31A-331 16-1280 LAYOUTLL15'-0"23'-0"11'-6"24'-0"99'-0"3'-2"31'-2"16'-0"5'-0"4'-0"4'-6"10'-4"25'-6"6'-2"J4J4 16'11.875 OJ-314 @16"J4J5J5 18'11.875 OJ-315 @16"J7J7 4'11.875 NI-40X @16"J7J6J7J7J3J3 12'11.875 OJ-314 @16"J2J2 6'11.875 OJ-314 @16"J2J2J4 16'11.875 OJ-314 @16"J7J7J2J8J8RimboardRimboardRimboardRimboardRimboardRimboardRimboardRimboardRimboardRimboardRimboardRimboardRimboardRimboardRimboardRimboardContinuous Strongback 2 X 6Continuous Strongback 2 X 6Continuous Strongback 2 X 6Continuous Strongback 2 X 6G3G5G4§§G6§G1§G2G7G1§G1§§§§§§§§§§§C2C4C6C5C7C3Start Joist RunLAYOUT
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E 16-1280See your local building code in effect for minimal bottom chord bracing.ReinforcementFor reinforcement please refer to the calculation sheetsJOIST SCHEDULELABEL QTY DESCRIPTIONPLIES R/LENJ6 2 NI-40X 11.8751 6'J7 15 NI-40X 11.8751 4'Total length: 72'J8 2 OJ-314 11.8751 8'J2 16 OJ-314 11.8751 6'J3 18 OJ-314 11.8751 12'J4 46 OJ-314 11.8751 16'Total length: 1064'J5 27 OJ-315 11.8751 18'Total length: 486'RIM BOARD SCHEDULEQTY DESCRIPTIONR/LEN18x12' board(s) APA Rimboard 11.875 / 1.125 216FOR QUOTE ONLY! NOT FOR CONSTRUCTION!LVL SCHEDULELABEL QTY DESCRIPTION PLIES R/LENG5 1 PW LVL-2.0E 1.75 X 11.875 2 28'G6 1 PW LVL-2.0E 1.75 X 11.875 3 36'G7 1 PW LVL-2.0E 1.75 X 11.875 2 4'G4 1 PW LVL-2.0E 1.75 X 11.875 2 24'G1 3 PW LVL-2.0E 1.75 X 11.875 2 12'G2 1 PW LVL-2.0E 1.75 X 11.875 3 16'G3 1 PW LVL-2.0E 1.75 X 11.875 2 6'Total length: 352'ENGINEERINGDesign Method ASDFloor LoadsLive40 PSFDead15 PSFConstruction 0 PSFFloor DeflectionLL Girder L/360LL JoistL/480DL Girder L/360DL Joist L/360TL Girder L/240TL JoistL/240Floor Deck and VibrationDeck: 3/4" OSB, Nailed & GluedCeiling: NoneStrapping: no strappingPROJECT/JOB NUMBER16-1280CUSTOMER NAMECREATED DATE8/16/2016 12:55:37 PMDRAWN BYJOB NAMEHANGER SCHEDULELVL/JOIST QTY DESCRIPTIONG6 1 CUSTOMG7 2 CUSTOMG1 3 CUSTOMG3 1 CUSTOMJ4 59 Simpson IUS2.56/11.88 11.875J5 26 Simpson IUS2.56/11.88 11.875J2 11 Simpson IUS2.56/11.88 11.875J3 32 Simpson IUS2.56/11.88 11.875J7 12 Simpson MIU2.56/9 11.875J6 4 Simpson MIU2.56/9 11.875Continuous StrongbackDESCRIPTIONTOT. LIN. FT.Continuous Strongback 2 X 6117WARNING FOR A PROPER INSTALLATION(TOP AND BOTTOM)Please refer to the stamp on the joist to install them in the right positionOPEN JOIST TRIFORCE® and OPEN JOIST 2000® are in accordance with ICC 2009 and NDS-2010. OPEN JOIST TRIFORCE® and OPEN JOIST 2000® have been evaluated by ICC (report # ESR-2999) & (report # ESR-1035) and are quality controlled by a qualified third party