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F.• ANCHORQUANTITIES XOX 113-1/3-1/3 WINDOWS TABLES NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1. ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) 1m !m !m •.m `N €m 2.GLASS TYPES: WINDOW SIZE HEAD&SILL g HEAD&SILL g HEAD&SILL;mm HEAD&SILL HEAD&SILL HEAD&SILL E A.5/16"LAM[-(1/8"A,.090,118"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 yy v N 1? ;� -¢+ t' B.5/16"LAMI-(116"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000 x 38.375 1+C2+1+C2+1;2 1+C2+1+C2+11 21+C2+1+C2+111 2 1+C2+1+02+112 1+C2+1+02+1;2 1+C2+1+C2+1;2 C.5/16"LAW-(1/8"HS,.090,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+02+1+C2+1;3 1+C2+1+C2+1;3 1+02+1+C2+113 1+C2+1+C2+1;3 1+C2+1+C2+111 3 1+C2+1+C2+1[3 D.7/16"LAMI-(3116"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/16"LAMI-(3116"A,.090,3116"HS) 50.625 1+C2+1+C2+1!3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11.3 1+02+1+02+1;3 1+C2+1+C2+11 3 F.7/16"LAMI-(3116"HS,.090,3/16"HS) 54.000 1+C2+1+C2+1;3 1+02+1+C2+1 t 3 1+C2+1+C2+111 3 1+C2+1+C2+1 i 3 1+C2+1+C2+113 1+C2+1+C2+11 3 G.13/16"LAMI IG-118"OR 3116"A(MIN.),5/16"OR 318"SPACE,5116"LAMI-(1/8"A,.090,1/8"A) 60,000 1+C2+1+C2+113-1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+1 I;3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 H.13!16 LAMI IG-1/6"OR 3116"A(MIN.),5116"OR 3/8"SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) 63.000 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+111 3 1+C2+1+C2+1':,3 1+03+1+03+1;3 I. 13116"LAMI IG-1/B"OR 3/16"A(MIN.),5116"OR 3/8"SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) J.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3116"A) 63.125 x 38.375 1+C2+1+C2+1;2 1+C2+1+C2+1;2 1+C2+1+C2+111 2 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K.13116"LAMI IG-118"OR 3116"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3116"A,.090,3/16"HS) 48.000 1+CY+1+C2+1;3 1+C2+1+C2+1;3 1+C2+1+C2+111 3 1+02+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+11 3 L. 13/16"LAMI IG-1/6"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) 50.625 1+C2+1+C2+111 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+C2+1+C2+1;3 1+C2+1+C2+1!31 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING I 54.000 1+02+1+C2+1.3 1+C2+1+C2+1;3 1+C2+1+C2+1 i 3 1+C2+1+02+1; +1;3 1+C2+1+C2 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. ' 60.000 1+C2+1+C2+113 1+C2+1+C2+1;3 1+C2+1+02+1113 1+C2+1+02+113 1+C2+1+C2+113 1+C3+1+C3+1;3 63.000 1+C2+1+C2+1;3 1+C2+1+C2+1;3 1+C2+1+C2+1;3 1+C2+i+C2+11 3 1+C2+1+C2+113 1+C3+1+C3+1;31 HEAD&SILL: 10 112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 1+C2+1+C2+111 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+1;2 