|
nINSIST
<br />ALL AMER+AN SHUTTERS AND GLASS
<br />229a & 24ga GALVANIZED STEEL STORM PANELS (NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PE1RP. TO PANEL SPAN)
<br />TCMANT(CONN ,YP
<br />TYPE AS REQD) sECTI N/5
<br />_
<br />STITCH
<br />BOLTS
<br />WITH WA
<br />- T&YYIPHWASHERED
<br />OVERLAPS Q MIDSPAN (USE
<br />5 (a-
<br />APPROPRIATE SPAN TABLES
<br />ZI
<br />�gPLANI
<br />s
<br />CC
<br />Ise
<br />P
<br />BOTTOM MOUNT
<br />(07MNN TYPE AS
<br />',`•� .i
<br />.
<br />REQ`n)
<br />F& 391'
<br />/
<br />4.375"
<br />MAY BE AT �,.'
<br />,
<br />& BOTTOM
<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />1 N.T.S.ELEVATION
<br />TOP MOUNTTYPE
<br />(ASNRET
<br />Lmax
<br />(SPAN ABOVE
<br />•�-�
<br />UCTION)
<br />RtSTYY)M
<br />yy..¢
<br />:
<br />-OBSTRUCTION
<br />w
<br />(LOCATION KAYVARY)
<br />w �
<br />TOP MOUNT
<br />ITTBOT
<br />TYPE
<br />TOM MOUNT (C D:M
<br />Lmax
<br />(SPAN
<br />TYPE ASREQ'D)
<br />O&STRLK IOM)
<br />PANELS MAY BE NOTCHED AS REQUIRED,
<br />OPTIONAL W =20 STITCH
<br />BOLTS WITHHWAStERED
<br />PROVIDED THAT CONNECTIONS AND
<br />AUNCIORS ARE USED WHICH SATISFY
<br />WING•IUTS FASTENED D
<br />SPANS ABOVE & BELOW OBSTRUCTION,
<br />OVERLAPS Q NVOSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />NOTCHED PANELS
<br />FITS,
<br />ELEVATION
<br />ALLOWABLE PANEL ALLOWABLE PANEL
<br />SPAN SCHEDULE: SPAN SCHEDULE:
<br />24 GAUGE PANELS 22 GAUGE PANELS
<br />SPAN 5CHEDULE NUTE5:
<br />A. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD & PANEL FASTENER SPACING TO
<br />DETERMINE MAXNM ALLOWABLE STORM PATE,
<br />SPAN. SCHEDULE IS 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 />C 40UNCTION WITH ALL. WONTING EXTRUSIONS
<br />("F'-TRACK, STUDDED ANGLE, ETC.), USE 6.25'
<br />O.C. PANEL (FASTENER SPACING TABLE VALUES FOR
<br />ALL M".- AND 'U'-HFJIDERS IL0OUT"
<br />CONDITIONS),
<br />3, LINEAR INTERPOLATION BETWEEN .... IS
<br />ACCEPT' ABLE, C1T?(ERWiS9 USE NEKr HIGHER LOAD.
<br />ANCHOR SPACING SCHEDULE:
<br />22 GAUGE PALLS; PANEL FASTENERS 0 &25' O.C.
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<br />GLASS SEPARATION
<br />SCHEDULE:
<br />24 GAME -.-
<br />MAXIMUM ALLOWABLE I
<br />DESIGN PRESSURES:
<br />AS NC7€E I IN DESIGN
<br />SCHEDULES
<br />DESIGN NOTES:
<br />POSITIVE AND AEGATIVETJ99M PRESSURESCALCWpED
<br />FOR USE WITH THIS STSTEM MALL BE DETERMINED PER
<br />SEPARATE ENGINEERING IN ACCORD WITH THE
<br />GOVERNING CODE, PRESSURE �fL1f1E?$NTSAS
<br />DETERMAIIM IN ACCOESSU AS£f T-30 AND
<br />CHAPTER 1.609 OF THE R000 N BLJILam" CDOE FIFTH
<br />EDITION (2024} 5W1LL BE LEE? TM1W OR E�THE
<br />V H.L4�'IED I'ER�EDI FDR ATNY AS tt10WN.
<br />GENERAL NOTES:
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />CND zo E 4 at
<br />POSITIVE
<br />DESIGN
<br />PRESSURE
<br />(P�
<br />MAXI MUM
<br />PANEL
<br />SPAN
<br />INSTALLATIONS
<br />- THE #'
<br />LDS
<br />A11OV€aPfiDE
<br />INSTALLATIONS
<br />(,YFEA�'TTHAW 30'
<br />ABOVE GRADE
<br />7,63"
<br />2.29"
<br />12`-(r
<br />i 7JW'
<br />3.68 "
<br />+40
<br />1:22 "
<br />8`-W
<br />7.65 "
<br />1,90 "
<br />17-S"
<br />7.85 "
<br />3.03 "
<br />+50
<br />W-0"
<br />8`-0"
<br />7,05'.• -
<br />7.w"'
<br />1.28'
<br />2.12"
<br />9.0
<br />7,65"
<br />2:63I,
<br />+86
<br />614i
<br />7.85 "
<br />_
<br />1.33
<br />61.v1
<br />7.85"
<br />2,35"
<br />+70
<br />ew,
<br />7.85'N
<br />1.10
<br />113 "
<br />+8n
<br />61-V
<br />743.1.
<br />1,450
<br />7M." _
<br />1.99"
<br />1.-"
<br />1.50 "
<br />L89 "
<br />6'-0'
<br />61-7"
<br />7.85-"
<br />1.81"
<br />STRESS HAS BEEN USED IN THE
<br />A TIME PROJECT
<br />N IS USED SHALL Be RESPONSIBLE
<br />TO THIS DESi611 A"HR1H
<br />o "" SHAH BE3IEF1111RED IN
<br />BASED ON MAXIMUM TESTED
<br />SHALL. BE 6463-T6 AUMINUM ALLOY,
<br />WJN MAYBE INTERCHANGED AS HEAD
<br />AL 0D,E WN AS
<br />OR ALL COST 6. DAMAGES
<br />NG PROM MATERIAL
<br />N ODESPRACTICESF T' BEYOND THAT
<br />- CODES & AOP6
<br />ADDITIONAL
<br />MINIMUM STORM PANESEPARATIONLFROM GLASS
<br />ZONE 4 & ESSENTIAL FApiLITIES )
<br />POSITIVE
<br />DESIGN
<br />PRESSURE
<br />M
<br />SPAN
<br />INSTALLATIONS
<br />LESS 7HAN3a
<br />ABOVE GRADE
<br />tNSTALIATJCXNS
<br />GREATER THAN `
<br />ABOVE' GRADE
<br />- --
<br />+30
<br />sm "
<br />1.131
<br />W-V
<br />5,85 "1
<br />1.44 "
<br />W-W
<br />5.85 "
<br />1.84 "
<br />17-w _
<br />5.85 "
<br />3.18'
<br />+44
<br />&-a"
<br />585.
