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14-15769
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2014
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14-15769
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Last modified
8/27/2015 2:10:00 PM
Creation date
8/27/2015 2:09:59 PM
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Building Department
Company Name
PARKHILL
Building Department - Doc Type
Permit
Permit #
14-15769
Building Department - Name
HODGES,PERRY & NICKENS INA I
Address
38750 HENRY DR
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• � <br /> ••• 3100 STRUCTURAL MULL/ON LOAD TABLE(PSF <br /> TRlBL?ARYWlDTN � � <br /> �W��� W2� •- 28" 30" 72" 34" 36" 38" 40" 42" 44" 46•• 48" SO^ Gq^ �n �o°� �$ - <br /> 76" 84.43 60.62 57.29 SS.36 51.77 49.45 47.35 45,42 43.65 4200. 40.48 39.06 36.51 ? r,�om, �� <br /> T 72" 7&25 71.78 67.87 64.43 61.39 58.64 56.14 53.83 51.71 q9.75 47.93 46.2q 43.26 �m_�`i . <br /> i 70"� 83.28 78.39 74.15' 70.41 67 10 64.08 61.33 58.81 56.48 54.33 5234 50.49,' 47 15 �t�m °� �i <br /> 68" 91.15 85.85 81.23 7716 73.52 70.20 67.t7 64.40 61.84 59.49 57.29' " 55.20" � 51.60� ' -m °� <br /> �e GLAZING GLAZING 66" 10Q.U8 94.28 89.23 84,78 80.78 77 11 ' 73,77 70.71 67.89 � 65.29 6288� �' 60.64 " �S6:6T z�g m�c" � <br /> N n PRODUCT PRODUCT 64" 110.20 103.86 98.33 93.42 88.97 84.92 - 61,23 77.85 74.73 71.86 6920 66.73 &228' m �i i��,a$ � <br /> 6 2" 1 2 0.0 0 1 1 4.7 8 1 0 8.6 9 1 0 3.2 3 ' 9 8.3 0 9 3.8 1 8 9.7 1, 8 5.9 f i 8 2.5 1 7�J.3 2 7 6.3 8 7 3.6 4 6 8,7 1 e =�'?`o jv u i <br /> p n 60" 120.00 120.00 120.00 114.d4 108.95 103.95 99,39 .95,22 81.38 87.84 84.57 81:53 76.Q6 g g o?S r <br /> �� 58" 120.00 120.00 120.Q0 120.00 120.00 115.56 110.49 105.83 101.55 97.60 93.95 90.56 84.46 [ m i n m« `o <br /> � 56" 120.00 120.00 120.00 120.00 120.00 120.00 120:00 118_OS 112.�Jq 108.03 " 103.53 99,38 ,92.02 ° $B � <br /> � Z 54" '720.00 120.00 120.00� 120.00 120.00 120.00 120.00 120.00 120.00 116:18 11�1.34 . 108:88 88.96` � � -� <br /> � 4 <br /> y 52" '120.00 120.00 120.00 120.Q0 120.00 120.00 120.00 120.00 120.00 120.00 120.00 .: 11526 10fi,72 E � LL� <br /> 50" � 120.00 120.�0 120.00 120.00 120.00 120.00 120.00� 120.00 � 120.00 120,00 '120.00 , 120,00 '115.43� '�' <br /> j 48" 120.00 120.00 ' 120.00 120.00 120.00 120.00 12400 120.00 120.00 120.00 120.00 12U.00 tt0.Q0 g <br /> , 46^ 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 12D,00. <br /> � 44" 120.00 120.00 120.00� 1�0.00, 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 <br /> 42" 120.00 120,00 120.00 720.OD 12D.OD 120.00 120,00 120.00 120.OD 120.00 120.Q0 ' "120.00. 