN ASTIR WILD ZONES 1 THROUGH 3, THE LASS SMMTDN
<br />SCHEDULE IS NWT REQUilm AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTS OPENING IS REQUIRED.
<br />3/4' ®SE DISTANCE
<br />ANCHOR
<br />srANWTV"
<br />WMUPMW-r
<br />IRANUPTOIrr
<br />Pj
<br />C3 a q 04
<br />MoLmn
<br />C1 C2 C3 C4
<br />CONK rm
<br />C1 C2 C3 C4Lw
<br />PmuRempjgw
<br />TYPE (NSF)
<br />x r DMm 33
<br />12.E
<br />ILr
<br />26.0E
<br />iar 12.5`
<br />140E
<br />mr 75" u.r 1LY
<br />1Lr Cr
<br />LAO SLEW 41
<br />ub•
<br />34.0'
<br />1L0'
<br />8b' ILS"
<br />16.0E
<br />14.r 41• u.S Ww
<br />I.6• 4X
<br />q 48
<br />mr
<br />14T
<br />140"
<br />73- ILr
<br />14w'
<br />mw &r 12.s- 14T
<br />Cr 3.6•
<br />52
<br />1LS'
<br />ILr
<br />1Lr
<br />L9' 12.5'0'
<br />1L
<br />11.1E 4.8E 12.r ILr'
<br />7.r Lr
<br />iLS.
<br />IEEE
<br />ILr
<br />&1' ILr
<br />ILO'
<br />Lr 3b" mr I&C
<br />6.r
<br />70
<br />414x1•u1.134Bm 33
<br />12.s
<br />I&W
<br />1Lo•
<br />Ear 12.r
<br />1Lw
<br />llw" 7E7' MY" 16.01
<br />7.8' 4:r
<br />WOOD sc D 41
<br />1LF
<br />ILr
<br />1&r
<br />ILL" t2.F
<br />16.0E
<br />9.r Sb" i2.r mcr
<br />6.r 9.9E
<br />MRy...e��.eT.T,..T,..TeTm�HT.�.T��� 48
<br />12
<br />SLr
<br />ILr
<br />7A'
<br />ILr
<br />7.r 4b" Ur 14.r
<br />3.4E &Y
<br />12.
<br />8.0
<br />low"
<br />L4- 12.5E
<br />I&W
<br />7.2 4..{ ti 13.6E
<br />4.9E 3.
<br />V+•"»•••'•"•..•v> S2
<br />70
<br />12..E
<br />P
<br />7.r
<br />Cr 1L5'
<br />14.r
<br />S.4" 3.3E CZr I 10.1E
<br />3X
<br />12.E
<br />MW
<br />M.r
<br />ILS
<br />i6A•
<br />10.6E 12.8E ILO"
<br />7.4E
<br />1N"x 1414- ENDED 33
<br />U,GW%W 41
<br />12.r
<br />ILO"
<br />IL6'
<br />u3"
<br />mr
<br />Zr 125' I w
<br />Lr
<br />y 48
<br />T aIL-mamm 52
<br />12.5"
<br />ILr
<br />io.r
<br />ELF
<br />ILr
<br />7w^ 12.5' 14Er
<br />L1"
<br />12.E
<br />i6.r
<br />9.9E
<br />1LF
<br />15.0E
<br />G. 12.E 12.9E
<br />4.r
<br />70
<br />12.E
<br />16.7
<br />TINE
<br />12.5E
<br />34.0E
<br />5.1E Gar 9.6E
<br />35•
<br />u.F
<br />Tao"
<br />Lr
<br />nr I2 S
<br />IS.r
<br />&6 s.l• 6 2!" 10,E
<br />Lr 3 S"
<br />Ins x IDES eeMBm 33
<br />41
<br />u.r
<br />Lao•
<br />Ls`
<br />&9• ILs
<br />u.F
<br />s s• "4.t• sas` e r
<br />s 1-
<br />48
<br />12.5
<br />1Sw'
<br />Sb'
<br />&0' 6,25E
<br />M.T
<br />3.9' 3.S L25' 75•
<br />q,yH� 52
<br />u.F
<br />14.r
<br />S.r
<br />4.r L23'
<br />99`
<br />3.r 3.r 42F 4r
<br />L2S
<br />10.6'
<br />3b"
<br />3.5E L25'
<br />7.r
<br />SA"
<br />1�� M
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED MERIM, BUT ONLY PROVIDES
<br />MASOM H NlDWABE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY.
