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20132 Allowable Stress Design MSI: 0.74 <br /> NOTE: LOAD TABLE 1 PLY 1.750 X 14.000 LP LVL310OFb-2.OE DESIGN CRITERIA <br /> VSI: 0.65 <br /> 1.THIS COMPONENT IS DESIGNED SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES RSI: 0.82 <br /> THE VERTICAL LOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. <br /> LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLOOR L� LOAD = 40 PSF <br /> METHODS,WIND AND SEISMIC BRACING,AND OTHER FLOOR DEAD LOAD = 15 PSF <br /> LATERAL BRACING THAT ISALWAYS REQUIREDIS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF FLOOR TOTAL LOAD = 55 PSF <br /> THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX <br /> OR ARCHITECT. UNIFORM FLOOR LIVE SIDE 280 PLF 00-00-00 13-09-00 1.00 ROOF LIVE LOAD = 30 PSF <br /> 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD SIDE 105 PLF 00-00-00 13-09-00 0.90 ROOF DEAD LOAD = 15 PSF <br /> LATERAL STABILITY. UNIFORM TAIL DEAD TOP 80 PLF 00-00-00 13-09-00 0.90 ROOF TOTAL LOAD = 45 PSF <br /> 3.DO NOT CUT,NOTCH OR DRILL LP LVL UNIFORM BEAM WEIGHT 7 PLF 00-00-00 13-09-00 0.90 <br /> 4.SHIM ALL BEARINGS FOR FULL CONTACT. FLR LEFT SPAN CARR. 14.00 FT <br /> 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL WARNING NOTES: FLR RIGHT SPAN CARR. 0.00 FT <br /> TO SIZE. ROOF LEFT SPAN CARR. 0.00 FT <br /> 6.THIS LP LVL IS TO BE USED AS A THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. ROOF RIGHT SPAN CARR. 0.00 FT <br /> COMBINATION ROOF AND FLOOR BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS <br /> 7.0 OMPRESSION EDGE BRACING REQUIRED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW DEFLECTION CRITERIA <br /> 50"O.C.OR LESS. BY A DESIGN PROFESSIONAL. LIVE LOAD DEFL: L / 360 <br /> TOTAL LOAD DEFL: L / 240 <br /> MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL <br /> BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CODE COMPLIANCES <br /> ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS REPORT # <br /> 3 BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. APA PR-L280 <br /> ICC-ES ESR-2403 <br /> ANCHOR LP LVL ROOFIFLOOR BEAM SECURELY TO BEARINGS OR HANGERS. LADBS RR-25783 <br /> CCMC 11518-R <br /> Florida FL15228 <br /> -'F <br /> SUPPORT REACTIONS (LBS): 14.000 <br /> MA0=41M BEARING NUMBER T1 I <br /> 1 2 1.750 <br /> DOW 3245 3245 <br /> UPLIFT --- --- CROSS SECTION <br /> MIN BEARING SIZES (IN-SX) <br /> 3- 0 3- 0 <br /> b94XIMUM DEFLECTIONS <br /> CALCULATED ALLOWABLE <br /> LIVE LOAD 0.26"(L/619) 0.45" <br /> *DEAD LOAD 0.27" 13- 9- 0 <br /> TOTAL LOAD 0.44"(L/367) 0.68" —THIS DRAWING IS NOT TO SCALE*** <br /> Handing&Erection Miscelarlecus Information LP LVL,LP LSI-and CTR,LP IJo'st Specifications Software Provided By: 0211218 IBC 2009 <br /> Temporary andpermanent bracing for holding component The use of this componert shall bespecified bythe designer of the •Supports and connections far LP LVL,LP ISL,CTR and LR to be specificappicaions. LP Engineered Wood Products <br /> plumb and forressting lateral forces shall be designed and complete structure.Obtain allthe necessary code compiance approval an •Common nails driven parallel toglue Ines shall be spaced a minimum of V for 10d Street,Suite 2000 <br /> St St <br /> installed by others.No loads are lobe appied tothe instructions from the designers of the complete structure before using the and 3 414 UnloUnionfor 8d. Nashville, 37219 <br /> component until after al the framing and fastening are component. If the design criteria listed above does not meet local building -Do rot cut,notch,drill drafter tP LVL,LP LSL and CTR,LP IJoists except as shown <br /> completed At no tine shell bads greaterthan design loads code requlremerts,do not use this design.When this drawng is signed in published material from LP any use of LP LVL,LSL and CTR,LP IJoists contrary Ph One 800.515.7570 <br /> be applied to the component. and sealed.the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 <br /> based ondata provided bythe customer. LP LVL LP LSL and CTR,LP disclaims al implied warranties including the implied warranties of merchontabiity <br /> Design Criteria lyoists are made without xamberand wlldef ect under load.Wood in direct and fitness fora particular use. <br /> The designand material specified am in sobstartial contact with concrete most be protected as required bycode Continuous DWG # <br /> conformity with the latest reeisionsof NDS.•Dead load lateralsxpport isassumed(well,floor beam,etc).LP does not protide <br /> deflection includes aqustment factor forcreep.Total Iced on-site inspection.TI-is draving most have an Architect's orErgineer'sseal-ACOPYOF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # <br /> - deflection is instantaneous. afixed to be considered an Engineering document. <br /> LP's aregistered trademark of Louisiana-Pacific Corporation. <br /> File:CAProgram FIIes\LP\WOOd-E Design\2013.2\WOODE.SPX <br />