agency. Parts are joined together with phenol-resorcinol adhesives. Lumber used for diagonal and vertical web members is visually graded in-plant as per quality control manual. A sub-floor must be attached to the top chord member according to the building code. If specified, strong backs must be of dry lumber and attached to the joists, according to current practice. Required bearing length must be determined for each application based on specifications by the manufacturer and must never be less than 1.5 inches. OPEN JOIST 2000® must be used under dry conditions. Refer to the specifications by the manufacturer for details of installationNOTES1. THIS JOIST PLACEMENT GUIDE IS FOR "TRIFORCE" PRODUCTS ONLY.2. THIS JOIST PLACEMENT GUIDE SHOULD BE REVIEWED BY THE ARCHITECT, ENGINEER OF RECORD OR BUILDER TO ENSURE THAT NO ADDITIONAL ROOF LOADS WILL BE TRANSFERRED ONTO THE FLOOR SYSTEM AND THAT THE FOUNDATION DESIGN ACCOUNTS FOR ALL LOADS.3. THIS JOIST PLACMENT GUIDE IS PROVIDED FOR THE SOLE PURPOSE OF MATERIAL REFERENCE ONLY. THE BUILDING DESIGNER AND/OR PROJECT COORDINATOR IS THE PROJECTS SOLE REPSONSIBLE PARTY AND ALL SPANS, LOCATIONS, LOADING FOR JOISTS, BEAMS, LENGTHS AND QUANTITIES SHOULD BE VERIFIED PRIOR TO ORDERING.4.THIS JOIST PLACEMENT GUIDE MAY HAVE BEEN DESIGNED WITH OR WITHOUT FULL STRUCTURAL PLANS AND SHOULD BE REVIEWED BY THE ARCHITECT AND/OR THE ENGINEER OF RECORD TO ENSURE STRUCTURAL INTEGRITY. "TRIFORCE" CAN NOT BE REPSPONSIBLE FOR FIELD FRAMING AND BRACING LOCATIONS NOT SPECIFIED ON THE ORIGINAL PLANS. THE PROJECTS SOLE RESPONSIBLE PARTY IS TO TRANSFER ALL ROOF LOADS TO FOUNDATIONS.5.ALL "TRIFORCE" PRODUCTS DETAILS APPLY TO ALL REVELANT OCCURENCES WHETHER OR NOT THEY ARE SPECIFICALLY INDICATED ON THE PLACEMENT GUIDE.6. CONTRACTOR TO COORDINATE WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS FOR THE LOCATIONS AND SIZES OF FLOOR/ROOF OPENINGS, WHICH WILL AFFECT THE LOCATION OF JOISTS AND BEAMS.7. CONTRACTOR TO ADVISE "MANUFACTURERS" OF ANY MODIFICATIONS AND/OR CHANGES TO THIS JOIST AND BEAM PLACEMENT GUIDE.8. JOISTS SHALL BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION.9. DO NOT CUT, DRILL, OR NOTCH THE TOP OR BOTTOM CHORD OF THE JOISTS.10. DO NOT CUT, DRILL, OR NOTCH BEAMS.11.FIELD BRACING IS NOT THE RESPONSIBILITY OF THE "TRIFORCE" FABRICATOR, SUPPLIER, OR DESIGNER. FIELD PERSONEL ERECTING JOISTS ARE CAUTIONED TO SEEK PROFFESIONAL ADVICE REGARDING TEMPORARY ERECTION BRACING WHICH IS "ALWAYS REQUIRED" TO PREVENT TOPPLING AND DOMINOING IN SPECIFIC APPLICATIONS.12. WHERE NO DIRECT TOP CHORD SHEATHING IS