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1999-011935 - new residence
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Sugarwood Drive
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2104 Sugarwood Drice - 34-118-23-21-0022
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1999-011935 - new residence
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Entry Properties
Last modified
8/22/2023 4:55:05 PM
Creation date
4/2/2019 12:49:13 PM
Metadata
Fields
Template:
x Address Old
House Number
2104
Street Name
Sugarwood
Street Type
Drive
Address
2104 Sugarwood Drive
Document Type
Permits/Inspections
PIN
3411823210022
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Updated
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�� � �� �,�� 990421 GAR <br /> 1N1� 01� !.0 s . <br /> ' TJ-BeamTM' �.dz Seriai Number.70904o24�i 2 Pcs of 1.75" x 9.5" 2.OE !lAicrollam� LVL <br /> BEAMUSA 1111 913/99 10:43:30 <br /> Page 1 of 2 Build Code:704 <br /> THiS PRODUCT MEETS OR EXCEEDS THE SET DESiGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> i <br /> 1 ! <br /> -� <br /> tlYl <br /> � <br /> G li\I <br /> 11j�1 i121 <br /> r,' ` <br /> � 7� <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header Member Supporting FLO�R-RES.Application. Tributary Load Width: 1' <br /> Loads(psfl:40 Live at 100%duration,15 Dead,0 Partition,and: <br /> TYPE CLASS LIVE DEAD LOCATiON APPLICP.TION COMMENT <br /> Uniform(plfl Flaor(1.00} 360 135 a to 7' Adds to <br /> Uniform(pl� Roof(1.25) 300 113 0 to 7' Adds to <br /> Uniform(pif} Roof(7.25) 180 188 0 to 7' Adds to <br /> Point(Ibs.) Roof(1.25) 0 1485 9" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(ibs.) <br /> WIDTH LENGTH JUSTIF1CATlON LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 4" Left Face 3025(R1.25)/2963/5988 Detai!A3 1.25"LSL Rim <br /> 2 Vertical2x DF/L, SYP 5.25" 1.635" Right Face 3135(R1.25}/1743/4878 Detail H1 <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. <br /> HANGERS: <br /> REVERSE T.F. T.F. NAILING <br /> MODEL S�OPE SKEW FLANGES OFFSE� SLOPE FACE TOP MEMBER <br /> Right Top NONE FOUND No N/A No 0 <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATlON <br /> Shear(Ib) 5569 3231 7897 Passed(�9°�,) Rt.er�d Span 9 under Roof loading <br /> Moment(ft-Ib) 6873 6873 16445 Passed(42%) MID Span 1 under Roof(oading <br /> Live Defl.(in) 0.075 D.95B Passad(L996) .6A1D S{�an 9 under Roof loading <br /> Total Defl.(inj 0.121 0.312 Passed(iJ619) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARQ(LL: U480,TL:L/240). <br /> -Bracing(Luj:All compression edges(top and bottom)must be braced at 2'8"o!c unless�+stailed othenrrise. Proper attachment and <br /> positioning of�ateral bracing is required to echieve member stability. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available D.F.P. PLANNING&DESIGN, INC. <br /> TERRY lu11KKELSON <br /> 4797 HIGHWAY 10 N.E. <br /> ARDEN HILLS, MN 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright�1993 by Trus Joist MacMillan,a limited paRnership,Boise,Idaho,USA. TJ-Pro"'and TJ-BeamTM are trademarks of Trus Joist MacMillan. <br /> Microllam�is a registeretl trademark of Trus Joist MacMillan. <br />
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