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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: 24P John Thomas Homes , Inc. 612 431 5791 8 . 08 <br /> $tr•uGturdl Wood Corp ILL <br /> • 8rago 1 �� <br /> LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2 <br /> COMPANY: Structural Wood Corporation <br /> JOB ID: THOMAS HONES SAVE SIDE OF DINING <br /> STATE: MN CODE: ICBG <br /> PRODUCT: 2-PLY 1.750" X 14.000" GANG-LACI LVL 295OPb 2.OE <br /> &*WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97 <br /> VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY <br /> IRESPOHSISLE FOR FA%RCRS RTSVL1fXNG FROM WRONG INPUT. THIS PROGRAId IS A DESIGN <br /> TOOL AND SHOULD BE USED WITH NXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED <br /> LOADS ARE ACCURATB IN MAGNITUDE hXD LOCATION. IF YOU HAVE ANY QUESTIONS � <br /> UNCERTAINTIES, PLEAS3 CONTACT LOUXSIANA-PACIFICtS ENGINEERING DEPARTMENT. <br /> DESIGN CRITERIA FOR FLOOR BEAM <br /> -:--s-w------------------w---a <br /> LIVE DEAD SPAR AL.L.OWABL$ ALLOWABLL <br /> (PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT <br /> ----- ----- -------- ------- ---------- ---------- <br /> 40 15 1.0000 TOP L/360 L/240 <br /> SPAN CARRIED IS NOT CONTINUOUS. <br /> STRUCTURAL GEOMETRY <br /> ------------------- <br /> SPAN <br /> ------------------ <br /> SPAN I <br /> 16.000r <br /> TOTAL $PANz 16.00 FT <br /> CONNECTION <br /> ---------- <br /> #** DESIGN ASSUME$ CONpONENTS CARRIED ARE APPLIED TO TOPS EDGE OP BEAD, <br /> SUCH THAT LOAD IS DISTRIBUTED EVALLY TO EACH PLY. <br /> **# ATTACK 2 BEAN PLIES WITH 3 ROWS OF 16d COMMON MAILS ON EACH FACE <br /> STAGGERED AT 12.00- C/C. <br /> r►+►>x COKPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS. <br /> INPUT LOADS <br /> •--------,--- <br /> SHAPE TYPE LOADING SOURCE Wl W2 Xl X2 <br /> -- ---- ------- ------ ---------- ---------- -------- -------- <br /> UNIF TOTAL Top FLOOR 440 PLF 0.0001 16.000' <br /> UNIF TOTAL TOP FLOOR 120 PLP 0.000, 16.000• <br /> +UNIF DEAD TOP FLOOR 22 FLF 0.0000 16.000' <br /> +UNIF LIVE TOP FLOOR 20 PLF 0.000" 16.0000 <br /> + 2NDICAT29 LOAD 19 BASED ON SPAN CARRIED AND INPUT LIVE OR DSA13 LOAD PSF, <br /> MAxIMuX SECTION 2'ORCES: MOMXNT - 18718 $T-LBS SHEAR - 4745 LBO <br /> MAXIKUK SUPPORT REACTIONS (LISS) <br /> ------------------------------- <br /> BRG#lz 4912 BRG#2: 4812 <br /> REQUIRED NEARING SIZES (IN) <br /> -------------------- <br /> BRG#Iz 2.75 BROM 2.75 <br /> LIVE LOAD DEFLO, TOTAL LOAD DEFLC. 1 <br /> 1 <br /> A4 to A4 <br />
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