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2110129 PLANS 10-25-21 143313 Gillis Approval DrawingsFamily Owned and Operated Since 1934 MA: MANSFIELD • NEWTON • NEW BEDFORD • SALEM • BERLIN • GARDNER |RI: WARWICK CT: OXFORD • EAST HARTFORD ||HQ: 71 Maple St, PO Box 9032, Mansfield, MA 02048 T: 508.339.8020 F: 508.339.4518 national-lumber.com T H E N A T I O N A L L U M B E R F A M I LY O F C O M P A N I E S APPROVAL DRAWING REVIEW Construction should not begin until this information has been reviewed and approved as accurate. The builder should understand all the relevant installation requirements in these documents and in the manufacturer's product literature. After review, please initial each of the attached plans and/or calculations and check the appropriate box below and sign in the space provided. In lieu of this form, the Architect or Engineer may use their standard shop drawing review stamp on each sheet. For projects with a structural engineer, the review MUST be performed by that structural engineer or duly authorized representative. The enclosed drawings represent our understanding of your plans and needs consistent with the scope of our proposal and/or written contract. Naturally, plan ambiguities, revisions, and “as built” site conditions can change these needs without our knowledge. Therefore we request that you, along with your architect, engineer or building designer, review these documents and carefully verify: dimensions, loads, bearing locations, member spacing, consistency with overall design intent, conflicts with plumbing and mechanicals, and any other conditions noted. Thank you for selecting National Lumber to be your component supplier. q Provide Precision End Trim (PET) joist material (No Extra Charge) q Provide Pre-applied Subfloor Adhesive (Applied to I-joists only) q Provide Fire Protected I-Joists (FMJ) q Approved As Submitted By: Company: Title: q Approved As Noted Date: Submission Date: Project: Company: Task: Designer: Job Number: In any case, please return one copy to our office and retain the other for your records. Once this form is received we can start preparation of final installation documents. If you have any questions, please contact your salesman or component designer. Build More Profitably Call 1.800.370.WOOD or visit national-lumber.com/engineering Pre-Cut Holes for HVAC, Plumbing, etc.Fire Membrane I-Joist Free 3D Model and Visual Software Precision End Trimmed I-Joists with Inkjet Labeling Pre-Applied Sub-Floor Adhesive R-11 Assembly Engineered Framing Materials Delivered Ready for InstallationEngineered Wood Products Family of Companies HIGH R-VALUE INSULATED RIMBOARD Service Above All ™ national-lumber.com/engineering Other materials are from Distributor Inventory Check with National Lumber’s Engineering Department for lead times Available on Demand Measurements in Inches 9.5, 11.88 11.88, 14 9.5, 11.88, 14, 16 9.5, 11.88 9.5, 11.88, 14 11.88, 14, 16 3.5, 5.5, 7.25, 9.5, 11.88 3.5, 5.25, 7 5.25, 7 5.5, 7.25, 9.25, 9.5, 11.25, 11.88, 14, 16, 18, 20, 24 9.5, 11.88, 14, 16, 18 9.5, 11.88, 14, 16, 18 7 9.5, 11.88, 14, 16, 18 AJS 140 AJS 20 AJS 25 AJS 24 FMJ BCI 6000 BCI 90s 1.7E 2650 SYP 1.5” x 1.8E 2750 SYP 3.5” x 1.8E 2750 SYP 5.25” x 2.1E 3100 SYP 1.75” x 2.1E 3100 SYP 3.5” x 2.1E 3100 SYP 5.25” x 1.7E 2650 DF 7” x 2.1E 3100 DF 7” x ALLJOIST® ALLJOIST Rated for Use in Residential Only ®— BCI Joists ® VERSA-LAM® All 7” is Special Order PRODUCTS IN-STOCK Engineered I-Joists Updated 8/4/21 DownloadFREEsoftwarehere http://www.buildabilitynow.com/software/desktop/ Then...SendanemailrequestfortheSapphirefile (seeApprovalSheetforemailaddress)ALLINFORMATIONNOTMARKED-UPONRETURNEDAPPROVALDOCUMENTSWILLBECONSIDEREDASFINALANDAPPROVEDiPAD/iPHONE