1+C2+1+C2+1;2 1+C2+1+C2+11 2 25 3/4"MAX.FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 22 1/2"MAX.O.C. 48.00D 1+C2+i+C2+1I3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+02+13 1+C2+1+C2+1;3 1+C2+1+02+13 TABLE KEY: 50.625 1+C2+1+C2+113 1+C2+1+C2+1;3 1+C2+1+02+11:3 1+02+1+C2+13 i+C2+1+C2+1;3 i+C2+1+C2+1 31 X 0 X 54.000 1+02+1+C2+113 1+C2+1+02+111 3 1+C2+1+02+1 3 1+C2+1+C2+113 1+C2+1+C2+111 3 1+C3+1+C3+11 3 1+C3+1+C3+1 3 -ANCHOR QUANTITY PER JAMB 60.000 1+C2+i+C2+li3 1+C2+1+C2+11 3 1+C2+1+C2+1113 1+C2+1+C2+1;3 1+C2+1+02+1;3 1+C3+1+03+1;3 63.000 1+C2+1+C2+1;3 1+02+1+C2+11 3 1+C2+1+C2+1;3 1+C3+1+C3+11 3 1+C2+1+C2+1 11 3 1+C3+1+03+11 3 HEAD AND SILL ANCHOR QUANTITIES 66.00Ox 38.375 1+02+1+C2+1;2 1+C2+1+C2+111 2 1+C2+1+C2+11 2 1+C2+1+C2+1;2 1+C2+1+C2+1;2 1+C2+1+C2+1 2 A CLUSTER OF(3)ANCHORS CENTERED ON EACH MEETING RAIL PLUS(1) 48.000 1+02+1+02+1;3 1+C2+1+02+11 311+C2+1+02+1::3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+i+C2+li 3 ANCHOR AT EACH OPERABLE VENT 50.625 1+02+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+111 3 1+C2+1+02+11 3 1+02+1+02+11 3 1+C3+1+C3t1;3 PLUS(1)ANCHORS AT FIXED SECTION. 54.000 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+C3+1+C3+1;3 (9)ANCHORS TOTAL AT HEAD AND SILL. 60.000 1+C2+1+C2+1!3 1+C2+1+02+11.3 1+C2+1+C2+11 3 1+C3+1+C3+1;3 1+C2+1+C2+1;3 1+C3+1+C3+11 3 (3"MIN.O.C.ANCHOR SPACING) 63,000 1+02+1+C2+1;3 1+C2+1+C2+113 1+C3+1+C3+113 1+C3+1+03+113 1+C2+1+C2+11 3 1+C3+1+C3+13 74.000 x 36.375 1+C2+1+C2+1;2 1+C2+1+C2+1;2 1+C2+1+C2+112 1+C2+1+02+1 2 1+C2+1+02+11 2 1+C2+1+C2+1:21 25 3/4"MAX. 48.000 1+C2+1+C2+1113 1+C2+1+C2+li 3 1+C2+1+C2+113 1+C2+1+C2+1;3 1+02+1+C2+ti3 1+C3+1+03+1:3 r--.-11�---3"MIN. 50.625 1+C2+1+C2+1'.3 1+C2+1+C2+1;3 1+C2+1+C2+T 3 1+C2+1+C2+1113 1+C2+1+C2+1;3 1+C3+1+C3+1[3 54.000 1+C2+1+C2+113 1+C2+1+C2+1;3 1+C2+1+C2+13 1+C2+1+02+113 1+02+1+C2+11 3 1+C3+1+03+1:3 9"REF. X O X 60.000 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+C3+1+C3+1113 1+C2+1+C2+1 3 1+C3+1+03+113 PRODUCT REVISED it.. complying with the Flonda 63.000 1+C2+1+02+113 1+C2+1+C2+1;3 1103+1+03+113 1+C3+1+C3+113 1+C2+1+C2+113 1+C3+1+03+1113 D•ading Code �q MTG.RAIL,TYP. '-co No/G-4 2b2I i 84.000x38.375 1+C2+1+C2+1;2 1+C2+1+C2+111 2 1+C2+1+C2+1 2 1+C2+1+C2+11 3 1+C2+1+C2+1;2 1+02+1+C2+1 2 EXAMPLE CLUSTER W!QTY.OF(3)ANCHORS '�amnpaus 48.000 1+C2+1+C2+T 3 1+C2+1+C2+1;3 1+C2+1+02+1!3 1+C2+1+C2+113 1+C2+1+02+111 3 1+C3+1+C3+1;3 50,625 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+C2+1+C2+111 3 1+C2+1+C2+11 3 1+C3+1+03+111 3 (SHOWN IN TABLE KEY ABOVE) i 54.000 1+C2+1+C2+113 1+C2+1+C2+111 3 1+C3+1+C3+13 1+C3+1+C3+13 1+C2+1+C2+1113 1+C3+1+03+13 60.000 1+02+1+C2+1113. 