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18-19639
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18-19639
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2/7/2019 9:24:54 AM
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2/7/2019 9:24:52 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
18-19639
Building Department - Name
KELLY,BARBARA
Address
5503 10TH ST
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MULLION <br /> DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-ONE-WAY MUWONS <br /> SPANV TRI BUTARY WIDTH'W'(IN.) -�{ 1.000" MULLION <br /> - <br /> (IN.) 18 24 30 36 42 48 53.125 54 60 <br /> 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 <br /> 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 <br /> 48 2000. 200.0 200.0 200.0 2D0.0 200.0 200.0 200.0 200.0 0.125" <br /> 60 2000. 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4 <br /> 72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7 3.125" <br /> 84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1 - - <br /> 96 84.2 63.9 51.8 44.0 38.5 34.5 3L9 31.5 29.3 ONE-WAY MULLION DIAGRAMS <br /> 108 58.9 44.6 36.1 30.5 1 26.6 1 23.7 21.8 21.5 19.9 <br /> DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-TWO-WAY MULLIONS 0.625" <br /> SPANV TRIBUTARYWIDTH'W'(IN.) 1"X 3-1/811 (HEAVY) MULLION �•� <br /> (IN.) 18 24 30 36 42 48 53.125 54 60 MULLION 1 MULLION <br /> 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005-TS <br /> 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 <br /> 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 <br /> 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 <br /> 72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 W1+W2 <br /> 84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 TRIBUTARYWIDTH= 2 -IL <br /> 96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9 <br /> 108 58.3 43.1 35.0 29.2 25.0 2L9 39.8 <br /> TWO-WAY MULLION DIAGRAMS <br /> TABLE NOTES: <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. <br /> 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. <br /> QUALIFIED ANCHOR CLIPS S. ANCHOR REQUIREMENTS: <br /> 0 •WOOD:#14 WOOD SCREWS <br /> •CMU:1/4"ITW TAPCONS <br /> o •CONCRETE:1/4"ITW TAPCONS <br /> o •METAL:1/4"SELF-DRI W NG SCREWS(GRADE 5) <br /> 6. INSTALLATION SUBSTRATES: <br /> 13/4" U-CLIP o o •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55. <br /> •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL <br /> ALUMINUM 6005-TS BE MEDIUM WEIGHT CONFORMINGTO ASTM C90. <br /> 0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE <br /> U-CUP FOR USE ONLY IN MIN.4000 PSI. <br /> MULLION-TO-MULLION 2"X$"X 13/4" L-CLIP •METALANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METALSTRUCTURE.STEELSHALL BE MIN. <br /> CONNECTIONS 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS. <br /> ALUMINUM 6063-TG <br /> **MUST BE USED IN PAIRS <br /> ARDHIiED1UlUl srs�sMs <br /> REVISIONS Eastern ADMSx"� <br /> /'0 <br /> EASiENN METAL SYPPLY <br /> O O O ` ��.••�f+!" •/ �� a.urn.«u«a«aaea o'a mW RMYERs.Ril9v� <br /> NOTE:SEE SHEET 3 FOR SPECIFIC CLIP =* � '7f"•; * T w HVHZ CLIPPED ALUMINUM TUBE MULLIONS <br /> TYPES AND DIMENSIONS. 0 0 0 - 9 - VERTICAL AND HORIZONTAL CONFIGURATIONS <br /> TA 2 1"x 3 1 8"HEAVY MULLION <br /> 1015/32"X 13/4" H-CLIP 'gs. .....+.�P: � � DAIE:pR NDY: PREPARED T. <br /> �//(�`S''• ••' �\\� 02 05 13 T IH BUILDING DROPS,INC <br /> ALUMINUM 6063-T6 ///�QINI�ERD�\\\ °NOt s.: PePECD=NN0.M <br /> c N \ PA-0003 N.T.S. = AumDRvanDNND.xsnR <br /> �9e EAsr D �dAW�TtJd:src ve sNEsr: REv: <br /> MPE LERT.OF 7 AUTIOR U➢OWN N0.395TB D� °�G"1PAON OF 11 <br /> "11 <br />
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