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TABLE 13: <br /> Glass T pes Anchor Quantities for XO or OX Windows Max.=AnchGr O.C. Anchor Anchor <br /> 1-4 P�ax o <br /> .r�"integral- <br /> Group F <br /> W eight r <br /> Spacing for'Integral� Group E <br /> Sash 30*Height 36'Height 48'Height 54-Height 30-Height 3F Height 48'Height 5A WidthMaad 2! Head I F o <br /> E -7 111 - I Head Reirill Le4l (I Head E Head Head d E Fin"Installation 2 S" 47 <br /> sill -1 &sill &sill a sill &sill &sill sill 1.5 Sig R1 Anchor Group A <br /> - Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED <br /> 25-1/2" 1Z147 I+C2+1 2 1_+C211 3 I+C2+1 3 I+C2+1 3 as complying with the Florida <br /> 1+102+11 3 1+C2+1 3 I+C2+1 3 <br /> Building Coda <br /> 45 28" 13.397 1+C2+1 12 I+CZ+l 31 1+C2+1 13 I+C2+1 13 I+C2+1 12 I+C2+1 131 1+C2+1 13 14C2+1 3 FOR OX WINDOWS(XO SIMILAR): M MOA- .. 17-0411.09 <br /> 36* 17397 I+C2+1 12 I+C2+1 31 1+C2+1 13 1+ ANCHOMB ROUANTITY <br /> C2+1 13 I+C2+1 2 I+C2+1 13 J+C2+1 3 I+CZ�j a PER JA expiration Data 0912412020 <br /> 397 1+C2+1 12 1 - <br /> 42' 20, 1+C2+1 3 +C2+1 I+C211 13 I+C2+1 2 <br /> F3 I+C2+1 3:14C2+1 3 1+C2+1 3 By _-_5� <br /> f-2+7H+2T3] <br /> 48" 23.397 1 I+C2-1 12 1+:a+--, 31 J+C2+1 13 1+02+1 13 I+C2+1 2 I+C2+1 3 + +, 3 AMr,1.1011 QULIMI��. MlamWatla Product Contra <br /> 25-1/2' <br /> 29.397 24-C2+2T2 2+r-2+2 131 2+C2+2 2+C2+2 2 2+ 2 3 2+C2+L 3 2+C2+2 3 <br /> HEAD <br /> +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL <br /> I+C2+1 AN ILL 60. 2. r_ 13 2+C2+2 3 3 1+G2+1 SATT �. cr <br /> ..+2 F3 " +C,+ (2)ANCHORS ATTHrz SASH ADDED NOTE To ANCHOR 75, 2+C2+2 12 +M+ + <br /> 2 3 2+C2+2 131 2+C2+2 a TOTAL OF 7 ANCHORS ATT HE HEAD AND 7ANCHORS ATTHE SILL OTY-TABLES, <br /> Anchor Group IS Anchor Group D <br /> 12.147 1+C2+1 2 1+C2+1 3 1+ +1 3 1+C2+1 3 1+C2+1 2 I+C2+1 3 3 a- +C2+1 SEE ELEVATION,SHEET 1 <br /> zU 28" 13,397 I+C2+1 12 I+C2+1 3 I+C2+1 13 I+C2+1 13 I+C2+1 12 1+C2+1 3 1+ -1 r S7fATLION,SHEET I co <br /> C2+1 3 I+C2+1 3 v)26, 117.397 1+C2+1 2 I-C2+1 3 1+C2+1 3 I+C2+1 13 I+C2+1 12 1+C2+1 3 I+C2+1 3 I+C2+1 3 STERDE-rAILS.SHEET6 -:;:7+1 11 <br /> LID <br /> I—+C2+1 1+C2+1 12 11 A C2+1 <br /> i4c2+1 2 0 9 <br /> m 42� 20.397 <br /> 1 +C'2+ 3 1+C2+1 a J+C2+1 31 <br /> 2 I+C2+1 3 3 +c2+i + SEE ELEVATION, <br /> _1557_ 3 1 1 1+02+1 3 I+C2+1 3 1+Cz+1 3 SHEET I <br /> +�A <br /> + +. . SEE <br /> 2+C;2+2 2+C2+2- 3 2+C2+2 3 2+ j2+C2+2 3 2+ Of <br /> 46- 23.397 I+C'-I+l 1+C2-i 173i;il <br /> _9.397 2+C2+2 b2+2 3 2+C�2+ .0 X <br /> I ELEVATION, _ <br /> ------ 0 C,4 tD X <br /> 75' 36,897 2+C2+2 2 2+C2+2 0 e <br /> 3 2+C2+2 3 2+C2+2 3 2+C2+ 2 2+C2+1 va ,M <br /> - SHEETI HEELING 1111, IL C) <br /> SEE TABLE 6 FOR DESIGN PRESS RE REPEAT ANCHOR PATTERN AT SILL LL <br /> TABLE14: <br /> I U;�2 an: DO 026 -zi <br /> Glass Types FOR XOX WINDOWS: Wz_ X< W -N <br /> Anchor Quantities