<br />2, ENTER ANCHOR SOMUIE BASED ON PANEL FASTENER SPACMGy THE DOSTM STRUCTURE
<br />MAjMAL, a ANCHOR TYPE. SELECT DESIGN LONE GREAIPATHAN G EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TD sF urm SPAN.SEBCT
<br />CDMMCnON TYPE BASED ON APPROPRIATE MOORING COMMON cm MOtMLNG DETAILS ON
<br />SHEET 2 FOR MEYTIFICATIO N OF CONNECTION TYPE).
<br />3. 'PANEL PAASIVA&W ARE SIDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(•F-TRACK, muDDE7 A40, ETC.). USE &25. O.C. PANEL FASTENER si-Ac G CABLE VALUES FOR
<br />ALL "W- AND `U"- HEADERS OM310M BULDOUT CONDITIONS).
<br />4. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTNRERV RECOMMEDAATON L
<br />S. HOLLOW BLOC( HOST STRUCTURE SHALL COMPOWM TO AM CSO BLOcx
<br />6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE
<br />7. MINIMUM EMBEDMENT DMENT AND EDW DISTANCE EKC UDES STUCCO, FOAM(, BRm AND OT@t WALL
<br />FINISHES. WAIL MOWS SHNL BE LIMITED TO IM MAX OR SHALL BE VERIFY BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO MOST STMUCTRE.
<br />6. CONCRETE ANCHORS NOTED HEREN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY
<br />9. WHERE COSTING STRUCTURE IS WOOD FRAMING, DOSTDIG CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WORD FRAMING MINIMi5, NOT PLYWOOD. FASTENING
<br />M PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF MIDMWIAL r X 4' (MENJ W000 W (�' EDGE DISTANCE is ACCEPTABLE MR WOW
<br />FRAMING). WOUD STUD SHALL BE'SOUTNEW PINE' G-0.55 OR GREATER DNIS[1'Y. LAG SCREW
<br />SMALL HAVE PHRLIPS PAN HEAD O0. HEX HEAD.
<br />u. REMMAKE A CHOPS ARE: ELCO PANELMATE, ALL -POINTS SOLICHAT L BRASS BUSHWG,
<br />12. MACHINE SCREWS SMALL HAVE Ijr MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE ETHER A PAN HEAD, TRUSS ROAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
<br />III WONO M EMBEDMENT AND EDGE DISTANCE EXCULDES STUCCO OR O HEt WALL FINISHES.
<br />14. tM DESIGNATES ANCHOR CONDITIONS WHICH ARE MOT ACCEPTABLE USES.
<br />15. >IC DIRECT' MOUNTING CONDITIONS.
<br />1L LINEAR INFETI K ATION IS NOT PERM ITTEO FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />TWS SHEET.
<br />N
<br />(Af!
<br />j
<br />Lu
<br />15-2394 •I
<br />4'
<br />f•2.25w 0.094' 2.990E 2.2s0•-j i us-LO snaixZ I{p[y`
<br />0.0(M" f2S 0.094 } 3 fi
<br />qO"
<br />0.125' b k 18 GA S, $ �y, i
<br />k 50.094' �•1NY .096•Tm -i ni TYP a-i'ti
<br />)j
<br />.3 0. &Li 930• 1.930--• ,062. ro:lu' 2.oar f�-•I 2.000- �- -I 2.000• M
<br /># I 1.3 �01�• H[liotR , &RD-OUT "W F 44-�'-- c1,hP� C10=AR
<br />.121E 1.f80' W g
<br />Lr
<br />low till j
<br />1.s1 s6o•�- -�Ls6a sl LI3 ools>9•� a� 019��r oL1a6.41 o ao o.osa Loon
<br />12.50wPANEL CDVERAGE Grp, fir^ xq.tt D-ur :lso• <
<br />LNG
<br />14.875 PANEL LE IR �1 '�1 ' 1
<br />Nam r�O.090 � 0.090• u� a� 2�s z> ° im R01135'
<br />M. TYP. TRAM//,, 0.091YmA(x�S� ����� 0.95r
<br />1 -
<br />H 0.376• 0. L Q
<br />I.
