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HomeMy WebLinkAboutPLANSSG 3 ST J: aI m x 'l Cx'J N m e m 3 3/8" 5" D.L. OPG. :E SHEET 2 11 3/4" MAX. Ir------------ I I I I l/ I I I l I m I I I I I \ 11 I \ 7Q°O I I \a z 31 I I I O I I11 Og— �\ I W<0 \ a it I w O mho I 11 3/4" MAX '/ `�___�• 5" FMM—M SILL t� _NCHOR TXPEgA,i D, C OR CC 5. 23 OR 47AT EACH1"SIDE OF MULL SEE SHEET'4 TYPICAL ELEVATIONS SERIES SMI-175 ALUM WINDOW WALL THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI-DADE COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. AN ORS TYPE �. A, AAM B. C OR CC S_ORALI EE SH �SEE OR QUANTITIESTIES I= 0 Q om �p I-m W 2— 0m 7 N ❑ W J d UC3a a03 D u?Lu Wo I aYo \J FS 0 Gmu0j rnm I'wl aJ4~0) mz WO! 2O 0 � ¢G �x / ° da i- cn V L`ti U = ru a-=00 � V 0. = Q CL d inC>-L-1,(na m '�% F— a�p UJP 2 m } a LLJ iiD=Q jI33/8"HEAD/SILLCORNERS [_LHE 3/4" MAX. AD/S I L L �( m QmW z �o m O Z O Z W 0 o ILL O 4 08 v ci p {rn�771 Q'OWM O Qo�¢<.°i 0 C3 J L6 W N LL o Z�(m{y�T$ G1 aWai�� m w W O N m o Q Z p Y 3 m ao m � M m M S aC I m <n a Q 0� M(AlO O Q 0 �� cri ZE SCANNED SINGLE '0' PANEL: 0 m THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT., SHUTTERS ARE NOT REQUIRED. BY FRAME WIDTH = D.L.O. WIDTH + 5.00" St. Lucie County FRAME HEIGHT = D.L.O. HEIGHT + 5.00" 0- 1 Q 1 a 0 INSTRUCTIONS:11 USE CHARTS AS FOLLOWS. WINDOW WALL SYSTEM WITH GLASS TYPES 'C' & 'D' COMPLY WITH REQUIREMENTS OF ANSI Z97.1. iiml 2$ p DETERMINE DESIGN WIND LOAD REQUIREMENT BASED•�ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE CONCEALED FASTENERS OR ATTA USING APPLICABLE ASGE 7 STANDARD. ARE THERESPONSIBILITVOFTHE LAMINATED GLASS STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD LARGE MISSILE IMPACT CAPACITY OF DESIRED GLASS SIZE. CONTRACTOR OF RECORD E.ngr: JAVA� AH!AA0 PRODUCT REVISED STEP CHECK MULLION CAPACITY FOR A GIVEN SPACING AND IVIL as complying witll Ills FbTlde HEIGHT USING CHARTS ON SHEET 3 FOR STOREFRONT FLA. 8 70592 BuilduIg Code / p ! r //yy� MULUON AND SHEET 5 & 6 FOR DOOR MULLION. CA 578 Acceptanca No 4 rAp_ THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. Ex imlion Date l7 STEP 4 USING CHART ON SHEETS 4 SELECT ANCHOR OPTION By DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED p� Miami ade Produd Con IN STEP 1 ABOVE. N b 2D14 STEP_5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. q i $ - O — o u N o N y a ,T drawing no. W03 — 64 shee� f 1 of 1 f1 NOMINAL DIMS. GLASS TYPE as I, D.L.O. D.L.O. G LOAD CAPACITY -PSF �u a WIDTH WIDTH � A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' M D.L.O. WIDTH D.L.O. HEIGHT EXT.(+)&INT.(-) EXT.(+)&INT.(-) EXT.(+)&INT.(-) E)(T.(+)&INT.(-) EXT.(+)&INT.(-) Z n 3 20" 63.0 63.0 120.0 100.0 90.0 -� 26" 63.0 63.0 120.0 100.0 90.0 1 1L I 32" 63.0 63.0 120.0 100.0 90.0 0 = U 38' 63.0 63.0 120.0 100.0 90.0 0 44" 63.0 - 120.0 100.0 90.0 -j w 0 50" 74" 63.0 - 120.0 100.0 90.0 a a. 56' 63.0 - _ 100.0 _ 100.0 90.0 n 60" 63.0 - 100.0 100.0 93 - ss" -- - 100.0 100.0 - �' 20° 63.0 63.0 120.0 100.0 90.0 0 C Q C ~~y 26' 63.0 _ 63.0 120.0 100.0 90.0 O ,t/��j 0 32" 63.0 63.0 120.0 100.0 90.0 _ 14 1y 3 N 38" 63.0 - 120.0 100.0 90.0 j N 44' 63.0 - 120.0 100.0 90.0 _ Q �y 50° 80" 63.0 - _ _ 120.0 100.0 _ 90.0 mlwq 56" _ 63.0 100.0 100.0 - _ m 60' - - 100.0 100.0 _ _ -60"G o ry F1 LE 66" - - toD.o tDo.o - y w 20" 63.0 63.0 _ 120.0 100.0 90.0 Q 26" 63.0 63.0 120.0 100.0 90.0 + (/I N 32" 63.0 63.0 _ 120.0 700.0 _ _ _90.0 GLASS CAPACITIES ON THIS SHEET o a 38" 63.0 - 120.0 100.0 90.0 ARE BASED ON z o Y 44" 63.0 - 120.0 100.0 90.0 Br K rr7 86" - ASTM E1300-09 (3 SEC. GUSTS). M 0 <N 50' 63.0 _ - 100.0 700.0 - M a 56° - - 100.0 700.0 - < Q M 80° - - 100.0 100.0 -LO -i 66" - - 100.0 100.0 - 1 E - 20" 63.0 63.0 120.0 100.0 90.0 M ir 0 26" 63.0 63.0 120.0 100.0 _ _ 90.0 W O p Q 32" 63.0 63.0 120.0 100.0 90.0100.0 w .0 30" 63.0 - 120.0 _ 100.0 _ 90.0 V) 44" _ 63.0 - 100.0 100.0 90.0 1/4' HEAT STREN'D GLASS O 92" 50' 63.0 - 100.0 100.0 - .090" Interlayer 56" - - 100.0 100.0 - Soflex Clear And Color Glass By 'Eastman Chemical Co.' G u 60" - - 100.0 100.0 - i Lo 66" - - 100.0 100.0 - a W 1/4" HEAT STREN'D GLASS C H a m 0 € w 1/4" ANN. GLASS to o 1/4' ANN. GLASS 1/4" HEAT STREN'D GLASS 5/16" HEAT STREN-D GLASS e y u > z K' 090" Interlayer II w o a .120" Interlayer Soflex Clear And Color Glass .120" Interlayer .120" Interlayer 1, ail z Uvekol S By 'Eastman Chemical Co.' Uvekol 5 Uvekol S i �II I By 'Allnex USA, Inc.' By 'Allnex USA. Inc.' By Allnex USA, Inc.' I !. 1/4" ANN. GLASS 1/4" ANN. GLASS Z 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS o o m ' o n w r F C '> o o m m m m > Z Z Z ? � C w 4 tl S GLASS TYPE n � III III � III III � I, III � II III o - II I II II �II II II� II Engr. JAW CMLAHMAD PRODUCPREVISED e I ascomplyingwith the i ry FlA PE )! 70592 d c CAN. 3538 Building Cede Acceptance No 1' i1 1 �>• Q e a a Expiration Date W By CLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' Miami ade"PWroducL [drawing rio. 5 2014 W03-64 GLAZING OPTIONS sheet 2 of 10 GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' CLASS TYPE 'D' CLASS TYPE 'E' D.L.O. WIDTH O.L.O. HEIGHT EXT.(+)&INT.(-) EXT.(+)&INT.(-) EXf.(+)&INT.(-) EM.(+)&INT.(-) E)(T.(+)&INT.(-) 20° 26" 32" 38" 44" 50" 60" 66" 98" 63.0 120.0 100.0 90.0 63.0 120.0 100.0 90.0 - 120.0 100.0 90.0 V - U20.0 100.0 90.0 - 100. 100.0 - 100.0 100.056" - - 100.0 100.0 - - - 100.0 100.0 - - - - 100.0 100.0 - 20" 26' 32" 38° 44" 50" 56" 104" 63.0 63.0 120.0 100.0 90.0 63.0 63.0 120.0 10D.0 90.0 63.0 - 120.0 700.0 90.0 63.0 - 120.0 100.0 90.0 63.0 - 100.0 100.0 _ - - - 100.0 100.0 - --_ - - 100.0 100.0 - - 100.0 100.0 - 20" 26" 32" 38" 50" 56" 110" 63.0 63.0 120.0 100.0 90.0 63.0 63.0 120.0 100.0 90.0 6J.0 - 120.0 100.0 _ 90.0 63.0 - 100.0 100.0 - - - 100.0 100.0 _ - - - 100.0 100.0 - 20" 26' 32" 38" 44' 50' 56° 116" 63.0 fi3.0 120.0 100.0 90.0 63.0 - 120.0 f00.0 90.0 63.0 - 120.0 100.0 90.0 63.0 - 100.0 100.0 - - - 100.0 100.0 - 100.0 f 00.0 - - - 97.9 100.0 - 34-1/2' 116-1/2° - - 120.0 - - 63" 63" - - 720.0 - - 60" 67° - - 120.0 - - 57" 69" - - 120.0 - - 54" 74° - - 120.0 - - J W ox o= x MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHTrEXT.(+) INT.(-) EXi.(+) INT.(-) 24" 30' 36' 42" 48" 54" 60" 66" 72" 100.0 100.0 120.0 100.0 100.0 120.0 100.0 100.0 120.0 100.0 '100.0 120.0 100.0 100.0 120.0 . 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 90.0 100.0 24" 30" 36" 42" 48" 54" 60" 66" 78" 100'0 100.0 100.0 100.0 120.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 1 90.0 100.0 100.0 100.0 90.0 100.0 24" 30" 36' 42" 48" 54" 60' 66" 84" 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 119.9 99.9 99.9 90.0 100.0 - - _ 90.0 100.0 24" 30' 35" 42' 48' 54' 60" 66' 90" 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 98.7 98.7 100.0 120.0 90.2 90.2 90.0 100.0 - - 90.0 100.0 - - 90.0 100.0 24' 30" 36' 42" 48" 54" 60" 66' 96" 100.0 100.0 100.0 120.0 na D.o_ 100.0 100.0 120.0 100,0 100 0. 