VIEWER DOWNLOAD EWP INSTALLATION GUIDES DESIGNEDBY:Roosevelt SUBMISSIONDATE:SCALE:1/4"=1'-0"THE3DMODELISAGRAPHICALREPRESENTATIONONLY.BUILDERISRESPONSIBLETOENSURESTRUCTUREMEETSALLAPPLIEDBUILDINGCODES.REVISIONDESCRIPTIONDRAWINGSTATUS:APPROVAL SETCONTENT:CUSTOMER:PROJECT:NO.JOB#/ORDER#:/2110129seBYOFCHECKEDBY:THESEDOCUMENTSHAVEBEENPRODUCED FROMPLANSWITHALATESTDATEOF: 09/29/21--DRAWING#:DATE------ Truss Connector Total List Manuf Product Qty MiTek MSH422 16 Products PlotID Length Product Plies Net Qty Fab Type 1J1 12' 0"2x8 SYP No.1 PT 1 13 MFD 1J2 6' 0"2x8 SYP No.1 PT 1 54 MFD 1J3 4' 0"2x8 SYP No.1 PT 1 6 MFD 1B1-DRP 10' 0"1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP 3 3 MFD 1B1 17' 0"1-3/4" x 16" VERSA-LAM® LVL 2.1E 3100 SP 3 3 MFD 1B2-DRP 20' 0"2x8 SYP No.1 PT 2 6 MFD 1B3-DRP 16' 0"2x8 SYP No.1 PT 2 2 MFD 1B4-DRP 14' 0"2x8 SYP No.1 PT 2 2 MFD 1B5-DRP 8' 0"2x8 SYP No.1 PT 2 2 MFD 1B2 6' 0"2x8 SYP No.1 PT 2 2 MFD 1B6-DRP 6' 0"2x8 SYP No.1 PT 2 2 MFD R1 12' 0"2x8 SYP No.1 PT 1 12 FF LG1 20' 0"2x8 SYP No.1 PT 1 2 Other LG2 16' 0"2x8 SYP No.1 PT 1 2 Other LG3 10' 0"2x8 SYP No.1 PT 1 1 Other LG4 7' 0"2x8 SYP No.1 PT 1 1 Other LG5 4' 0"2x8 SYP No.1 PT 1 1 Other P1 8' 0"4x4 SYP No.1 PT 1 14 MFD PLEASEVERIFYTTECH16"GVDRIFTWOODHAVE NOTOURSTOCKSOWEHAVECONSIDERINGTTECH 16"TIGERWOODGV HD1-DRP HD2-DRPHD1-DRPHD5-DRPHD6-DRP HD4-DRP HD4-DRP HD3-DRP HD5-DRPHD6-DRP P1 P1P1 P1P1P1P1 P1 P1 P1P1P1 P1 P1 1B1-DRP 1B1 1B3-DRP1B2-DRP1B5-DRP 1B4-DRP 1B6-DRP1B2 1B2-DRP 1B2-DRPLG2LG2LG5LG1LG3LG1LG4 27' 4"16' 8"44' 6"44' 0"38' 6"6' 0" 2' 0"2' 0"2' 0"2' 0"2' 0"1' 11 1/8"1' 8 1/2"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0" 2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"1' 11 1/8"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"1' 6 7/8"23' 0 1/4"28' 7 1/8"21' 5 3/4"WALLAREASUMMARY-OPENINGS(0%WASTE) EXT.BASEMENTWALLS(1SIDE)426.22SQ/FT INT.BASEMENTWALLS(2SIDES)5315.42 ft² SQ/FT REFERTOSTRUCTURALDETAILSANDSTRUCTURAL NOTESPAGESFORMOREINFORMATION Do not cut, notch or drill flanges Do not support joist by top flange and/or web.cut holes near bearing supportDo not Minimum distance per Boise joist hole chart. LABEL LEGEND 1J1,2J1,ETC.-FLOORJOIST 100,200,300,400-FLOORTRUSS 500,600,700,800,900-ROOFTRUSS RJ1,RJ2,ETC.-ROOFJOIST 1B1,2B1,ETC.-FLUSHBEAM 1B1-DRP,2B1-DRP,ETC.-DROPPEDBEAM RB1,RB2,ETC.-ROOFBEAM H1,H2,ETC.-HANGER R1,R2,ETC.-RIMBOARD BLK1,BLK2,ETC.-BLOCKING LG1,LG2,ETC.-LEDGER P1,P2,ETC.-POSTDOWN -POSTUP CP1,CP2,ETC.-COLUMNCAP/PLATE BP1,BP2,ETC.-COLUMNBASE/PLATE HD1-DRP,ETC.-WINDOW/DOORHEADER iPAD/iPHONE VIEWER DOWNLOAD EWP INSTALLATION GUIDES DESIGNEDBY:Roosevelt SUBMISSIONDATE:SCALE:1/4"=1'-0"REVISIONDESCRIPTIONDRAWINGSTATUS:APPROVAL SETCONTENT:CUSTOMER:PROJECT:NO.JOB#/ORDER#:/2110129seBYOFCHECKEDBY:THESEDOCUMENTSHAVEBEENPRODUCED FROMPLANSWITHALATESTDATEOF: 09/29/21--DRAWING#:DATE------ALLINFORMATIONNOTMARKED-UPONRETURNEDAPPROVALDOCUMENTSWILLBECONSIDEREDASFINALANDAPPROVEDTHE3DMODELISAGRAPHICALREPRESENTATIONONLY.BUILDERISRESPONSIBLETOENSURESTRUCTUREMEETSALLAPPLIEDBUILDINGCODES. Truss Connector Total List Manuf Product Qty MiTek MSH422 16 Products PlotID Length Product Plies Net Qty Fab Type 1J1 12' 0"2x8 SYP No.1 PT 1 13 MFD 1J2 6' 0"2x8 SYP No.1 PT 1 54 MFD 1J3 4' 0"2x8 SYP No.1 PT 1 6 MFD 1B1-DRP 10' 0"1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP 3 3 MFD 1B1 17' 0"1-3/4" x 16" VERSA-LAM® LVL 2.1E 3100 SP 3 3 MFD 1B2-DRP 20' 0"2x8 SYP No.1 PT 2 6 MFD 1B3-DRP 16' 0"2x8 SYP No.1 PT 2 2 MFD 1B4-DRP 14' 0"2x8 SYP No.1 PT 2 2 MFD 1B5-DRP 8' 0"2x8 SYP No.1 PT 2 2 MFD 1B2 6' 0"2x8 SYP No.1 PT 2 2 MFD 1B6-DRP 6' 0"2x8 SYP No.1 PT 2 2 MFD R1 12' 0"2x8 SYP No.1 PT 1 12 