<br />W-n
<br />WMt�O1SHHHLHHtR• ,waA6a,
<br />it•H1cm. To,
<br />o6ECTaM
<br />FI-3.000' MY SE
<br />u9RLMlV.sTmafsr �0.uS" �` �
<br />MA7Epl1'tl•Y.[x• M-
<br />4HN3T4AUM.>w� � � - 7AAQc {Exit�Di)
<br />owgum W" arm"
<br />OVERLOWLAP
<br />DISTANCE C
<br />4- A CORM CLOSM OETAL �. �•25' MAX. d
<br />O.IBB'J �..-i,J..�/..�,��HLoAHXTewa'»a``+N %�-•2S MAX g
<br />MAX. WOODLu
<br />rEwaa T.
<br />1 IIOYDN •OGC OR BRJiRD-aJT,! 0\110aaAWai.dK AafJt)Ea1nQ Lu
<br />woao HH4AHNHw sows eAs� oN srPl a
<br />c_wAueaiRTaEOETAn DISTANCE
<br />N.73. C�1o9A;Lm "AS am 1.000E
<br />p4TxLIS4i4AAHI10Yp
<br />arsuooW HaIR,. Hea9taat K%Srmr owo.a MOM" "AM NKIWAOR EMBED
<br />>ITA CLOgm IQWL M72PAi• tr 04 TER amm Was ` P„1
<br />' 1.00w al dt q®0111012 MMWET4 f21N1TlAwl019YKi(!llAMDlpI '02
<br />W! waoC Na4Rx6. 3.820",� q
<br />wWHNIW MNIWuii Mt NIAX �.25'MiAX. E N,T3laD-0Uf MOUNT HyOSIxE OETM ihBNR [��
<br />o.crn. - PAITM�tsu•oc.roRarxxt
<br />eaDl HJEf6 THwH aaaODUTo n
<br />&mWvL cAr- m ' 1 rira+xroc.rac6ess� -
<br />.I Nai}T4Al� tin mm:pm Sciem" MAW COAWt C;OSURl DETAIL ACCiT mx NMIDw1l0O; al NOOo "
<br />B D HaAN"a faN ALHC1i0R
<br />E-/F
<br />SONOtBI Rom am Tvve
<br />D TM►NR"N4T CLOSM MAC or SnexTuN.
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />Mp MOUNT
<br />' ��E,iF:�iF�.SiEi�.,IE�E•`7a R:a`��7[::iE=':
<br />, �AI'�I,i�L17L1�E^i�F.'ji F•���-aF��F�fi�*J
<br />E?Gi":Tc.1�� E•iiFri�E�i�YiFiFlii[IIiE�iE�E�3�
<br />I. SPANS SA"OHrREAIE"a s" 11IRSARE SLAWS ONES'
<br />A9m ON MyO)IOIAM WM m=W7
<br />MIaNlWNS ATTW OR aDTi'WI. MN8 U9157N5ITS "w1OSl IIOIBD>M T1IME MOVE Al1E NOT
<br />ACCIPA LL
<br />2. no SmommH mm Gums i5 RlQIMIO SEEN PANEL Loam a Amount Tim THAT MOM MR
<br />RIpKTNE MOtR = oommu m ANDS&
<br />t. SM OAIINEB REC W= PM ALL SLGLON1T MMM M TAM AWA WNW SIM OMMIS ARE NOT
<br />USED WIT" MILD WT MOUNTING CDNOIf1Ob, REQWMD SEPAMATIOM FROM GLOW SIWL K P6t DETM, r
<br />4. TABLE AMRIES TO allTH Alga (KITH OR WITIMM STITCH 00U5) AND 3W INVOI& a WIT"M PAWL
<br />L
<br />PA. PMULB•Ilsoa625ac
<br />PEAHEN MAr SPIN Sr MUI841N1 L151OG ORE (1) W THE OPTWIIAI TOP OR RDnOM tiD6LWG4 PM
<br />OPEN= (PLR DETAIL T). USMAW HIOMTRBCONDITION SHOWN W 11Hl8E ONWANKR.
<br />n9--NAL INTERIOR FASTENING DETAIL
<br />N.T.S.
<br />ANCHOR SPACING SCHEDULE:
<br />22 GAUGE PANELS; PANEL FASTENERS O UX O.C.