1 10 0. 0 120.0 95.0 95.0 100.0 120.0 84.9 84.9 90.0 100.0 77.3 77.3 90.0 100.0 - - 90.0 100.0 - - 90.0 100.0 24" 30' 36' 42' 48° 54" 60" 66" 102' 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 91.1 91.1 100.0 120.0 79.5 79.5 100.0 120.0 71.1 71.1 90.0 100.0 - - 90.0 100.0 - 90. 1100.0 - - 90.0 1 100.0 MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-; 24" 30" 36' 42" 48' 54' 60" 66" 108' 100.0 100.0 100.0 120.0 90.3 90.3 100.0 120.0 76.3 75.3 100.0 120.0 66.5 66.5 100.0 119.9 59.3 59.3 90.0 100.0 - - 90.0 100.0 - - 90.0 99.2 - - 90.0 92.5 24' 30" 36" 42" 48"- 54" 60" 114" 94.7 100.0 120.0 76.5 100.0 120.0 64.6 100.0 120.0 P66. 56.2 100.0 100.0 90.0 100.0 - 90.0 96.0 - - 88.0 88.0 24" 30' 36" 42" 48" 54' 60' 120" 81.1 81.1 100.0 120.0 65.4 65.4 100.0 120.0 55.1 55.1 100.0 120.0 47.9 47.9 90.0 100.0 - - 90.0 95.3 - - 85.9 85.9 - - 78.7 78.7 x cv 111 wt W2 WIDTH (W) - w1 + W2 2 MULLION W/O REINFORCING Ix IN-4 Sx IN-3 5.3965 2.3108 MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT DR.(+) INT.(-) EXT.(+) INT.(-) 24" 30" 36" 42" 48" 54" 60" 66" 72' 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 100.0 24" 30" 36" 42" 48" 54" 60" 66" 78" 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 97.2 97.2 90.0 100.0 88.4 88.4 90.0 100.0 24" 30" 36" 42" 48" 54" 60" 66' 84" 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 92.2 92.2 100.0 119.9 83.0 83.0 90.0 100.0 - i - 90.0 100.0 24" 30" 36" 42" 48" 54" 60" 66" 90" 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.o too.D 1zo.o 89.5 89.5 100.0 120.0 79.6 79.6 90.0 100.0 - - 90.0 100.0 - - 90.0 100.0 24" 30" 36" 42" 48" 54" 60" 66" 96' 1 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 89.1 89.1 100.0 120.0 78.0 78.0 90.0 100.0 69.3 69.3 90.0 100.0 - - 90.0 100.0 90.0 100.0 24" 30" 361, 42" 48" 54" 60' - 102° 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 --86:8- -86.8 - 100.0 120.0 74.4 74.4 100.0 120.0 65.1 65.1 90.0 100.0 - - 90.0 100.0 - - 90.0 100.0 MULMON 66" - - 90.0 90.9 H/ REINFORCING IX IN"4 Sx IN" 3 ALUMINUM 5.3965 2.3108 STEfiL 3.3264 1.5933 TOTAL 14,7821 Ic ALUM + Iz SR % 2.9 MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INL(-) 24" 30" 36" 42" 54" 60" 66" 108"48" 100.0 100.0 100.0 120.0 87.7 87.7 100.0 120.0 73.1 120.0 62.7 119.9 54.8 100.0 - j73.lioO.O 99.1 - 89.2 - 81.1 24" 30" 36" 42" 48" 54" 60" 114" 93.2 .. 120.0 74.6 74.6 100.0 120.0 62.2 62.2 100.0 120.0 53.3 53.3 90.0 100.0 - - 90.0 100.0 - - 89.0 89.0 - - 80.1 80A 24" 30" 36" 42" 48" 54" 60" 120" 79.9 79.9 100.0 120.0 64.0 64.0 100.0 120.0 53.3 53.3 100.0 120.0 45.7 45.7 90.0 100.0 - - 90.0 90.3 - - 80.3 80.3 - - 72.3 72.3 INTERMEDIATE HORIZONTALS x l7 W = L %Ci[3 %fig 5w a I wI W2 WIDTH (W) W1 + W2 2 FLA. PE R 70592 CAM. 3538 42014 PRODUCT REVISED m complying with the FWda Build'ulg Coda AcccpinuceNo Ex imtion IYlte By Mi I Product Con 1 (44ft V � W arawing no. W03-64 +--` ANCHOR LOAD CAPACITY - PSF - ANCHOR LOAD CAPACITY - PSF U EXT.(+) & INT.(-) EXT.(+) & INT.(-) �� ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS NOMINAL DIMS. TYPE 'A' TYPE 'AA' TYPE 'B, TYPE 'C' TYPE 'CC' NOMINAL DIMS. TYPE 'A' TYPE 'AA' TYPE 'B' TYPE 'C' TYPE 'CC' 3 WIDTH (W) FRAME HEIGHT A2 A3 A4 AA2 AA3 AA4 B2 B3 C2 C3 C4 CC2 CC3 CC4 WIDTH (W) FRAME HEIGHT A2 A3 A4 AA2 AA3 AA4 B2 B3 C2 C3 C4 CC2 CC3 CC4 O m 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24" 105.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 kF W 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 84.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 110.2 120.0 120.0 108.4 120.0 120.0 Q 2 O_ - - IL 36" 105.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36" 70.2 105.3 120.0 106.7 120.0 120.0 120.0 120.0 91.9 120.0 120.0 90.4 120.0 120.0 �. O U 42" 90.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.1 120.0 120.0 116.2 120.0 120.0 42" 108' 60.2 90.3 120.0 91.4 114.3 120.0 120.0 120.0 78.7 118.1 120.0 77.5 116.2 120.0 d 48" 72" 79.0 118.5 120.0 120.0 120.0 120.0 120.0 120.0 103.3 120.0 120.0 101.7 120.0 120.0 48" 52.7 79.0 105.3 80.0 100.0 120.0 106.4 120.0 65.9 103.3 120.0 67.8 101.7 120.0 JK G 54" 70.2 105.3 120.0 106.7 120.0 120.0 120.0 120.0 91.9 120.0 120.0 90.4 120.0 120.0 54" 46.8 70.2 93.6 71.1 88.9 118.5 94.6 120.0 61.2 91.9 120.0 60.2 90.4 120.0 Q 8 n 60" 63.2 94.8 120.0 96.0 120.0 120.0 120.0 120.0 82.7 120.0 120.0 81.3 120.0 120.0 60" 42.1 63.2 84.3 64.0 80.0 106.7 85.2 120.0 55.1 82.7 110.2 54.2 81.3 108.4 v 0 M i 66" _57.5 86.2 114.9 87.3 109.1 120.0 116.1 120.0 75.2 112.7 120.0 73.9 110.9 120.0 66" 38.3 57.5. 76.6 58.2 72.7 97.0 77.4 116.1 50.1 75.2 100.2 49.3 73.9 98.6 0' th 0 72" 52.7 79.0 105.3 80.0 100.0 120.0 106.4 120.0 68.9 103.3 120.0 67.8 101.7 120.0 24" _ 99.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 O 0 f- 9 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 79.8 119.7 120.0 120.0 120.0 120.0 120.0 120.0 104.4 120.0 120.0 102.7 120.0 120.0 y O N 30" 116.7 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36" 66.5 99.8 120.0 101.1 120.0 120.0 120.0 120.0 87.0 120.0 120.0 85.6 120.0 120.0 Q � � 2 36" 97.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 114" 57.0 85.5 114.0 86.6 108.3 120.0 115.2 120.0 74.6 111.9 120.0 73.4 110.1 120.0 ? In 2 m 42" 83.3 _ 120.0 120.0 120.0 120.0 120.0 120.0 120.0 109.0 120.0 120.0 107.3 120.0 120.0 48" 49.9 74.8 99.8 75.8 94.7 120.0 100.8 120.0 65.3 97.9 120.0 64.2 96.3 120.0 a W N 48" 78" 72.9 109.4 120.0 110.8 120.0 120.0 120.0 120.0 95.4 120.0 120.0 93.8 120.0 120.0 54" 44.4 66.5 88.7 67.4 84.2 112.3 89.6 120.0 58.0 87.0 116.0 57.1 85.6 114.2 rl 54" 64.8 97.2 120.0 98.5 120.0 120.0 120.0 120.0 84.8 120.0 120.0 83.4 120.0 120.0 60" 39.9 59.9 79.8 60.6 75.8 101.1 80.7 120.0 52.2 78.3 104.4 51.4 77.1 102.7 60" 58.3 87.5 116.7 88.6 110.8 120.0 117.9 120.0 76.3 114.5 120.0 75.1 112.6 120.0 24" 94.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 = 1j O m 66" 53.0 79.6 106.1 80.6 100.7 120.0 107.2 120.0 69.4 104.1 120.0 68.3 102.4 120.0 30" 75.8 113,8 120.0 115,2 120.0 120.0 120.0 120.0 99.2 120.0 120.0 97.6 120.0 120.0 � C M 72" 48.6 72.9 97.2 73.8 92.3 120.0 98.3 120.0 63.6 95.4 120.0 62.6 93.8 120.0 36" 63.2 94.0 120.0 96.0 120.0 120.0 120.0 120.0 82.7 120.0 120.0 81.3 120.0 120.0 J cyi 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 120" 54.2 81.3 108.3 82.3 102.9 120.0 109.5 120.0 70.9 _ 105.3 120.0 69.7 104.6 120.0 ¢ 7 30" 108.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 47.4 71.1 94.8 72.0 90.0 120.0 95.8 120.0 62.0 93.0 120.0 61.0 91.5 120.0 3 Il } a 36° 90.