<br />WAS'
<br />SIBS"
<br />A. -
<br />10'-0"
<br />5,&S "
<br />2.12'
<br />17-r
<br />S.85 "..,
<br />3.90'
<br />+50
<br />'-TI"
<br />_
<br />5.05 "
<br />1.22'
<br />L74 '
<br />10'-0"
<br />2.4D ".--
<br />i2'-1'"
<br />5.85 "°
<br />3,99 "
<br />4B1€
<br />V_v
<br />-. 5.85"
<br />1.09 "
<br />1�0"
<br />5.85 "
<br />2,68 "
<br />3.54 "
<br />+7D
<br />_.v_v
<br />5.85"
<br />1.31" .
<br />W-6"
<br />5.85.
<br />Z03 "
<br />207 3"
<br />5.85 "-
<br />3.17 "
<br />+80
<br />Crn
<br />5.85"
<br />1.35"
<br />II' "
<br />5.851,
<br />9'-7"
<br />5,05 "
<br />2.89 "
<br />-- -
<br />+90"
<br />e
<br />5.85 "
<br />1.39 "
<br />_
<br />5.85 "
<br />2.33 "
<br />R 9"ter
<br />5.85 "
<br />2.65 "
<br />+doD
<br />SA5"
<br />GLASS SEPARATION NOTES:
<br />A. ENTER.SPAN'SCHEDULE WITH POSITIVE DESIGN LOADTO DETERMINE
<br />MINTMUM ALLOWABLE SL"PAL4'TION FROM THE OPENING TO BE PAOTECM
<br />2. scHEDULEIS REQUIRED FOR USE WITH POSITIVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT' HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES 1 THROUGH 3,THE GLASS SEPARATION
<br />SCHEDULE Is NOT REQUITED AND NO MIN" SEPARATION FROM THE
<br />PROTECTED OTC-..
<br />3 J4A" KM O .35iANGE
<br />d
<br />f4AX fl�i
<br />ANC MR Py&gmLw
<br />TYPE (Pan
<br />SPAN UP, To W-W
<br />SPAN UPTO V-W
<br />SPAN UPTO Ir-T
<br />cow row
<br />cl C2 C3 04
<br />t_`-ONii TYPE
<br />Ci C2 C3 C4
<br />SoIN rm
<br />Cl C2 C3 C4
<br />wexr EMem 33
<br />LAG SCREW 41
<br />4a
<br />S2
<br />70
<br />12S'
<br />1&O'
<br />16.0"
<br />IBA'
<br />12.5"
<br />ASA"
<br />1&0"
<br />7S'
<br />115"
<br />Lam"
<br />110"
<br />8.r
<br />115"
<br />no
<br />12s
<br />WV1
<br />1&a"
<br />1&O'
<br />6=0'
<br />xw
<br />1&0'
<br />&r
<br />7.r
<br />&4'
<br />U7
<br />izr
<br />I2,S"
<br />IW
<br />wr
<br />1&Cr
<br />14.1'
<br />i2.w
<br />11.1"
<br />0.1•
<br />S3"
<br />4A'
<br />1237
<br />12.r
<br />32 ,r
<br />16.13"
<br />1&a
<br />ACV'
<br />9,S'
<br />a.r
<br />74-
<br />4.2"
<br />3.6"
<br />13"
<br />I25"
<br />IBA"
<br />1LS"
<br />&1"
<br />115"
<br />x0.nr,
<br />or
<br />3,61'
<br />:2. r
<br />15:6'•
<br />5,
<br />4"l4 x i- 1AY 33
<br />WOOD *..CW 4'1
<br />48
<br />$'Z
<br />70
<br />11S"
<br />11S
<br />1&0"
<br />1 &0'
<br />10.0"
<br />13,2"
<br />Ya1"
<br />8.1"
<br />i2d"
<br />12 .5'
<br />YB:a'
<br />ICO"
<br />dLi"
<br />9.r
<br />7.a` i2:5"
<br />5.W 12.5"
<br />16A"
<br />1&0"
<br />7. ^
<br />8
<br />6.7
<br />3:9"
<br />1 1
<br />16 CA`
<br />1 1
<br />7A"
<br />22- S'1
<br />- & M
<br />78
<br />4,a W1
<br />1..5"
<br />AC 8"
<br />5,4"
<br />3.3"
<br />Y2 S"
<br />34V
<br />:I&0'
<br />16.Q"
<br />11� 4R
<br />7.8"
<br />& d"
<br />#.8"
<br />12
<br />12S'
<br />Y&0"
<br />14.8'
<br />7.2
<br />S.4
<br />4 4" 1z:f•
<br />..
<br />r,3 6125"
<br />'13.6"'
<br />14,1"
<br />4.9"
<br />3:7"
<br />38"
<br />`x1.-1)4'ENOEi7
<br />1/4 33
<br />TAP (SIP "T>`FA9" di
<br />y - 48
<br />TERESTEERES52
<br />70
<br />12,5"
<br />1& 0"
<br />LS.B"
<br />12.5"
<br />I&O"
<br />:12.5"
<br />160"
<br />7.4"
<br />1$.61
<br />1&0"
<br />116"
<br />12.r"
<br />T&a•
<br />8.7"
<br />11$"
<br />18.01..
<br />519"
<br />12.S"
<br />166
<br />10.7"
<br />12S'
<br />15
<br />7A"
<br />12_V
<br />1 .0"
<br />1"
<br />x 2.5"
<br />1&0'
<br />4 .9"
<br />2Z5"
<br />x 6-H7
<br />6. 9"
<br />Y2.9' :
<br />1 2.9"
<br />4. 7"
<br />12.r
<br />16F
<br />7.4"
<br />13.5'
<br />14,W
<br />&I-
<br />a"
<br />4.6"
<br />33"
<br />T 16 x Lim
<br />/ 3/b' 3r
<br />BRASS
<br />WOE HUSHING 41
<br />48
<br />y 52
<br />T
<br />TO
<br />S
<br />.0"
<br />&1 "
<br />7. "
<br />3
<br />12.5"
<br />.