FF LG1 20' 0"2x8 SYP No.1 PT 1 2 Other LG2 16' 0"2x8 SYP No.1 PT 1 2 Other LG3 10' 0"2x8 SYP No.1 PT 1 1 Other LG4 7' 0"2x8 SYP No.1 PT 1 1 Other LG5 4' 0"2x8 SYP No.1 PT 1 1 Other P1 8' 0"4x4 SYP No.1 PT 1 14 MFD PLEASEVERIFYTTECH16"GVDRIFTWOODHAVE NOTOURSTOCKSOWEHAVECONSIDERINGTTECH 16"TIGERWOODGV HD1-DRP HD2-DRPHD1-DRPHD5-DRPHD6-DRP HD4-DRP HD4-DRP HD3-DRP HD5-DRPHD6-DRP P1 P1P1 P1P1P1P1 P1 P1 P1P1P1 P1 P1 1B1-DRP 1B1 1B3-DRP1B2-DRP1B5-DRP 1B4-DRP 1B6-DRP1B2 1B2-DRP 1B2-DRP103104R1R1 1J31J31J31J31J31J3R1 R1 R1R11J2 1J2 1J2 1J2 1J2 1J2 1J2 1J2 1J2 1J2 1J2 1J2 1J2 1J2 R1R1 R1 R1R1R1R1R1 R11J21J21J21J21J21J21J21J21J21J21J21J21J21J21J21J21J2 1J21J21J21J21J21J21J21J21J21J2 1J2 1J2 1J2 1J2 1J2 1J2 1J2 1J2 1J2 1J2 1J2 1J2 1J2 1J1 1J1 1J1 1J1 1J1 1J1 1J1 1J1 1J1 1J1 1J1 1J1 1J1 LG2LG2LG5LG1LG3LG1LG4 MSH422MSH422MSH422MSH422MSH422MSH422MSH422MSH422MSH422MSH422MSH422MSH422MSH422MSH422MSH422MSH422JUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-2TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZJUS28-TZ No Soln.JUS28-TZNo Soln.Undesigned101(5) 105(7) 106(8) 107(5)109(9)111(8) 27' 4"16' 8"44' 6"44' 0"38' 6"6' 0" 2' 0"2' 0"2' 0"2' 0"2' 0"1' 11 1/8"1' 8 1/2"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0" 2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"1' 11 1/8"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"1' 6 7/8"23' 0 1/4"28' 7 1/8"21' 5 3/4"WALLAREASUMMARY-OPENINGS(0%WASTE) EXT.BASEMENTWALLS(1SIDE)426.22SQ/FT INT.BASEMENTWALLS(2SIDES)5315.42 ft² SQ/FT REFERTOSTRUCTURALDETAILSANDSTRUCTURAL NOTESPAGESFORMOREINFORMATION Do not cut, notch or drill flanges Do not support joist by top flange and/or web.cut holes near bearing supportDo not Minimum distance per Boise joist hole chart. LABEL LEGEND 1J1,2J1,ETC.-FLOORJOIST 100,200,300,400-FLOORTRUSS 500,600,700,800,900-ROOFTRUSS RJ1,RJ2,ETC.-ROOFJOIST 1B1,2B1,ETC.-FLUSHBEAM 1B1-DRP,2B1-DRP,ETC.-DROPPEDBEAM RB1,RB2,ETC.-ROOFBEAM H1,H2,ETC.-HANGER R1,R2,ETC.-RIMBOARD BLK1,BLK2,ETC.-BLOCKING LG1,LG2,ETC.-LEDGER P1,P2,ETC.-POSTDOWN -POSTUP CP1,CP2,ETC.-COLUMNCAP/PLATE BP1,BP2,ETC.-COLUMNBASE/PLATE HD1-DRP,ETC.-WINDOW/DOORHEADER THEMATERIALYOUHAVERECEIVEDHASBEENPRECUTANDISREADYTOINSTALL PLEASENOTETHEFOLLOWING: 1.THEI-JOISTSHAVEBEENCUTAN1/4"SHORTERTHANTHEACTUALLENGTHTOALLOWFORPLAY. 2.FLOORADHESIVEWILLBEPRE-APPLEDTOTHEI-JOISTTOPFLANGE. 3.THEPLOTIDTAGANDJOISTLENGTHSAREINKEDONTHEBOTTOMFLANGESOFTHEI-JOIST 4.THELVLMATERIALHASBEENCUTTOTHENEARESTFOOT. iPAD/iPHONE VIEWER DOWNLOAD EWP INSTALLATION GUIDES DESIGNEDBY:Roosevelt SUBMISSIONDATE:SCALE:1/4"=1'-0"REVISIONDESCRIPTIONDRAWINGSTATUS:APPROVAL SETCONTENT:CUSTOMER:PROJECT:NO.JOB#/ORDER#:/2110129seBYOFCHECKEDBY:THESEDOCUMENTSHAVEBEENPRODUCED FROMPLANSWITHALATESTDATEOF: 09/29/21--DRAWING#:DATE------ALLINFORMATIONNOTMARKED-UPONRETURNEDAPPROVALDOCUMENTSWILLBECONSIDEREDASFINALANDAPPROVEDTHE3DMODELISAGRAPHICALREPRESENTATIONONLY.BUILDERISRESPONSIBLETOENSURESTRUCTUREMEETSALLAPPLIEDBUILDINGCODES. Truss Connector Total List Manuf Product Qty MiTek MSH413 8 Products PlotID Length Product Plies Net Qty Fab Type 2B1-DRP 17' 0"1-3/4" x 11-1/4" VERSA-LAM® LVL 2.1E 3100 SP 2 2 MFD 2B1 16' 0"1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP 3 3 MFD 2B2-DRP 20' 0"2x8 SYP No.1 PT 2 2 MFD 2B2 16' 0"2x8 SYP No.1 PT 2 2 MFD 2B3 12' 0"2x8 SYP No.1 PT 2 4 MFD CJ1 12' 0"2x8 SPF No.2 1 11 MFD LG1 16' 0"2x8 SPF No.2 1 1 Other P1 7' 4"2x6 SPF No.2 3 6 MFD P2 10' 0"4x4 SYP No.1 PT 1 7 MFD P3 8' 0"4x4 SYP No.1 PT 1 13 MFD ! HD4-DRPHD8-DRP HD8-DRP HD6-DRPHD3-DRPHD3-DRPHD8-DRPHD6-DRPHD8-DRPHD2-DRPHD8-DRP HD3-DRPHD2-DRP HD6-DRP HD5-DRPHD8-DRP HD9-DRP HD9-DRP HD11-DRPHD12-DRPHD14-DRPHD13-DRP HD10-DRP HD15-DRPHD11-DRPHD6-DRPHD7-DRP P1 P1 P2P2P3 P2P2P3 P2 