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.1 120.0 120.0 116.2 120.0 120.0 54" 42.1 63.2 84.3 64.0 80.0 106.7 85.2 120.0 55.1 82.7 110.2 54.2 81,3 108.4 o y 42" 77.4 116.1 120.0 117.6 120.0 120.0 120.0 120.0 101,2 120.0 120.0 99.6 120.0 120.0 60" 37.9 56.9 75.8 57.6 72.0 96.0 76.6 115.0 49.6 74.4 99.2 48.8 73.2 97.6 3 p 48" 84" 67.7 101.6 120.0 102.9 120.0 120.0 120.0 120.0 88.6 120.0 120.0 87.1 120.0 120.0 > 54" 60.2 90.3 120.0 91.4 114.3 120.0 120.0 120.0 78.7 118.1 120.0 77.5 116.2 120.0 2 1/2" 2 1/2" ¢ m 0_rin '0 m 60" 54.2 81.3 108.3 82.3 102.9 120.0 109.5 120.0 70.9 106.3 120.0 69.7 104.6 120.0 to 7 < 1111 - .1 1" 66" 49.2 73.9 98.5 74.8 93.5 120.0 99.5 120.0 64.4 96.6 120.0 63.4 95.1 120.0 ^ c E 72" 45.1 67.7 90.3 68.6 85.7 114.3 91.2 120.0 59.0 88.6 118.1 53.1 87.1 116.2 5„ 5" g 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 2 1/2" 2 1/2" a Q o 2 1/2" 2 1/z" 0 1� n 30" 101.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 -120.0 120.0 120.0 120.0 5" 2 1/2" 2 1/2" w `p 0� 36" 84.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 110.2 120.0 120.0 108.4 12D.0 120.0 5" 2 1/2" 2 1/2" N Q 42" 72.2 108.3 120.0 109.7 120.0 120.0 120.0 120.0 94.5 120.0 120.0 93.0 120.0 120.0 C- 48" 9o" 63.2 94.8 120.0 96.0 120.0 120.0 120.0 120.0 82.7 120.0 120.0 81.3 120.0 120.0 A2. AA2 H2, C2. CC2 A3. AA3. B3. C3. CC3 A4. AA4. C4. CC 54" 56.2 84.3 112.4 85.3 106.7 120.0 113.5 120.0 73.5 110.2 120.0 72.3 108.4 120.0 60" 50.6 75.8 101.1 76.8 96.0 120.0 102.2 120.0 66.1 99.2 120.0 65.1 97.6 120.0 G ANCHORS TYPES: SEE SHEET 7 FOR DESCRIPTION w 66" 46.0 68.9 91.9 69.8 87.3 116.4 92.9 120.0 60.1 90.2 120.0 59.2 88.7 118.3 uxi a vxi A2 2 ANCHORS TYPE 'A' AT EACH SIDE OF MULLION m ^ 72" 42.1 63.2 84.3 64.0 80.0 106.7 85.2 120.0 55.1 82.7 110.2 54.2 81.3 108.4 = ( ) AA2 = (2) ANCHORS TYPE 'A4' AT EACH SIDE OF MULLION o`_ € w '& 24" 118.5 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF MULLION 30" 94.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION `u 3 4 3 36" 79.0 118.5 120.04 T20.0 ''Z,120.0 120.0 120.0 120.0 103.3 120.0 120.0 101.7 120.0 120.0 CC2 = (2) ANCHORS TYPE 'CC' AT EACH SIDE OF MULLION fn u � Zq' u W z 2 z 42" 67.7 101.6 120.0 102,9 120.0 120.0 120.0 120.0 88.6 120.0 120.0 87.1 120.0 120.0 A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION 48" 96" 59.3 88.9 118.5 90.0 112.5 120.0 119.8 120.0 77.5 116.3 120.0 76.3 114.4 120.0 AA3 = (3) ANCHORS TYPE 'AA' AT EACH SIDE OF MULLION 54" 52.7 79.0 105.3 80.0 100.0 120.0 106.4 120.0 68.9 103.3 120.0 67.8 101.7 120.0 B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF MULLION -- C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION `o_ o a 60" 47.4 71.1 94.8 72.0 90.0 120.0 95.8 120.0 62.0 93.0 120.0 61.0 91.5 120.0 ',n N. m CC3 = (3) ANCHORS TYPE 'CC' AT EACH SIDE OF MULLION Wl W2 , o o 66" 43.1 64.6 _86.2 65.5 81.8 109.1 87.1 120.0 56.4 84.5 112.7 55.5 83.2 110.9 0 0 w 4 u x 72° 39.5 59.3 79.0 60.0 75.0 100.0 79.8 119.8 51.7 77.5 103.3 50.8 76.3 101.7 A4 =_(4) ANCHORS TYPE-W AT EACH SIDE OF MULLION W7 + W2 O AA4 = (4) ANCHORS TYPE 'AA' AT EACH SIDE OF MULLION WIDTH (W) _ 24" 111.5 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF MULLION 2 0 30" 89.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.7 120.0 120.0 114.8 120.0 120.0 CC4 = (4) ANCHORS TYPE 'CC' AT EACH SIDE OF MULLION Engr: JAVAD AHMAD PRODUCTREVISBDbIL n 35, 74.4 111.5 120.0 112.9 120.0 120.0 120.0 120.0 97.3 120.0 120.0 95.7 120.0 120.0 FIA PE 70592 as complying with the FlArlm 42" 102" Building Code 63.7 95.6 120.0 96.8 120.0 120.0 120.0 120.0 83.4 120.0 120.0 82.0 120.0 120.0 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. CA.N. 3533 Acj"Vffdoa c No "%tt2 ��nn 48" 55.8 83.6 111.5 84.7 105.9 120.0 112.7 120.0 72.9 109.4 120.0 71.8 107.6 120.0 Exto7W17 54" 49.6 74.4 99.1 75.3 94.1 120.0 100.2 120.0 64,8 97,3 120.0 63.8 95.7 120.0 ! v h drawing o 60° 44.6 66.9 89.2 67.8 84.7 112.9 90.2 120.0 58.4 87.5 116.7 57.4 86.1 114.8 ByC� DopyFILLMdeProduslCouf W03g no. 66° 40.6 60.6 81.1 61.6 77.0 102.7 82.0 120.0 53.0 79.6 106.1 52.2 78.3 1oa.a V 2014 W03 64 sheet 4 of �p x c� Sx .Dime _ c � µ � � 7 � x u m O fJ NNK _ 2 N mG? u C°vA N X N � u Z O 0 < bm3 Mo O N m .P N ^' C S I O I -�3 C a ldate: OB-11-03 C -• Q f scale: 1 � dr, by: HAMID O -P� P II IfehP. by A W W N T O A G W N 0) O A W W O N tT 0l A W N O% O A A G W m N 0 Z z O AI a II a � A I A A I A m t0 y 2 n \ l7 t0 O m m O O m O If�O m O f0 O m O t0 O 10 O m O IO O tO O f0 O m O m O O O C C 0 0 0 [J O G O C O 0 0 0 0 p] A I N m O A N m O A N C% G Of O N A A 0'm A N G W O N A A m A N G A W O N A N A A m A W N Oi W O N A Oi O N A A A N G O� 0 N A 0 N A A m A N W N G O N A fg Y i O D O m a C rn o a o m� p n O 0 0 0 0 0 a 0 0 0 S 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 O O� x O O O O O O O D O O O C O C O 6 O O O 6 C 6 O O O O O O 6 O O 6 O O O O 6 C O 6 P1 y z no date by qescription E 07.19.11 I NTS REV. PER BNC CPEEV. F 08.12.13 NAME RE C 12.09.1J :NUF. MANUF. ADDRESS H 1D.24.14 NO CHANGE THIS T SERIES SMI-175 ALUM WINDOW WALL (L.M.I. Aldoro Aluminum & Glass Products, Inc. 11500 MIRAMAR PARKWAY SUITE 300 MIRAMAR, FL. 33025 TEL. (305) 888-6288 FAX. (305) 888-6289 FRAME HEIGHT FRAMF HFICHT NOC]a m N O ;00 Z -0 a om> D OE m oD �D0 z M vi> a g 0omgaM= "x �o D�0 . OZ a0 m m A N m K' }f Cg Z 0 D 1� w O61D FAI R0 N �90 Z'O D 00C m oD El 0 0 M D AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 26"100 FAX (305) 262-6978 {r L DOOR MULLION LOAD CernuITY - PSF DOOR MULwun LOAD CAPACITY - PSF NOMINAL DIMS. WITH REINF. NOMINAL DIMS. WITH REINF. FRAME HEIGHT INCHES DOOR HEIGHT INCHES WIDTH (Wi) INCHES WIDTH (W2) INCHES EXr. (+) INT. () FRAME HEIGHT INCHES DOOR HEIGHT INCHES WIDTH (Wi) INCHES WIDTH (W2) INCHES EXT. (+) INT. (-) 108 80 60 30 100.0 108 84 60 30 100.0 33 100.0 33 100.0 39 100.0 39 100.0 42 100.0 42 100.0 72 30 100.0 72 30 100.0 33 100.0 33 100.0 39 _ 100.0 39 100.0 42 100.0 42 100.0 84 30 100.0 84 30 100.0 33 100.0 33 _ 100.0 39 100.0 39 100.0 _ 42 _ _ 100.0 42 100.0 96 30 100.0 96 30 100.0 33 100.0 33 _ 100.0 39 100.0 39 100.0 42 100.0 42 100.0 114 80 60 100.0 114 84 6033 30 100.0 100.0 100.0 100.0 39 100.0 F30 100.0 42 100.0 72 100.0 100.0 72 30 100.0 33 100.0 39 100.0 39 100.0 42 1 100.0 42 100.0 84 30 100.0 84 30 100.0 _ 33 100.0 33 100.0 39 100.0 39 100.0 42 98.7 42 100.0 96 30 100.0 96 30 100.0 33 97.7 33 100.0 39 92.9 39 96.0 120 80 60 30 100.0 120 84 fi0 30 100.0 33 100.0 33 100.0 39 100.0 39 100.0 42 100.0 42 100.0 72 30 100.0 72 30 100.0 33 100.0 33 100.0 39 95.3 39 96.9 42 92.6 42 94.1 84 30 94.3 84 30 96.2 33 91.7 33 93.5 39 86.8 39 88.4 _ 42 84.6 42 86.0 96 JO 86.0 96 _ 30 87.8 33 83.8 33. 