<br />IS-
<br />S,1" 6,25'
<br />10 8"
<br />9"
<br />12.5"
<br />I&0"
<br />&6"
<br />5.9"
<br />Y25"
<br />I2,5`
<br />4.5"-
<br />4.f' 6.25"
<br />8.6"
<br />31"
<br />12.5"
<br />1 . "
<br />54
<br />S.B"
<br />5.Q"
<br />&2S`
<br />1a.7E
<br />3:9"
<br />22.5'
<br />14.2"
<br />5.2'
<br />4.7"
<br />&25"
<br />9.9`
<br />3.a"
<br />'3:2" 6.?.r
<br />5.2T
<br />i0:6"
<br />3:8"
<br />33"
<br />&25•
<br />7.3"
<br />_&T
<br />5,0"
<br />NOTES: ANCHOR R N :
<br />C O S
<br />Y
<br />I, ANCHOR SCHEDUHE APPI>� lO A11 PRODUCTS CERTIFTEII HEREIN,. NIi CM11_ PRO'sADES
<br />MVL)QMDNAi1OWABLEANSPACINQ; MHAXIMIIMALLOWABL.ESPANS AT INWGTEQ
<br />IN SPAN SCHEDULE SHALLAPPLY.
<br />I ENTER. MC40R SCHEDULE BASED fN1PANEL FASTENER SPACING, THEOUSTING: STRUCTURE
<br />MA tr&ANCHCRTYFSELECDSGN LOAD GREAERTHANOR TONEGATIVEDESIGN
<br />LOAD ON SHUTTER AND SELECT SHVN GREATER THAN OR TO SPAAl.SL3.ECT
<br />EQUAL
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION ISEE MOUNTING DETAILS ON
<br />MEET 2. FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3, "PANEL FASTEA19PSARE STUDS USED IN CONJUNCTION WITH ALLMOCTNTING EXTRUSIONS
<br />ALL "FT'- AND (INCLUDING bun DD(1T CON MONS)� TABLE VALUES FOR
<br />4. ANCHORS SHALL_ RE INSTALLED IN ACCORDANCE WITH MA ACTURERS'.RECOMPIOMMONS.
<br />& HCRIAW JE= HCFSESTRLcn Ate SHALL'coWo m TO ASTM C?30
<br />6. :MINIMUM EMSEDMENTSHALL BE AS NOTED INANCHOR SCHEDULE,
<br />7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FORM, BRICK, AND OTHER WALL
<br />FINISHES, WAIL FINIS_HEfi_ __SHALL DE LIMITED TO ](0" MAX OR SHALL BE VERIFIED BY OTTERS TO
<br />ADEQUATELY TRANSFER LOADS TO MOST STRUCTURE.
<br />B. 8E EMBEDDED TO - C� ONLY.
<br />[DJ� ANCINC NOTED THEREIN SHALL
<br />9. WHERE TONING S_ TRUCTURE IS WOOD FRAMING' EXISTING COiIDf_TICXNS MAY VARY. FIELD
<br />VERIFYTHAT F ARE INTO ADEQUATE WOOD NOT PLYWOOD. FASTENING
<br />FASTENERS ADEQ MAKING MEMO.
<br />TO PLYWOODIS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10, -WHERE ANCHORS FASTEN TO NARROW FACE Or SNIP FRAM0654 HOER SHALL BE LOCAIV IN
<br />C3T1BR OF 7" X 4' (FOAL.) W010D STIK] (Iy" EDGE DISTANCE IS 'CEP•1'A FCNR YNCXXJ
<br />FRAM110 .WOOD .'SILO Sl'#ALL Be'90UTIHERN PINE" G+O.55 OR GREA7TSi( LAG SCREW
<br />SHALL NAVE PHILLIP s' PAN HEAD OR HEX HEAD,.
<br />11 REMOVABLE ANCHORS ARE, ELOD PANE3L4ATI, ALL-M MM SOLM�SEr &
<br />12. MACHINE SCREWS SHALL HAVE 1/2" MINTMUM E NGAGE+ENT OFTHREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN WAD, TRUSS HEAR, OR WAM H (SIDEWALK BOLT) U"N.O,
<br />13, 4IMTMUM EMBED AM E DISTANCE EXCLUDES OR OTNHEKWALL FINISHES.
<br />14. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE
<br />is. * DIRECT MOLNiTiNG CONDM N &
<br />16. LINEAR INTERPOLATION IS NOT FADRMInTD FOR USE WITH THE ANCHOR SCHEDJES LISTED ON
<br />THIS SHEET.
<br />15-2394
<br />- .
<br />r7j
<br />2.250, O.II9 " O.CL6CL" 2,250" 1A4-Sa5T11Tfx u`
<br />b.750" # R 1 a.D,
<br />1, 10 GA
<br />$ - axes" S :;
<br />A94'§ C19H" 120" " td TYAft a
<br />Gr
<br />2
<br />1 i�4 052" ,062' „_�, �b.1 Znba'
<br />1 1.93n° 1.930' 03<1' 2 jn- .375' .06r'� - 7_00W �-- -� 2, �- TIP,
<br />1.3 41
<br />2� '}{• }nw 3 ,r.• 43
<br />BUPA -OUT `tt" F 4 PAN CLOSE S snW q I
<br />LU2 w �Lupl
<br />4.713*
<br />�1.56n' :�--i- 513. AMOUT
<br />A .3] - CIA
<br />O) 0 190' y^� 0.886 0,-,1
<br />305 1.SN1P •J
<br />--_ ----xz %ED" PANELcovERAGE S T 6i5' fwftTLi � b .x50" L FO Vim'
<br />1a.875" PANEL LETN3TF1 - 'E_ .i 'f
<br />�4.4904: 2.00(n. MAVE6 a's; z15 o.U85" 4a' R4.135° 305"
<br />LD�T "P , TRACT(
<br />iRAt',K 8 _ 0,09L# 4.710 0,957" iYA
<br />WASM¢RED rNa(6rLIT
<br />I
<br />K
<br />" 0,19n"'"I
<br />'F a1 ter
<br />avTnlAPwA(L D
<br />BE
<br />WDNiMyTcR" � � � e
<br />DISTANCE
<br />STNC EVON-YQ n- 1f
<br />1 i` 25' MAIL.q c
<br />- -' �'�--.25" MAX. ttJJeu
<br />O.Isr .,..�.:7.
<br />EfGS14N4CCA F1
<br />MAX, "OUDW 'Row-flR t2i jj
<br />RCUDWamDa� itO_.OUT g
<br />uwu�..rrskTAD. _ DIsTAt �,
<br />CLou" pram an
<br />DETAILS"A4AA&7i41-
<br />flt18NI10 CONhEi1�+ (#sETAB.€#
<br />IOW Bwo1cOA RCA
<br />MD
<br />OVEIAP WOOD PAMINO 3,6`2a"`{
<br />MAX,
<br />D.C. ft'P. :- FA4€EE€18"c',t;. �iix'sfcal
<br />- - LtTNAN L4LBt-TD TJ.