P2 P2 P3 P3 P3 P3P3 P3 P3P3 P3P3 P3 HD1-DRPHD6-DRP2B1-DRP2B1 2B3 2B22B3 2B2-DRP201203203203203205206203203LG1MSH413MSH413MSH413MSH413MSH413MSH413MSH413MSH413JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-2TZ JUS28-2TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-TZ JUS28-2TZ JUS28-2TZ 202(8) 204(8) 2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"1' 1 5/8"10 3/8"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0" 27' 4" 24' 0" 24' 0" 28' 7 1/8"23' 0 1/4"44' 0"23' 0 1/4"21' 5 3/4"16' 8"3' 11 3/4"16' 0" 4' 0 1/4"WALLAREASUMMARY-OPENINGS(0%WASTE) EXT.1STFLOORWALLS(1SIDE)1808.46SQ/FT INT.1STFLOORWALLS(2SIDES)12056.39 ft² SQ/FT THEMATERIALYOUHAVERECEIVEDHASBEENPRECUTANDISREADYTOINSTALL PLEASENOTETHEFOLLOWING: 1.THEI-JOISTSHAVEBEENCUTAN1/4"SHORTERTHANTHEACTUALLENGTHTOALLOWFORPLAY. 2.FLOORADHESIVEWILLBEPRE-APPLEDTOTHEI-JOISTTOPFLANGE. 3.THEPLOTIDTAGANDJOISTLENGTHSAREINKEDONTHEBOTTOMFLANGESOFTHEI-JOIST 4.THELVLMATERIALHASBEENCUTTOTHENEARESTFOOT. Do not cut, notch or drill flanges Do not support joist by top flange and/or web.cut holes near bearing supportDo not Minimum distance per Boise joist hole chart. REFERTOSTRUCTURALDETAILSANDSTRUCTURAL NOTESPAGESFORMOREINFORMATION LABEL LEGEND 1J1,2J1,ETC.-FLOORJOIST 100,200,300,400-FLOORTRUSS 500,600,700,800,900-ROOFTRUSS RJ1,RJ2,ETC.-ROOFJOIST 1B1,2B1,ETC.-FLUSHBEAM 1B1-DRP,2B1-DRP,ETC.-DROPPEDBEAM RB1,RB2,ETC.-ROOFBEAM H1,H2,ETC.-HANGER R1,R2,ETC.-RIMBOARD BLK1,BLK2,ETC.-BLOCKING LG1,LG2,ETC.-LEDGER P1,P2,ETC.-POSTDOWN -POSTUP CP1,CP2,ETC.-COLUMNCAP/PLATE BP1,BP2,ETC.-COLUMNBASE/PLATE HD1-DRP,ETC.-WINDOW/DOORHEADER iPAD/iPHONE VIEWER DOWNLOAD EWP INSTALLATION GUIDES DESIGNEDBY:Roosevelt SUBMISSIONDATE:SCALE:1/4"=1'-0"REVISIONDESCRIPTIONDRAWINGSTATUS:APPROVAL SETCONTENT:CUSTOMER:PROJECT:NO.JOB#/ORDER#:/2110129seBYOFCHECKEDBY:THESEDOCUMENTSHAVEBEENPRODUCED FROMPLANSWITHALATESTDATEOF: 09/29/21--DRAWING#:DATE------ALLINFORMATIONNOTMARKED-UPONRETURNEDAPPROVALDOCUMENTSWILLBECONSIDEREDASFINALANDAPPROVEDTHE3DMODELISAGRAPHICALREPRESENTATIONONLY.BUILDERISRESPONSIBLETOENSURESTRUCTUREMEETSALLAPPLIEDBUILDINGCODES. Hatch Legend 8' 0" TRUSS BEARING WALL AT 2ND FLOOR 9' 1 1/4" TRUSS BEARING WALL AT 1ST FLOOR 8' 7 1/4" TRUSS BEARING WALL AT GARAGE LEDGER HD2-DRP HD2-DRPHD4-DRPHD6-DRPHD2-DRP HD10-DRPHD11-DRPHD11-DRP HD11-DRPHD9-DRP HD9-DRPHD5-DRP HD3-DRPHD3-DRP HD3-DRP HD8-DRP HD8-DRP HD7-DRPHD1-DRPLG1 WALLAREASUMMARY-OPENINGS(0%WASTE) EXT.2NDFLOORWALLS(1SIDE)1808.46SQ/FT INT.2NDFLOORWALLS(2SIDES)12056.39 ft² SQ/FT REFERTOSTRUCTURALDETAILSANDSTRUCTURAL NOTESPAGESFORMOREINFORMATION LABEL LEGEND 1J1,2J1,ETC.-FLOORJOIST 100,200,300,400-FLOORTRUSS 500,600,700,800,900-ROOFTRUSS RJ1,RJ2,ETC.-ROOFJOIST 1B1,2B1,ETC.-FLUSHBEAM 1B1-DRP,2B1-DRP,ETC.-DROPPEDBEAM RB1,RB2,ETC.-ROOFBEAM H1,H2,ETC.-HANGER R1,R2,ETC.-RIMBOARD BLK1,BLK2,ETC.-BLOCKING LG1,LG2,ETC.-LEDGER P1,P2,ETC.-POSTDOWN -POSTUP CP1,CP2,ETC.-COLUMNCAP/PLATE BP1,BP2,ETC.-COLUMNBASE/PLATE HD1-DRP,ETC.-WINDOW/DOORHEADER Do not support joist by top flange and/or web.cut holes near bearing supportDo not Minimum distance per Boise joist hole chart. Do not cut, notch or drill flanges THEMATERIALYOUHAVERECEIVEDHASBEENPRECUTANDISREADYTOINSTALL PLEASENOTETHEFOLLOWING: 1.THEI-JOISTSHAVEBEENCUTAN1/4"SHORTERTHANTHEACTUALLENGTHTOALLOWFORPLAY. 2.FLOORADHESIVEWILLBEPRE-APPLEDTOTHEI-JOISTTOPFLANGE. 