85.5 DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. WITH REINF. E HEIGHT DOOR HEIGHT WIDTH (WI) WIDTH (W2) EXT. (+) 'CHES INCHES INCHES INCHES INT. ( ) 30 100.0 60 33 100.0 39 100.0 42 100.0 30 100.0 72 33 100.0 39 100.0 96 42 100.0 114 30 100.0 84 33 100.0 39 100.0 42 100.0 30 100.0 96 33 100.0 39 100.0 30 100.0 60 33 100.0 39 100.0 42 100.0 30 100.0 72 33 100.0 39 100.0 _ 42 100.0 120 96 30 100.0 84 33 100.0 39 94.8 F342 92.1 0 95.1 96 - 33 92.4 DOOR MULLION WITH REINFORCIN IX IN-4 Sx IN"3 ALUMINUM 5.8937 2.6191 STEEL 2.739ti 1 1.3915 TOTAL 13.8153 Ix ALUM + Ix SR % 2.9 F i L L DOOR MULLION LOAD CAPACITY - PSF �U NOMINAL DIMS. WITH REINF. E HEIGHT (CHES DOOR HEIGHT INCHES WIDTH (W1) INCHES WIDTH (W2) INCHES EXT. (+) INT. ( ) co Q F w IL O c a Q: F� Q 11 I- v M 1u Of x o Q 6 Q 0y n - �. K 00 0 Fi Q In In LL z m In .I 1NV a w 'i e 120 108 60 30 100.0 33 100.0 39 100.0 42 100.0 72 30 100.0 _ 33 100.0--- 39 ---- 100.0 84 30 100.0 33 100.0 39 100.0 42 100.0 96 30 100.0 33 100.0 ANCHOR TYPES TOTAL NO. OF ANCHORS I AT DOOR MULLION HEAD A I- AA 1 8 8 6 C - 8 CC _ 8 ALDORA ALUM & GLASS PRODUCTS ,OUTSWING DOORS SEE SEPARATE NOA r' F I L--------------7 II � T 1 \ II 111[L _--__ 1 W2 wl CIVIL E # 70592 11. 3536 2014 ANCHOR TYPES TOTAL N0. OF ANCHORS AT DOOR MULLION SILL A - AA _ 0 -8 6 C _ 8 CC 8 PRODUCT REVISED as complying with the Florida Accding eptance NoA-1 12. iralion Date l By Miami de ProdacT CD Irol n o o I •II � I N o � o E drawing no. W03-64 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING I 1BY SEE ELEV. FOR SPACING WOOD BUCK TYPICAL ANCHORS METAL .a ' I SEE ELEV. FOR SPACING STRUCTURES < .EDGE DIS'f. - .. .. ,. EDGE GIST. 4 e..e O I I � 1 \N n.n ._--. nc� nrt .—.Tile)n �= nn ��'. nn 9. O v v " v EDGE GIST. v TYPICAL ANCHORS,-' SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY 'ALOORA ALUMINUM & GLASS PRODUCTS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 4 TYPE 'A'- 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYQ AMC L 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) a INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'C'- 5/16" DIA, ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 4 THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'CC'- 5/16" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) N DIRECTLY INTO CONC. OR MASONRY- - 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 � _ " TYPICAL EDGE DISTANCE 160 INTO CONCRETE.AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. (FOR 1/4" ANCHORS) ' INTO WOOD STRUCTURE = 1-1/4" MIN. (FOR 5/16" ANCHORS) { o a vD INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. TYPICAL SEE ELEV. FOR V Z at 0 to O p 0 IL 0U �FFo 0 IL 00 0 C3 t. to a at § to Vt Q Lzu v = p rn y � :i v 00 N m U U W 1 ro 3 N 3 v N � } o o a On mK0 N 3 3 m Q Ln aM U Q (if V3 N a I E _ m \N V) a�a o om 0 of -0 LO - to a a - I IL �M� PRODUCT REVi4m,, e ♦i 70592 as complying with the Florida $ 3538 Building Code X / Accepmaca No • �i0 9 d a Br it timtl)ate O Ol r '9 Miami WeProduotControl drowing no. 52014 1 W03-64 1/4" MAX. C E WITH REINFORCING ICAL ANCHORS ELEV, SPACING 1/4" MAX. ICAL ANCHORS ELEV. SPACING TAL RUCTURE TYPICAL ANCHORS 1/4" MAX. SEE ELM ;HIM SPACE rFOR SPACING WOOD BUIN ) STRUCTURES CIVIL FRODUGTRRVISUD FLA PE ✓9 70592 as Complying Ivi1h 1110 Florida CAN. ;538 nueld6,.. r•..a" _ 2014 . 61 . NWsv 08 0ga O 0bo v Oei Q 0.aQ S 0 co 00 �0. O z U• a o Y.-o 1zM¢ it ¢WIC mi c o m _j J Li H 7 j 3 0 (n N 3 4` Q Co 0 O Y 2 Z 3 $3 0- M co 00 n � J m c ¢ u- mm �i a ¢ o Q W 0 N 0_' -0 V) — R� � orowmg no. W03-64 0 a 3m x 'D x 2Es0 0 4gr 0 c N Q ' 1� s T � C a O F '0scale: W ldate: 08-71-03 1/2• - 1' 0, _ 0 dr. by: HAMID ahk by I z I LJ�ii m r � i' I I i j i N oC D 1 5+O I I II III j III II � I II I I I II �•-- JJ I C1 0 I II II I I I I I r no date V escrip Ion E 07.19.11 NO CHANGE THIS SHEET F 08.12.73 MANUF. NAME REV. G 12.09.13 MANUF• ADDRESS REV. H 10.24.14 NO CHANGE THIS SHEET j 111 II 1 I Np I I om II I II I j Pmg j I I I I 11 I I I p I II I �z ____�I I II II I � I II I II I I I _ �DI I 0 z -r SERIES SMI-175 ALUM WINDOW WALL (L.M.I.) Aldoro Aluminum & Glass Products, Inc. 11500 MIRAMAR PARKWAY SUITE 300 MIRAMAR, FL. 33025 TEL (305) 888-6288 FAX. (305) 888-6289 z 0 r IN * O r- O In I_.;0O >m D -NI; n In r rn D D -1 0 M OZ V) o m 1 O z En ;a mCA mo Zo tnr- O 7 A N p0 O n Z 00 Z D D f Z O _ =v (~n (n AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264.8100 FAX (305) 2626978 O1 FRAME HEAD/SILL/JAMB/MULLION 3.697 125 1.131 4 P '7I 50 c 1.685 I�3.223 Oz INTERMEDIATE SNAP -IN .125 .378 k 3.697 �1 O3 POCKET FILLER 110V 1 12 REINFORCING CHANNELS STOREFRONT MULLION 1.625— r-.063 .748 (r II .750 Qa GLAZING STOP ITEM g PART $ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 SMI-001 AS REOD. FRAME HEAD/SILL/JAMB/MULLION 6063-T6 SMITH MOUNTAIN IA SMI-005 AS READ. DOOR MULLION 6063-T6 SMITH MOUNTAIN 2 SMI-003 AS REOD. INTERMEDIATE SNAP -IN 6063-T6 SMITH MOUNTAIN 3 SMI-004 AS READ. FLAT FILLER. 4" LONG AT ANCHOR LOCATIONS 6063-T6 SMITH MOUNTAIN 4 SMI-002 AS READ. GLASS STOP 6063-T5 SMITH MOUNTAIN 5 SMI-GO1 AS READ. GLAZING GASKET EPDM 70 t5 GLAZING RUBBER PRODUCTS 6 SMI-GO3 AS READ. SETTING BLOCK (1/4" X 1/2" X 2" LONG) EPDM 70 t5 FRANK LOWE 7 1/4-20 X 2-1/4" AS READ. MULLION SCREWS WITH NUT & WASHER - AT 9" FROM ENDS & 24" O.C. 8 #12 X 1-1/2" 2 PER CORNER FRAME ASSEMBLY SCREWS - HEX H SELF DRILLING 9 SMI-GO2 - AOHESNE FOAM TAPE (1/4" X 1/2") - FRANK LOWE/BUTNICK 10 995 _ - GLAZING COMPOUND - DOW CORNING 10A 895/896 _ - GLAZING COMPOUND - PECORA - 11 12 - - - - - REINFORCING CHANNEL (STOREFRONT MULLION)_ REINFORCING CHANNEL (STOREFRONT MULLION) STEEL STEEL 1-3/16" X 4_1/16" X 1-3/16" X 3/16" THK. (ASTM AX Fy 36 KSI) 3/4" X 3-5/8" X 3/4" X 1/8" THK. (ASTM A36. Fy 36 KSI) 13 _ - REINFORCING CHANNEL (DOOR MULLION) ,- STEEL - 1" X 3-15/16" X 1" X 3/16" THK. (ASTM A36. Fy 36 KSI) 14 - - REINFORCING CHANNEL (DOOR MULLION) STEEL 3/4" X 3-1/2" X 3/4" X 1/8" THK. (ASTM A36, Fy 36 KSI) to DOOR MULLION 13 REINFORCING CHANNELS DOOR MULLION F'556— .525 14 WEDGE —IN GASKET OS SCALE 1:1 FRAME CORNER Engr; JAVAD AHMAD PRODUCT RJ VISL•D CIVIL 1 ns com FLA. PE # 70592 Bu,ldvp yrng wRh the Florida 8 Code C." 3538 Acceptance No 112.Ofo piroiion A11e L 7 {' ... B 1 Product Contr I ILL Z O� �g Qa ry O O� a O � O a Q Q o �y00 iz D _ LL M 9 .If�maj P o B p m � p u a � p y Y 9 O U drawing no. W03-64 1 l IV vto� ' RECEID2gig JAN 1®5T. LUP1@c@df SURFACE APPLIED FALSE MUNTINS MAY BE USED OBTAIN DOOR/GLASS/REINFORCING/LOCK OPTION CAPACITY FROM TABLE ON SHEET 2. "51 1/2" MAX. (STD. JAMBS) - td 1/2" MAX. (NARROW JAMBS) DOOR FRAME WIDTH 3/4" OR 1 3/4" 48" MAX. 4" MAX. 13 1/2" MAX. \ HEAD SILL J I I �I I �I if If I V Q w Q / �• a = ci 3 POINT L0� SYSTEM � w w 10 0 'I (SHOWN) Jo SE SHEET 2 N n LL ^ Fb_ CAPACITY- 0 ^ o \ SHEET 9 ROR DETAIL o \ & LO, OPTIONS \ \ nilal FRAME WIDTH = DOOR OPNG. WIDTH + 3.500 (STD. JAMBS) b d = DOOR OPNG. WIDTH + 1.500 (NARROW JAMBS) LEAF HEIGHT = DOOR FRAME HEIGHT - 