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TABLE 15: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. - Spacing for"Integral- 1-4 Sash 39-Height 36-Height 48-Height Height -30;-HeIght 1 36-H, Ighl Fin"Installation — Vfidth H Head 11 E Head 1�1 Head Head Head Bad Head E E Ei ,,ead 8, Head H Head Anchor Anchor Reint Level (11 IT) Sill Sill &Sill 11 a Sill In &sill -- &Sill &Sill &LIM 2, Gmup E Group F R3 Anchor Group A Anchor Group C 2.51 4- PRODUCT REVISED 0 the Florida 25-1/2- 12.147 T-HE+Tl --I+—C2+1 -3 I+C2+1 41 J-C241 4 I+CM2+ 4 I+C2+i 21 I+C2+1 3 I+C2+1 4 I+C2+1 -4-1—+C2+1 -4 as complying with NOTES, NOA-No. 17-0411.09 28- 13.397 I+C2+i 2 I+C2+1 3 1+C2+1' 4 I+C2+1 4 I+C3,1 4 1+C2+i 2 1-C2+1 3 I+C2+1 4 1+C12+1 4 1+C2+1 4 1)FRAME DIMENSIONS ARE SUCK 36" 17.397 I+C2+1 2 I+C2+1 3 1+C2+1 4 1+C3+1 4 i+C3+1 4 I+C2+1 2 I+C2+1 2 I+C241 4 1+L-2+1 4 14-C2+1 WIDTH AND DUCK HEIGHT(SEE E-pi,-U.n Date 09-12412020 SHEETS 3-4).SASH SIZE IS AS PER THE 42' 20-3977 1+C-I+l 2 1+C2+1 3 I+C2+1 4 1-03+1 4 1+C3+1 4 I+C2-1 2 I+C2-1 3 I+C2-1 4 1+C2+1 4 1+02+1 4 FIGURES ON SHEETS 6-S. by - mi.-I-0 .P-d..t Coot-1 48" 23,397 I+G241 2 I+C2+1 3 I+C2+1 4 1+C2+1 4 I+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 I+C2+1 4 I+C2+1 4 2)FOR SIZES NOT SHOWN,ROUND UP SO* 29.397 2+C2-2 2 2+C2+2 3 2tC3+2 4 2+C3+2 4 24C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4- 2+C2+2 TOTHENExrAVAII.ABLE" THO WADDED NOTE TO ANCHOR - HEIGHT DIMENSION SHOWN D0N THE 36.897 2+C2+2 2 2+C2+2 31 2+C3+2 4 2+C3+2 41 2+M+2 14 2+C2+2 12 2+r2+2 131 2+C2+2 141 2+C2,2 141 2+C2+2 4 1 TABLE OTY.TABLES, Anchor Group 8 Anchor Group D 3)SEE SHEET 0 FOR A GUIDE TO USING +1 4 1+CZ+ 2 25-1/2' 12.147 1+C2-1 21 I+C2+1 3 I+C2+1 14 1+C2+1 41 I+C2E 1+C2+1 3 1+C211 4 I+C2+1 4 1+C2+1 4 THESE TABLES. U) 28^ 13.397 1+C'->+1 121 1+C2+1 3 I+C2+1 14 I+C2+1 41 1+C2+1 4 1+C22+1 21 IfC2+1 3 1+C2+1 4 1+C2+1 4 J+C2+1 4 4rl/4-112.1/4-AND Iu) — INDICATE THAT THOSE STANDARD Gis. 17.397 1+C2+1 121 1+C24-1 3 1+C2+1 4 I+C2+1 41 I+C2+1 4 1+C2+1 21 I+C2+1 3 I+C2+1 4 1+C2+1 4 1+C2+1 4 SASH CONFIGURATIONS FALL WVTHfN UJ LAI I , u) 0 C> -4 THE SASH WIDTH RANGE IN THE > no 42" 20.397 1+C2+1 2 I+C2+1 3 1+C2+1 4 I+C2+1 14 1+C2+1 4 I+C2+1 2 1+02+1 3 I+C2+1 4 I+C2+1 4 1-C2+1 . <:D DO - — ADJACENT COLUMN.'CUSTOM' > 48- 23.397 I+C2+1 2 I+C2+1 3 1+C2+1 4 1;7C2+1 141 I+C2+1 4 T*iM+1 2 1+ 1 3 l+C2+1 4 I+C2+1 4 I+C2+1 4 INDICATES THAT NO STANOkRD SASH w zw Q ',I- - - - - +— CONFIGURATIONS FALL WITHIN THE LID 60' 