<br />2.r BEAM DISTANCE
<br />ANCHOR
<br />SLAW VTO
<br />SPAN UP To
<br />SPAN UPro Ir-S'
<br />Yam tYIAE
<br />C1 C2 C3 GY
<br />G�TYM
<br />C1 C2 0 Cw
<br />CONN
<br />CI C2 C3 C4
<br />TYPE (PW)
<br />x1-Y4't9aED 33
<br />ppd1p q
<br />1Lr
<br />2.r1A•f3b9ar41
<br />I&0•
<br />u.F
<br />32S
<br />16.r
<br />36.w
<br />9.r
<br />7.r
<br />Lr 12.r
<br />sS- 1 .r
<br />1&0"
<br />IS.r
<br />a6"
<br />S.r
<br />sr
<br />3.9E
<br />48
<br />12.E
<br />1&0'
<br />9.S"
<br />. Cr
<br />1LF
<br />I&W
<br />Lr
<br />4.7" 12.E
<br />14.2E
<br />5_3"
<br />Ar
<br />4=S 52
<br />ILr
<br />1Cw
<br />&r'
<br />= Lr
<br />ILr
<br />16.r
<br />&1•
<br />4.r 12.r
<br />ILLS"
<br />4.9E
<br />3.5'
<br />12.5*
<br />1L0"
<br />6.5'
<br />4.r
<br />425"
<br />ILS
<br />4.5"
<br />&r L2r
<br />ILr
<br />4.r
<br />3.1E
<br />70
<br />x!- tr4Bm 33
<br />u,S
<br />16.I
<br />mr
<br />2L0'
<br />12EP'
<br />16.r
<br />14.1E
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<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES M ALL PRODUCTS CERTIFIED HEREIN, SLIT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PEES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY.
<br />2 ENTER ANCHOR SCHE9LLE BASED ON PANEL FASTENER SPACING, THE DOsnm STRUCTURE
<br />MATERIAL, B ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT
<br />CONNECTION TYPE BASED ON APMOPRITE MOUNTING CONDITION IT20N (SMOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3 PANEL FASTENERS" 111E STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />M-TRAO(. STUDDED ANGLE, ETC.). USE 6.25 O.C. PANEL FASTENER SPACING TAKE VALES POR
<br />ALL -H•- AND "-HEADERS (INCLUDING BUILDOUT CONDITIONS).
<br />4. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMME1DATIONS.
<br />S. HOLLOW BCC( HOST STRUCTURE SHALL CONFORM TO ASTM C90 B ICX.
<br />a MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXC HOES STUCCO, FOAM, BRICI . AND OTHER WALL
<br />FINHSHES. WALL FINISHES SHALL BE LIMITED TO IM- MAX OR SMALL BE VEILMED BY OTHERS 70
<br />ADEQUATELY TRANSFER LOADS TO FROST STRUCTURE.
<br />& CONCRETE ANCHORS NOTED HEREIN SWILL BE EMBEDDED TO UN_CRACED CONCRETE ONLY.
<br />9. WHERE E)CISRNG STIRICTRNIE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD MAKING MENDERS, NOT PLYWOOD, WTEIING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PISS.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACIE OF STUD FRAMING, FASTEEIt SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2- X 4• (MDR.) WOOD STUD ()(H" EDGE DISTANCE IS ACCEPTABLE FOR ROOD
<br />FRAMING). WOOD STUD SHALL B: -SOUTHERN PINE' G-0.55 OR GREATER DENSITY, LAG SCREW
<br />SMALL HAVE PHILLIPS PAN HEAD G FOX HERD.
<br />11. REMOVABLE ANCHORS ARE: ELCO PALQMATE, ALL -POINTS SCUI>-SET B BRASS BUSHING.
<br />1L MACHINE SCREWS SHALL HAVE 1/r MAMBA ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAW HEAD. TRUSS HEAD. OR WAFER HEAD (WWWAUX BOLT) U.N.O,
<br />11 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDE5 STUCCO OR OTHM WALL FINISHES,
<br />14. PINK DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />1S. * DIRECT MOu nmG CONDITIONS.
<br />16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
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<br />15.s"
<br />Liz
<br />I24
<br />1a0`
<br />ILS'
<br />1.2• 5
<br />Sao•
<br />ILs
<br />11.r
<br />2.6'
<br />WO!