2.188" LEAF WIDTH (XX DOORS) = (DOOR OPNG. WIDTH - .250)/2 REGENT HINGES = (DOOR OPNG. WIDTH - .750)/2 ALUMINUM HINGES LEAF WIDTH (X DOORS) = DOOR OPNG. WIDTH - .187 REGENT HINGES = DOOR OPNG. WIDTH - .375 ALUMINUM HINGES GLASS DLO HEIGHT = LEAF HEIGHT - 14.375 (STD. BOTTOM RAIL) = LEAF HEIGHT - 19.375 (HI -PROFILE BOTTOM RAIL) GLASS DLO WIDTH = LEAF WIDTH - 10.000 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 'SUMMIT' ALUMINUM OUT —SWING DOOR -SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE CHART ON SHEET 2 FOR DESIGN LOAD CAPACITY. SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4 FOR HORIZONRTAL MULLION CAPACITY CHART LOWER VALUES FROM DOOR CAPACITY CHART OR HORIZONTAL MULLION (TRANSOM BAR) CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. DOORS CAN ALSO BE USED WITH APPROVED ALDORA SMI-175, FS300 AND SMI-090 STOREFRONT SYSTEM (UNDER SEPARATE NOA). FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NOA FOR DOOR MULLION CAPACITY AND ANCHORING REQUIREMENTS. THE LOWEST VALUE RESULTING FROM DOOR CAPACITY OR TRANSOM CAPACITY OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. 11 \ ' ACTIVE \ CONCRETE 37 3/4" MAX. D.L. OPG. 47 3/4" MAX. TOTAL NO. OF ANCHORS AT MTG. STILE ENDS 99 1/2" MAX. (STD. JAMBS) 97 1/2" MAX. (NARROW JAMBS) FOR FRAME HT. SUBSTRATE UPTO 120 IN. DOOR FRAME WIDTH 96" MAX. MAX WOOD 7 CONCRETE 5 METAL 1 5 p00R WIDTH 3" 13 1/2" 4" MAX. TYP. MAX. HEAD/SILL %p� _ HEAD/SILL CORNERS Y I I SEE STILE ji / I i `SEE MTG. STILE REINF. 66I� OPTIONS OPTIONS � c � I I \ a w I PANIC EXIT DEVICE \ (SHOWN) fo' ro SEE SHEET 2o ___==m = \ FOR CAPACITY AND SHEETS 9.1 & 9.2 FOR DETAIL o m a o LOCK OPTIONS / 0 r I I / — LL J_A B u 7 ACTIVE i I IN -ACTIVE j _J -_4 r l� CONCRETE m � �z p 37 3/4" MAX. I- _ 37 3/4" MAX. V 47 3/4" MAX. 1 I 47 3/4" MAX. TYPICAL EL FVATIONS Nam_ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WR HE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING "CODE 00 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE-ANCHOREOPROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN :THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANC�ORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. 3/4" OR 1 3/4" 4 N a 0 O IORS TYPE •B' STILE ENDS C. LAMINATED GLASS [LARGE MISSILE IMPACT z m m M r O 1.- N w BIL O W N m N xx O L LL 0 t'n m crm MIX 0 a. 0 ° Q W 7 e m ILzin '�I 0IF �I N w o w f f%oDUCT REVISED Wx ylnd with the FMdda b"r� y10EN@F 0 Aectplstt No l6.6 3•/U �_ o x Expiudim Date J/'W f0, 7i,/'8 .70592 k �S • • - y U° o i Witte Pt Pmduct Coutm - c--- � s; drawing no. ®��� W12-46 SILICONE I SILICONE DOW CORNING 7' DOW CORNING 795 PECORA 895 PECORA 895 a d z m z m 25 \. ro � 'I. 'i I 25 0i 1 ° ) ) F16 F 16 \ ii 27 X 27 W 33 W 34 i GLASS TYPES 'C'. 'E' OR 'FGLASS TYPE 'D' OR 'G' GLAZING DETAIL TRANSOM SILICONE SILICONE DOW CORNING 795/995/CWS DOW CORNING 795/995/CWS PECORA 895 �PECORA 895 GE 2000 GE 2000 1/4" HEAT STREN'D GLASS .100" Interloyer Uvekol S d By 'Allnex USA, Inc.' d Z 1/4" HEAT STREN'D GLASS Z z mCa z 22 I. 7 2\ M 1! jl�'i 0;111.4 SILICONE DOW CORNING 795/899/995/CWS PECORA 895 GE 2000 TREMCO 600 /4" ANN. GLASS .100" Interlayer Uvekol S By 'Allnex USA, Inc.' 1/4" ANN. GLASS d gg t: 2\ n 0 O "a W k W ' HEAT STREN'D GLASS .100" Interloyer Uvekol S By 'Allnex USA, Inc.' r1/4- HEAT STREN'D GLASS I r1/2" AIR SPACE / �1/4" TEMP. GLASS !2 J r -- SUPER SPACER PREMIUM PLUS BY 'QUANEX' i' #10 X 1-1/2" \32 / FH SELF DRILLING SCREWS \ AT 2-1/2" FROM ENDS AND 10" O.C. MAX. TYP. AT ALL GLASS TYPES GLASS TYPE SILICONE DOW CORNING 795/899/995/CWS PECORA 895 GE 2000 TREMCO 600 /4" ANN. GLASS .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' r-1/4" ANN. GLASS %1 — ��iF�ze Ir GLASS TYPE 'E' GLASS TYPE 'F' GLAZING DETAILS DOOR LEAF 3/4" OR ( X ) 3/4" OR DESIGN LOAD CAPACITY - PSF (GLASS) SINGLE (X) OTIBLE (XX) FRAME HEIGHT INCHES LOCK OPTIONS 1, 2, 3, 4 5, 6, 7 & B LOCK OPTIONS 1, 2, 3, 7 & 8 GLASS TYPES 'E', 'F' & 'G' GLASS TYPES 'C' & OOR OPNG. WIDTH ES DOOR OPNG. WIDTH INCHES {EXT.(+) INT.(-) }EXT.(+) INT.(-) 11 ` 72 85-3/4 90.0 90.0 100,0 100.0 48 96 90.0 90.0 . 1 0.0 _100.0 36 72 97-3/4 90'0 90.0 1p0_ .0 100.0 100.0 48 96 - - 100.0 36 72 109-3/4 - - 100.0 100.0 48 96 - - 100.0 100.0 36 72 120 - - 100.0 100.0 48 96 - - 100.0 100.0 UN -REINFORCED MTG. STILES REINFORCED MTG. STILES NOTE: DOOR OPNG HEIGHT = DOOR FRAME HEIGHT -1 3/4" C 0 0 w � ro n 0 0 V) L a Z I�Ih Q m a Of Of Lo I� Sao I —�I n0 M m 1� =_J a �IEa�LL n N . Q Q o< a w o oQ WIomx cn ll¢ w �I SILICONE * I DOW CORNING 795/899/995/CWS SEE SHEET 5 FOR SILL TYPES QUALIFIED PECORA 895 FOR WATER INFILTRATION RESISTANCE E i GE 2000 PROGOGFREVISED (POSITIVE DESIGN PRESSURE) LIMITED w ss eoanPlyieg wi1k 16e Florida = $ a $ 1 /4" HEAT STREN'D GLASS bulling Ewe oi8 w rc .090" Interla er Atceplame No ��^030$•/U o o: rc Saflex Clear And Color Glass Elrn/W" bale 7/JoT// S? W a a By 'Eastman Chemical Co.' LS tiK w alTi 1/4" HEAT STREN'D GLASS-Pioi�et Coaual NOTE: om a a 1/2" AIR SPACE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) z m 1/4" TEMP. GLASS AND FLORIDA BUILDING COMMISSION .0 0 o = = m DECLARATORY STATEMENT DCA05-DEC-219 > 22 28 SUPER SPACER PREMIUM PLUS11RIffY7- BY 'QUANEX' T G 26 ` �� p;....., I W /{10 x 1-1/2" 60p X \32 / FH SELF DRILLING SCREWS W \ AT 2-1/2" FROM ENDS AND 10" O.C. MAX. •. TYP. AT ALL GLASS TYPES J� TE OF Qy�� drawing no. GLASS TYPE 'G' It x A •[ ORIDP ®�� I�L� i s��•;.::_: � ` W12-46 4' MAX. HEAD/SILL CORNERS W f o w c 0 Z J 0 0 O o O 0 0 n — 1/2" MAX. (STD. JAMBS) 45 'i i2" MAX. (NARROW JAMB: 46 1/4' D.L. OPG. 13 1/2" 1 / _ I _ I. u / I II I ,I I I I, I II n I I H it ------JL___--- -�----Ir------ II \ II , \ H I I ===_� -=== n n I n \ I I I I \ B I ACTIVE \ I \ I _ CONCRETE 37 3/4" MAX. D.L. OPG. 47 3/4" MAX. LEAF WIDTH 48' DOOR OPNG. WIDTH ( O/x ) TYPICAL ELEVATION DOOR W/ TRANSOM 4 Z M O n W W d Q N CL J 0W� HORIZ. MULLION (TRANSOM BAR) 0 f 0 tto, T7 Im — (3) ANCHORS - ALL CASES 0 0. 10. O ~ 0 W O —� \\ vl Vlp Q R Z J et LL a Wm v i �C�QJ QwOmii � I�IjC � m r �IO� IrD a_ N oaD m ` QN W 0<o ao S00 _ M NQ Q E Q .E tr Q N OW O w Ln LL �� PRODUCE REVISED m"mPlying with The Florid,, howieg Code O Aeespiyna No /6 -O Ei<Nntied Date�g mm Q Q_' VI rj N VI w rc w w FILE�mzz =Iit z DLO WIDTH (TRANSOM) = DOOR FRAME WIDTH - 5.25" (STD. JAMBS) ``111111111///� W �....,, = DOOR FRAME WIDTH - 3.25" (NARROW JAMBS) ''uCEN41•••, n c DLO HEIGHT (TRANSOM) =TRANSOM HEIGHT - 5.125" 0.70592 u m I aa: " NOTE: —— . drawing no. f, FOR DOORS CAPACITY SEE SHEET 2. �® •, S ATE OF FOR HORIZONTAL MULLION (TRANSOM BAR) CAPACITY SEE SHEET 4. pRIOP' �� LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART=tGa J W1 2-46 WILL APPLY TO ENTIRE SYSTEM. rI/IlTllilll�� sheet of 3 13 ' 99 1/2" MAX. (STD. JAMBS) I CONCRETE I 37 3/4" MAX. 37 3/4' MAX. D.L OPG. D.L. OPG. 47 3/4" MAX. 47 3/4" MAX. LEAF WIDTH LEAF WIDTH 96" N0. OF ANCHORS AT TRANSOM ENDS SUBSTRATE'S WITHOUT REINF. I WrM REINF. WOOD I 5 6 MASONRY 1 5 8 CONCREIE i 4 4 METAL I 4 5 i PROOUc F REVISED � complying rHY the FlorW 1 biding Cfxk AmVissco No ly-OB03•/a Eapirwde" I)ak ( //fo //Q 4N JAProdso Coo" :w II II � u II I II REINF. VERTICAL MULL (PART OF STOREFRONT) / / / / / 01 I% HORIZ. MULLION (TRANSOM BAR) LL11 CONCRETE 1 3/4" L I DOOR OPNG. WIDTH —I 1` ANCHORS AT DOOR MULUON -SEE SEPARATE NOA TO BE REVIEWED BY BLDG. OFFICIAL VERT. MULLION TRIB. WIDTH (W) = -W1 + W2 + 1.750 2 DOOR OPNG. WIDTH ( (6) ANCHORS TYPE 'B' O�XX AT MTGSTILE ENDS DLO WIDTH (TRANSOM) = DOOR FRAME WIDTH - 5.25' (STD. JAMBS) TYPICAL ELEVATION O.