My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
02-1192
Zephyrhills
>
Building Department
>
Permits
>
2002
>
02-1192
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2009 2:55:39 PM
Creation date
11/8/2006 2:30:59 PM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
02-1192
Building Department - Name
MURRAY,JOSEPH
Address
6848 STEPHENS PATH
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
18
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
<br />FOOTER DETAIL ADDRESSING ER6sION~ <br />FOR SCREEN WALL SCREEN ROOF ENCLOSURES <br /> <br />if!) <br /> <br />,.,,_10dlD 'JELIlED '.lIRE I'lESH CTYPJ <br /> <br /> <br />SEE: POST ICOl..tJMN TO CONCRETE: DETAILS <br /> <br />MODERATE SLOPE FOOTING <br /> <br />~HOME O\INER MUST IE: ",AD( .......ARE Of" THE POSSIBlUTY or tA:OSION AND SHALL BE ~SPOtSIBl.E <br /> <br />2) f~ ~i~~~~[]~~~T~/::~. THE CW\ST.-t.. CDNSTRUCTION CONTRCL UN(. SIrE SPECIflC <br />e::HGlNErIUHG 1S REOOIRED SEAlJARD OF THE COASTAL CONSTRUCTION CCNTRm. LINe:. <br /> <br />SIDE WALL COLUMN <br />FOR SCREEN WALL SCREEN ROOF <br /> <br />~TE <br />~' <br /> <br />NON - LOAD BEARING WALLS <br /> <br />NTE"'- <br />45~ <br /> <br /> <br /> <br />RIlGED BRACING <br />EX_lE <br /> <br />. CAlLE BRACING <br />EXAIlPlE <br /> <br />@ <br /> <br />. CA8I.E BRACING TO BE INSTAllE1l FOR EACH 9' (lJl fRACTION lHERECF) OF VERTICAL WAll. HElGliT <br /> <br />MAXIMUM COLUMN HE! HT <br />IN DECIMAL FEET <br />SCREEN WALLS - SCREEN ROOF <br />WIND lOADS UP TO 130 MPH,EXPOSURE C <br />DEFLECTION U80 SPAN"''''l2' <br />OEFLECllON Ulao SPAN >12' <br /> <br />SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.044 PB PURLlN <br /> <br />SPAC!NG <br />,.()" <br />4'.()" <br />,.()" <br />.0' <br />T-<l' <br />8'-0- <br />'-0" <br /> <br />(0) <br />2x2 PB <br />9.4<) <br />,.'" <br />790 <br />740 <br />7.00 <br />6.70 <br />6.40 <br /> <br />(E) (F) (Gl (H) (I) (J) (Kl (l) (M) (N) (0) (P) <br />3x2 PB 2x3 PB ""SB :be4 PB 2x4 S8 ZX4 5MB 2x5SMB 2x6 5MB 2x7 5MB 2xB 5MB 2x9 5MB 21110 5MB <br />11.10 13.20 14.30 16.60 17.40 19.40 22.30 2....00 24.00 24.00 24.00 24.00 <br />10.10 12.00 13.00 15.20 15.90 17.70 20.30 24.00 24.00 24.00 24.00 24.00 <br />9.30 11.10 12.00 14,10 14.80 16.50 19.00 22.30 2400 24.00 24.00 2400 <br />880 10.50 11.30 13.20 13.90 15.60 17.90 21.10 23.80 "24.00 24.00 24.00 <br />830 8.80 10.70 12.60 13.20 14.80 17.00 20.10 22.60 24.00 24.00 24.00 <br />7.90 9.50 10.30 12.00 12.60 14.10 16.30 19.30 21.70 24.00 24.00 24.00 <br />760 9.10 9.80 11.50 12.10 13.60 15.80 1860 20.90 24.00 2400 2400 <br /> INTERPOLATION BETVVEEN VALues IS PERMISSIBLE <br /> VALUES IN DECIMAL FEET. <br /> SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2xJx.050 PB PURlIN <br /> <br />(0) <br />2x2PB <br />9.40 <br />8.'" <br />7.80 <br />74<) <br />7.00 <br />6.70 <br />6.40 <br /> <br />(E) <br />3x2 PB <br />11.10 <br />10.10 <br />9.30 <br />8.ao <br />8.30 <br />7.90 <br />7.60 <br /> <br />(F) <br />2x3 PB <br />13.20 <br />12.00 <br />11.10 <br />10.50 <br />880 <br />8.'" <br />9.10 <br /> <br />(0) <br />""SB <br />14.30 <br />13.00 <br />12.00 <br />11.30 <br />10.70 <br />10.30 <br />800 <br /> <br />(0) <br />2x9SMB <br />2400 <br />24.00 <br />2400 <br />24.00 <br />24.00 <br />24.00 <br />24.00 <br /> <br />24.00 <br /> <br />(P) <br />2x1O 5MB <br />24.00 <br />24.00 <br />24,00 <br />24.00 <br />24.00 <br />2400 <br /> <br />SPA.CING <br />3'.0. <br />4'.()" <br />5'.()" <br />..()" <br />T'()" <br />..()" <br />..