1+C2+i+C2+11 3 1+C3+1+03+113 1+C3+1+C3+1114 1+C3+1+C3+1:3 1+C3+1+C3+1`•.3 25 314"MAX. - 63.000 1+C3+1+C3+113 i+C2+1+C2+111 3 1+C3+1+C3+113 1+C3+1+C3+114 1+C3+1+C3+1113 1+C4+1+04+114 1 1/2"TYP. .... . MIN. 86.437x 36.375 1+C2+1+C2+112 1+C2+1+C2+11 2 1+C2+i+C2+1;2 1+C2+1+C2+II3 1+C2+1+C2+112 1+C2+1+C2+112 9"REF. 4,•.',. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+02+113 1+C3+1+C3+113 i D-J. X ,- 50.625 1+C2+1+C2+13 1+C2+1+C2+111 3 1+C2+1+C2+1;3 1+C2+1+C2+1I3 1+C2+1+C2+1113 1+C3+1+03+1;3 ,,. 54.000 1+C2+1+C2+113 1+C2+1+C2+i!3 1+C3+1+C3+1;3 1+C3+1+C3+113 1+C2+1+C2+113 1+C3+1+03+1113 60.000 1+C2+1+C2+1;3 1+C2+1+C2+111 3 1+C3+1+C3+1`:311+C3+1+03+1!4 1+C3+1+C3+1 3 1+04+1+C4+1 4 MTG.RAIL,TYP. - 63.000 1+03+1+C3+111 3 1+C2+1+C2+1;3 1+C3+1+C3+11 3 1+c3+1+C3+111 4 1+C3+1+C3+111 3 1+C4+1+C4+1;4 EXAMPLE CLUSTER W! QTY.OF(4)ANCHORS waver• ame wry: omp.� - :•: .;, „ 1070 TECHNOLOGYORIVE ANCHORAGE SPACING,XOX 1/3-1/3-1/3 " N.VENICE,FL 34275 � w,��: wn �N ALUM.HORIZONTAL ROLLER WINDOW,IMPACT P.O.BOX 1529 w�„,�yk en.e -.ftw w. A.LYNN MILLER.P.E. �. wr: Arg �• NOKOMIS,FL 34274 VBtbly Better HR7f0 NTS 9 d �1 4127-1Q G P.E.RILLER F.K. 2t. J.J: 3/23H16 P, . w ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2.3,WOOD 2,CONC -1,CONC 2,3,WOOD 2,CONC 1 1,CONC 1-1/4"ELCO TAPCONS 2-t/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) 8 SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2.GLASS TYPES:"$ o � m 0� m 0_j i m 0 � ?m Q0Q- m Q0Q _j W I A.5/16"LAMI-(17B"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE g 53 2 W fl7 1 v) W to W n B`5/16"LAMI=-(1/8"A,.090,118"HS) FT,GLASS TYPES G-L SHALL HAVE A W V = M 'Q =a7 _oC i .Q., = a7 Q = a I Q = df a, C.5/16"LAMI- 1/8"HS,.090,118"HS ( ) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 x 36.375 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1's 2 1+C2+1; 2 1+C2+1 2 D.7/16"LAMI-(3/16"A,.090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/16"LAMI-(3116"A,.090,3116'HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+02+1; 3 1+C2+1; 3 1+C2+1 3 F.7/16'LAMI-(3116"HS,.090,3116"HS) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1; 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13/16"LAMI IG-118"OR 3116"A(MIN.),5/16"OR 318"SPACE,5116"LAMI-(1/8"A,.090,1/8"A) H.13116'LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"SPACE,5116"LAMI-(1/8"A,.090,1/8"HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1) 3 1+C2+1 1 3 1+C2+1 3 I. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(118"HS,.090,1/8"HS) J.13116"LAMI IG-118"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3/16"A,.090,3116"A) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1'; 3 1+C2+1 3 1+C3+1 3 K.13/16"LAMI IG-118"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3116"HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+1? 