= DOOR FRAME WIDTH - 3.25' (NARROW JAMBS) DOOR W/ TRANSOM DLO HEIGHT (TRANSOM) = TRANSOM HEIGHT - 5.125" NOTE: FILL FOR DOORS CAPACITY SEE SHEET 2. FOR HORIZONTAL MULLION (TRANSOM BAR) CAPACITY SEE SHEET 4. Pr•„ LOWER VALUES FROM DOORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART WILL APPLY TO ENTIRE SYSTEM. o. 70592 _ ! S ATE OF .•' ��, lim w K drawing no. W12-46 9 2 Uj 1L• Z ri N O .P x t1 0 N�z t" tal p C H zo rn N O OWi N ONrt m A O l P O OWi N Co T A 00 I m A O 0 N m 0 A 0 0 0 N CNo m A 0 M A O 0 N CND m A 0 m A O OWi N W ONI A O Z N I I I I I I I I I I I I I I I I I I I I I I I I I I o o l 1 I I I I I l l l l l l l l l l l l l l l l l l O o 0 0 0 o Y o 0 0 e 0 0 0 0 0 0 0 m 0 0 0 0 0 0 0 �' o$ G p o 0 o W o o$ o a$ o �•+ o 0 0 0 0 0 0 0$ o 0 0 0 0 b 0 0 0 0 0 0 0 b 0 0 0 0 0 0 v O O O O b 0 0 0 0 0 0 0 0 0 b O 0 0 0 0 b b 0 v O 0 b 0( 0 0 0 0 V O b b 0 0 6 b j 144" MAX. UNIT HT. DOOR OPG. HEIGHT 1DyL�O TRANSOM HEIGHT pv I r(A o °=m vlz n r N N mW-Ni m� --m DOOR HEIGHT \ I TRANSOM 1 I � HEIGHT 0 o • 01:0 x � � x HT. i I_ 144•' MAX. UNIT HT. 0 m m n�i rn A n�i rn z i w �o 0 0ma yy p7 m m x o m 0 o�� r M O qa z o N Z o 'f- N N N N N N N N N W W N N N N W W N N N N W W N N N N N I p o yny _ 'd w a H [n J94, .8489 000 0 !9 0 0 0 0 W o 0 0 0 0 0 0o00 0 6 b 0 0 0 0 0N 0 0 b O b I O O O j v TNn rn A V O m Z Z ttl N pl .p N n GJ N = [9 O O ry � zxo CL 70 n d z3 yy Jy+.. yy y pp .p N O Wi N ND m 0 Ol �A OWi N Nm T A O Co A O OWi N CNo m A O O OWi N m ONi Np O 00 A p m N mN ONI A O m A O m N m q Np p S 0 OCC N x m n o � O 14 x 0 o zz ZS ------------------------------------------ 4C G]N y Z # p J S 0 0 0 O O O V O 0 0 0 0 0 0 0 W 0 0 0 p 0 0 0 0 0 0 0 0 0 0 W 0 0 0 0 0 0 0 W 0 0 0 0 0 00 0 p~ �yyl 9 ly 0 0 0 0 0 0 0 b O b O b O b b 0 0 0 0 0 b O 0 0 0 0 0 0 0 0 0 0 0 b O b O 0 0 b O O b 0 0 vv C 9 A;�yIre � a e �n 0z0 'm^o d' i'�1+�7 vOm ,�.dy o O o 3<*0 �X �xa b .•cv A? n m fn M= O m m m x 0 v n0f o O � N Cy �("' � NZU1 zz � z y� \ V OTC [ LA Z-ri� N N N N N N N N N W W N N N N W W N N N N 4 W N N N N 2w O O m A m A 0 m A O m N m m A O m N m m A O m N m m A 0 x K 1. /A) � /// M z S y mNfn O I I I I I I I I I I T I�?* �y �� :9 z tnN 'A T11 I I I T 1 I I I I Cym ?] _ O �� C O Vi C r7 0g� �Q O y;o m �"� N o 0 0 0 0 0 0 $ i�lb o$ 0 0 0 0 0 0 0 0 0 0 0 0 o b 0 o b o 0 0 o b o b b o b b o C j'•y N �: x m oo� n. I dalno OB-09-12 m — O dr. by: HAMID (� chk, by: no date escn Ion C 12.15.14 NO CHANGE THIS SHEET D 04.13.15 REV. PER RER COMMENTS E 02.23.16 - NO CHANCE THIS SHEET F 04.19.16 REV. PER RER COMMENTS SERIES SUMMIT' ALUM OUTSWING DOOR (L.M_I.) [9360 L-FAROOQ CORPORATION Aldora Aluminum & Glass Products Inc. GINEERS & PRODUCT DEVELOPMENT 11500 MIRAMAR PARKWAY, SUITE 300 MSU a DRIVE, SUITE 220MIRAMAR, FL. 33025 AMI, FLORIDA33173(C.A.N. 3538) L (305) 28"1.00 FAX. (305) 262-6978 TEL. (954) 784-6900 FAX. (954) 784-6901 (�--"-- ------ a 'a <EDGE DIST. . - r� I 3/4" MIN. r-+- THROW BOLT PENETRATION I 1 IL J1 O TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY WOOD BUCK (SEE NOTE SHEET 1) #8 X 5/8" SMS/TEKS AT 2" FROM ENDS & 10" O.C. MAX. REDD. AT DOORS 1 RATED FOR WATER INFILTRATION RESISTANCE #10 X 1" LG. Fr. HD. PH. SMS. ST/ST. 3/4" MIN. THROW BOLT CONCRETE \ PENETRATION a.L"J e INTO SILL EDGE'9ISF. °. TYPICAL ANCHORS & SUBSTRATE - SEE ELEV. FOR SPACING �AD"ATHRESH W NOT APPR'D FOR WATER INFILTRATION RESISTANCE L EDGE GIST. " '.I t . TYPICAL ANCHORS SEE ELEV. FOR SPACING FDA THRESHOLDTHRESHOLD NOT APPR'D FOR WATER INFILTRATION RESISTANCE PROD'JC T REV15E0 a: nlannl,Yiav vi?� Fl::fid� �{M:t41Pr'�i4n'.2 Ssr t _r N, /%^03e) i SiM#TPnrsetGateal Ei fs1 ORS ADA THRESHOLD FOR SPACING APPR'D FOR WATER INFILTRATION RESISTANCE LIMIT MAX. EXT. LOADS TO +60.0 PSF $8 X 3/4" PH SMS AT 3" FROM ENDS AND 14-1/2' O.C. (3) AT MTG. STILE LOCATION -� AT 3" O.C. Ipp I CONCRETE \ a a. ,`J... II I a. EDGE AIST. ". �.11/ TYPICAL ANCHORS • SEE ELEV. FOR SPACING NI —RISE THRESHOLD APPR'D FOR WATER INFILTRATION RESISTANCE LIMIT MAX. EXT. LOADS TO +100.0 PSF � �10EN3F •' 'K9 70592 TE OF fig/ RIDP.•'e.C%��/ drawing no. W12-46 sheet 5 of 13 TYPICAL ANCHORSI, SEE ELEVATIONS ' FOR SPACING �) i; DGfi 'DISi. 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING .. • ' n . ' •. 6 • ' EDG� .DIST. TYPICAL ANCHORS SEE ELEVLAN FOR S ET. METAL STRUCTURE CONCRETE '. d " CONCRETEF' i x I � TRANSOM HEADER 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'ALDORA ALUMINUM AND GLASS PRODUCTS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING A' 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) V THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-3/8" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) TYPE '8'- 1/4" DIA. ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) TYPE 'C'- #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. TYPICAL CL TO CL DISTANCE INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN. C=90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. w FOR SPACING 4r'$ RAN •sty} 111L Nd moDuc r REVISED Is eampl7iey with the mddn Na pUwe we ANO /L 0303• /0 Ea�intlw D�ma+�fio([� 6�aM' awepredw cmtral JPn•♦ }.• ;ems d i 70592 XSTATEOF To fp 0 Z ^� h Q2: N ir CL s �, O W N N o Lu 0 U N M C1o�� Oa04 N 0 6Ir a W 7 LL N Q Wm9 I o 0 0 I m o n s R a o m o Y drawing no. W12-46 1/4" MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. . © ST,i <RD ACTIVE LEAF #8 X 3/4" SMS/TEKS AT 2" FROM ENDS & 16" O.C. MAX. ©NARROW EXT. HINGE OPTIONS SEE SHEET 10 18Y WOOD BUCK SEE NOTE ON SHEET 6 LOCK OPTIONS SEE bmtETS 9, 9.1 & 9.2 22 23 I ! #8 X 1/2" FH SMS AT 3" FROM ENDS AND 24" O.C. r23 — OREINFORCED MTG. STILES REDD. AT DOORS RATED FOR � 'l�l 14, WATER INFILTRATION RESISTANCE (SEE SHEET 5) 24 29 9 _ IN -A( I ! I i I LLOCK OPTIONS SEE SHEETS 9. 9.1 & 9.2 EXTERIOR LEAF OPG. OREINFORCED MTG. STILES 5 REOD. AT DOORS RATED FOR 24 14 WATER INFILTRATION RESISTANCE (SEE SHEET 5) I I I U ! I EXT. OUN —REINFORCED MTG. STILES LIMIT LOADS TO ±90.0 PSF NOT APPROVED FOR WATER RESISTANCE LOCK OPTIONS SEE SHEETS 9, 9.1 & 9.2 I f9101)UC C REVtSp tia co>$p1y6r.