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17-18573
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17-18573
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Last modified
5/1/2018 2:02:15 PM
Creation date
5/1/2018 2:02:12 PM
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Building Department
Company Name
MEADOWOOD ESTATES
Building Department - Doc Type
Permit
Permit #
17-18573
Building Department - Name
JONES JR,RANCE & PAMELA
Address
39772 MEADOWOOD LP
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� � <br /> � „ <br /> �yy���yV2� •�■ 3100 STRUCTURAL MULLION LOAD TABLE(PSF) `����`���" � ,.����i��� � <br /> 7RBUTARYWIDTH ��0�'•,••• • ����'P��= v°ii <br /> � �' 28• 30' 32" 34' 36" 38• 40' 42" 44• 46" 48' 60" St' �_:� O1 �� ' <br /> p•J C ci rMi <br /> 76' 64.43 60.62 57.29 54.36 51.7T 49.45 47.35 45.42 43.65 4200 40.48 39.06 36.51 _(�: o �C �c B=�-+n <br /> Z GLAZING GLAZING �N•� o •g� ""m <br /> Q: T2' 7625 71.78 67.8T 64.43 61.39 58.fi4 56.14 53.83 51.71 49.T5 47.93 4624 43.20 � 7 z �j O�N <br /> �� PRODUCT PRODUCT 7p- 83.26 7g.3.q 74.15 70.41 6T.to 64.08 61.33 58.81 56.48 SM1.33 5234 50.49 47.75 �O�'. .�fij; rid. ,°u�m M <br /> Z �� 68' 91.75 85.&5 8123 7716 73.52 70.20 � 6717 61.40 61.84 59.48 57.29 5526 51.60 �i����••..........• •/iy�� �o m m ` <br /> o� 84" 1 0.0 103?86 9833 93.42 88.97 84.92 81.23 TI.BS 74.73 71.86 69.20 66.73 . 6278 ''''����1�*111 �```` z o m o <br /> oro z <br /> � 62' 120.00 114.78 108.� 103.23 98.30 93.81 &9.71 85.96 8251 79.32 76.38 73.84 68.71 l �N o <br /> � 60' 120.00 120.00 120.00 114.44 108.95 103.95 99.39 95.72 91.38 87.84 84.57 81.53 76.08 � e L m =m o 0 <br /> 68• 120.00 120.00 120.00 120.00 120.00 115.58 110.49 105.&3 101.55 97.60 93.95 90.56 84.46 � e �a 9 p o`a <br /> 66" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 118.05 11294 108.03 103.53 99.38 9202 (y d N� m d a� <br /> Z 64' �20.00 �20.00 �211.00 �20.00 �2f7.00 �211.00 �20.�� �Z0.00 �2�.00 ��6.�0 ���.34 �OCi.$8 98.� 0 4 � <br /> C fi2" 120.00 120.00 720.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 11528 1C6.M E oz° <br /> TRIBUTARY WIDTH - W1 t W2 ? � 120.00 120.00 120.00 120.00 720.00 120.00 120.00 120.00 120.00 720.00 120.00 120.00 115.43 � <br /> 2 O qg" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 720.00 0 �a <br /> j 46" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 <br /> �W���Wz� � 44" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 72�.00 120.00 120.00 120.00 <br /> � <br /> rv 42' 120.00 120.00 120.00 120.00 120.00 12(1.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 O �o <br /> " 40" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 � W= <br /> a � 38' 120.00 120.00 120.00 120.OD 120.00 120.00 120.00 120.00 120.00 120.00 120.00 720.00 120.00 � m Z <br /> 0 36' 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 --� �¢ <br /> � GLAZING GLAZING Z. 34^ 120.00 1zo.00 120.00 120.00 120.00 i2o.00 120.00 120.00 t2o.00 120.00 120.00 120.00 120.00 � � ¢� <br /> � PRODUCT PRODUCT a^ �y^ 120.00 120.00 120.00 720.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 � � �v <br /> � GLAZING z II 3a" 120.00 120.00 120.00 120.00 12Q.00 120.00 120.00 12q.00 120.00 120.00 120.00 120.00 120.00 � N Z� <br /> �" PRODUCT o 28" 120.00 120.00 120.00 1?A.00 120.00 120.00 120.00 120.W 120.00 120.00 120.00 120.00 120.00 �n a jo <br /> �¢ 2E 17A.00 120.00 120.00 12q.00 120.00 120.00 120.00 120.00 120.00 120.00 120.�0 120.00 120.00 �o o �� <br /> �� 24' 120.00 120.00 120.00 120.00 120.00 120.W 120.00 120.00 120.00 120.00 720.00 120.00 120.00 0� � � <br /> o� � INS7RUCTIONS FOR USE OF THE MULLION LOAD TABLE: a ¢a <br /> q 1 DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS �y m <br /> � SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). <br /> % 2. FOR THE PARTICULAR OPENING, DEfERMINE THE TRIBUTARY WIDTH AND MULLION � <br /> SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND � <br /> - TRIBUTARY WIDTH DETERMINATION. <br /> � 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. fN THE FlRST ROW OF THE N� <br /> o TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE � <br /> � MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUfARY WIDTH, READ THE MULLION LOAD W� o <br /> � R.4TING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE �- � <br /> DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. �N � <br /> o � <br /> o� <br /> LL �� <br /> 0 0 o a a o <br /> a � » 3 <br /> a � � <br /> ' FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF ��F Q <br /> a � � THE FOLLOWING: ^o�o ; <br /> n_ m <br /> � 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE p o <br /> € � ' INDIVIDUAL GLAZING PRODUCT APPROVAL. N^Z ° <br /> ��:12 11 08 ? <br /> a 2. SUBSi1TUTE #8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE Scu�: MS ° <br /> � INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH m <br /> END AND AT 15" O.C. MAX. SPACING. owc.er: DWS <br /> cwc.er: LFS 3 <br /> 'o NOTE. A MINIMUM OF 3 THREADS OF THE SELF-DRILLING SCREV✓S MUST PROTRUDE 7HROUGH T1iE WALL OF THE DRAWINC NO.: � <br /> � MULLION. THIS SEC710N VIEtiY IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED �_12078� � <br /> y SECTION THRU MULLION & FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. N <br /> � SMEET Z OF 4 � <br /> d <br />
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