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13-14779
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13-14779
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Last modified
7/28/2014 10:08:25 AM
Creation date
7/28/2014 10:08:24 AM
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Building Department
Company Name
KAUFMAN EYE
Building Department - Doc Type
Permit
Permit #
13-14779
Building Department - Name
KAUFMAN GROUP ENTERPRISES
Address
6329 GALL BLVD
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A S And E, Inc. 24710 State Road 54 (813) 948-2812 <br /> Lutz, FI 33559 Fax: (813)949-2016 <br /> Name: Romaner Graphics Project: Kaufman Eye Institute <br /> Wind Speed 150 mph All Wind Loads meet 2010 Fiorida Building Code <br /> Mean Height 60 ft <br /> Wind Code ASCE 7-10 Exposure C Risk Category �� <br /> Wind Pressure (WP) 55.32 psf <br /> GC(p) 1.40 Total Pressure = WP*SF 77.45 psf <br /> _�� yi �r` � + . ' ._r_ <br /> , i E ; ("1� '� r 1 � . ' ' ,—_.__ <br /> .t� ,.!'t'''-�'� I� �j-.� i... : �`�_-J' t.-f`k�__ ' •` . . .'• ` i �", �'1 ,�` t,..�(} - �'�f( _ " - 4.'-},(— <br /> /� {_' -''r,' i'a--'-:':t , � ` • I J +'F? ~ � i' :�`�'..�..� �� <br /> � � =� l-7"-� '��`i tiriy {-?��:y_' '�. 'f ----f ^�---j (f 1_..{ :�~ j ` hy�..�� �`.� . . . �� ._.i---' � � , <br /> � . M F . '"' . .� � �J� ��'J•� ,_u�. .. � "_'•�° � �. I =�; ��*• ��±. ��.� "� ^-`� •---� �.- �'�.y� � '� � �n <br /> . _._. -�_.._ __ _' .'..� • ._� � . � ' � .� VI L �.fi F <br /> '_-""�.--._' ...__. �..�J ......_i v <br /> ""_� "' ' 3sY�7��� ~ '___' . °_._� ""' "'".___-• �_.y <br /> Letter Height (in) 1 ft 6 in Connection Notes: <br /> Letter Width (in) 26 ft g �n Use(14) -3/8"dia. s/s lag screws with a <br /> Area 40.125 sq ft minumum 2"embedment depth into structural <br /> blocking. Or use (14) -3/8"dia. Simpson Sleeve- <br /> Number of Bolts 14 All anchor bolts with a minimum 1-1/2" <br /> embedment depth into structural concrete <br /> blocking. Or use (14)-3/8"dia. s/s threaded thru <br /> bolts with minimum 2"square washers into <br /> Shear Value 160 Ibs structural 2x4 wood blocking. <br /> Tension Value 350 Ibs <br /> Shear per bolt = Area * 10 psf 28.66 Ibs <br /> Tension per bolt =Pressure *Area 133.19 Ibs <br /> Bolt Value=Shear per bolt/ Shear Value + Tension per Bolt/ Tension Value <br /> Bolt Value 0.56 < 1.00 O.K. <br /> General Notes. Connection design only. All wind load calculations <br /> based on code reference section 1609, which references ASCE 7 <br /> Shape factor are determined per ASCE 7 If site conditons differ <br /> from stated reference contact A S and E, Inc. <br /> "°� <br /> (1 df� E3 <br /> Robert W. Wall, PE <br /> FI Reg#46021 <br />
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