3 1+C2+1! 3 1+C3+1 3 L. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7116"LAMI-(3/16"HS,.090,3/16"HS) 46.000 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1 1 2 1+02+1 2 1+02+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 i 3 1+C2+1; 3 1+02+11 3 1+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 j 3 1+C2+1 3 1+C2+1 13 1 1+C3+1 3 HEAD 8 SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+11 3 1+C2+1 i 3 1+C3+1 3 18 3/4"MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+1 i 3 1+C2+11 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 63.000 1+03+1 3 1+C2+1 3 1+C3+1 3 1+C3+1€ 3 1+C2+11 3 1+C3+1 3 TABLE KEY: O X 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1; 2 1+C2+1'; 2 1+C2+1; 2 1+C2+1 2 2+C3+2 3 -ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1! 3 1+C2+1 3 1+C2+1, 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+1. 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS 54.000 1+C3+1 3 1+C2+1 3 1+C3+1. 3 1+C3+1 3 1+C2+1? 3 1+C3+1 3 CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1.1 3 1+C3+1; 4 1+C2+1 j 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+1; 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION. (7) V ANCHORS TOTAL AT HEAD AND SILL. -60.000,x-38.375 1+C2+1 3 1+C2+1 2 2+C2+2; 2' 1+C2+1 3 1+C2+1 2 2+C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 i 3 1+C2+1 13 1+C2+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+21 3 1+C3+1 3 1+C2+1j 3 2+C3+2 3 183/4"MAX. 54.000 1+C3±_1 4_1+C2+1._3_.2+C3±2; 3 1+C3+1 4 1+C2+11 3 2+C3+2 3 j --{E- T MIN. E60.000� 1+C3+1 4 1+C3+1 3 2+C4+2;/4 1+C3+1 4 1+C3+1! 3 2+C4+2 4 9"REL. 63.000 '1+C3+1 4 1+C3+1 3 2+C4+2j 4 1+C3+1 4 1+C3+1' 3 2+C4+2 4 X PRODUCT REVISED 66.000x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2, 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 0 complYiog with fire Florida MTG.RAIL 13e8dm�Code 48.000 2+C2+2 4 1+C2+1 3 2+C3+21 3 2+C2+2? 4 1+C2+1 3 2+C3+2 3 A<cePtnuh w 1(0-0 (3 'rntion Dem 50.625 2+C3+2 4 1+C2+1 3 2+C3+2i 3 2+C3+21 4R2+2 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS ?021 54A00 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2':, q3 2+03+2 q (SHOWN IN TABLE KEY ABOVE) Mi ti adu 7redocl uvl 60.000 2+C3+2 4 1+C3+1 3 2+C4+2j 4 2+C3+2 4 3 2+C4+2 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+21 4 2+C3+2'i 4 3 2+C4+2 4 183/4"MAX. 1 1/2"TYP. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2; 32 2+C2+2 3 �If3"MIN. 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+21 41 3 2+C3+2 4 9"REF.50.625 2+C3+2 4 2+C2+2 3 2+C3+2j 4 2+C3+21 4 ; 3 2+C3+2454.