�• ayltk thz l ACTIVE LEAF K OPTIONS EE SHEETS 9.1 & 9.2 EXT. 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE (SEE SPEC) RECD. AT DOORS RATED FOR WATER INFILTRATION RESISTANCE (SEE SHEET 5) f7 1/4" MAX. OSHIM OUN—REINFORCED LOCK STILE LIMIT LOADS TO f90.0 PSF 1,kt6€ WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING ANCHORS ✓. z m p OZ01 M W N Qa Q� O W N n N XX Q: I L LL OtNm fj :) a0�M OaFp�o a 0 W C NU1p to u.Z_y=ol p p Q J Q wma I- r�� o ;IIc0 rn ..1 v I o 0 ~ a m CD � � n N Q yin QI0_0 0 IEO-n 0 <L- g m � •E N Q w 0 Of w':2 �g cn ¢ rc �c Ns�•..• L 0.70592 m t ATE OF drawing no. .. omoP..®�.� W12-46 FRAME UNIT n hale: 08-09-12 o — N �. acele: }fig• �^ dr. br HAMID Qi o chk. by: 0 O m O m to O �1 Oi�� OZ�b j mrA IA i A I II W D Z I 11 0 rn Z N ZC> Z X W ZmA O A X Wit y N MN O]m z 0 In > r Qo��a O [xFM EER= om <Z 0 W C r MAX. 0 - om�gym_ Ong 000 No N scrip Ion SERIES 'SUMMIT' ALUM OUTSWING DOOR (L.M.I.) ql-pgROOQ CORPORATION ryo CHANCE THIS SHEREP Ado Aluminum 8( GI05S PfOdUC}S InC. ENGINEERS & PRODUCT DEVELOPMENT REV. PER RER GGMEV. 1 1500 MIRAMAR PARKWAY, SUITE 300 9360 SUNSET DRIVE, sufTE 220 WATER RESISTANCE REV. MIRAMAR, FL. 33025 MIAMI, FLORIDA 332.73 (C.A.N. 3538) No OHpNGE THIS SHEE7 TEL. (305) 26448100 FAX. (305) 2626978 TEL. (954) 784-6900 FAX. (954) 784-6901 $,tr n > k1 �e0 a g %N 'oJ m U =�0 m:® 7 co - i �' I� C •G a dale; 08-09-12 m .t F 09 f scale: 3�8^ = 1• I Io 0 dr. by; HAMID W 0) R lchk. by: -f MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT SMI-175 STOREFRONT SYSTEM, SEE SEPARATE 'ALDORA ALUM & GLASS PRODUCTS' NOA FOR DOOR VERTICAL MULLION CAPACITY -T-_TINT T.A..r___,_T..___.7_ I Hill I I I III II IF I I I v W O Z , O U1 m O '0 xmW m � o a A z� r rn mnr. rmg I L= O O O �m C Amz, z rD ov�'Irr- rOmr O ;OmZ g�N A UI O OC� ��rm n z�m �D�uAi O 0 a escrl�ion SERIES 'SUMMIT' ALUM OUTSWING DOOR (L.M_I.) AL-FAROOQ CORPORA'"ON NO CHANGE THIS SHEEP LTEL. luminum & Glass Products Inc. ENGINEERS & PRODUCT DEVELOPMENT REV. PER RER COMMEMS MIRAMAR PARKWAY, SUITE 300 93605UNSETDRIVE,surrE220 WATER RESISTANCE REV. R, FL. 33025 MIAMI, FLORIDA 33173 / NO CHANGE THIS SHEEP I C.A.N. 3538J TEL. (306) 264-8100 FAX. (305) 262-697a ) 784-6900 FAX. (954) 784-6901 (—- — --. LOCK OPTIONS: OPTION #1 STD. 3 P01NT LOCK MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = 100 PSF ACTIVE LEAF: THREE POINT LOCK SYSTEM SERIES 2222 BY 'REGENT HARDWARE' KEY OPERATED FROM EXTERIOR AND THUMB TURN ON INTERIOR WITH CONCEALED FLUSH BOLTS AT TOP '& BOTTOM OF LOCK STILE LOCATED AT 34" FROM BOTTOM OF LEAF INACTIVE LEAF: MANUALLY OPERATED TWO POINT LOCK SYSTEM BY 'REGENT HARDWARE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE FASTENED WITH (2) #8-32 X 1/4" PH MACHINE SCREWS INACTIVE \ ✓ ACTNE 96" DOOR OPG. WIDTH OPG. WIDTH OPTION #2: STD. 3 POINT LOCK MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = 100 PSF ACTIVE LEAF: THREE POINT LOCK SYSTEM WITH 4 PLY HOOK LOCK REGENT NO. 206-3P, KEY OPERATED ON EXTERIOR AND THUMB -TURN ON INTERIOR, LOCATED AT 36" FROM BOTTOM OF PANEL INACTIVE LEAF; TWO POINT LOCK SYSTEM SULLIVAN CH 103 WITH THUMB TURN ON THE INTERIOR, LOCATED AT 36" FROM BOTTOM OF PANEL / 2 / / N K � I \ ACTIVE\ 48" DOOR OPG. WIDTH l I \ �LI INACNE \ 95" � � � GitllHl•YIIH171 OPTION #33 STD. 3 POINT LOCK MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = 100 PSF ACTIVE ac• KEY OPERATED THREE POINT LOCK SYSTEM BY 'MDC' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 36" FROM BOTTOM OF PANEL FASTENED WITH (2) #10-24 X 1/2" FH MS AND (1) #10-32 X 1-3/4" FH MS INACTIVE LEAF; MANUALLY OPERATED TWO POINT LOCK SYSTEM BY 'MDC' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE FASTENED WITH (2) #6-32 X 1/2" PH MACHINE SCREWS OPG. WIDTH I INACTIVE I ACNE 96" DOOR OPG. WIDTH P.1'ION -� STD. 3 POINT LOCK MAX. FRAME HEIGHT = 98 IN. MAX. LEAF WIDTH =36 IN. MAX. DESIGN LOAD = 90 PSF 7�1, ` V m tv KEY OPERATED THREE POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH p BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE 0 t m W INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH 0 (2) #12-24 X 1/2" FH MACHINE SCREWS (i ¢ - M 0 p IL oO ei 00 tr� INACTIVE LEAF: 0:= a a MANUALLY OPERATED TWO POINT LOCK SYSTEM BY z C 2 m 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & a 0 < J BOTTOM OF LOCK STILE w m r FASTENED WITH (2) #8-32 X 1/4" PH MACHINE SCREWS I / INACTIVE I ; V ACTIVE 72" UUU14 UYG. YYIUIH OPG. WIDTH � lfiti0e / li PRODUC r REVISED d "aPlytmg with the Fiorida beating C,& Accepbay Nu :-030 "/b E>lpirw= - •N�qH tCmnW .,\\1\111111^//// . 70592 L ST TE OF N I v i l O m 0 Li- v` � drawing no. W12-46 LOCK OPTIONS: PANIC EXIT DEVICE OPTION #5: PANIC EXIT DEVICE MAX. FRAME HEIGHT = 98 IN. MAX. LEAF WIDTH = 36 IN. MAX. DESIGN LOAD = 90 PSF PANIC EXIT DEVICE MAX. FRAME HEIGHT = 85 3/4 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = 90 PSF TIVE & INACTIVE LEAF: CONCEALED VERTICAL ROD PANIC EXIT DEVICE SERIES 3347 BY 'VON DUPRIN' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #10-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) #10-24 X 1/2" FH MACHINE SCREWS AT OTHER END / I / I / � I I I ! JLA\CT\Wj\ 4 I I I I I , li V, \. I I ; I I INACTIVE \ I ! I I I ACTIVE ' LEAF WIDTH LEAF WIDTHLEAF WIDTH SEE ABOVE `SEE ABOVE SEE ABOVE EXTERIOR ELEVS. CONCRETE TO BE DRILLED OUT FOR PANIC LATCHES AT SILL PRIN STRIKE 'RIN RELEASE 'RIN 'H RIN ATCH 4 PANIC EXIT DEVICE OPTION £6: PANIC EXIT DEVICE MAX. FRAME HEIGHT = 98 IN. MAX. LEAF WIDTH = 36 IN. MAX. DESIGN LOAD = 90 PSF PANIC EXIT DEVICE MAX. FRAME HEIGHT = 85 3/4 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = 90 PSF A CONCEALED VERTICAL ROD PANIC EXIT DEVICE # 5770 BY 'REGENT HARDWARE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (1) #10 X 3/8" FH SELF DRILLING SCREW AT ONE END AND (2) #10 X 1/2" FH SELF DRILLING SCREWS AT OTHER END I / / I / �j ' I I I L AcmE \ I I I I I II INACTIVE ' 7 ACTIVE LEAF WIDTH I _LEAF WIDTH 1 E-AF WIDTH SEE ABOVE ' SEE ABOVE SEE ABOVE' EXTERIOR ELEVS. pRODUC f REVISED u eoaplyi.t will the Ploridy hiMin.1—._ STRIKE FCH 3OLT '0592 E OF ; Re REGENT 5770 'i. low mi `I.M. w ¢ w w x n xx V U V ¢rawing no. W12-46 1of13 LOCK OPTIONS: PANIC EXIT DEVICE OPTION #7: PANIC EXIT DEVICE MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = 100 PSF ,RNrL�2milx CONCEALED VERTICAL ROD PANIC EXIT DEVICE SERIES 8400 BY 'SARGENT ASSA ABLOY' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #12 X 1" HH SELF DRILLING SCREW AT ONE END AND (2) #14 X 3/4" PH SELF DRILLING SCREWS AT OTHER END I 48" I / lii i\ \ / 1 � I \ I i� ii\ I � 1 I i. I \ I I / INACTNE I AL'iIVE 48" F 48" DOOR OPG. WIDTH OPTION #8:. PANIC EXIT DEVICE MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. DESIGN LOAD = 100 PSF