()" <br /> <br />(H) <') (J) (K) (L) <br />2x4 PB 2x4 SB 2X4 5MB 2x5 5MB 2x6 5MB <br />16.60 17.40 19.40 22.30 2..00 <br />15.20 15.90 17.70 20.30 24.00 <br />14.10 14.80 16.50 19.00 22.30 <br />13.20 13.90 15.60 17.90 21.10 <br />12.60 13.20 14.80 17.00 20.10 <br />12.00 12.60 14.10 16.30 19.30 <br />11.50 12.10 13.60 15.80 18.60 <br />INTERPOLATION BETWEEN VAlUES IS PERMISSIBLE. <br />VALUES IN DECIMAL FEET <br />MULTIPLY THE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GET AlLOWABLE HEIGHTS FOR DIFFERENT WINDSPEEDS <br />WINO SPEED FACTOR <br />140 095 <br />120 1.05 <br />110 1.10 <br />NOTE' COlUMN HEIGHT MAY NOT BE EXTENDED FROM A VALUE LESS THAN 12 FEET TO A VAlUE GREATER THAN 12 FEET <br />THROUGH THE USE OF A MULTIPLICATION FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEFLECTION LIMITS. <br /> <br />(M) <br />2x7SMB <br />24.00 <br />24.00 <br />24.00 <br />23.80 <br />22.60 <br />21.70 <br />20.90 <br /> <br />(N) <br />2x8SMB <br />2-4.00 <br />24.00 <br />24.00 <br />24.00 <br />24.00 <br />24.00 <br />2400 <br /> <br />Srr:T3f <br /> <br />3871 TAMIAW' TRAIL. SUITE E <br />:)ORT QMRLOTIE., Fl JJ952 <br />~ONE: (9..1) 621-~901 <br />"^X; (941) 624-2382 <br /> <br />~ ALUMINUM STRUCTURES MASTER PL.I1V <br />ENGINEERlNG, INt @ COPYRIGHT AI. ENGINEERIlIG, INC. 2002 <br />AL ENGINEERING., INC. FlORIDA UCENS( #7....1 <br /> <br />PAGE 51 OF 266 <br /> <br />I' <br /> <br />, POST/COLUVK <br /> <br />@ <br /> <br />COKe <br /> <br />~O <br /> <br />J::TAIL I~~ <br /> <br />Ii <br />Ii <br />II <br />Ii <br />!I <br /> <br />2'x2'x.125' ANGLE EACH SIDE <br />01' COLUMN "ITH #12x3/4' SMS <br />SPACED A MINIMUM OF I' O.C, <br />(SEE SECONDARY ANGLE SC~EDULD ~ <br /> <br /> <br />3/B' POVERS "EDGE BOLT CONCRETE- <br />:~C~~R E~~~~M~~~L6F I~:~, ~~~f:~:E <; <br />(SEE SECONDARY ANGLE SCHEDULD <br /> <br /><:J <br /> <br /><I <br /> <br /><I <br /> <br />3- Ml <br />2 ' FROI <br />MIN. EDGE <br />OF SLJ <br /> <br />. NOTE, DETAIL ILLUSTRATES TYPICAL A <br />2'x4" 5MB COLUMN CONNECTION <br /> <br />I SIDE VIE\J <br /> <br /> <br />. NOTE. DETAIL ILLUSTRATES TYPICAL <br />2"x4" 5MB COLUMN CONNECTION <br /> <br />(2)-#IDxl-1/2' SMS <br />EACH SIDE <br /> <br /><:J <br /> <br />2500 P,S,I. CONCRETE <br /> <br />IFRDNT VIEw <br /> <br />BEAM TO COLUMN CO <br /> <br />@ <br /> <br /> <br />2- )( 5MB <br />(SEE ROOF BEAM CHARTS) <br /> <br /> <br />OVERLAP BEAM <br /> <br />DETAIL <br /> <br /> <br />Ix2 <br />TO <br />"IT <br />BEA <br /> <br />2x2 SCRE\JED <br />INTO COLUMN \J I <br />(2) #10 )( 3- SMS <br /> <br />2x2 PB <br /> <br />2' <br />CSEE ROOF <br /> <br /> <br />SEI <br />SCI <br /> <br /> 0' <br />DET AIL DET AIL <br /> TOTN.. , OF DISTANCE FASTENER <br />POST FASTENERS TO FRO. VER11CAl I <br />SlZE COllPl.ElE OVERt>> SPACING <br />CONNEC110N <br />2x3 PB 16 - OlD SMS 0.5' .1' <br />3)(2 pTJ 16 - #10 SMS 0,5- l' <br />2x4 S8.PB.SMH D,S- l' <br />2)(5 5MB 26 - #10 SMS a.5- l' <br />2x6 5MB 28 - tHO SMS 0,5- l' <br />2x7 5MB 30 - 410 SHS Q,s- I' <br />2.B 5MB 34 - OlD SMS os l' <br />2x9 5MB 34- tHO SlotS o,s- [' <br /> <br />I I <br /> <br />2x10 5MB 40 - 410 SMS 0.5- 1- <br />. GUSSET PLATE MUST BE USED IN CONJUNCTION IJITH C18) <br />DR 5MB FOR ALL SCENARIOS. <br />NOTESI .lx2 DB AND 2xZ PH CAN BE ROTATED ON ALL CONNECTIONS 1 <br />EXAMPLE' USING DETAIL (B) W'1TH THE TOP 2x.2 AND lx2 POSIT <br />OK, USE FASTENERS SCH'dJULE OF GUSSET PLATE AS INDICAT! <br />FASTENERS SHALL BE PLACED A MINIMUM OF ,5' FROM EDGE 0 <br />PLACED LESS THAN 3d APART. IF THESE SPACINGS CANNOT E <br />BE INSTALLED DR AL ENGINEERING. INC. MUST REVIEW' AND PI <br /> <br />BCcPCC <br />
The URL can be used to link to this page
Your browser does not support the video tag.