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2016-00172
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Bayside Road
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3960 Bayside Road - 05-117-23-22-0016 - 2nd New PID
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3960 Bayside Rd - 05-117-23-22-0015 - 1st New PID
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Permits/Inspections
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2016-00172
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Last modified
8/22/2023 5:19:54 PM
Creation date
7/12/2016 9:02:54 AM
Metadata
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x Address Old
House Number
3960
Street Name
Bayside
Street Type
Road
Address
3960 Bayside Rd
Document Type
Permits/Inspections
PIN
0511723220016
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Updated
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I��I F O R T E ` � '�«�Y BASEMENT PATIO DOOR, UPPER MORNING ROOM HEADER PASSED <br /> . 2 piece(s) 2 x 10 Hem-Fir No. 2 <br /> Overall Length: 10 0 0 <br /> + + <br /> 0 0 <br /> 310 310 310 <br /> 0 0 o a <br /> Ali locations are measured from the outside face of left support(or ieft cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> , __ __ . .. .__ _ _ _- <br /> �I�51 JIl ReSLI�tS Actual Cg1 Location Allowed Result LDF Load:Combination(Pattern) � System:Wall <br /> 'Member Readion(Ibs) 601 @ 3 4 0 3645(3.00") Passed(17%) - 1.0 D+ 1.0 S(Adj Spans) Member Type:Header <br /> I Shear Qbs) 171 @ 7 6 12 3191 Passed(S%) 1.15 1.0 D+ 1.0 S(Adj Spans) Building Use:Residential <br /> Moment(Ft-ibs) -185 @ 6 8 0 3833 Passed(5°10) 1.15 1.0 D+1.0 S(Adj Spans) auilding Code:IeC zoo9 <br /> I Live Load Defl.(in) 0.000 @ 1 7 0 0.111 Passed(U999+) -- 1.0 D+1.0 S(Alt Spans) Desi9n Methodology:,45D <br /> LTotal Load Defl.(in) 0.001 @ 8 5 6 0.167 Passed(L/999+) -- 1_0 D+ 1.0 S(Alt Spans) _ <br /> _- - -— ----- - - — <br /> - -- _ -- <br /> • DeFlection criteria:LL(U360)and TL(UZ4(1)• <br /> • Bracing(Lu):All compression edges(tnp and bottom)must he braced at 10 0 0 o/c unless detailed otherwise.Proper attachment and posRioning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable cakulations are based on NDS. <br /> i, Bearing Loads to Supports(Ibs) <br /> --------------- <br /> SUpp01'CS ToWI Available Required Dead Snow 7otal Accessories <br /> i t-Trimmer-SPF 1.50" 1.50" 1.SD" l0i 99 200 None <br /> ��,2-Trimmer-SPF 3.Q0" 3.00" 1.50" 333 268 601 None <br /> 3-Trimmer-SPF 3.Q0" 3.00" 1.50" 333 268 601 None <br /> 4-Trimmer-SPF 1.50" 1.50" 1.50" 101 49 200 None <br /> Tributary Dead Snow <br /> LOddS Location(Side) Width (0.90) (1.15) Comments <br /> 0-Scll Wcight(PLF) 0 0 0 to 10 0 0 N/A 7.0 <br /> 1-Tapered(PLF) 0 0 0 to 5 0 0 N/A 30.0 ro 60.0 - E1GE DEAD <br /> 2-Tapered(PLF) 5 0 0 to 10 0 0 N(A 60A to 30.0 - E1GE DEAD <br /> 3-Uniform(PSF) 0 0 0 to 10 0 0 2 0 0 17.4 35.0 GABLE RAKE <br /> W y aeuser Notes (ZSJ SUSTAINABIE FORESTRI'INITIATIVE <br /> ,Weyerhaeuser warrants that the sizing of its products will be in acmrdance with Weyerhaeuser product design criteria and published design vaiues. , <br /> �Weyerhaeuser expressly disclaims any other warranties rela[ed to the software.Refer to current Weyerhaeuser litera[ure for installation details. <br /> (www.woodbywy.mm)Accessones(Rim 8oard,Blocking Panels and Squash Blocks)are not designed by this software.Use of this softv+are is not intended to <br /> i ciramven[the need fw a design professional as determined by the authority having jurisdiction.The designer of record,builder or fremer is responsible ro <br /> I assure that this calcula�on is compa[ible with the overall project.Roduc[s manufactured at Weyerhaeuser facilities are[hird-party certified ro sustainable <br /> forestry s[andards.Weyerhaeuser Engineered Lumber Productr have been evaluated by ICC ES under technical repor[s ESR-1153 and ESR-1387 and/or tested in <br /> acwrdance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. <br /> �The producc application,input desgn bads,dimensions and support mformat4on have been provided by Forte Sokware Operator <br /> Furt4�!wliwar[:Op�,tnlo� lobNote,, � �Ir 1r3�;(1117 ll_ 1/.Uli �.'�/i <br /> _ _._._. _�.__ ___ -- --- --____�_._.______.___....__..._�. Forte v5.1, �esign Enyine V6`i.1.1 <br /> a�i„�,i�.,�,t�i r���uF i�ri <br /> !.,n,�,�,�� ,�,i,f� i��vri r^,>z�Tr,av � MC?DERN LOVE LESS 2 S 1(�RY SlIP CALCS 70-28- <br /> (G721 944-biq5 � . <br /> n�Llm.l�,nnhr.j..,7r�rnp�,rtluatte,��.��n�, �16.4tC <br /> i n�qc'4 Of.`i <br />
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