<br />uc s4Lv-srEe, - 1' esraa Lr DSc. tac6t
<br />eer MATEDRY'x1x 4' MAX• 1 MIN. �. LOADS OaH1T(NttID'101P0 PST'
<br />.szP 1ac1-nAilitl (DAAn+4eSaL�fAE AeAANt
<br />MEAN 8 03ANJOtC1aSUR2 DETAIL D ARLEf N
<br />M
<br />s
<br />Q TIUF NDIAPT LL09w'E L!�
<br />RX&
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />WE PANELS)
<br />Pk41BMEA,D.C: 60tlt tl08W17N LON'a5 A1�T �
<br />DgMM ivnf Mtr&C, Rx9 Arnngo
<br />CxEAT1AUPT0197 PSF (SEE #MGSigrt',.:$$,ANY
<br />ACCEPTABLE AR209
<br />£ eAUAI4wiTMA NT asLSaPE DETAIL
<br />MAX
<br />INS-
<br />1. srners steTeRi pot. WkWEL taWALx. Low"AR"posehomyl LMmA oe MD�,TtT1 r
<br />C1N01TTONSATTOO OIt1�. PAN IOWTRS t1'SSTMNH TNOBE IWTSI ai TARE ARP/E Ax1!NaT
<br />AOCE4TARE
<br />1. NasEPaRA7LONFRON GLASS ISNMuaUS)mDw»wuD:luMterMsvn6nTaeT(Da(-sWw0�rM
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<br />4, TABLEAPPLIEBT4807It2(WITNORVAtNWYST1'LWAOLTafAlxltSQat aTHOAfB�eeNiEt.
<br />FABTEREA5.4 A2.6"6.2S C+.L.
<br />S. PANSNAY St"A"� MIDIOAINU'.3>aG C41E(1T DP THE DPROM/p.TOP 0A1g1TYOM LYOSUR1Sf�
<br />OMING DETAA n USOiG ANY 11 P:I"TAR0 OHRITCiAN MOWN IN TWSE 6M0 VRNO&
<br />r L OPTIONAL INTERIOR FASTENING DETAIL
<br />ANCHOR SPACING SCHEDULE:
<br />23 GAUGE PANELS; PANEL FASTENERS 012,5" O.C,
<br />M
<br />'
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<br />OP oNAL EGRESS PANEL DETAIL
<br />�. TNTE DR FASTENING
<br />MAX ➢ests N
<br />ANCHM
<br />C
<br />PRESPAW
<br />TYPE (p`)
<br />_
<br />4• x 2" EMBED 1! 33
<br />LAG SCREW 41
<br />48
<br />52
<br />7a
<br />N114x • 2 11/ 33
<br />wow SCREW 41
<br />48
<br />52
<br />70
<br />iw x -1 4 ftib 33
<br />T REP AP0 "CPAS" 41
<br />�yy. 48
<br />T' � 52
<br />70
<br />7 16' 1 x W 6NBr33
<br />41
<br />ALL, PO111T5 BRASS1GDA9n
<br />MNBtNT1
<br />48
<br />y 52
<br />3/4" EDGIE DiSFAPBCE
<br />SPAN UP TO W-W
<br />CMP(NTYPE
<br />C1 C2 C3 of
<br />SPAN LP TO a$
<br />cowTYpF
<br />Cl C2 C3 C;4
<br />SPAN LA'T@irw
<br />ODN"TYPE
<br />CA c2 c3 04
<br />i2.S"•
<br />Tab"
<br />I 16.0"
<br />8.8"
<br />12,5"
<br />16,0"
<br />i4.1"
<br />&V
<br />12-r
<br />16.V
<br />10.1' 4.4"
<br />12.3"
<br />a,571614"
<br />3&0"
<br />16.
<br />I&W
<br />7,V
<br />&V
<br />I2.
<br />12S1
<br />1 0"
<br />1&V
<br />lie,
<br />11.1"
<br />5,r
<br />4,8'
<br />12 71
<br />12S'
<br />16A"
<br />1&(&r
<br />9.r" cr
<br />90' 3,9"
<br />f1,5"
<br />16.0"
<br />11.9"
<br />51`°
<br />12.5"
<br />16.0"
<br />&3"
<br />11V
<br />1i.W
<br />I&V
<br />7.9" 34
<br />IZE,
<br />16.0"
<br />16.0
<br />10.1'
<br />12.5'
<br />xa.o°'.
<br />ILA"
<br />7.0'
<br />11.7
<br />1&W
<br />7A' 4.8"
<br />1 - a,5"
<br />115"
<br />1291
<br />AILS"
<br />16,a"
<br />1&O'
<br />1&0"
<br />1&a'
<br />13.2"
<br />IL3"
<br />30.4"
<br />7.8"
<br />81"
<br />7.V
<br />6.4"
<br />4:8"
<br />12»5"
<br />115"
<br />12.5"
<br />12.5"
<br />Y&a'
<br />x&V
<br />I6,0"
<br />144,8"
<br />9.2"
<br />7.V
<br />T;r
<br />5,4"" •
<br />S,6"
<br />4.8"
<br />4.4"
<br />3,3"
<br />12S
<br />12.5"
<br />12.E"
<br />11 5"
<br />36 (T"
<br />160'
<br />I
<br />I4.2"..
<br />& 4 a" 6"
<br />6.1" 37'.
<br />5.Y' 3.2"
<br />1 :5"
<br />a 2
<br />La„0"
<br />1
<br />1
<br />1 `
<br />6A"
<br />a
<br />1. 8"
<br />12,5"
<br />16.MY`
<br />7.a"
<br />12S,
<br />16,0"
<br />22.a'"
<br />12.5"
<br />16.0"
<br />8,7"
<br />I2.5"
<br />Mir&2"
<br />lx,s':
<br />16.0"
<br />Wr
<br />12.5"
<br />I6.0
<br />7A'
<br />12,5'"
<br />15.9"
<br />r. awl
<br />12,5"
<br />1&0"
<br />9.9"
<br />12,5"
<br />1&0'
<br />6.9"
<br />11S"
<br />Y5.3"
<br />CS""
<br />2.5' 1
<br />1&
<br />7.4"
<br />,.!V0"
<br />V
<br />14,0-
<br />S,1"
<br />12.5'
<br />i3.e
<br />4,9"
<br />i15"
<br />16 a"
<br />8.1"
<br />73'
<br />12.5"
<br />15S"'
<br />S,fi"
<br />5.f" &
<br />10, 6'
<br />` 3:9" 3.5"
<br />12.5"16.0
<br />e
<br />t,S"
<br />125"4.
