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1996-008012 - new residence
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2425 Old Beach Road - 21-117-23-22-0016
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1996-008012 - new residence
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Last modified
8/22/2023 4:02:42 PM
Creation date
2/21/2018 12:51:41 PM
Metadata
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x Address Old
House Number
2425
Street Name
Old Beach
Street Type
Road
Address
2425 Old Beach Road
Document Type
Permits/Inspections
PIN
2111723220016
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May.-20-96 04: 25P John Thomas Homes , Inc . 612 431 5791 8_ 12 <br /> Structural Wood Corp ILL: nay iVvJ7 1V -4V Nv .VV,, r . 11 <br /> LOUISIANA-PACIFIC CORPORATION / WOOD-X DESIGN 95.3 <br /> COMPANY: Structural Hood corporation <br /> JOB ID: THOMAS HONES 2ND CAP KITCHEN, FAMILY <br /> STATEt MN CODE: ICEO <br /> PRODUCT: 3-PLY 1.750" X 18.000" GANG-LAK LVL 293OPb 2.0E <br /> **WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97' <br /> VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY <br /> RESPONSIBLE FOR ERRORS RESULTING FROM 'WRONG INPUT. THIS PROGRAM IS A DESIGN <br /> TOOL AND SHOULD BE USED WITH EXTREM CARE THAT INPUT UNIFORM AND CONCENTRATED <br /> LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION, IF yoU HAVE ANY QUESTIONS OR <br /> UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIF.ICIPS ENGIXMMIXG DEPARTMENT. <br /> DESIGN CRIT9MIA FOR PLOOR BEAM <br /> -----------—w--N. —0-w—-----—w— <br /> LIVE DEAD SPAN ALLOWARLZ ALLOWABLE <br /> (PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT <br /> M---- ----- a---aa-- __-wawa --------OW <br /> 40 i3 34.000f SIDL L/360 L/210 <br /> SPAN CARRIED IS NOT CONTINUOUS. <br /> STRUCTURAL GEOMETRY <br /> ------------------ <br /> SPAN <br /> --------------W--SPAN 1 <br /> wra�a-rr <br /> 21.000F <br /> TOTAL SPAN: 21.00 FT <br /> CONNECTION <br /> �* ATTACH 2 BEAN PLIES WITH 4 ROWS OF 16d COMMON MAILS ON BACK FACE <br /> STAGGERER AT 12.0011 C/C. <br /> **+► ATTACH ADDITIONAL PLIES TO ALTERNATE Pt►CES OF THE FIRST TWO PLIES, <br /> AS REQUIRED, WITH 4 ROW'S OF 18d COMMON NAILS STAGGERED AT <br /> 6.004 C/C. <br /> ** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS. <br /> INPUT LOADS <br /> ----------- <br /> SHAPE <br /> ----- --aSHAPE TYPE LOADING SOURCE W1 V2 X1 X2 <br /> --- w--- -----�— w—w--- ---------- ----+- -- -------"� V------- <br /> +UNIF LIVE SIDE FLOOR 680 PLF 0.000f 21.000# <br /> +UNIF DEAD SIDE FLOOR 282 PLF 0.040' 21.000' <br /> + INDICATES LOAD i$ BIASED ON SPADE CARRIED AND 2XPUT LIVE OR DEAD LOAD PSF. <br /> MAXIMUM SECTION FORCES: MOMSAIT w 51569 FT-LBS $BEAR 9961 LOS <br /> MAXIMN SUPPORT REACTIONS (LBS) <br /> BRG#li 10101 BRG,#2t 10101 <br /> REQUIRED BEARING suss (IN) <br /> — -----------r------tea------ — <br /> BRGE1t 3.50 BRG#2s 3.50 <br /> LIVE LOAD DRFLC. 'FATAL LOAD DEFLC. <br /> SPAN TACTUAL ALLOW. 14/7 ACTUAL ALLOW. L/T <br /> -----a ----- +-raw- ------ --- <br /> A4 to A4 <br />
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