<br />D20TANCE
<br />�!
<br />IDS
<br />WIV x 1-UP mom 33
<br />NCO ULTRACCN 41
<br />48
<br />52
<br />70
<br />W x 1-1H' ENDED
<br />41
<br />48
<br />S2
<br />70
<br />6.Ir
<br />6,26E
<br />L2r
<br />6.2s
<br />IL4'
<br />20.r
<br />L3'
<br />Al"
<br />Ls
<br />f6.r
<br />42r
<br />LF Cr L25"
<br />T.3'
<br />SLr
<br />S.25'
<br />62F
<br />SINE
<br />10.rS=u.TRACON
<br />1L
<br />L2r
<br />Czr
<br />42S
<br />12.r
<br />lA
<br />ll.r
<br />10.Ir
<br />fir
<br />16.0E
<br />a r
<br />6.2r
<br />6.25-
<br />4tF
<br />7.3- 7.r ILr
<br />9.S
<br />9.r
<br />9.r
<br />9.r
<br />13.Y
<br />L2r
<br />L2F
<br />L2r
<br />6.2r
<br />S.r Lr 6.2r
<br />9.4
<br />Srtt--�
<br />wr
<br />9.r
<br />12- Ib"
<br />4.r
<br />xf- E ED 33
<br />ITIT SS. "CO" ai
<br />4e
<br />52
<br />70
<br />12.r
<br />1S.s
<br />&0, SA' 6.2r
<br />lob"
<br />4X 4.r L2r
<br />M.7'
<br />lLr
<br />13.r
<br />L1• sA^ 42s
<br />Ear
<br />4.r 4.r 42F
<br />10.r 4.1E
<br />4.r
<br />6.2s
<br />ILr
<br />4.r 4.4s• 12r
<br />mr
<br />4.1' 4.0' 6.29'
<br />IA.r
<br />6.25E
<br />M.r
<br />4.1' 4.w 6.25'
<br />far
<br />4.f• 4Er L2r
<br />10.r
<br />f!4`x 7Ar H9LBm 33
<br />AI1wGON5 S0UD4ET 41
<br />48
<br />�C S2
<br />70
<br />UA"
<br />M.V
<br />14.1. 11.3r 12.E
<br />ICU*
<br />9.r 7b" 123E
<br />16.0"
<br />12-r
<br />ILO"
<br />ILr 9.1` 116E
<br />1&0'
<br />7b` 6J' 123•
<br />ILr 7.r
<br />63-
<br />uS
<br />14L0"
<br />ar RE, 12.r
<br />110E
<br />7.r &r tLr
<br />16.0E 7.r
<br />6.2'
<br />123•
<br />16.0E
<br />L9" 7.r IELr
<br />Saw"
<br />7.r ar 12.5
<br />1a0" 7.r'
<br />Lr
<br />ILr
<br />ILw•
<br />7.r Lr us'
<br />Lao'
<br />7.r 6.2E iLS
<br />f6.0` 7.r-
<br />6X
<br />y4•x 1•Y 33
<br />f1A0 PMa3MRTE 41
<br />40
<br />SI
<br />70
<br />U'W
<br />45.4" S.91 6.2E
<br />1LF
<br />4.4` 4.1L
<br />10.3E A
<br />L
<br />12X
<br />13A•
<br />&r 4-W L2F
<br />%r
<br />3b" 3.3* a2r
<br />9.r 30'
<br />Xr
<br />CIS"
<br />ll.rI&V
<br />4.4E 42r
<br />35• 3.r
<br />9.r 3.r
<br />3.r
<br />6.25
<br />M.P
<br />&9"
<br />Cr RB' L2s-
<br />Cr9X
<br />&2r
<br />3,F 3.3' 42s
<br />ar 35"
<br />35•
<br />6.25E
<br />9.2E
<br />&F 3.3• L2S
<br />9.2'
<br />9.2E 3.S'
<br />3.3E
<br />ANCHOR SPACING SCHEDULE:
<br />22 GAUGE PANELS; PANEL FASTENERS O L2S O.C.
<br />qF iINRi1MR.
<br />LW MAx
<br />1
<br />NWTI
<br />K OPfIdYVL1V11BOTTOM CLQ 11�OETg
<br />3/4` ■TOE WI TANG!