<br />S
<br />&
<br />9.0"
<br />3.3"
<br />12.5°
<br />iS.4"
<br />5.6"
<br />S.0"
<br />&2'S"
<br />3a7"
<br />.3,9"
<br />3,5"
<br />&25'
<br />&3r'
<br />3A"
<br />12.51
<br />me
<br />&r
<br />4.7`
<br />&25"
<br />4.9'
<br />3,6"
<br />32"
<br />70 6,2_10.61 3.8" 3.5" 6.2S"
<br />ANCHOR NOTES:
<br />1. ANCHOR
<br />LTHd SCHEDULE APPLIES TO ALLPROD(1CIaI;EIM'fIFIEDHEREIN BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANC40R SPACING. MkXIMBM ALLOWABLE INDICATED
<br />W SPANS
<br />IN SPAN SCHEDULE SiALLAdY,
<br />2, ENTER ANCHOR, SCHEDULE BASED ON PANEL FASTENER SPACING,THE WS TI(G
<br />MATERIAL,IA ANCHOR TYPE SE DESIGN THAN RUAL.. IBC}• LOAD GREATER 0 TO HIEGATFWETAES•IGV
<br />LOAD ON SHUTTER AND. SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT
<br />CONNECTION TYPE BASED APPROPRIA"L-EMOUNTING-- NDITT (XN CONDITION MOUNTING DETAILS ON
<br />SHEEP 2 FOR IDENTIFICATION OF CONNECTION INPQ
<br />3, 'PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />M-TRACK STUDDED ANGLE, ETC:). USE &25' C.C. PANEL FASTENER SPACING TABS VALUES TOR
<br />S,
<br />ALL "H"- AND '11-HEADERS (INCLUDING INJUDOUi CCNNDI DNS),
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS" REO"S"ITONS.
<br />S. HOLLOW BLOCK HOST STRUCTURE SKILA _'C;ONF ORM TO ASTM C90 BLOCK.
<br />& MINIMUMEMBEDMENT•SHLALLBEAS-NO'rWINAKWRSC'HEDULL
<br />7. MINIMUM EMBEDMENT AND EDM DISTAL € CC LUDES S111000, FOAM, BRIM AND OTHER WALL
<br />FINISHES. WALL FINISHES SHALL BE LUCTM TO 114' MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />IL CONCRETE ANCHORS NOTED HEREIN SHALL. BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />9.. WHERE EXISTING STRUCTURE IS WOOD EXISTING CONDITIONS MAY VARY. FIELD
<br />EXISTI. FRANYNCa
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FAST15 I=
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SHOE CLOSURE PIECES,
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OPSTUD FRAMING - SHALL EE TEIT FASEFJNF3i kOC:A I1
<br />CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUI] (V4 EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE -SOUTHERN PINE' G-O.SS OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHR AJPS ,PA'N HEAD OR HEX Ham,
<br />11. REMOVABLE ANCHORS ARE: ELC:OFAMELMAXE, ALL -POINTS SOLID-5ET & BRASS BUWNG
<br />12, MACHINE SCREWS SHALL HAVE 112MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) Lmo,
<br />134 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUU'CD 09 CTTHER WALL
<br />14. 00 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOTACCEPEABLE LASES,
<br />;IS. * DIRECT MOUNTING coNDmon
<br />16, LINEAR INTERPOLATION IS MATT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THISSHEET,
<br />.. 15-2394
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<br />19
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<br />"1" MOUNT SECTAIN _-._
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANS; PANEL FASTENERS O 12.5' O.C.
<br />2,T5 � DtANN:E
<br />-
<br />ANCHOR (>EasL�i SSIM
<br />..TYPE
<br />SPAN UP W-W
<br />SPAN tip T06"-6<
<br />w 1T-w
<br />SRI"TYPLI
<br />Cl CZ CD C4
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<br />a C2 C3 C4-
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<br />1 _- . -33
<br />1H4 rSi INTN C'@.°$ 4A
<br />48
<br />2
<br />7 0
<br />12
<br />16:
<br />4.7"
<br />9.V
<br />12,5'
<br />160"
<br />10,2"
<br />&,8"
<br />:. 12.5"'
<br />16.0`
<br />9.1"
<br />&1"
<br />12.9'
<br />1 6,0"
<br />I...8"
<br />1
<br />8,0'
<br />12.5`
<br />&
<br />1 V
<br />&2"
<br />5.5"
<br />2ILL
<br />1 5"
<br />16.01
<br />"
<br />8 5"
<br />12.5"
<br />16.0'
<br />10.1"
<br />&a'
<br />12.5"
<br />1&0"
<br />&2
<br />SA-
<br />: 12.S"
<br />1610"
<br />.1"
<br />SA"
<br />2
<br />1
<br />-.
<br />r -
<br />12.5"
<br />16,0-
<br />a 1
<br />f 5.4-
<br />32.9'
<br />16.0"
<br />0.1"
<br />SA"
<br />12,5"
<br />Y .
<br />6 tl"
<br />& 1"
<br />5.4"
<br />12.5"
<br />1&0"
<br />& Y"
<br />5 .4'
<br />32 .5"
<br />36:0"
<br />8.1"
<br />5,4"
<br />prof
<br />x I- 4, 64IT ii
<br />ELCOULTIRACON r3
<br />x&6pw (Nd mxc> 41
<br />48
<br />SZ
<br />70
<br />12.5'
<br />16,0"
<br />1 &Q'"
<br />16.0"
<br />Y1.5 '
<br />6.
<br />2 0"
<br />IS �`
<br />i2, tY`
<br />1a.5"
<br />16;a"
<br />13.4"
<br />la7"
<br />12,r
<br />16.0"
<br />1&0'113,9"
<br />IZr
<br />I1CW
<br />221
<br />9.e
<br />12.5"
<br />18;
<br />0"
<br />9.6"
<br />11S'
<br />16A'•
<br />14.V
<br />11.9'
<br />12S'
<br />i&V
<br />TL9"
<br />9.5"
<br />12.7
<br />16.0"
<br />1.9'
<br />a.6"
<br />115"
<br />1&0"
<br />13.8"
<br />110
<br />115'
<br />16.V
<br />11,9"
<br />9.5"
<br />12.6"
<br />36.iM'
<br />ix9"
<br />9.5"
<br />ii-s-
<br />16.0"
<br />IL9"
<br />9.5"
<br />1 'Zr
<br />16:r
<br />11r
<br />9.5"
<br />12.5"
<br />ICI'
<br />11.9"
<br />915'I
<br />iC
<br />114.0jor new 33
<br />ALLi65 -� -
<br />POLL OIRM LID 41
<br />46
<br />52
<br />70
<br />iiS"
<br />16,0"
<br />16.0"
<br />1r.W
<br />add
<br />Me
<br />15.r
<br />13.4"
<br />12,r
<br />1&0"
<br />14.0"
<br />11.9"
<br />12.5"
<br />16.0"
<br />wr
<br />mr
<br />12.5"
<br />16.0'
<br />x2.6"
<br />S&g
<br />12 V
<br />16A"
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<br />1a7"
<br />12-9°
<br />ACV,
<br />1516"
<br />13.7
<br />12.7
<br />16.0
<br />12S'
<br />ICW
<br />12.5'
<br />16A"
<br />ILL
<br />I&C
<br />12_V
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<br />14R'
<br />12-7
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<br />12S'
<br />10h'
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<br />16A"
<br />115"
<br />10.6"
<br />xl- ' 33
<br />. sx
<br />48
<br />52
<br />- 70
<br />12.5"
<br />36.0"
<br />Y6.a'
<br />16,0°
<br />315"
<br />16.0.
