2018-00157 - addn/remodel/repair

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201312 Allowable Stress Design MSI: 0.76 NOTE: LOAD TABLE 3 PLIES 1.750 X 9.500 LP LVL310OFb-2.OE DESIGN CRITERIA : VSI: 0.49 1.THIS COM PONENTISDESIGNED TOSLIP PORT ONLY DESIGN CONSISTS OF J - PLIES FASTENED RSI: 0.47 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1).OTHER LOAD CASES TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. FLOM LIVE LOAD 40 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLOOR DEAD LOAD 15 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF FLOOR TOTAL 14M m 55 PSP THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM FLOOR LIVE TOP 400 PLF 00-00-00 12-00-00 1.00 ROOF LIVE LOAD = 30 PSP 2.PROVIDE RESTRAINTATSUPPORTS TOENS LRE UNIFORM ROOF LIVE TOP 300 PLF 00-00-00 12-00-00 1.00 ROOF DEAD LORD s 15 PSF LATE RAL STABILITY. UNIFORM ROOF DEAD TOP 150 PLF 00-00-00 12-00-00 0.90 ROOF TOTAL L(IAD = 45 PSF 3.DO NOT CUT,NOTCH OR DRILL LP LVL UNIFORM FLOOR DEAD TOP 150 PLF 00-00-00 12-00-00 0.90 4.SHIM ALLBEARINGS FOR FULLCONTACT. UNIFORM WALL DEAD TOP 80 PLF 00-00-00 12-00-00 0.90 FIR LEFT SPAN CARR. 10.00 FT 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL UNIFORM BEAM WEIGHT 14 PLF 00-00-00 12-00-00 0.90 FLR RIGHT SPAN CARR. 10.00 FT TO SIZE. ROOF LEFT SPAN CARR. 10.00 Ltd" 6.THIS LP LVL IS TO BE USED AS A WARNING NOTES: ROOF RIGHT SPAN CARR. 10.00 FT COMBINATION ROOF AND FLOOR BEAM ONLY. 7.COMPRESSION EDGE BRACING REQUIRED AT THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. DEFLF.CTICN CRITERIA 70"O.C.OR LESS. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP WOISTS IS LIVE LOAD DEPL: L / 360 STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW TOTAL LOAD DEFL: L / 240 DESIGN ASSUMES COMPONENTS CARRIED ARE BY A DESIGN PROFESSIONAL. APPLIED TO TOP EDGE OF LP LVL.SUCH THAT CODE COMPLIANCES LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL REPORT / ATTACH TWO PLIES WITH 2 ROWS OF 16d BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, APA PR-1,280 (3-12")NAILS AT 12"OC.FROM ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS ICC-ES ESR-2403 ONE FACE ONLY. STAGGER ROWS.FLIP BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. LODBS RR-25783 BEAM AND ATTACH THE THIRD PLY WITH 2 CCMC 11518-R ROWS OF 16d(3-1/2")NAILS AT 12"OC.TO ANCHOR LP LVL ROOF/FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. Florida PLi5228 THE UN-NAILED SIDE OF THE FIRST TWO PLIES. STAGGER ROWS.NAILS MAY BE LP LVL FLOOR BEAMS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE, COMMON OR BOX NAILS WITH A MINIMUM IN ADDITION TO COMPLYING WITH THE DEFLECTION LIMITS OF LOCAL BUILDING SHANK DIAMETER OF 0.131".16d SINKERS CODES,OTHER DEFLECTION CONSIDERATIONS SUCH AS VIBRATION,BOUNCE, (3-1/4'1 MAY BE USED. CRACKING AND AESTHETICS,SHOULD BE EVALUATED BY THE PROJECT ENGINEER OR ARCHITECT. MAXIMUM RECOMMENDED DEAD LOAD DEFLECTION IS 0.333"OR LESS. THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL LOAD DEFLECTION LIMIT OF 1,/240.(PROVIDED BY THE LP CUSTOMER). �j THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. -'t SUPPORT REACTIONS (LH9.500S): NAJM)M BEARING NUMBER 1 2 1.750 DOWN 5516 5516 3.500 UPLIFT --- --- 5.250 CROSS SECTION MIN BEARING SIZES (IN—SX) 3— 0 3— 0 MAXIIQA4 DEFLECl'IONS CALCULATED AL LIVE LOAD 0.30"(L/470) 0.39" DEAD LOAD 0.3411 12- 0- 0 TOTAL LOAD 0.53-(L/268) 0.59 •"•THIS DRAWING IS NOT 70 SCALE"• Handing&Election Miscellaneous tr iorlreficn LP LVL,LP LSL and CTR,LP IJobt Specifications Software Provided By: 02nzia IBC 2009 Temporary and permanent bearing for holding component The use of this component shall be specl0ed by the designer of the 'Supports and connedlons forl-P LVL,LP ISL.CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resislig Iserd fomes shall be designed and complete structure.Obtain alithe necessary codecortpfance approval anc•Common nails drkw parallel loglue Ines shallbe spaced a mfrimum of4"for 10d 414 Urion Street,Suite 2000 Inslaled by others.No loads are Lobe applied tothe instruction from the designers of the complete structure before using Itis and 7(or8d. Neshvile,TN 37219 component until after at the herding and fastening are component. If thedesign rriedo listed above does not meet bed bulding *Do not cut.notch,dill or alar LP LVL.LP LSL and CTR.LP hloisls except as shove Phone 800.515.7570 completed At no time shall bads greater than design loads code requirements,do not use this design.When this droving is signed in published material from LP any use of LP LVL,LSL and CTR,LP IJolsts contrary be applied to the component. and sealed,the slmclvaldesign Is moved as shown In this drawing to the Imlls set IoM hemon,negates any express vormnly of the product and LP Fax 866.753.4369 based on data provided by the customer.tP LVL LP LSL and CTR,LP disclaims at Implied varrentbs Including the implied warranties of merchantability Design Crleria 1-)olds are made without comber and Wit deOed under lend.Wood is direct and fitness ler a particular use. The design and mated al specified are in substantial contact Wth concrete must be protected as required by code.Continuous DWG # conformity with the Latest re"ons of NDS.*Dead Marl laterad support Is assumed(vain,floor beam,etc).IP does not protide deflection includes adjustment fader for creep.Tdal lead on-site Inspection.TNsdraaing must have an Architect's orEngineer's seal'ACOPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. a0xed to be considered an Engineering document. LP Is a registered trademark of Louisiana,f ecifb Corporation. File:C:U'rogram Files1L Wood-E Design12013.21WOODE.SPX