<br />ANCHOR
<br />7YK
<br />BRAMI UPTDr-a'
<br />SPAN rorr
<br />SPAN wTOI
<br />CORN TYPE
<br />Cf C2 Ca C4$
<br />Ct G? p 04
<br />COMOTYPE
<br />C1 C2 C3 C4
<br />I!4' x r r4Bm 33
<br />LAAS SCNIW 41
<br />48
<br />u
<br />70
<br />12.5E
<br />1L0.
<br />1&0' Sag" 12.5E
<br />1&r
<br />16.0E
<br />75"
<br />Mr
<br />16A"
<br />16A"
<br />Lr
<br />12.31
<br />1&W
<br />16.w S.r 1LF
<br />fair
<br />is&
<br />Lf" ILr
<br />16.0E
<br />14.E
<br />Lr
<br />1LF
<br />1&0'
<br />I&W 7.5` 12.r
<br />I&W
<br />14.r
<br />CC' 12.E
<br />I4r
<br />14.r
<br />Lr
<br />1LF
<br />3Lo"
<br />1La' Lr u.F
<br />ILr
<br />24.r
<br />Lr iLS'
<br />1s.D"
<br />14.r
<br />L
<br />12.5'
<br />tar'
<br />14.7- &r us'
<br />1br
<br />14.r
<br />Lr 125-
<br />ILV
<br />1&7-
<br />Lr
<br />P14 x 1 33
<br />wow0 BaEw si
<br />48
<br />S2
<br />70
<br />-tw-x-l-wo4m
<br />12. F
<br />34.0E
<br />14(r IaY 12.
<br />16.0E
<br />12. 11
<br />7.r 12-
<br />16-81tar
<br />r
<br />12 F
<br />16A'
<br />141• Li' ILr
<br />MA-
<br />9.r
<br />&8- 12.E
<br />Mw
<br />9.r
<br />&b"
<br />1? F
<br />Ear
<br />uA` 7b' iZ.r
<br />16A•
<br />9.61
<br />s.r 12.9
<br />M.0'•
<br />9.6'
<br />&6•
<br />tLr
<br />ILO"
<br />21.1E SINE ILr
<br />1&0'
<br />9.r
<br />SA" 12.5'
<br />4.6'
<br />S.6'
<br />12.5'
<br />16.011
<br />9,w S.r 12.5'
<br />MET
<br />9.6"
<br />S.6' 12.5'
<br />164'
<br />9.F
<br />&6"
<br />33
<br />AV GW'CFAS 41
<br />yy 48
<br />T tta• 52
<br />70
<br />12. sr,
<br />12.5"
<br />12.r
<br />16.
<br />1&0'
<br />1a0"
<br />16A" 12.51
<br />13.3E 12,r
<br />LL4" 12.r
<br />1&w
<br />ILO'
<br />16.0•
<br />11.5*
<br />9.F
<br />9.1E
<br />12.
<br />u.F
<br />ILF
<br />16.0E
<br />16.r
<br />14r
<br />10.r
<br />4X
<br />9.1E
<br />12
<br />ILr
<br />u5"
<br />la.
<br />16A"
<br />ILO"
<br />1 12.r
<br />0.11 12S'
<br />Lr 7 rIMLr
<br />M.r
<br />ILO"
<br />IS.
<br />9a.'
<br />9.3E
<br />ar
<br />1LF
<br />12.5•
<br />& ` LLS*
<br />1sA"
<br />M.8'
<br />9.3E
<br />9.1E
<br />!Ns x sTs 33
<br />ALL POWTS Mum 41
<br />WOODDWJS M 48
<br />p, 52
<br />�'4■O 70
<br />u.r
<br />I&W
<br />7Jr
<br />&r 12.r
<br />u.S"
<br />4.r
<br />a.l• L25•
<br />u.p
<br />4.r
<br />4.1E
<br />12.r
<br />1SA"
<br />S.r
<br />Lr 6.2r
<br />12.r
<br />4.7-
<br />4.0E 42S
<br />u.r
<br />4.r
<br />4.r
<br />123•
<br />f4.F
<br />5.S'
<br />4.r L2r
<br />ILr
<br />4.7'
<br />4A' L
<br />12.3E
<br />4.T'
<br />4.0•
<br />L2r
<br />IE
<br />4.r
<br />4A" 6.25'
<br />u.r
<br />a.r
<br />a.o• L2r
<br />ANCHOR NOTES:
<br />2. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERRTIFIM HEREIN, BR ONLY PROVIDES
<br />HA ALLOWABLE ANCHOR SPACING. H8A)OMRN4 ALLOWABLE SPAS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY. IMM
<br />7- ENTER ANCHOR SCHEDULE BASED ON PANEL FAASTE-ER sPACING. THE eLCSiimia STRUCTURE
<br />M ATLUA. L MOM TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />TOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SEIECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOutt'ING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3. 'PANEL FASTENERS' ARE SKIDS USED IN COWUNCTION WITH AL MOIAITING EXTRUSIONS
<br />("r-TRACK, STUDDED ANGLE, ETC.). USE 6" O.C. PANEL FASTENER SPACING TABLE VA JIS FOR
<br />ALL -H-- AND-U`-NEA ISkS M401101NG BUI ROUT CONDITIONS).
