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<br />SCE $HIM I I TO ANCHORS TYPE a SPACING FOR OWAUATKNq WM WOOD EMIT WXDO"
<br />R WNeRM AMOCR SPAGtYA AND UA A EDGE DISTANCE ARE INDICATED ON 1,11111 Sa6DIAE MR LD
<br />LESS THAN .MT3:TO OR SCHEDULE REDUCE ANCHOR SPALwr N WLWYM SPACING SHOW ON
<br />SCHEDULE In THE FMJO•IN0 FACTOIf4. NOR INS, OKMIION TO K POSSOU. RFD) = SPACING
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<br />^ SPACINGS ONLY VA)D WHEN SPACER®IS USED. SEE #1 FOR MAX. A.S.D.
<br />DESIGN LOADS a MAX. PANEL LE WHEN SPACER IS USED.
<br />i 3' MAX.
<br />D.M. 2Q. , ie .
<br />DI ) .. -.1 - - _ - - - --- _-
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<br />e MAX. PANEL LENGTHS ARE DNA VAUD FOR INSTALLATIONS
<br />W/ SOLD SET ANCHORS t W/ Qq SPACER AT 12 1/2- O.C.
<br />- - - -.ANCHORS (SEE SECTIONS O KYEI/MTNES ON SHEETS la. 14, 15 k16)---- - - - __ .- _- -
<br />+R-tA/13, R-2A/I3, R-3A/14, R-1B/13, R-28/13, R-38/14, r MAX.'
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<br />REGULAR S�DRM PANEL + i 1 1 '. REGULAR Sr$RY PANEL li e•-e• O .40.0. -40.0 P-•.1.
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<br />R-IAW/13, R-ZAW/15, R-SAW/19. R-1BW/15. 11-28W/15, 11-38110/16.
<br />---- _..... .. - ...ANCHORS (SEE SECTIONS At ALTERNATIVES ON SHEETS 13, 14, 15 kill)- -- --- ... -
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<br />LIFE SAFETY STORM PANEL (J) ELEVATION (t) -
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<br />SCHEDULE FOR REGULAR STORM PANEL C, INSTALLATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURE
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 k 5)
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