3.THEPLOTIDTAGANDJOISTLENGTHSAREINKEDONTHEBOTTOMFLANGESOFTHEI-JOIST 4.THELVLMATERIALHASBEENCUTTOTHENEARESTFOOT. iPAD/iPHONE VIEWER DOWNLOAD EWP INSTALLATION GUIDES DESIGNEDBY:Roosevelt SUBMISSIONDATE:SCALE:1/4"=1'-0"REVISIONDESCRIPTIONDRAWINGSTATUS:APPROVAL SETCONTENT:CUSTOMER:PROJECT:NO.JOB#/ORDER#:/2110129seBYOFCHECKEDBY:THESEDOCUMENTSHAVEBEENPRODUCED FROMPLANSWITHALATESTDATEOF: 09/29/21--DRAWING#:DATE------ALLINFORMATIONNOTMARKED-UPONRETURNEDAPPROVALDOCUMENTSWILLBECONSIDEREDASFINALANDAPPROVEDTHE3DMODELISAGRAPHICALREPRESENTATIONONLY.BUILDERISRESPONSIBLETOENSURESTRUCTUREMEETSALLAPPLIEDBUILDINGCODES. Truss Connector Total List Manuf Product Qty HUS26 21 MiTek One RT16A 12 MiTek One RT7A 34 123125123Name CalculationFasciaLines(LF)251 ftHipLines(LF)0 ftRakeLines(LF)173 ftRidgeLines(LF)0 ftRoofSheathing(Sqft)3413 ft²ValleyLines(LF)0 ft RoofEstimationSummary(0%waste) Hatch Legend 8' 0" TRUSS BEARING WALL AT 2ND FLOOR 9' 1 1/4" TRUSS BEARING WALL AT 1ST FLOOR 8' 7 1/4" TRUSS BEARING WALL AT GARAGE LEDGER LG1604606607609610611612613RJ1RJ1RJ1RJ1RJ1RJ1RJ1RJ1RJ1RJ1RJ2 RJ2 RJ2 RJ2 RJ2 RJ2 RJ2 RJ2 RJ2 RJ2 RJ2 RJ2 RJ2 RJ2 609HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26JUS210-TZ JUS210-TZ JUS210-TZ JUS210-TZ HUS210 JUS210-TZ JUS210-TZ JUS210-TZ JUS210-TZ JUS210-TZ JUS210-TZ JUS210-TZ JUS210-TZUndesigne d601(8) 602(13) 603(21) 605(11) 27' 4"16' 8"21' 5 3/4"23' 0 1/4"44' 0"23' 0 1/4"28' 7 1/8"24' 0" 24' 0" 11' 11 3/4"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0" 2' 0"2' 0"2' 1 1/2"1' 10 1/2"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 3' 4"3' 0" ROOFSUMMARY(0%WASTE) FASCIALINES(LF):251 ft HIPLINES(LF):0 ft RAKELINES(LF):173 ft RIDGELINES(LF):0 ft ROOFSHEATHING(SQ/FT):3413 ft² VALLEYLINES(LF):0 ft WALLAREASUMMARY-OPENINGS(0%WASTE) EXT.2NDFLOORWALLS(1SIDE)901.79SQ/FT INT.2NDFLOORWALLS(2SIDES)7170.62 ft² SQ/FT Do not cut, notch or drill flanges Do not support joist by top flange and/or web.cut holes near bearing supportDo not Minimum distance per Boise joist hole chart. REFERTOSTRUCTURALDETAILSANDSTRUCTURAL NOTESPAGESFORMOREINFORMATION LABEL LEGEND 1J1,2J1,ETC.-FLOORJOIST 100,200,300,400-FLOORTRUSS 500,600,700,800,900-ROOFTRUSS RJ1,RJ2,ETC.-ROOFJOIST 1B1,2B1,ETC.-FLUSHBEAM 1B1-DRP,2B1-DRP,ETC.-DROPPEDBEAM RB1,RB2,ETC.-ROOFBEAM H1,H2,ETC.-HANGER R1,R2,ETC.-RIMBOARD BLK1,BLK2,ETC.-BLOCKING LG1,LG2,ETC.-LEDGER P1,P2,ETC.-POSTDOWN -POSTUP CP1,CP2,ETC.-COLUMNCAP/PLATE BP1,BP2,ETC.-COLUMNBASE/PLATE HD1-DRP,ETC.-WINDOW/DOORHEADER iPAD/iPHONE VIEWER DOWNLOAD EWP INSTALLATION GUIDES DESIGNEDBY:Roosevelt SUBMISSIONDATE:SCALE:1/4"=1'-0"REVISIONDESCRIPTIONDRAWINGSTATUS:APPROVAL SETCONTENT:CUSTOMER:PROJECT:NO.JOB#/ORDER#:/2110129seBYOFCHECKEDBY:THESEDOCUMENTSHAVEBEENPRODUCED FROMPLANSWITHALATESTDATEOF: 09/29/21--DRAWING#:DATE------ALLINFORMATIONNOTMARKED-UPONRETURNEDAPPROVALDOCUMENTSWILLBECONSIDEREDASFINALANDAPPROVEDTHE3DMODELISAGRAPHICALREPRESENTATIONONLY.BUILDERISRESPONSIBLETOENSURESTRUCTUREMEETSALLAPPLIEDBUILDINGCODES. See Note a.1 1/2"Rim Board to Top Plates Per Nailing Schedule 1- 8d Nail at Top Flange 1- 8d Nail, One Side Only (Toe Nail on Both Sides When Using Rim Board For Blocking) Floor Sheathing Fastened to Blocking Per Nailing Schedule Rim Board Per Plan 1- 8d Toe Nail Each Face 1- 8d Nail at Bottom Flange FLOOR BRACING AT END WALLS NOTES: a. Additional rows of floor blocking may be required for high wind zone areas (Reference the floor framing plan for additional blocking requirements). b. Blocking and connections shall be provided at panel edges perpendicular to floor framing members in the first truss or joist space and shall be spaced at a maximum of 48" o.c. (See nailing schedule for nailing requirements). Floor Blocking 48" o.c. Max. (1st Joist Space) Sill Plates or Top Plates Boise I-Joist can be offset up to 3" to avoid vertical plumbing. Joist 3" max CL Joist 3" max CL OJ-A (see chart)Filler Block Contact Boise EWP Engineering for specific conditions. Connection valid for all applications. Nailing 12" OCWeb-Filler Connection Double BCI Joist®F58-B 6500s 1.8 90 