120.00 0 �� <br /> 40" �120.00 � 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00' 120.00 � '120.06. -"120.p0 120.00" � �o <br /> Wi t W2 �° 120.00 120.00 120.00 120.00 120.00 120.00 120.00 - 120.00- 12�.OD 120.00 720.00 120.00, 120,00 � v <br /> TRIBU7ARY WIDTH = 3e" 120.00 720.00 720.00 120.0o ttD.oO 120.00 120.00 120.00 120.00 120.00 120.00 120,00 120.00 �� <br /> 2 31" 120.D0 120.00 120.00 120.00 120.00 120.00 120.00 � 12U,00 , 12Q.00 120.00 120.00 . 120.00 120.00 � �'r�' o� <br /> 32" 120.00 120.00 120.00 120.00 , 120.00 120.00 �120.00 120.04 120.00 120.00 120.00 120.Q0 120.00 m ¢ <br /> j � o� <br /> ao^ izo.00 izo.00 tzo.00 i2o.00 i2o.00 izo.00 �20.00 �20.0o izo.00 �20.00 �zo.00 �zo.00 azo.00 �, <br /> " 28"�� 120.00 120.00 '120.00 120.00 120.00 120,00 120.00 120.p0 120.00 120.00 120.00 120.00 120.00 � a o0 <br /> 26'• �120.00 120.00 720.00 120.00 720.00 '120.00 '120.00 120.00 120.00 120.00 120.00 720.00 920.00 '' � -�+o <br /> W7 WZ 24" 120.00 120.00 120.00 120.00 120.00 120:00 120.00 720.00 120.00 120.00 120.00 120.00 120.00 0° � �3 <br /> o�n <br /> 1NSTRUCTiONS FOR USE OF THE MULLION LOAD T�BLE• <br /> � � 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS ?,�m <br /> a GLAZING GLAZING �, SPECIFlED BY 7HE BUILDING DESIGNER (ARCHI7ECT OR ENGINEER OR RECORD). <br /> PRODUCT PRODUCT �� 2. FOR 7HE PARTICUTAR OPENING, DEfERMINE THE TRIBUT,4RY WIDTH AND MULLION <br /> SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MUWON SpAN AND <br /> � GLAZING o II TRIBUTARY WIDTH. DETERMINATION. <br /> PRODUCT �Q 3, �N THE FlRST COLUMN OF THE TABLE, LOCATE 7HE MUWON SPAN. IN THE FfRST ROW OF THE <br /> � �� 7ABLE, LOCATE 7HE TRIBUTARY WIDTH_ AT 7HE fNTERSEC110N OF THE ROW CONTAINING 7HE " <br /> � � MUWON SPAN AND 7HE COLUMN CONTAINING iHE TRIBUI'qRY WIDiN, READ THE MULLION LOAD � o <br /> R.411NG GNEN IN PSF. iHE MULf_ION COAD R4T1NG MUST BE EQUAL TO OR GREATER TFIAN 7HE � ° � <br /> � DESIGN l.OAD REQUIREMENT DEIERMINED IN STEP 1 ABOVE. c°r � <br /> o � <br /> � , � <br /> � � <br /> � o0 0 � <br /> � ; <br /> � <br /> o O O FOR ANCHORING GLAZINC PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF o F F <br /> - 7HE FOLLOWING: , ^Q � <br /> � 1. SUBSTITUTE (1 FOR 1) 1/4°-14 SELF-DRILLING SCREWS FOR 7HE FASTENERS SHOWN IN THE z <br /> Q � � INDMDUAL GIAZING PRODUCT APPR4VAL. "z � <br /> o�re:12 11 08 = <br /> � 2. SUBSTITUTE �8-78 PANHEAD SELF-DRILLING SCREWS FOR 7HE FASTENERS SHOWN IN THE sr�E MS � <br /> - INDIVIDUAL GLAZING PRODUCT APPR0I�AL. MAXIMUM FASTENER SPACINC ALLOWED IS 6" FROM EACH 5 <br /> '� � END AND A7 15' O.C. MAX. SPACING. owc.er: DWS � <br /> � crvw er: LFS � <br /> � NOTE: A M1NI61UM OF 3 THRE4DS OF THE SELF-ORILLING SCREWS MUST PROTRUDE 1'HROUGH THE WALL OF THE oa�x�r�c No. � <br /> � MULLION. TNIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER fR4ME SEC110NS Of FLORIDA APPROVED FL-12078.1 - <br /> s SECTION THRU MULLION & FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USEO !N 7HIS FASHION. N <br /> s�+�r � ar 4 g <br /> g - - <br /> � <br />
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