ACTIVE do INACTIVE LEAF: CONCEALED VERTICAL ROD PANIC EXIT DEVICE # G86 BY 'ADAMS RITE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #10-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) #10-24 X 1/2" FH MACHINE SCREWS AT OTHER END I I ! , --- j INACTIVE 48" 48" 48" DOOR OPG. DOOR OPG. WIDTH WIDTH PANIC EXIT DEVICE OPTION #7 OR #8 "ODUC f REVISED o �+P"& * rtY the Flnrkt_ Atctpus No /6. EFlivlllfp� 1�,e GH'7�jL6 mm rowing no. W12-46 r'&44 ` j I 12-24 X 1/2" MACHINE SCREWS DCD UACD DOOR FRAME NOT SHOWN FOR CLARITY 1/4" THK, LONG REINFORCING LOCATIONS HINGE OPTIONS: 4-1/2" LONG BUTT HINGES REGENT #4001 (3) PER LEAF, 7-1/2" FROM TOP AND BOTTOM AND AT MIDSPAN FASTENED TO FRAME JAMB WITH (4) #12-24 X 1/2" FH MS AND TO LEAF STILE WITH (4) #12-24 X 1/2" FH MS /i # 12-24 X 1/2" 12-24 X 1/2" H MS SURFACE MOUNT ROTON HINGE CONTINUOUS ALUMINUM ROTTON HINGE IVES DOOR 27G5, OR REMKO 76Y2F-3HR FASTENED TO FRAME JAMB AND TO JAMB STILE WITH (22) #12-24 X 1/2" FH MS SCREWS PRODUCf REVISED a taiwyiaQ with the norm. biding Code Aece/ta No L9- -?6 —16 L--ZS L_r/4- AQBt/ F roduct CutdfOl TOJILTE I.S OF ISM IF, rlw drawing no. W12-46 n -.125 382 F�----3.753 1. 187 062 �- -� 1.183 1.000 I �L 1.845 -�I 090 637 3.697 .0:j- 1 1114 -=I.602 L PLAIN SNAP 7 TOP RAIL 13 HIJIRISE9THRESHOLD COVER 19 SMI-092 SMI-094 SMI-097 GLASS STOP. PLAIN SNAP_ 23 DOOR SASH STOP .250.125 1.500 �.250 157 .100 4187� 1.750 .2504.750 1.435r�� 187 � 1.57� i 1.565 200 .750 I I .455 4.500 ��4.500-�I F--1.784-17 1.500 �i SMI-005 SMI-043 SMI-058 REINFORCING CHANNEL SMI-096 SMI-051 12 FRAME JAMB 39 FRAME JAMB 14 ASTRAGAL 20 A36 STEEL 22 DOOR SASH BASE 24 DOOR STILE REINF. 1 .IGJ 750F7777 til .625 �JII F 1.518 �I� 4.500 SMI-006 3 FRAME HEAD/TRANSOM BAR hl.224 .062 SMI-008 DOOR SASH STOP SMI-009 l 5 / ACTIVE STILE 1 SMI-011 HINGE STILE .094 SMI-015 DOOR STOP COVER 080 .5q50=3 .1913 SMI-036 THRESHOLD BASE SMI-037 THRESHOLD RAMP ADAPTER 070 �I 1.340 SMI-038 ADA THRESHOLD COVER 187 125 .562 1.443 SMI-044 DOOR STOP BASE 3.750� 11 34342 1.342 .090 L- SMI-PW001 TRANSOM ADAPTER F.107 383 Imo- 3.745 �� SMI-090001 I PLAIN SNAP 541 r .1811 .480 -7 1.375 -� 1.386 O60 .048 SMI-074 SMI-075 DOOR SWEEP COVER n46 DOOR SWEEP BASE HARDNESS = 72±5 SHORE A TENSILE STRENGTH (100% STRAIN)= 1200 TENSILE STRENGTH (BREAK)= 1450 PSI ELONGATION AT BREAK = 300% TEAR STRENGTH = 150 LBF/IN SPECIFIC GRAVITY = 1.20 zs TRANSOM EPDM GASKET SCALE 1:1 SMI-068 DOOR RAIL COVER SMI-013 STD. BOTTOM RAIL 125 r-.094 PRODUC I REVISED as a pjyjm& witY tk Fled& I "dln� (Bode AecaWacc No /!-a3o3•/a E►�rlw D�ro 1 � I t, lk4ei, - "/pOW"t Cosom -10.000 SMI-065 HI -PROFILE BOTTOM RAIL 11m Z g r O 2 cq cq D�N` 0 a N �iiO..t 0 (on 0OtuM cr OZm o 0 IL a O F� W =z LL LLz/n_m RWZjmOMBa� FW- � W. r as a, y. Fn= IL_ o n ®' STATE OF Cy : 1d�r�a.Iwing now.. 11 1 1t1,%%sheet 11 of 13 TEEM PART REQ.- DESCRIPTION - MATErMANF./SUPPL=/fRlEMARXS 1 SMI-004 AS REQ'D PLAIN SNAP 6062 SMI-005 AS REO'D FRAME JAMB 6063 SMI-006 AS REO'D FRAME HEAD/TRANSOM BAR 6064 SMI-008 AS REQ'D DOOR SASH STOP 6065 SMI-009 AS REQ'D ACTIVE /INACTIVE STILE 6066 SMI-011 AS REO'D HINGE STILE 6063-T6 - 7 SMI-012 AS REQ'O TOP RAIL 6063-TS - 8 SMI-013 AS REO'D BOTTOM RAIL (STD.) 6063-T6 - 8A SMI-065 AS REO'D BOTTOM RAIL (HI -RISE) 6063-T6 - 9 SMI-015 AS REQ'D DOOR STOP COVER 6063-T6 - 10 SMI-036 AS REO'D THRESHOLD BASE 6063-T6 - 11 SMI-037 AS REQ'D THRESHOLD RAMP ADAPTOR 6053-TB - 12 SMI-D38 AS REQ'O ADA THRESHOLD COVER 6063-TB - 13 SMI-039 AS REQ'D HI -RISE THRESHOLD COVER 6063-76 - 14 SMI-058 AS REO'D ASTRAGAL 6063-T6 - 15 SMI-044 AS REO'D DOOR STOP BASE 6063-T6 - 16 SMI-PW001 AS REO'D TRANSOM ADAPTER 6063-T6 - 17 SMI-090001 AS REQ'D PLAIN SNAP 6063-T6 - 19 SMI-092 AS REQ'D GLASS STOP 6063-T6 - 20 - AS REOD. REINFORCING CHANNEL (TRANSOM) A36 STEEL - 21 SMI-094 AS REQ'D PLAIN SNAP 6063-T6 - 22 SMI-096 AS REQ'D DOOR SASH BASE 6063-T6 - 23 SMI-097 AS REQ'D DOOR SASH STOP 6063-T6 - 24 SMI-051 AS REO'D DOOR STILE ALUM. REINF. FULL LENGTH 6005-T5 - 25 SMI-GOI AS REQ'O TRANSOM GASKET (® INTERIOR) EPDM TREMCO 26 SMI-G12 AS REQ'D DOUBLE FACE FOAM TAPE (3/16" X 1/2-) VINYL FOAM FRANK LOWE 27 SMI-GO7 AS REQ'O GASKET (0 EXTERIOR) SANTOPRENE CENTRAL PLASTICS, INC. 2B SMI-GI1 AS REQ'D SINGLE FACE FOAM TAPE (1/8" X 1/2') VINYL FOAM FRANK LOWE 29 SMI-801 AS REQ'D .385 DIA. BULB W'STRIPPING RIGID PVC CENTRAL PLASTICS, INC. 29A SMI-G20 AS REQ'D FLAP W'STRIPPING VINYL PEMKO 30 SMI-303 AS REQ'D PUSH -IN, DOOR PERIMETER SEALING. RIGID PVC CENTRAL PLASTICS, INC. 31 SMI-SBO3 2 PER GL SETTING BLOCKS (1/4" X 3/8" X 4" LG.) AT 1/4 POINTS EPDM TREMCO, DUROMETER 80±5 SHORE A 32 SMI-SBO5 2 PER GL. SETTING BLOCKS (1/4" X 1 3/16" X 4" LG.) AT 1/4 POINTS EPOM TREMCO, DUROMETER 80±5 SHORE A 33 SMI-SBO6 2 PER GL. SETTING BLOCKS (3/8" X 5/8" X 4" LG.) AT 1/4 POINTS EPDM TREMCO, DUROMETER 80±5 SHORE A 34 SMI-SBO4 AS REQ'D SETTING BLOCK (3/8" X 1 1/4" X 4" LG.) AT 1/4 POINTS EPDM TREMCO, DUROMETER 80±5 SHORE A 35 SMI-W01 AS REO'D WOOL PILE PILE ULTRAFAB 36 SMI-POG AS REO'D LEAF SEAL PLASTIC ULTRAFAB (E224) 37 - 2/ LEAF 3/8" THREADED ROD WITH NUT STEEL - 38 - 2/ LEAF SUPPORT PLATE (1-1/2" X 3-3/8" X 3/16") ALUMINUM - 39 SMI-043 AS REQ'D FRAME JAMB 6063-T6 - 43 #12 X 1 1/2" 4/CORNER FRAME ASSEMBLY SCREWS ST. STEEL HEX. HEAD MACHINE SCREW 44 SMI-603 AS READ. PUSH -IN, DOOR PERIMETER SEALING RIGID PVC CENTRAL PLASTICS INC. 45 SMI-074_ AS-REOD. DOOR SWEEP COVER 6063-T6 - - - - 46 SMI-075 AS READ. DOOR SWEEP BASE 6063-T6 - 47 SMI-G19 AS READ. DOOR SWEEP GASKET VINYL MELTPOINT PLASTICS 48 #8 X 3/4" AS READ. DOOR SWEEP BASE FASTENERS ST. STEEL P. HD_ PH SMS 49 SMI-068 AS REOD. DOOR RAIL COVER 6063-T6 - 50 SMI-W01 AS REOD. WOOL PILE PILE ULTRAFA13 9 Z �m 0 �P qw aLr '2. N a � 6 �30`0 WUNt % Q:O1:- LL V h ti cy ciOWei (y o O 0 d O a cceqfi Np m. a IL 2w N ILIw to a LL30 o -� f7a_a J Q W 0) ' O m UJ I �Iioc a FIT COOF"T���om � m 3 a o 0 ¢I.E='o m � E _L mooucr R 0' eo>,tREVISED< �Q n Dhins witY tie Fl O = m MP�Oin orid� cn o O t CAL w oce No /6-/} 2,e /D w 9 N SEALANTS: ALL FRAME AND LEAF CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE. A ///�2_ 0 I "m .70592 is a ®' 8T OF drawing no. -��•' W12-46 w �z m �0000w u n z n 4 n 6 i -7 �i �y:w C n I date: 09-09-12 1 C � N :E. � � dr. hy: HAMID Oi 9 chk, by: m o� m o O z r po w xx- �r 1 o Ko no a e _ escri Ion —�— C 12.15.14 --- NO CHANCE THIS SHEET 0 04.13,15 REV. PER RER COMMEMS E 02.23.16 NO CHANGE 7HI5 SHEET F 04.19.16 NO CHANGE THIS SHEEP I SERIES SUMMIT' ALUM OUTSWING DOOR (L,M.IJ AL-FAROO CORPORATION Aldora Aluminum & Glass Products Inc. ENGINEERS & P �DUOT DEVELOPMENT 11500 MIRAMAR PARKWAY, SUITE 300 9360 SUNSET DRIVE, SURE 220 MIRAMAR, FL. 33025 MIAMI, FLORIDA33173 (CA.N. 3538) L' TEL (305) 204Si00 FAX (305) 262-6978 TEL. (954) 784-6900 FAX. (954) 784-6901 r__'----- s