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. I I TABLE 13: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O,C. Anchor Anchor 1-4 sash Spacing for"Integral_ Group Group E 30°Height 36'Heighl 48'Heigh131+C2+1 54°Height 30'Height 36"Height 48"Helghl 54"Height Width p p Fin"Installation 2.5" 4' { m Head Head E Head Head E Head E Head E Hcad E Head E t Reint Leval f ) &Sill 1 8 S)ii &Siti &Sill &Sill &Sl11 �° &Sill &Sill R1 PRODUCT REVISED Anchor Group A Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES as t: lying with lha Florida ) 25.112" 12147 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ellmm�g Coda FOR OX WINDOWS(XO SIMILAR): NOA-No, 17-041 Los 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 2 1+C241 31 1+C2+1 3 1+C2+1 31 ANCHOR OUANnTY bcpiration oato 0912412020 s 3V 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PER JAMB 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 By tD 2+C3+2 3 HEAD AND SILL ANCHOR OUANTr(YL Mtamaa Dada P tmt E48- 23.397 1+C2+1 12 1+C2+1 3 i+C2+1 13 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORSAT THE FIXED SECTION ) 60" 29.397 21C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2tC2+2 3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL +(2)ANCHORS AT THE SASH ADDED NOTE 70 ANCHOR 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 Z Z+C2+2 3 2+C2+2 3 2+C2+2 3 TOTAL OF7ANCHORS AT THE HEAOAHD 7ANCHORS AT THE SILL z;CITY.TABLES. Anchor Group B Anchor Group D Lj 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 13 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 13 1+C2+1 3 - SEEELEVAT10N.sNEET1 t0 .c SEE ELEVATION,$HEET 1 ? � Th '0 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2-1 3 1+C2t1 3 1+C2+1 2 i+C2+1 3 1+C2+1 3 1+C2+1 3 ui — g SEE CLUSTER DETAILS,SHEET 6 I ,� 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ,+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (� C7 O t? 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I [C O i m - _- SEE ELEVgT10N, Q p lCcled O j 48" 23.397 14 C2+1 2J+432+2 +C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 +3 1+C2+1 3 X SHEEBI c vi ? w to 60" 29.397 2+C2+2 2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, '�SEE — '1' :L -� O7T 36.697 2+OZ+2 2 +C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2t2 3 2+C2+2 3 SHE7E_T_,1' MEETING Will O LL p SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL S Oj�7 n ! TABLE 14: t7 0 0 x q LU I FOR XOX WINDOWS: 2 a a sec Glass Types Anchor Quantifies for XO or OX Windows ANCHOR QUANTITY o> PER JAMB "+ ° < 1-4 Sash 30"Hclght 3G P.m., T30. 36"Height 48'Helght 54"Height Z m L) �- Lt_Width •c aHEAD AND 5tLtANCHOR QUANTITY: Om Head EHead EE Head E Head E Head E 1+C3t2+C3+1 4Reinf.LaMa &Sill &Sill . &$III 11 .&Sill -j &Si +1AC UISTER OF OR (3)A CHORS CENTERED AT THE MEETING RAIL H O R2 AnAnchorGroupC _+(2)ANCHORS AT T''HE FIXED SECTION z Cr +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEs'71NG RAIL "� ,J 1 25-10* 12.147 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR AT THE SASHw 'TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL, tiz7628" 13.397 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c z TIES 1 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o 0 0 Q i 42" 20.397 Not Allowed I+C2+1 2 1+C2+1 3 1+C2+1 3 i+C2+1 3 SEE ELEVATION,SHEETI r 2 r{ ! W- in SEE ELEVATION.SHEET 1 ti z 0 ui T 4&" 23.397 1+C2+7 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1— SEE ELEVATION,SHEET ,,,x Z 1 60" 29.397 2+C242 2 2+C2+2 31 2+C2+2 3 2+C2+2 3 I I___..-- cq_ rowp caua 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 - ---" -_ - �y� sEE ELEVATION. 1t T t t I r rtrrr Anchor Group B Anchor Group D �SEi— ////, X_ O X ELEVATION. _ET 25-1f2" 12.147 IIC2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3N2+C2+2 3 ELEVATION. ' I a� 410ENSF r SEE CLUSTER P' 28° 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+C2+1 3 1+C2+1 33 SHETE71 r!a. =ME671NG RAIL--� DETAILS, ='ii-r N4 58]OS •� ' 36" 17.397 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 33 SHEETS = : gyp• x REP EAT ANCHOR PATTERN AT SILL 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 33 �� C,'.:f �• _ t m 0 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 33 t)FRAME DIMENSIONS ARE BUCK WIDTH a Max.Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3-1), "r� '•.�DRIDP,.••' a 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 33 6rou F SASH SIZE IS As PER THE FIGURES ON 'r SS •• G\ 75 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 33 Spacing for"Integral- p SHEETSr18. �'rr,Q1VAL 1rN1�`� f Fin'"Installation 4" 2)FOR SIZES NOT SHOWN,ROUND UP TO r`III I IIIt1 SEE TABLE 7 FOR DESIGN PRESSURE THE NEXT AVAILABLE PNDTH OR HEIGHT A.LYNN MILLER P.E. I MINIMUM ANCHOR OUANTiTiES SHOWN. AL'ANCHORAGE MUST ALSO COMPLY WITH THE MAX.D.C.$FACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THETABLE P.E.1`53705 i