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 41 3 2+C4+2 4 60.000 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 MTG.RAIL _ 63.000 2+C3+2 4 1 1+C3+1 3 2+C4+21 q 2+C4+2; 5 2+C3+2 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS ( ly !6 ,rover � oanpmc ':".''".'` _ '"•`. am: 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,OX AND XO WINDOWS N.VENICE,FL 34275 m ' ar a.s ALUM.HORIZONTAL ROLLER WINDOW,IMPACT P.O.BOX 1528 6uk: m,,.c a.wow, �•- A.LYNN MILLER,P.E. o�, G>»dm OY•r NOKOMIS,FL 36274 Yuibly Better HR710 NTS 10 m 11 4127-10 G P.EA 587D5 F.K. 2128/08 J.J. 1 323W ANCHOR QUANTITIES,XOX 1/4.1/2-1/4 WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K.L 1. ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONIC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES ,y 1m ,y ;m :m Iy 2.GLASS TYPES: 'm 1m m Im 'm 'm A.5/16"LAMI-(1/8'A,.090,1/8'A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW 512E HEAD&SILL HEAD 8 SILL€E HEAD&SILL Mm HEAD&SILL`!g HEAD&SILL 2 HEAD&SILL j FT,GLASS TYPES G-L SHALL HAVE A W V H 1-4, ;> ;� ;-4, ;� B.5/16"LAMI-(1/8"A,.090,1/8"HS) C.5116"LAMI-(1/8"HS,.090,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1;2 1+C2+1+C2+11 2 1+C2+1+C2+1;2 1+C2+1+C2+1 2 1402+1+C2+1121D.7116"LAM[-(3116'A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1!3 E.7/16"LAM[-(3/16"A,.090,3/16"HS) 50.625 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+1':3 1+C2+1+C2+11 3 F.7116'LAMI-(3/16"HS,.090,3/16"HS) G.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5116"OR 3/8"SPACE,5116"LAMI-(1/8'A,.090.118"A) 54.000 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+1-`1 3 1+02+1+C2+113 1+C2+1+C2+1;3 1+C2+1+C2+1;3 H.13/16"LAMI IG-118"OR 3116"A(MIN.),5116"OR 3/8"SPACE,5116'LAMI-(1/8"A..090,1/8"HS) 50.000 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+1;3 1+C2+1+C2+1;3 1+ C2+1+C2+1;3 1+C2+1+C2+1 3 I. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318"SPACE,5116"LAMI-(1/8"HS,.090,1/8"HS) J.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAM[-(3/16-A,.090,3116-A) 63.000 1+02+1+C2+1 3 1+02+1+C2+1;3 1+C2+1+C2+1;3 1+C2+1+C2+1;3 1+C2+1+C2+1:3 1+C3+1+C3+1 3 K.13116"LAMI IG-118"OR 3/16"A(MIN.),3116"OR 114"SPACE,7116"LAM[-(3116"A,.090,3116"HS) 60.000 x 38.375 1+C2+1+C2+1 i 2 2 1+C2+2+C2+11 2 L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3/16-HS,.090,3/16"HS) 2 1+C2+1+C2+1;2 1+C2+1+C2+1 2 1+C2+1+C2+11 1+C2+1+C2+1; 48.000 1+C2+1+02+11=.3 1+C2+1+C2+1;3 1+C2+1+C2+1:3 1+C2+1+C2+1 3 1+C2+1+02+1:3 1+C2+2+C2+1;3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.625 1+62+1+C2+11 3 1+C2+1+C2+1;3 1+C2+1+C2+1,3 1+C2+1+C2+1;3 1 1+C2+1+C2+11 3 1+C2+2+C2+1;3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+02+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+2+C2+1;3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 