<br />16.0"
<br />14.E
<br />12.7
<br />16.0"
<br />16.0"
<br />2L6"
<br />12.5"
<br />16.0"
<br />16.V
<br />1&0"
<br />12ae
<br />1&0'
<br />15,7'
<br />11,4'_
<br />12S"
<br />1&0"
<br />35:6"
<br />1L3"
<br />12.5'
<br />16:0"
<br />1&9"
<br />i_4.3"
<br />12,5"
<br />1 .
<br />6 D"
<br />15,5"
<br />1L2"
<br />12. 5"
<br />16. 0"
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<br />1,2"
<br />12S'
<br />16.0"
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<br />12-V
<br />16.0"
<br />1S.5"
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<br />12S'
<br />.15.5"
<br />1L2"
<br />1
<br />16,a"
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<br />DISTANCE
<br />=
<br />VO
<br />V161 x 1-1i4' emm 33
<br />H3.00111TRACO11 41
<br />48
<br />52
<br />70
<br />&25"
<br />6.Ir
<br />&25"
<br />12.5"
<br />10.3" &25" 7.1"
<br />&r
<br />7:1°
<br />1610" &S" &7" &2S' Y3.7"
<br />6.19`"
<br />625,
<br />: 6.4•
<br />x -1-VIVDIND 33
<br />I3.COULTRACON 41
<br />48
<br />- - 52
<br />79
<br />'115"
<br />-t rl
<br />11.7"
<br />6.25"
<br />9.r
<br />&25"
<br />42S"
<br />9.4"
<br />9.9"
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<br />10.8°'
<br />6.25"
<br />9,3"
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<br />9.3"
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<br />&25"
<br />4.3"
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<br />1M" x 1.4w Er*w 33
<br />TTW SS, 41
<br />48
<br />�. 52
<br />10
<br />12.51
<br />Ice"
<br />7.5' T.3" 12,5'
<br />134'
<br />S.r
<br />S:O"
<br />6.2P
<br />12.
<br />115"
<br />AS.6"
<br />&(P 5.8" 6,25"
<br />10.8"
<br />4.2"
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<br />12.5"
<br />13.r
<br />5.1" SA" &25"
<br />1 Am"
<br />4.Y"
<br />4,0"
<br />6.25"
<br />10.7"
<br />6.25"
<br />12,3"
<br />4.7" 4.8` &2S
<br />Ia7"
<br />4.i"
<br />4"0"
<br />6.2S"
<br />10,7"
<br />6.2S"
<br />10.r
<br />4.1"
<br />4.6" 6.25'
<br />10.7"
<br />4.1"
<br />4A'
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<br />10:7"
<br />_
<br />lwx7xgmm 33
<br />AMONTSSMID-SET 41
<br />48
<br />7k 52
<br />70
<br />12.5"
<br />16.0"
<br />14.1"
<br />11.3"
<br />I x2,S"
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<br />9,7"
<br />7.6"
<br />13.5"
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<br />16.0"
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<br />I I2.S'
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<br />Me
<br />7"7"
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<br />7.7"
<br />&r
<br />115'
<br />is.1-
<br />8 9"
<br />7,2"
<br />115"
<br />1&0"
<br />7.7"
<br />a i"
<br />12.5"
<br />1a.0"
<br />7"7'
<br />6.2"
<br />12.5"
<br />ia,p'
<br />7,F"
<br />6.2"
<br />U2 r
<br />1&W
<br />7.r
<br />- 6.2"
<br />12"S'
<br />164"
<br />7.7"
<br />6.2"
<br />1A4"iti-1A4".EHSED 33
<br />9.CO PANUAKM 41
<br />48
<br />52
<br />zREaREEU 70 1
<br />1a.S"'
<br />Y&a
<br />&4,
<br />59
<br />ENT
<br />!I a
<br />4.4.
<br />4,1"
<br />&25"
<br />10,r
<br />4.0'
<br />37'
<br />12,5"
<br />134'
<br />S.2"
<br />4.e
<br />&25'
<br />9,r
<br />3n6'°
<br />313"
<br />63S"
<br />ILI,
<br />3.6'
<br />3.3"
<br />&25"
<br />ILS"
<br />4,4"
<br />411"
<br />&2S"
<br />9.r
<br />3,r
<br />3-r
<br />6.M
<br />%2"
<br />3,,5"
<br />33"
<br />CIS"
<br />10,6'
<br />4.1"
<br />3.8"
<br />6.25''
<br />9.2"'
<br />34'
<br />3,3"
<br />&2V
<br />9.2'
<br />3.S"'
<br />3,3"'
<br />&25"
<br />91"
<br />3.91
<br />3.3"
<br />&25"
<br />9.2"
<br />9.2"
<br />3S'
<br />3,311
<br />ANCHOR SPACING SCHEDULE:
<br />22 GAUGE PANELS; PANEL FASTENERS CS 6.25. O.0
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<br />3/4* EDU DISTANCE
<br />PLAN MISIIIN
<br />ANCHOR PROSOM
<br />TYPE
<br />SPAN UaTO 61-W
<br />II-w
<br />SVaw LWT012'-W
<br />AmIlf"
<br />a Ca c3 C4
<br />COMM TYPE
<br />ci c2 a C4
<br />GNNN1 TYPE
<br />CI c2 OI C4
<br />LASSIMEN 41
<br />48
<br />- 52
<br />70
<br />12.W
<br />1&0"
<br />16A 1
<br />mr
<br />12.swi
<br />ma"
<br />16.0"
<br />7,S"'
<br />115"
<br />i6A'
<br />�i&O"'
<br />&r
<br />12.r
<br />1&0"
<br />1&0'
<br />LW
<br />Amp
<br />IBA"
<br />Y S.D"
<br />&1"'
<br />L2Jr
<br />1 6A"
<br />14.r&n"
<br />12:r
<br />IJLV
<br />1&("
<br />745"
<br />12,5'
<br />16.0-
<br />&.
<br />Y4.7"
<br />&C'
<br />12. S"
<br />16,0+"
<br />14:7"
<br />6.D"
<br />12..
<br />1&O"
<br />1&0"'.
