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16-17897
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16-17897
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Last modified
7/20/2017 8:22:56 AM
Creation date
7/20/2017 8:22:51 AM
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Building Department
Company Name
SILVER OAKS
Building Department - Doc Type
Permit
Permit #
16-17897
Building Department - Name
PRILLIMAN,LANI C
Address
6402 HUNTINGTON DR
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- -- - �,� , <br /> MULLION � <br /> DESIGNPRESSURELIMITSFORMULLION:1"x3-1/8"(HEAVY�-ONE-WAYMULLIONS � � ' <br /> SPAN'L' TRIBUTARYWIDTH'W'(IN.) � � 1.000" MULLION - <br /> (IN.) 18 24 30 36 42 4S 53.125 54 60 � <br /> 24 20D.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 /> as 200.o zoo.o zoo.o zoo.o zoo.0 zoo.o zoo.o 200.0 200.0 0.125" � <br /> 60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4 - <br /> 72 200.0 154.5 126.8 109.1 97.1 58.9 84.0 83.3 79.7 3.125" �n��o-I <br /> 84 126.2 96.1 75.4 66.8 58.9 53.2 49.6 49.1 46.1 yI � <br /> 96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.3 1 ONE-WAY MULLION DIAGRAMS <br /> 108 58.9 44.6 36.1 30.5 26.6 23.7 21.8 21.5 19.9 <br /> DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-7W0-WAY MULLIONS 0.625�� � <br /> SPAN'L' TRIBUTARYWIDTH'W'�IN.) 1�� X 3-1/8�� (HEAVY) MULLION �' I- <br /> (IN.) 18 24 30 36 42 48 53.125 54 6D I MULLION � <br /> ALUMINUM 6005-T5 MULLION <br /> 2a 200.0 200.a 200.0 200.0 200.0 200.0 200.0 200.0 200.0 i <br /> 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 145.9 134.0 - <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 90.8 893 80.4 <br /> 72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 W1�WZ I <br /> 84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 TRIBUTARY WIDTH= 2 <br /> 96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9 - <br /> 106 58.3 43.7 35.0 29.2 25.0 21.9 19.8 19.4 17.5 ��,_I��,� <br /> TWO-WAY MULLION DIAGRAMS <br /> TABLE NOTES. <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPILAL INSTALLATION METHODS 6 CLIP <br /> DETAILS. <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED V✓IDTHS AND SPANS IS ALLOWED. <br /> QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. <br /> 4. SEE SHEET 3 FOR SPECIFIL LLIP DIMENSIONS. <br /> 0 5. ANCHOR REQUIREMENTS. <br /> •WOOD:#14 WOOD SCREWS <br /> � •CMU:1/4"ITW TAPLONS <br /> o •CONCRETE�1/4"ITW TAPCONS <br /> •METAL•1/4"SELF-DRILLING SCREWS(6RADE 5) <br /> 13/4�� U-CLIP o 0 6. INSTALLATIONSUBSTRATES: <br /> •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DSSTANCE OF 1" WOOD SHALL BE MIN.S.G=0.55. <br /> ALUMINUM 6005-T5 .HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF I-1/4"&EDGE DISTANCE OF 2-1/2" HOLLOW CMU SHALL <br /> 0 0 0 o BE MEDIUM WE2GHT LONFORMING TO ASTM C 90. <br /> U-LLIP FOR USE ONLY IN .CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"d EDGE DISTANCE OF 2-1/2" CONLRETE SHALL BE <br /> MULLION-TO-MULLION 2�� X 5�� X 13/4�� L-CLIP MIN.4000PSI. <br /> CONNELTIONS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. <br /> ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SNALL BE MIN.1/8"THILK ALUMINUM 6063-T5. <br /> � ""MUST BE USED IN PAIRS <br /> \����'����� REVISIONS EASTERN ARCHITECTURAL SYSiEMS <br /> �\� C ��/� ���� nDNI510NOF <br /> ``�\�_^�J F O���'' ��A aster�n EHSTEftNMETAI.SYPPIY <br /> � F0p]O BNVPRU ROAD <br /> ���nnnn <br /> O O O `�C(�. � ��� �� ....�n.w�..on.vn�,.n OFTMVERS.iIOR�On])9t] <br /> .O ` ur�ivurw.sH 800-aJt.I30C <br /> NOTE'SEE SHEET 3 FOR SPECIFIL - 7$!_? - ��`E HVHZ CLIPPED ALUMINUM TUBE MULLIONS <br /> CLIP TYPES AND DIMENSIONS. o 0 0 =* . / = 'k = VERTICAL AND HORIZONTAL CONFIGURATIONS <br /> = "o • T T OF : a = 1" x 3 1 8" HEAW MULLION <br /> 4/ DPTE:DRAWNBY: PREP/.RE�BY: <br /> 10 15/32" X 13/4" H-CLIP '�o,�,'••..toRioP•'.Z�: 02 05 13 TJH <br /> � \ � BUiLDINGD1iOP5,INC. <br /> ALUMINUM 6063-T6 �i�•�- ` � G �� oanmr+cNo: scue: ' , FBiECFRTIFICAlEOF <br /> �ry�+"`�b7eJ'pp��W����` PA-0003 N.T.S. 1�� AUTHORRATiONN0.295�8 <br /> iHPE LEATN�AV1HOItIZAlION N0.29510 BY DATE �ESCRIPTION REv S�7�OF �� p�� <br />
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