MA 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C3+2+C3+11 3 25 MAX.FROM CORNERS. JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 63.000 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1;3 1+02+1+C2+113 1+C2+1+C2+1;3 1+C3+2+02+113 TABLE KEY: 74.000x 38.375 1+C2+2+C2+11•.2 1+C2+1+C2+1:21+C2+2+C2+1;2 1+C2+2+C2+1:2 1+C2+2+C2+1 2 1+C2+2+C2+11 2 X O X 48.000 1+C2+2+C2+11 3 1+C2+1+C2+1;3 1+C2+2+C2+1;3 1+C2+2+C2+1;3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+4+C3+1 3 -ANCHOR QUANTITY PER JAMB 50.625 1+C2+2+C2+1;3 1+C2+1+C2+1j 3 1+C2+2+C2+1 3 1+C2+2+C2+1;3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+1;3 1+C2+1+02+1;3 1+C2+2+C2+1;3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+11 3 A CLUSTER OF(3)ANCHORS CENTERED 60.000 1+C2+2+C2+123 1+C2+1+C2+1:3 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+113 1+C3+2+C3+1 3 AT EACH MEETING RAIL PLUS ANCHOR AT EACH OPERABLE VENT ENT 63.000 1+02+2+C2+12:3 1+C2+1+C2+1;3 1+C3+2+C3+1;3 1+C3+2+C3+11 3 1+C2+2+C2+1 13 1+C3+2+C3+1 j 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.000 x 38.375 1+C2+2+C2+112 1+02+2+C2+11 2 i+C2+2+C2+1;2 1+C2+2+C2+1;2 1+C2+2+C2+1I 2 1+C2+3+02+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+1:3 1+C2+2+02+1•.3 1+C2+2+C2+11 3 1+C3+3+C3+113 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C2+2+C2+li3 1+C2+2+C2+1:3 1+C2+2+C2+113 1+C2+2+C2+1;3 1+C2+2+C2+1;3 1+C3+3+C3+1�3 64.000 1+C2+2+C2+1;3 1+C2+2+C2+11 3 1+C2+2+C2+1:3 1+C2+2+C2+11 3 1+C2+2+C2+1;3 1+C4+3+C4+11 3 25 3/4"max. MIN. 60.000 1+C2+2+C2+113 1+C2+2+C2+113 1+C3+2+C3+1;3 1+C3+2+C3+1:3 1+C2+2+C2+1;3 1+C4+3+C4+1i3 1 63.000 1+C2+2+C2+11 3 1+C2+2+02+113 1+C3+2+C3+113 1+C3+2+C3+113 1+C2+2+C2+1;3 1+C4+3+CA+1 31 9"REF. X O X 106,375x33.375 1+C2+2+C2+1;2 1+C2+2+C2+1'2 1+C2+3+C2+112 1+C2+3+C2+112 1+C2+3+C2+112Nl+C4+4+C4+11 4+02+1;2 PRODUCTREVISED us comPlyin8 with Iha Florida 48.000 1+C2+3+C2+1;3 1+C2+2+C2+113 1+C3+3+C3+113 1+C3+3+C3+113 1+C2+3+C2+1134+C3+113 Buildug Code /� I 1 MTG.RAIL,NP. Accep!,wca No/100 1Q..,I�Z1 50.625 1+C2+3+C2+11 3 1+C2+2+C2+1;3 1+C3+3+C3+11 3 1+C3+3+C3+1;3 1+C3+3+C3+1;34+C3+11 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 'r-dun 54.000 1+C3+3+C3+1;3 1+C2+2+C2+1�3 1+C3+3+C3+11 3 1+C3+3+C3+1�3 1+C3+3+C3+1;34+C4+11 3 (SHOWN IN TABLE KEY ABOVE) By -` :vfiemi chodoct of 60.000 1+C3+3+C3+1;3 1+C2+2+C2+113 1+C4+3+C4+1:3 1+C4+3+C4+1:4 1+C3+3+C3+1134+C4+1i3 63.000 1+C3+3+C3+11 3 1+C2+2+C2+1;3 1+CA+3+04+1 3 1+C4+3+C4+1:4 1+C4+3+04+1;34+C5+11 3 25 314"MAX. 111.000x 38.376 1+C2+3+C2+1:2 1+C2+2+C2+1:2 1+C2+3+C2+1;2 1+C2+3+C2+1:3 1+C2+3+C2+1;24+C2+1 2 1 1!2 TYP. IL-3"MIN. 48.000 1+C2+3+C2+1;3 1+C2+2+C2+1;3 1+C3+3+C3+11 3 1+C3+3+C3+1`3 1+C2+3+C2+1;34+C3+1�3 -�-�-� 9"REF. X 0 X 50.625 1+C2+3+02+1:3 