<br />6.9"
<br />12,5'
<br />168"
<br />4
<br />Y 7"
<br />& Q"
<br />12.5'
<br />168"
<br />-14.7
<br />& E
<br />115'
<br />16.D"
<br />14.7'
<br />&a'
<br />12.W
<br />16A"
<br />14.r
<br />&0"
<br />115"
<br />1&O'
<br />14.7'
<br />&&'
<br />C
<br />#14x1 33
<br />WO.N 41
<br />1
<br />�y 8
<br />- S2
<br />70
<br />x2:5"
<br />16.D"
<br />1&Q"
<br />16=1
<br />115"
<br />x6.0"
<br />12:1"
<br />7.0"
<br />I2.5"
<br />160"
<br />10.6"
<br />6.2"
<br />12,5'
<br />16-V
<br />I4,A
<br />8 x"
<br />11 S'
<br />1&0'
<br />9"7"
<br />SS"
<br />12,5'
<br />1&0"
<br />9.r
<br />5:6"
<br />12.5"
<br />1 "
<br />&0
<br />12.8"
<br />7,0"
<br />12,5`
<br />Y&a'
<br />9.ffi"
<br />5.6"
<br />32.5"
<br />1&0"
<br />9.6"
<br />S:6"
<br />12.5"
<br />1&W
<br />11,1'
<br />64"
<br />ITV
<br />1&a'
<br />9.6"
<br />a
<br />12.V
<br />16.0"
<br />9.6"
<br />5:6"
<br />12.9"
<br />1&0•
<br />Ike
<br />8.6" izIr
<br />1&a'
<br />%W
<br />S,6•
<br />12.5"
<br />16.0"
<br />9.6"
<br />5,6'
<br />1A4"xY-1!4' - 33
<br />7AP(RFIP'CFA• 41
<br />48
<br />52
<br />70
<br />315"
<br />I&
<br />16A"
<br />I2.
<br />1&a"
<br />II.S"
<br />22,5'
<br />16.Cr
<br />mr
<br />12fi
<br />Me
<br />13.3"
<br />12 5'
<br />x6,
<br />s.r
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<br />1a.6•
<br />sx
<br />12.E
<br />1&8"
<br />£L4"
<br />i2:.S'
<br />la.0"
<br />9.x"
<br />12.S"
<br />1&V
<br />9.1"
<br />12.
<br />irw
<br />lay"
<br />12.
<br />ICW
<br />44,
<br />- 12.S"
<br />izr
<br />12.r
<br />1&a"
<br />9.1"
<br />120
<br />Y&0"
<br />9.1"
<br />/16'x - 33
<br />AL:..POINTS BRASS 41
<br />W00D�8ts"M 48
<br />52
<br />--...- 76
<br />L2.r
<br />16.0"
<br />6.6"
<br />7.3`
<br />YSS"
<br />6.a'
<br />.
<br />S"
<br />13.a'
<br />s.3•'
<br />4,5"
<br />12.5"
<br />16.6"
<br />7:MY
<br />5.9" 12,5"
<br />12.5"
<br />4,6"
<br />4.1"
<br />6.i5'
<br />12S"
<br />15A'
<br />S.9"
<br />5,0" &2S`
<br />12.r
<br />4.7"
<br />4A"
<br />&25"
<br />F2.r
<br />14.r
<br />5,5"
<br />4,7" 6. V
<br />12.3"
<br />4.7"
<br />&25"
<br />12.3"
<br />4.i"
<br />ANCHOR NOTES:
<br />1 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERII HHEREK BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY.
<br />2- ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACH4 THE EXISTING STRUCTURE
<br />MATWAL, &ANC O R TYPE; SELECT DE MN LOAD C:RFATER eI#AN OR EQUAL TO DATIVE DESIGN
<br />LOAD ON SIwrm AND SELECT SPAN GREATER THAN OR EQUALTo SHUTTER SPAN.SELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNELTIONTYPE).
<br />3. 'PANEL FASTENERS" ARE STUDS USED IN COPDUNCIION WITH ALL MOUNTING ECTR[lSIow
<br />('F'-TRICKS, STUDDED ANGLE, ETC). USE &25' O.C. PANEL FASTENER SPACINGTABLE VALUES MR
<br />ALL AND'WHEADERS (INCLUDING BUHAOUT
<br />4_ ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH H1MUFAcnmfft' RECOMMENDATIONS.
<br />5. Nt1LLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK
<br />6. MINIMUM EMBEDMENT SHALL ONE AS I'NYItS'Y IN ANCHOR
<br />7, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDIESSIU00o, FOAM, BRICK, AND OTHER WALL
<br />FWSHES 'WALL.. FINISHES SHALL BE LIMITED TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATRY TRANSFER LOADS TO HOST a`TAMiGTURE.
<br />S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLt
<br />S WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTS N TO NARROW FAGS: OF STUD FRAMING, FASTENER. SHALL SE LOCATED IN
<br />CENTER OF NOMINAL r X 4" (MIN.) WOOD STUD ()' EDGE DISTANCE IS ACMPTAW FOR WOM}D
<br />FRAMING). WOOD STUD SHALL BE SOUTHERN PINE' G-O.SS OP. GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />11, REMOVABLE ANCHORS ARE: ELCO PANKXATE, ALL_ -POINTS SOLW-SET 9. BRASS BUSHING.1ST, MACHINE SCREWS SHALL HAVE 1/2" MDDMUM ENGAGEI UOMT-OF T}RtEADS INTO THE BASE
<br />ANCHOR AND MAY HAVE ErrHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
<br />13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLAJDE5 STIK:£O OR OTHER WALL FINISHES.
<br />14. ti DESIGNATES ANCHOR CONDITIONS WHICH ARE HOT ACCEPTABLE USES.
<br />15. DIRECT MOUNTING COMIDITIOINb.
<br />16. LINEAR INTERPOLATION IS NOT PERMITTED PMUSE V9M_ THE ANC3HM �MEDULES LISTED ON
<br />THIS SHEET1
<br />IfANCHOR
<br />q"01111R
<br />TYPELAS
<br />PRpakl
<br />(7
<br />3A4'x2"
<br />33
<br />1W
<br />41
<br />46
<br />S2
<br />70
<br />PI4x I_J75F BmH1
<br />33
<br />Y(000
<br />41
<br />46.
<br />_
<br />52 :
<br />70
<br />i' 1A
<br />33
<br />TAP C,''C"AS'
<br />41
<br />40
<br />D 52
<br />70
<br />6' x ENBETI Al
<br />33
<br />ALL(g7MS BRASS
<br />YA00(I BI
<br />41
<br />48
<br />p,,�
<br />52
<br />..� - 3I4" EDGE DISTAL
<br />SAAND TOB4f"
<br />_ SPM P704-fr
<br />IR.T�D IYS
<br />CONK TYPE
<br />ca C2 C3 C4
<br />O00114 TIP!