2.0 60 2.0 Backer and Filler Block Dimensions Filler Block Thickness 3/4" or 7/8"5000s 1.8 6000s 1.8 wood panels BCI Joist Series ® Thickness Backer Block wood panels wood panels wood panels 1-1/8" or two 1/2" 2 x __ lumber 1-1/8" or two 1/2" 1-1/8" or two 1/2" Two 3/4" wood panels or 2 x __ 2 x __ + 5/8" or 3/4" wood panel 2 x __ + 5/8" or 3/4" wood panel 2 x __ + 5/8" or 3/4" wood panel Double 2 x __ lumber Series Depth Filler Block Nailing Pattern AJS-10 9 1/2" 2 x 6 + 5/8" Plywood 11 7/8" 2 rows each side 3-1/2" 16d nails @ 10" o.c., staggered & clinched 14", 16" Notes: 1) Filler block is required between AJS’s for the full length of span. 2) Leave 1/8” gap between top of filler block and bottom of top flange. For top loaded conditions only. For side loaded conditions, consult the Boise Cascade Installation Guide FILLER BLOCK AJS-20 2 x 8 + 5/8" Plywood 2 x 10 + 5/8" Plywood AJS-25 9 1/2" 11 7/8" 14", 16" 2 - 2 x 6 2 - 2 x 8 2 - 2 x 10 3 rows each side 3-1/2" 16d nails @ 10" o.c., staggered & clinched 2 rows each side 3-1/2" 16d nails @ 10" o.c., staggered & clinched 3 rows each side 3-1/2" 16d nails @ 10" o.c., staggered & clinched AJS-5 AJS-140 TYPICAL LVL HEADER BEARING 1-3/4" MIN. Do not cut, notch or drill flanges Do not support joist by top flange and/or web.cut holes near bearing supportDo not Minimum distance per Boise joist hole chart. MethodPFG-IntermittentPortalFrameatGarageDoorOpeningsinSDCA,BandC LABEL LEGEND 1J1,2J1,ETC.-FLOORJOIST 100,200,300,400-FLOORTRUSS 500,600,700,800,900-ROOFTRUSS RJ1,RJ2,ETC.-ROOFJOIST 1B1,2B1,ETC.-FLUSHBEAM 1B1-DRP,2B1-DRP,ETC.-DROPPEDBEAM RB1,RB2,ETC.-ROOFBEAM H1,H2,ETC.-HANGER R1,R2,ETC.-RIMBOARD BLK1,BLK2,ETC.-BLOCKING LG1,LG2,ETC.-LEDGER P1,P2,ETC.-POSTDOWN -POSTUP CP1,CP2,ETC.-COLUMNCAP/PLATE BP1,BP2,ETC.-COLUMNBASE/PLATE HD1-DRP,ETC.-WINDOW/DOORHEADER TYPICALEND COLUMNCAP (KECCQ) NOTE:A.COLUMNCAPSHALLBEFASTENEDTOCOLUMNANDBEAMASRECOMMENDBYMANUFACURER.B.DONOTEXCEEEDCOLUMNSANDCAPSALLOWEBLELOADS.SEEMANUFACTURER'SCATALOGFOR MOREINFORMATION TYPICALCENTER COLUMNCAP (KCCQ) NOTE:A.COLUMNCAPSHALLBEFASTENED TOCOLUMNANDBEAMASRECOMMENDBYMANUFACURER.B.DONOTEXCEEEDCOLUMNSAND CAPSALLOWEBLELOADS.SEEMANUFACTURER'SCATALOGFORMOREINFORMATION iPAD/iPHONE VIEWER DOWNLOAD EWP INSTALLATION GUIDES DESIGNEDBY:Roosevelt SUBMISSIONDATE:SCALE:1/4"=1'-0"REVISIONDESCRIPTIONDRAWINGSTATUS:APPROVAL SETCONTENT:CUSTOMER:PROJECT:NO.JOB#/ORDER#:/2110129seBYOFCHECKEDBY:THESEDOCUMENTSHAVEBEENPRODUCED FROMPLANSWITHALATESTDATEOF: 09/29/21--DRAWING#:DATE------ALLINFORMATIONNOTMARKED-UPONRETURNEDAPPROVALDOCUMENTSWILLBECONSIDEREDASFINALANDAPPROVEDTHE3DMODELISAGRAPHICALREPRESENTATIONONLY.BUILDERISRESPONSIBLETOENSURESTRUCTUREMEETSALLAPPLIEDBUILDINGCODES.12"O.C.STAGGERED (BOTHSIDESOFBEAM)3 12"O.C.STAGGERED SCREWS MULTI-PLYLVLCONNECTORSCHEDULE SCREWPATTERN 5"WSWH5 NAILS (SCREWSAREREQUIREDFOR4-PLYBEAMS) PLYS 2 24"O.C.ONESIDE NAILINGPATTERN 6-3/4"FL634M 3-3/8"WSWH338 4 16dSINKER 16dSINKER 24"O.C.ONESIDE 24"O.C.ONESIDE ENGINEERED WOOD PRODUCTS SPECIAL NOTES: 1.All2and3-plyLVLbeamsshallbenailedtogetherwith16dsinker nails,unlessnotedotherwiseonthisplan.seenailingschedule foradditionalconnectioninfo. 2.All4-plyLVLbeamsshallbescrewedtogetherwith USPFL634Mwoodscrews.Patternandspacing asnotedontheplans 3.Joistsmaybemovedupto3"ineitherdirectiontoaccommodate plumbingand/oranyotherconstructionpractice. 4.Seefoundationplanforcolumn&footinglocations. 5.Allbeamsaretobefullysupportedateachendwithaminimumof (3)2x4spf#2or(3)2x6spf#2studsunlessotherwisenotedwithin theseframingplans. 6.Inputjoistbelowallnon-bearingwallsover8'inlengthunless notedotherwise. 7.Window&doorheadersareshippedin14'lengthsorlonger. themateriallistshowstheactuallengthtonearestfoot. 