1+C2+2+C2+113 1+C3+3+C3+1:3 1+C3+3+C3+1:3 1+C3+3+03+113 +4+C3+1 3 j 54.000 1+q+3+C3+1!3 1+C2+2+C2+1;3 1+C3+3+C3+1:3 1+C3+3+C3+1;3 1+C3+3+C3t1 34+C4+1�3 60.000 i+C3+3+C3+1;3 1+C2+2+C2+1;3 1+C4+3+C4+1:3 1+C4+3+C4+14 1+C3+3+C3+1;3 +4+CA+1 3 MTG.RAIL,IYP. - 63.000 i+c3+3+C3+123 1+C2+2+C2+1:3 1+C4+3+C4+11 3 1+C4+3+C4+1;4 1+C4+3+C4+11 3 i+,5+4+05+114 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS 1K .'6 �1 .' 7070TECHNOLOGYDRIVE ANCHORAGE SPACING,XOX 1/4-1/2-9/4 N.VENICE,R 34275 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ' P.O.BOX 1529 mt er..e mryna w.. A.LYNN MILLER P.E. NOKOMIS,FL 34274 Visibly&off wmK O' 3 HR7111 NTS a °� 1 4127-10 GP.E.1158705 1,314"MIN.E.D.TYP. NOTES: 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO MIN.3.4 KSI __�1"MIN.EDGE NOTE 3 13/8" TAPCONS EMBEDED 1 3/8"MIN.OR 114"SS4 CRETE-FLEX EMBEDED 1 3/4"MIN.. MINIMUM DISTANCE FROM CONCRETE " MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 1x WOOD I 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 114"SS4 CRETE-FLEX WITH BUCK, 1 #12 TRIMFIT HEAD. NOTE 3 1 �j 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4" 1/4" I THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX. MAX.J CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS 412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM�I 1318" 1/4"MAX.SHIM F»— 1 1/4"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. I (1.5 KSI CMU) OR PER NOTE 1 2-112"MIN.EMBEDMENT ,n OIIO (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, —C ANCHOR, NOTE 2 /� T NOTE 1 ; 1 314" EXTERIOR INTERIOR F I "MIN.EDGE �' ?• MIN.E.D (HEA &SILL DETAILS A.B,C,D,G&H) • TYP. 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 4 SEE NAILING �— INTERIOR 5f8"MIN.EDGE DETAIL E DETAIL F (JAMB DETAILS E,F&I) EXTERIOR TYPICAL FLANGE FRAME JAMB SECTIONS n 5/8"MIN. CONCRETE WOOD V DETAIL H (HEAD) ANCHOR, ANCHOR, NOTE 1 NOTE 2 NAILING .131 DIA:MIN.x 2.112"NAIL PRODUC'C REVISED AT CORNERS AND 5"O.C. as cnmplyiag with tlreFlmida TYPICAL DETAILS G,H&I. O Huildinl;Cadg Acceptaoco No I6'O 14.13 1/4" 1/4" Expiwtion Dats 2021 MAX. MAX. SHIM SHIM i raau ada Rodoet Cor hol 17-11 SEE ® /8"MIN.EDGE •NOTE1 1318}MIN. NAILING 1 314"MIN. b 2-1/2"MIN. SEE NAILING E.D.TYP. MIN.3.4 KSI •1:'WIN.EbGE o CONCRETE 2x WOOD DETAIL C BUCK, DETAIL D 2-1/2"MIN.EMBED NOTES DETAIL G(SILL) DETAIL I(JAMB) TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS RewC6Y, Oab FaWMa• a�'+lomr �� - • 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS .. . N.VENICE,FL 34275 ' " r. am: Rm/Yua PST ALUM.HORIZONTAL ROLLER WINDOW,IMPACT , P.O.BOX 1529 NOKOMIS,FL 34274 Visibly Better S�b✓lmt A.LYNN MILLER.P.E. ' F.K 2/28.(16 J.J. 3!23/08 HR710 Half 11 "' 11 4127-1� (j P.E.#58705