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84 NOTE4 <br /> 3 SEE DETAILA 1/' 1114.S <br /> 3 M(19 21 3 31 30 21 Q__\ SH..' ', HIM MIN.E B. <br /> 21 30 31 18 91) 3 3a 21 18 18 C) <br /> 1� 31 2E <br /> TT k "A 2 <br /> cy) <br /> > <br /> NOTE 2" <br /> F- <br /> 9 <br /> NOTE <br /> 16 3 <br /> SEE E EXTERIOR SEE NOTE z 0 C; <br /> SEE SEE NOTE 2 EXTERIOR bt NOTE 2 < <br /> SEE NOTE 2 EXTERIOR EXTERIOR EL LL cm <br /> 2f w <br /> rA \HORIZONTAL CROSS SECTION rff_'�HORIZONTAL CROSS SECTION Q"�HORIZONTAL CROSS SECTION w DID <br /> \,�8 SCALE: 2"=l'-0" �8SCALE: 2"=l'-0" CHORIZONTAL ROSS SECTION 8�\_ MASONRY & CONCRETE INSTALL <br /> C <br /> SEE DETAIL A <br /> \,.q�SCALE: 2"=1'-O" SCALE: 2"=l'-O" _J LO <br /> SEE DETAIL A 1 1/2" 5 SHEET12 1 1/4" w Lu :e <br /> co y a- <br /> SHEET12 MIN.EIV B. MIN.EMB. w 1 3 4 (9 <br /> w Z <br /> all fn <br /> w F_ u w Z 42 <br /> iA-III ui 10 1 1/4*MIN. <br /> w Ln <br /> m5 ;T 18 <br /> (D 4 z 30 31 19 - 31 30 2 a 11BEDMENT El <br /> f4e <br /> tj. <br /> 0 <br /> SEE DETAIL A <br /> 0 z <br /> NOTE 4- 0 <br /> 8 <br /> Lu <br /> 8 0 w SHEET 12 <br /> 7 6 J. <br /> Lu U) w <br /> EXTERIOR <br /> 1 036 w z <br /> 1 1/4"MAX. ( 4_� . , \ N, <br /> EXTERIOR 91/(�( 2�� ; ... I U) <br /> X EXTERIOR 00 V)SHIM 1/4*MAX. SEE NOTE 2 EXTERIOR OZ 0 <br /> SHIM 0 <br /> C? 1 <br /> �:G, <br /> _L rF HORIZONTAL CROSS SECTION G HORIZONTAL CROSS SECTION 1/4"MAX. <br /> �_"NtHIORIZ�O TAL CROSS SECTION Elf <br /> SHIM �00 <br /> \,V WOOD INSTALLATION MASONRY & CONCRETE INSTALL 8 /SCALE: 2"=l'-O" t" HORIZONTAL )SS SECTIONSCALE: 2.=,,-O. SCALE: 2"=I--U-- woo <br /> �FIXED UNIT 1X BUCK OPTION IN yc'? <br /> .1 z <br /> j(D 2 0 <br /> 1 1/2' SEE DETAIL A MASONRY & CONCRETE INSTALL FU- . N <br /> 2� 1 1/4* KW9 In <br /> 1/4"MAX- SEE DETAILA MIN.EMB.-i SHEET12 �d (LEFT-HAND ANCHOR SHOWN,RIGHT-HAND ANCHOR SIMILAR) L�I-C'4 w Fr <br /> 1/4'MAX MIN.EM SHIM co, < 0 <br /> SHI SHEET12 0 0: <br /> SEE DETAIL A 3 118" 7, W 0 <br /> 1 112" 19 20 31 0 <br /> MIN SHEET12 TEMPERED w 0 w 0 mi <br /> .EMB. ' 3 10 25 20 31 q <br /> O(D (9 <br /> 10 19 25 20 31 u� 42 <br /> 1 1/4'MIN. GO <br /> 21 22 2 EMBEDMENTU) <br /> z <br /> 4 AIRSPACE <br /> 30 j <br /> 2 2 <br /> @/ I F w <br /> 3 n <br /> 29" EXTERIOR 114"MAX EXTERIOR SEE DETAIL A w <br /> 5 27 30 EXTERIOR w HEET 12 0< <br /> SHIM w z I I.-U3 <br /> 29 01 Wo <br /> 28 NOTE 4 28 42 MODEL 799 VENTED HALF LITE <br /> HORIZONTAL CROSS SECTION w=L3 0 <br /> w 0<I,z <br /> HORIZONTAL CROSS SECTION rl`�HORIZONTAL CROSS SECTION :3 1-(3 U) <br /> <WOOD INSTALLATION (D <br /> a_) ui <br /> WOOD INSTALLATION MASONRY & CONCRETE INSTALL SCALE:2"=V-0" 29 9 EXTERIOR 0 7> <br /> W 0 a- L)U1 <br /> SCALE: 2"=1'-0" SCALE: 2"=1'-0" - o <br /> T 1/4-mAx. <br /> SEE DETAIL A NOTES: SHIM <br /> MIN.EMB I SHEET12 Y 1.FOR ANCHOR SPACING(ITEMS#5 OR#9).SEE SHEETS 9,10,&11. M HORIZONTAL CROSS SECTION Q E;mw <br /> I <br /> 20 31 1/8" 2.SPACING FOR#23 FROM TOP OF SIDELITE DOWN(SEE SHEET 10). 8 /OPERATING UNIT 1X BUCK OPTION IN <br /> lu 19 2 EMPERED - "Zb <br /> Z;5'� 3.ASTRAGAL SCREW PATTERN SPACING FOR#13: 01wy"& CONCRETE INSTALL <br /> 1k,A QR RIGHT-HAND ANCHOR SIMILAR) <br /> _MT M-- <br /> Q) FROM BOTTOM:1/2".2",3 1/2".20',24 314". (LEFT-HAN <br /> FROM TOP:1/2*,2".3 M z",20",24 3/4",39". <br /> ti DATE: 8/12108 <br /> 4.IX MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS zz 0 <br /> 7 scALE:AS NOTED <br /> /2" C D SHEET 6. HORIZONTAL SECTIONS:DETAILS�LM SHEET 8 <br /> 2 HERMESRNOREIRO <br /> All SPACE <br /> 6 6 8 8 DWG.BY: <br /> NW4 FLORIDA P.E.NO.73778 WEID <br /> III2 @/(�37 <br /> 5.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD <br /> /4'MAX. 3 EXTERIOR ANCHOR SCREW CONFIGURATION. 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY <br /> SH MODEL 79 SUITE 338 DRAWING NO.: <br /> 9 VENTED HALF LITE <br /> rR`\HORIZONTAL CROSS SECTION 6.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW DANIA BEACH,FL 33004 JW1-22008 <br /> MASONRY AND CONCRETE INSTALLATION SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. FBPE CERT.OF ALITH.NO.29578 <br /> SCALE:2"=1'-0" fill, rSHE 8 OF 4 <br />