<br />S).
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS ReOOMPI VDATIDNS.
<br />S, HOLLOW BLOCK HOST STRUCTRE SMALL COFORM TO ASIM C90 BOCK.
<br />6. HUMIUM U40WHENT SMALL BE AS NOTED IM ANCHOR SCHEDULE
<br />7. HIMMUM EMBEDMENT MD EDGE DISTANCE EXCUDES STUCCO, NMI, BRICK, AND OTHER WALL
<br />FINISHEL'WALL FINISHES SMALL BE (IMTFED 70 1/4" MAX OR SHAII BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRAM LOADS TO MOST STRUCTURE.
<br />8, CONCRETE ANCHORS MOM HEREIN SHALL Be EMBEDDED TO (W-CRA0RED CONCRETE ONLY.
<br />9. WNW EX45TING STRUCTURE IS WOOD FRAMING EXISTING CONDITIONS MAY VARY. FEED
<br />VERIFY THAT FASTENERS ARE IRO ADEQUATE WOOD FRAMING M NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE COSSURE Pam.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STIR) FRAMING, FASTENER SWILL BE LOCATED IN
<br />CENTER OF NOMINAL F X 4' (tDl.) W000 STUD (• EDGE DISTANCE IS ACCEPTAAE FOR WOOD
<br />FRAMING). W000 STUD BMALL BE'SouTNERN PDHr G-0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEM OR HE HEAD.
<br />11. REMOVABLE ANCHORS ARE: ELCO PANELMATE, ALL -POINTS SOLID -SET B BRASS BASHING.
<br />IL MACHINE SCREWS SHALL HAVE Ur MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEM (SWEWALK BOLT) U.NA.
<br />13. MFNDW EMBEDMENT AND EDGE DISTANCE EMDES STUCCO OR OTHER WALL FINISHES.
<br />14. r OESIGNA11%ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USBS
<br />is. T DIRECT IROu4IING CONDITIONS.
<br />It LINEAR INTERPOLATION IS NOT PERMQTTeO FOR USE wnm THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
<br />3/4- ISO! OIOTAN=
<br />O 10murmew SPIN UP ro r4r as1UN k
<br />ANCHOR PIANO= cm TYM
<br />TYPE (P•9 CL a C3 c4 a do a n 2
<br />ve x r DNm 33 12.5E MEr iar lag• i2.5 16.0' LLV 7.r u.r fag^
<br />LAOSCREW 41 ILF I&W 16.0`1 Lr TLr I&W 14.11 6.1" 12EC for
<br />pp...� 40 1Lr 36E1' taw 7.r I2.r 26. 12.r SX r 1aQ•
<br />Fly S2 125E SLr 16A^ 63" U"F lw LL 4.r ILr MEr
<br />70 12.r 1L0. 11.9E Lr Izr mr ar &r tLr f&r
<br />014 It 1-11r D!® 33 32.r ILr 1W 10.f• 12.5' 2Lr 33.4• 7.P 12.5, tow
<br />9100DSOM 41 12.r 16w i&2" L1" LF II&V 9.21 L6• ILr 16EY
<br />48 -1-27 16.7 it.r Tr ILr I&V 7.r 4E1' ILF 14.r
<br />r 70 12,5E 349E 7.r4r 13.E
<br />ELF 14.r 5.4E 3.3E 429E M.1"
<br />it I-W ISWm 33 ILr M.n i&r 11Lr 140. 20.r u-F iar
<br />TAPOW-CMr 41 ILr 140E 12b• 12..? I I&V Cr 32F 1&0`
<br />.1, 40 12.S 140E Ear mr I 1Lo" 7.4` 32,E 14.0'
<br />T wm 52 f2.S td.0" Lr 32.5E 14C 6.9E 3LS 12.9E
<br />TO LLr 16A` T.4' 12.F 14.0E 5.1' L25' 9b"
<br />33 12.rALL POINTS BRASS
<br />16.8E a1" 73 12.r SS.F LF LS- 6.2F mr
<br />WOOD 81aNN1N9 41 12.E fhb• &V L9" MV 2Lr 4.6• 4.1' 6.2E R
<br />48 12.E 1L4" 5.6- Lo` 6.2F 10.r 3.r 3.S' LW I 7.r
<br />�G 52 12.E 14X Sr. 4.r L2F PEP' 3.F 3X 6.29' 6.r
<br />70 L2F lob" 3.r 3.3E L2r 7a- sA^
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED MEREN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXPWM ALLOWABLE SPAM AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SMALL APPLY.