fbrX0 or OX Windows F- <br /> 1-4 S ANCHOR QUANTITY <br /> Sash 30"Height f 36"Height I 48"Height I W Height 30'Heigh I PER JAMB E in <br /> — Width FH�Jht 11�Hejh, m 0 <br /> Head Head Ile-ad Head Head Head f Head 11.D'ILL INC40R QUANTITY- Uj LL <br /> Sill E <br /> Reinf.Le%el 0 n) jtj Head I I+C3+2-C3+1 4 <br /> &.11 <br /> R2 & ATTHESASH .0 <br /> "Ill <br /> &Siff &SRI &Sill a sli <br /> Anchor Grou A A CLUSTER OF(3)ANCHORS CENTERED AT.-HE MEETING RAIL 1- 0 <br /> p <br /> Anchor Group C .A( <br /> (2)ANCHORS AT THE FIXED SECTION z <br /> 25-1/2- 12.147 a:2 A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING-RAIL <br /> '+C2+' 3 <br /> 1+C'+l , <br /> 1+.2+1 3 _j 0) <br /> 1+-271r� I+C2+1 3 7_7 <br /> I+C2+1 2 rl+�+`! 31 <br /> 'a 28* 13.397 1+C2+1 2 -31 (1)ANCHOR AT THE SASH <br /> 1+C2+1 3 J�C2+11 3 I+C2+1 T OTAL OF 10 ANCHORS AT TH E H EAD AND 10 ANCHORS Ar TH E SILL z <br /> 36" 17.397 <br /> — I+C2+1 2 1+C2+1 3 I+C2+1 3 I+C2+1 3 f2f Z <br /> 0 0 C) <br /> c! X i <br /> In —_70.397 Not Allowed I+C2+1 2 11+G2+1 3 1+02+1 3 1+cz+l 3 SEE 42- <br /> 48- 23.397 <br /> 1+C_� +C2+1 3 SEE ELEVA-RON.SHEET I <br /> �2 +, <br /> 60" 29�397 R. _F_Zj+ _T_2+C2+2 3 SEE ELEVATION.SHEET I z 0 <br /> 75* 36.897 2+C2+2 T 2�C2+2 3 + 2 < <br /> 1+C2+1 2 1+C2+1 3 I+C2+1 3 1+C2+1 3 <br /> 2+C2+2 2 2+C2+2 13 2+C2+2- 31 2+E+2 - <br /> Anchor Group B I-=ELEVATION, <br /> Anchor Group D 1 0 X S SHEET I <br /> �+C2+1 2 1+C2+1 3 ov,,25-112- 12.147- 1 _1+C2+i 31 1+ +1 13 1+C2+1 1 3� J+C2+11 13 1+C2+1 3 SEE ly........ <br /> "+' 2 + M714..7..LT\ <br /> 71397 1+C2+1 2 1 C2+1 3 1+C2+1 13 I+C2+1 3 I+C2+1 SHEETI <br /> _28' ELEVATION, <br /> — - I+C2+1 3 1+C2+1 3 SEE CLUSTER <br /> _�M <br /> 36- -i7.397 1+02+1 2 1+C2+1 3 1+C2+1 13--T+—c2+l i+C2 I+C2+1 13 I+C2+1 T—, MEETING RAI DETAILS, No.58705 <br /> +1 21 I+C2+1 131 3 <br /> . - 1 REPEAT ANCHOR PATTERN AT SILL <br /> cc -5-397 l+C2+-1 2 I+C2+1 4 1+C2+1 3 I+C2+1 3 1+C2+1 2 1+C2+1. 3 +C2+1 3 I+C2+1 7 -T, <br /> SHEETS <br /> 42' <br /> 48- 23,397 1 2 <br /> -3—I+CZ+l - NOTES- <br /> -— I+C2+1 2 I+C2+1 3 +G2+1 3 I+C2+1 3 1+C2+1 2 I+C2+1 13 I+C2+1 .�o S <br /> - 3 1)FRAME DIMENSIONS ARE SUCK <br /> 2+ 21-2 3 2+C2+2 3 2+C2+2 a '2+C2+2 2 2+C2+2 3 -2+C2+2 3 2+C2+2-- -3 C. Arch AND BUCK HEIGHT(SEE sH 0- <br /> WIDTH 60, 29.397 2+C27+2 - Max.Anchor 0. <br /> - I ntegra, EETS 3-4). -.4ORIDX.-`�\,V <br /> 7F 36.897 2+C2+2 Spacing for"I GmupF SASH SIZE ISAS PER THE FIGURES ON ­......* 0 <br /> ­7 2+C2�2 SHEETS NALJ�,%kk, <br /> 13 2+C2+2 3 2+C2+2 3 2+C2+2 2 --i+C2+2 /0 <br /> - Fin"Installation 4" 2)FOR SIZES NOT&iotYN,ROUND Up <br /> MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH EmAXOC 9EETABLE7FOROESIGNPRESSURIE THE NEXT AVAILABLE WIDTH OR NET-TO <br /> THE SPACING SHOWN ON THE ELEVATIONS. A.LYNN MILLER,P.E. <br /> DIMENSION SHOWN ON THE TABLE. P.Ej 58705 <br /> _j <br />