4x2 WOOD FLOOR TRUSS NOTES: 1.Trussesspacedat24"O.C.unlessnotedotherwise. 2.Non-manufacturedcomponentsmaybeshownonthisdiagramasanaidtothe framer.Designresponsibilityisacceptedonlyforthoseindividualcomponents whosesealedengineeringaccompaniesthisdiagram. 3.2x6Strongbackbracesarerecommendedorrequiredasindicatedonindividual trussdesigns.RefertodetailsheetXX-25forfurtherdetails. 4.Trusseshavebeenshortened1/8"ateachendtobetteraccommodate manufacturing,materialandfieldtolerances. METAL PLATE CONNECTED WOOD TRUSSES 1.LateralRestraint(Bracing)requirementsshownonindividualtrussdesignsareforthelateralsupportofindividual trussmembersonly.Temporarybracingtoinsurestabilityofthetrussesduringconstructionistheresponsibilityofthe trusserector. 2.Reference"BuildingComponentSafetyInformationBCSI2006GuidetoGoodPracticeforHandling,Installing RestrainingandBracingofMetalPlateConnectedWoodTrusses"availablefromtheStructuralBuildingComponent Association(SBCA)www.scindustry.comandtheNationalDesignStandardforMetalPlateConnectedWoodTruss ConstructionANSI/TPI1. 3.Unlesscontractedotherwise,ReliableTruss&Componentsscopeoftrussengineeringanddesignisinstrict accordancewithStandardDesignresponsibilitiesshowninANSI/TPI1. 4.Carefullyreviewindividualtrussdesignsandtrussdetailsheetsforimportantadditionaldesignandinstallation information. 5.Donotstackconstructionmaterialsonfloororrooftrussesthatinduceloadingonthetrussesgreaterthandesignated loads. 6.UndernocircumstancesshalltrussesbecutoralteredinanywaywithoutpriorwrittenauthorizationfromReliable Truss&Components. 7.Contractororbuildingdesignerisresponsibletoassurethatfoundationsareadequatetosupporttheloadsimposed bythetrusses. 8.Camberisnotastructuralconsideration.Buildingdesignerisresponsibleforaccommodatingtrussdeflectioninthe structure. 9.Dimensionsshownaretofaceofstud/bearingandfaceoftruss 10.FastentrusstobearingswithoneUSPRT7Aconnectoreachunlessnotedotherwiseonthisdrawing. 11.Applyroofsheathingtosupportingtrussespriortosettingvalleytrussesu.n.o. 12.Overframingmusttransferloadsuniformlytosupportingtrussesbelow.Trusseshavenotbeendesignedfor concentratedloads. 13.Warning:Somehangersandupliftconnectorscannotbeproperlyinstalledaftersettingthetrussesand/orsheathing theroof. 14.Trusstotruss,trusstobeamandupliftconnectosshownonthisplacementdiagramtakeprecedenceoverthosethat maybespecifiedonindividualcomponentdesigns.Connectorsshownhereinmeetorexceedthoseindicatedonthe individualdesignsforthespecificapplication. 15.Non-manufacturedcomponentsmaybeshownonthisdiagramasanaidtothe framer.Designresponsibilityisacceptedonlyforthoseindividualcomponents whosesealedengineeringaccompaniesthisdiagram. NON-SLEEPINGROOMS:............40PSF SLEEPINGROOMS:.....................40PSF ATTICS:.........................................20PSF WALK-UPATTICS:.......................30PSF CEILINGS,EAVES,ETC.:............10PSF DECKS,BALCONIES,ETC.:........60PSF ROOFSNOWLOAD:....................XXPSF ROOFTRUSSTCLL:...................XXPSF ROOFTRUSSWINDLOAD:........XXXMPH DESIGN LIVE LOADS Constructionistoconformtoinformationpresentedonthese layouts.Anydeviationsfromtheselayoutsmustbeapproved inwritingbyNationalorReliableTruss&Components' licensedStructuralEngineerpriortobeingimplemented. Changesmadewithoutsuchauthorizationaretheresposibility ofthecustomer.Itistheresponsibilityofthecustomerto engagetheservicesofanindependentStructuralEngineerto validateanysuchchanges. GENERAL FRAMING NOTES: 1.All2xframingshownasanaidtotheframerforproperinsallationofrooftrusses,engineeredwoodproducts,steeland anyotherproductsdesignedbyNationalorReliableTruss&Components.Builder,framerand/orproffesionalonrecord isresponsibletoensurethatall2xmaterialisinstalledtoconformwithallapplicablebuildingcodes. 