<br />2. ENTER ANCHOR SCEOUI.E BASED ON PANEL F-ASTIMER SPACING, THE EXISTING STRUCTIRE
<br />MATER2AL, L ANCHOR TYPE. SELECT WERE' LOAD G REATOR THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN.SR=
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOtffnm3 DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION EWE).
<br />3. PANEL FASTENERS' ARE STUDS USED IN CONRUNCTON WITH ALL MOUNTING EXTRUSIONS
<br />M-TRACX, STUDDED ANGLE. ETC). USE L25. O.C. PANEL FASTENER. SPACING CABLE VALUES FOR
<br />ALL'H•- AME) -U 4mRDERS (Namu0ING mmDour CDNWttfONS).
<br />4. ANCHORS SHALL BE INSTALLED II ACCORDANCE WITH MARIFACRIRERS' RECOMMENDATIONS.
<br />S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASCM C90 BLOC(.
<br />6. MONISM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCEDULL
<br />7, MR~ EMBEDMENT AND EDGE DISTANCE EXCUAM STUCCO, FOAM, BRIM AND OTHER WALL
<br />FINISHES. WALL MM 99 S SHALL BE LISTED TO I/r MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO MOST STRUC1RE.
<br />B. CONCRETE ANCHORS NOTED HMM SHALL Be EMBEDDED TO (M-C(AOMD CONCRETE ONLY.
<br />9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE MOOD FRAMING MEAIELS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD 15 ACCEPTABLE ONLY FOR SiDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN 70 HARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL r X 4• (MIN.) WOOD STD (W EDGE DISTANCE iB ACCEPTABLE FOR WOOD
<br />FRAMING, MOOD STUD SELL BE `90UTERN PD!• G-O.SS OR Qu AT19t DENSITY. LAG SCREW
<br />SMALL HAVE PMOLLIPS PAN HHFM OR HHX HEAD.
<br />11, REMOVABLE ANCHORS ARE; EIM PEUATE, ALL40MM SCA ID 5EC S BRASS BUSHING.
<br />I2. MACHINE SCREWS SHALL HAVE LM MINIMUM EI6AGEMEIT OF CHRIFADS IN10 THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN MEAD, TRUSS MEAD, OR WAFER HEAD (SIDEWALK BOLD U.N.O.
<br />1.3 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCU ES STUCCO OR OTER WALL FV891E5.
<br />14.1111 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT!ACCEPTABLE USES,
<br />I& * DIRECT MOUNTING CONDITIONS,
<br />16. LINEAR INTERPOLATION Is NOT PERMITTED FOR USE WITH THE ANCHOR SCIEOLUS LISTED ON
<br />TFXS SHEET.
<br />M a aGS:
<br />15-2394
<br />15-2394
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<br />On
<br />0
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<br />YI
<br />cu
<br />CD
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<br />CD
<br />�
<br />C
<br />(u
<br />-
<br />.&
<br />U
<br />(1)6-0
<br />a)
<br />cD
<br />CD
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<br />LL
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<br />a
<br />SHEET NO.
<br />SH
<br />1.6
<br />
|