<br />CL C2 C3 C4
<br />CQtiN'TYPE"
<br />C1 C2 (3 CH
<br />315"
<br />115"
<br />12,5"
<br />1 2S"
<br />26,0•
<br />16.0"
<br />1&I'
<br />Y &V
<br />x&0a
<br />I&OP
<br />1&t7`
<br />I 6.I"
<br />£ 10.9"
<br />Le
<br />7,s"
<br />&V
<br />:115`
<br />123`
<br />12S"
<br />Ia,S"
<br />16.0°
<br />I6.a'
<br />f&Q"
<br />fd.(I"
<br />16.0'
<br />14,1"
<br />13.0"
<br />YLl"
<br />7S'
<br />6.1"
<br />S,r
<br />4.8"
<br />12.5"
<br />12-r
<br />12.r
<br />12.5"
<br />1&0"
<br />16.0"
<br />i&0'
<br />1&0'
<br />0"
<br />%f
<br />&r
<br />7.
<br />- 2"
<br />4 E"
<br />31"
<br />3.3'
<br />12.5'
<br />1& 0"
<br />11 .9"
<br />5.1'
<br />12,5"
<br />16.0"
<br />&3"
<br />36"
<br />125"
<br />d5'.6"
<br />5.S'
<br />$2.5"
<br />22.S"
<br />12.5"
<br />ICW
<br />1&a"
<br />16a'
<br />16,a"
<br />I"
<br />iLY
<br />I%V AIN'
<br />&1'- 2.5"
<br />1
<br />7.v 12,5'
<br />16.0"
<br />4 6"
<br />&
<br />&
<br />1 Q"
<br />13 :4"
<br />4.2"
<br />7 .8"
<br />7.0"
<br />S, "�
<br />6
<br />4,8'
<br />12,S'
<br />x1 S"
<br />215"
<br />1 CP"
<br />&
<br />1&0"
<br />14 8"
<br />,8
<br />7 "
<br />&r
<br />5.4"
<br />48"
<br />3.9"
<br />3.3"
<br />12,5"
<br />2a.a"
<br />S1L4
<br />64" 12.
<br />1 a Q"
<br />7, 2, T
<br />4 4
<br />12.
<br />d3,6"
<br />7
<br />f1 5"
<br />14.a
<br />S. 41°3,
<br />6.25"
<br />lal"
<br />3.7"
<br />35
<br />2S"
<br />Y&a"
<br />YO 8"
<br />i
<br />22.5"
<br />16.6"
<br />7.4"
<br />12.5"
<br />16.1V
<br />116"
<br />22.
<br />I&0"
<br />cr
<br />i+iY9
<br />115'
<br />1&V
<br />S.9"
<br />12.5"
<br />1610"
<br />101'r
<br />1151.
<br />1&0,
<br />7.4"
<br />115"
<br />14,0"
<br />51"
<br />12.V
<br />16.0'
<br />9.9"
<br />a.
<br />12.r
<br />1&0'
<br />7.4"
<br />12.r
<br />16A"
<br />&1"
<br />7S" LLS'
<br />15.5
<br />.6"
<br />1fl.6"
<br />12S'
<br />la.Q'
<br />&IL'
<br />S.9" Y2.S'"'12.5"-
<br />4.S"
<br />4.1"...6.25"
<br />&6"
<br />3.1" LUM
<br />12-7
<br />ASA"
<br />&6"
<br />` 5.a" 6125"
<br />10.7"
<br />3.9"
<br />3S'
<br />6.25"
<br />7.3"
<br />12.5"
<br />14.2"
<br />5,2'si`
<br />&2Y
<br />9,9"
<br />3,6'
<br />3.2"
<br />6.29'
<br />6,7"
<br />70 &i5' 110.Vl 3.r ` 3.S" C255" 7,3" 5,0".
<br />ANCHOR NOTES:
<br />1. ANCIM SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR'SPAGING. MAXIMUM ALLOWA
<br />BLE SPANS AND PRESSURES INDICATED
<br />IN SPANK SCHEDULE SKALL APPLY.
<br />2, ENTER
<br />__.AF�DR SCHEDULE BD ON PANEL FASTENER THE EXEMNG STRUC
<br />TURE
<br />MATERIAL, BANCHORTYPE, SELECT DESIGN LOAD GREATLATHAN CXEQUAL TiNEGATIVE DESIGN N
<br />LOAD OINSHBITrtRAND SELECT SPANGREATER THAN OR ECiLIAi TO SSHUTTERSPAFLS€IECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTINGQDNnITTONSEE MOUNTING DETAILS ON
<br />SHEET 2 FOR YDENTIFI 7T CA CLN OF COPRRNE£CiTt®N
<br />3. "PANG. FASTENERS"ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />C r-TRA(X STUDDED ANGLE ETC.), USE 6.25' D.C. PANELFA5iFNER-SPACRIG TABLE VALUES FOR
<br />ALL "H"- AND "U">MEADERS (INCLUDING BUILDDUT )<
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MAIWAGTURERS' RECDMMPENDATIDNS.
<br />S. HOLLOW BWC K HOST STRUCTURE SHALL CORM TO ASTM C90 BLOCK,
<br />6. MfI TMRRI EMBEDMENT SHALL BE AS NOTED IN AiNC HOR 5C AXE.
<br />7, MINIM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, PDAM, BRICK, AND OTHER WALL
<br />FINISHES. WALL FIDOSHEs SHALL BE LIMITED TO Ile MAx OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO MM SMCTURE,
<br />S. CUNCUIEM ANCHORS NOTED HEREIN SHALL BE E4PEDDED TO UN-CRAXXED CONCRETE ONLY.
<br />9, WHERE EXISTING STRUCTURE IS 1GEr1�P1 £dVDTIMAY VARYFl>3..D
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOTPLYWO= FASTENING
<br />PLYWOOD IS TO ACCEPTABLE ONLY TCq@i SIDE Cit>GNtE PIECES..
<br />10. WHERE ANCHORS FASTER TO F D NARROW ACE OF STUD I•THAhM1MKi FASTENER SHALL. BE LOCATED IN
<br />CENTER OF NOMINAL. 2' X 4• (MIN.) WOOD STUD (3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAt4IHG).. WCiDn STTASHABI-BE'SQUTIBRN PINE- a-O.SS GREATER DENSM. LAG BMW
<br />SHALL HAYS PHHILLTPS PAN HEAD OR HEX HEAD.
<br />It. REMOVABLE ANCHORS ARE: ELCO PANELPIATE ALL-PDYNPS SouO-SET 8 WASS BUsHrNG.
<br />12, MACHINE SCREWS SHALL HAVE 1/r MINIMUM OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SWMAIA BOLT) UA.O.
<br />13, M04MUM EMBEDMENT AND EDGE DISTANCE EXCi R DES' STUXC OR 10THER. WALL FINISHES,
<br />14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE' USES;
<br />15, or DIRECT MOUNTING CONDITIONS,
<br />16. i,INEAdR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR DES LISTEDON
<br />THIS SHEET.
<br />zz
<br />TY�
<br />15-2394 "I
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