29.397 2+C2+2 121 2+C2+2 3 2+C2+2 4 2+C2+2 141 2+C2+2 4 2+E � �4�2 7 +2 21 2+C2+2 I 2+C2+2 4 2+C2�2 4 (9 W: D� RANGE 01 IP co 0 4,2+C2+2 4 41 2+C2+2 31 2+C2+2 -- :�- - 1 1 1 , 1 =� T 78r) 75" 36.897 2+C24-2 121 2+C2+2 3 2+C2+2 4 2+C2+2 141 2+C2-2 4 2+C2+2 FF2+C2+2 -m 0 t: SEE TABLE 10 FOR DESIGN PRESSURE z LL to g W 2S o - a 'TABLE 16: 0 1 r I wo. ,=-` Lij -TFN- Glass Types Anchor Quantities for XO or OX Windows Cn Max.Anchor O.C. Z V 0 DLO 2-4 Spacing for > �i GO Sas h 30-Hel ral-Fin" LL ght 36'Height 48-Height 54-Height 63-He 30"Height 1 36-HeIght Height 63-Height 72-Height "Integ cl Width Head Head Head Head Head Head Head Head Head Head Head E LU 0 &Sill Sill Reinf.Level & & &Sill 8, r Anchor--v F Sill Vn I -& si Sill &Sill &sill &Sill sill Sill , r) �? R4 , Z 7;.-Ws Anchor Group A Anchor Group C 3.1" I+C2+1 2 I+C2+1 1+C3+1 -4Fi+—C-T-Fil I+ +1 51 25-1/2" 12.147 3 1 +�4 i-: C3 'n 2w, 13.397 I+C2+1 2 1+C2+,l 31 I+C3+1 14 I+C3+1 41 I+C3 1 5 1+C4+1 5 36" 17.397 1+C2+1 2 1+C2+1 31 I+C3+1 1 4 1+C4+1 4 1+04+1 I*C4+1 5 0 C;1 0 0 + N to 42" 20.397 NotAllowed cc: I+C2 1 2 I+C2+1 4 +1 4 1+C4+1 4 + + 4W 23.397 1+C2+1 2 I+C3+1 3 I+C4+1 4 1+C4+1 4 1+C4+1 5 .i+C4+1 5 10 z 0 < 60" 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4-f2 15 2+C4+2 5 75- 35.897 2+C2+2 12 2 131 2+C4+2 41 2+C4+2 4 2+C4+2 15 2+C4+2 S g�tr 72-Height sla Anchor Group B Anchor Group D 5 25-112" 12147 1+-G-2+1 -2F1+C2+1 -:i 1+C241 4 1+C3+1 4 I+C3+1 5 I+C4+1 5 I+C2+1 2 I+C2+1 3 I+C2+1 4 1+C3+1 A I+C3+1 5 1+G4+1 5 :5 26' 13.397 I+C2+1 2 14C12+1 3 1+C3+1 4 14C3+1 4 14C3+1 5 14C4+1 5 I+C2+1 2 1+C,-?+1 3 I+C3+1 4 1+C3+1 4 I+C3+1 5 1+C4 t I 36" 17.397 I-C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+04+1 5 1��+l 5 1+C2+1 2 14 C2+1 3 I+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 _U 42" 20.397 14C2+1 2 I+r-2+1 3 I+C3+1 4 1+r,4+1 4 I+C4+1 5 1+C4+1 5 1-C2+1 2 1+C2+1 3 1+C3+1 4 1.C4+1 4 1+C4+1 5 I+C4+1 5 IT31 I T7-7 no �r,- $TAT;:bF 4�/ 0 23.397 I+C2+1 2 1+C3+1 3 1+G4+1 4 I+C4+1 4 +C4+1 5]I+C4+1 5 I+C2+1 2 IfC3+1 3 I+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4— 51 2+C2+2 2 2+C 's, ......60. +2 T C4+2 2+2 3 2+C4+2 14 2+C4+2 4 2+C4+2 5 2+C442 5 I - -t�+C4+2 41-2+G4+2 1 -- — -T —2 2+C2+2 2 2+FA�75- 36.897 2+C2+2 2+C3+2 131 2+C4+2 71 2 7-7+ ST 2+C3+2 3 -2 41 +E�+2 +C4+2 5 2+C4+2 5 51 +2 1 SEE TABLE I I FOR DESIGN PR--SSURS A.LYNN MILLER PE. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY MTH THE MAX D.C.SPACING SHOWN ON THE ELEVATIONS. PIEA 58705