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2008-P12034 - addn/remodel/repair
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3765 Watertown Road - 32-118-23-34-0013
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2008-P12034 - addn/remodel/repair
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Last modified
8/22/2023 4:41:01 PM
Creation date
10/23/2019 1:52:45 PM
Metadata
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Template:
x Address Old
House Number
3765
Street Name
Watertown
Street Type
Road
Address
3765 Watertown Road
Document Type
Permits/Inspections
PIN
3211823340013
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FROM PHONE NO. May. 07 2008 10:34AM P4 <br /> Triple 1.314" x 9-1/2" VERSA-LAMS 2.0 3100 SP Roof BeamkRBOI <br /> BC CALCO 9.5 Design Report-US I span I No cantilevers 15/12 slope Monday,May 05,200810:55 <br /> Build 91 <br /> File Name. BC CALC Project <br /> Job Name; Dave Chute Description: RB01 <br /> Address: Specifier. <br /> City,State ZIP:, Designer: <br /> Customer: Company: <br /> Code reports: ESR-1040 Misc: Roof Beam <br /> 12 <br /> • L <br /> r ns <br /> 12-00-00 <br /> DL 1638 lbs <br /> 16M 10s ft <br /> SL 2940 In SL 2940 <br /> TdA of Hodwrital Design Spam 12-" <br /> Load Summary Lft Dead snow Wind Rod LW* <br /> Tag Macrimlon Load Tvpg Ref. Stan KIM 100% 909E 116% IHS Im Trib. <br /> I Standard Load Unf.Area(ps) Left 00-00-M 12-00-00 is 35 14-0040 <br /> Load Disclosure <br /> Controls Summm value %Allowable Duration C"s Span Location complelarms and wzwacy of kvtn must <br /> Pos.Moment 13735 ft-lbs 67.0% 115% 3 1 -IntemaT be Ywifiod by arwiewto ward rely an <br /> End Shear 3918 lbs 36.0% 115% 3 1 -Left cutpA=ewkk0wcfwAW1tyfor Ps11wW <br /> Total Load Defi. L1280(0.55T) 64.2% 3 1 appor, U- .ou4m hers bowl an bwft <br /> Live Load Defi. U436(0.358') 56.0% 3 1 coft4wapw dw1gn woportles oW <br /> arwVA- mWwft.WaNkOm of BOISE <br /> Max Dell. 0.557" 55.7% 3 1 w+9,wood poducts must W in <br /> Span/Depth 15.2 n1a 0 1 w 4—, currentInsulatim c4twe <br /> and applicable budding 00ft.To Wain <br /> Slope and Cut Length Slope Fads QpM ftWV.MMIh Product Lentlith WaboWn Gulde or ask questions,please <br /> Plumb Cut With Hanger to dbl.top plate6/12 10_1/4n, 12-00-00 13-03-15 call(888)234-0056 blare hwWWOm. <br /> BC CALC8.BC FRAMERS.AJSTd. <br /> Notes ALLJOISTS,BC RIM BOARD-,BCW, <br /> Design meets Code minimum(U180)Total load deflection criteria. BOISE GLULAM-,SIMPLE FRAMING <br /> Design meets Code minimum(1./240)Live load deflection criteria. SYSTEMS,VERSA-LM*VERSA-RIM <br /> Design meets arbitrary(11")Maximum load deflection criteria. PLUS®,VERSA-RIM®, <br /> Minimum bearing lengthfor BO is 1-1/27. VERSA41RANDW VERS"TUDO webaderneft of Bm Wood Products,LLQ <br /> Minimum bearing length for 81 is 1-1/2". <br /> Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+ <br /> 1/2 intermediate bearing <br /> Connection Diagram <br /> a <br /> 0 0 <br /> a minimum=2" c=4-1/2" <br /> b minimum-3" d=12" <br /> 9 minimum=3" <br /> mandw has no"Weds. <br /> ConneoWrg are:16d Common Nab <br /> Page 1 of 1 <br /> PDF created with pdfFactory trial version www.0dffactorv.com <br />
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