2.Layouts/placementplansareprovidedasaguidetotheinstallationofmetalplateconnectedwoodtrusses, engineeredlumberproducts,lightgagesteeltrusses,structuralsteeland/orpanelizedwallsusedasframingcomponents. Layoutsshallbeusedinconjuctionwithstructuraldrawingsanddetails.Refertostructuraldrawingsforallblocking, connectionsandmisc.framingnotshowononthesedocuments.Structuraldrawingstakeprecedenceincaseof discrepancies. 3.Thisplacementdiagramrepresentsourbestinterpretationofthebuildingdocumentsandmaterialsupplieragreement withourcustomer.Contractorandbuildingdesignershouldcoordinatethisplanwiththebuildingdocumentsincluding plumbing,electricalmechanicalandfiresafety. 4.Structuralcomponentshavebeendesignedattherequestandspecificationofthecustomerasanindividualbuilding componentinaverticalplantobeincorporatedintothebuildingdesignatthespecificationofthebuildingdesigner. 5.Alldimensionsshouldbeverifiedinfieldpriortocomponenterection. 6.ReliableTruss&Nationalwillnotacceptanybackchargesforrepairsormodificationswithoutnotificationpriorto workbeingdoneandwithoutreasonableopportunitytoreviewtheproblem.Backchargesmustbeagreeduponbyall partiespriortoworkbeingdone. Do not cut, notch or drill flanges Do not support joist by top flange and/or web.cut holes near bearing supportDo not Minimum distance per Boise joist hole chart. CRITICAL WARNING DESIGNNOTES [01]NOTETOFRAMER:pleasebeawaretheframingprogramusedtogeneratethisdrawingwillsometimesoverlap structuralmemberlabelsontopofeachother.Ifyouareunabletoreadand/orunderstandamember'slabel, pleasecallNational'sengineeringdepartmentat(508)339-8020. [02]Thefloorsystemonthisplanwasengineeredwiththestandarddesignloadvaluesfromthelocalbuildingcode ineffectatthetimeofthe"submission"dateshownonthisdocument (orasshownwithintheplans).Anyadditionalloads(i.e.Granitecountertops,ceramictile,etc...)thatarenot specifiedwithintheengineeringcalculationsorplansmayrequirere-engineeringofstructuralmember(s)by NationalLumber'sengineeringdepartment. [03]Nationalwillmeetorexceedanystructuralmembers(i.e.joists,beamsandsupportingmembers) designedbyanoutsideArchitectorEngineerasshownontheconstructiondocuments. [04]Referenceengineeredwoodproducts(i.e.I-joists,LVL's,rimboard,versa-lamcolumns,etc...)manufacturer's specifierguideand/orinstallationguide(providedbyNationalLumberattimeofdelivery)foradditionalinstallation details,tablesand/orrecommendations.IfoneisnotavailablepleasecallNational'sEngineered WoodProductsdepartmentat(508)339-8020foracopy. [05]2XFRAMINGNOTE:TheconventionalframingrepresentedonthislayoutisbasedontheArchitect's/Engineer's plansandisshownmerelyasaguidefortheframertolocateproperinstallationofframingmaterialassupplied byNationalLumber.TheGeneralContractor/Frameraretofollowalllocalandstatebuildingcodeswhenframing. LABEL LEGEND 1J1,2J1,ETC.-FLOORJOIST 100,200,300,400-FLOORTRUSS 500,600,700,800,900-ROOFTRUSS RJ1,RJ2,ETC.-ROOFJOIST 1B1,2B1,ETC.-FLUSHBEAM 1B1-DRP,2B1-DRP,ETC.-DROPPEDBEAM RB1,RB2,ETC.-ROOFBEAM H1,H2,ETC.-HANGER R1,R2,ETC.-RIMBOARD BLK1,BLK2,ETC.-BLOCKING LG1,LG2,ETC.-LEDGER P1,P2,ETC.-POSTDOWN -POSTUP CP1,CP2,ETC.-COLUMNCAP/PLATE BP1,BP2,ETC.-COLUMNBASE/PLATE HD1-DRP,ETC.-WINDOW/DOORHEADER ALLINFORMATIONNOTMARKED-UPONRETURNEDAPPROVALDOCUMENTSWILLBECONSIDEREDASFINALANDAPPROVEDiPAD/iPHONE VIEWER DOWNLOAD EWP INSTALLATION GUIDES DESIGNEDBY:Roosevelt SUBMISSIONDATE:SCALE:1/4"=1'-0"THE3DMODELISAGRAPHICALREPRESENTATIONONLY.BUILDERISRESPONSIBLETOENSURESTRUCTUREMEETSALLAPPLIEDBUILDINGCODES.REVISIONDESCRIPTIONDRAWINGSTATUS:APPROVAL SETCONTENT:CUSTOMER:PROJECT:NO.JOB#/ORDER#:/2110129seBYOFCHECKEDBY:THESEDOCUMENTSHAVEBEENPRODUCED FROMPLANSWITHALATESTDATEOF: 09/29/21--DRAWING#:DATE------