DIRECTLY APPLIED, JOISTS MUST BE BRACED AT 2'-0" O.C. MAXIMUM. WHERE NO BOTTOM CHORD SHEATHING IS DIRECTLY APPLIED, JOISTS MUST BE BRACED AT 10'-0" O.C. MAXIMUM.13. ALL JOISTS AND LVL BEAMS MUST BE USED IN A DRY ENVIROMENT AND PROTECTED FROM MOISTURE.14. JOISTS MUST BE HANDLED WITH EXTREME CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. REFER TO JOIST ENGINEERING FOR CONNECTION AND BRACING REQUIRMENTS. THESE CALCULATIONS ARE SUPPLIED FOR THE ENGINEER OF RECORD TO ADEQUATELY PROVIDE FOR CONNECTION AND INTEGRATION OF THE ROOF ASSEMBLY TO THE SUPPORTING STRUCTURE. DESIGNERS OF SUPPORTING CONNECTIONS ARE "SOLEY" RESPONSIBLE FOR THE INTEGRITY OF THEIR PRODUCT(S).15. ALL JOIST AND BEAMS MUST HAVE FULL BEARING CONTACT IN HANGERS. ALL JOIST AND LVL HANGERS TO BE FASTENED AS PER "SIMPSON STRONG TIE" SPECIFICATIONS FOR MAXIMUM RESISTANCE.16. WHEN TILE IS INSTALLED AS AN OPTION ON SECOND STORY APPLICATIONS. A L/600 DEFLECTION CRITERIA OR 16" ON CENTER SPACING WILL BE NECESSARY TO MAINTAIN TILE WARRANTY.17.WHERE BEAMS ARE NOT THE SAME DEPTH AS THE JOISTS, LOCATE THE BEAM AT THE SAME ELEVATION AS THE TOP OF THE JOISTS. BUILD UP WALL AT BEARING POINTS OR BUILD UP BEAM WITH A COMBINATION OF 2X'S AND PLYWOOD.18. THE FOLLOWING PRODUCT EVALUATIONS, ISSUED FOR "TRIFORCE" ARERECOGNIZED BY BOCA, IBC, IRC, SBC, AND UBCREPORT NO. ESR-2999"TRIFORCE" IS A MEMBER OF THE WOOD TRUSS COUNCIL OF AMERICATHIRD PARTY CERTIFICATION: INTERTEK TESTING SERVICES, WHICH USES THE WARNOCK HERSEY CERTIFICATION MARK FOR ENGINEERED WOOD PRODUCTS IS THE INDEPENDENT EVALUATION/TESTING AGENCY FOR CERTIFICATION OF "TRIFORCE" MANUFACTURING PROCESS.19. WHEN SPECIFIC GRAVITY (DENSITY) IN SEISMIC ZONES IS SPECIFIED .05, SPF 2400 MSR WILL NEED TO BE SPECIFIED FOR ALL LENGTHS. PLEASE VERIFY WITH ENGINEER OF RECORD AND/OR LOCAL MUNICIPALITY.20. MINIMUM BEAM SPECIFICATIONS FOR SUBSTITUTION SHOULD BE AS FOLLOWS MOE-2.0E6 PSI, FB 2800 PSI, AND FV 285 PSI. VERIFY WITH ENGINEER OF RECORD FOR VARIANCE.21.ALL INTERIOR WALLS ARE ASSUMED TO BE NON LOAD BEARING UNLESS NOTED OTHERWISE. ALL LOADS ARE ASSUMED TO BE TRANSFERRED TO WALLS OR COLUMNS THAT STACK ALL THE WAY DOWN TO THE FOUNDATION. IF THIS IS NOT THE CASE, ADDITIONAL MATERIAL WILL BE REQUIRED!!!22. JOIST PLACEMENT GUIDES AND ENGINEERING MAY NOT BE REPRODUCED IN PART OR IN FULL UNDER ANY CIRCUMSTANCES.FLOOR/LEVEL NAME1st LevelQuickTools 5.4.1211.0
23'-0"24'-0"31'-2"5'-0"6'-2"4'-6"11'-6"3'-2"10'-4"29'-6"5'-0"16'-0"99'-0"J9J11 24'16 OJ-415 @16"J11J10J10RimboardRimboardRimboardRimboardRimboardRimboardH1H1Continuous Strongback 2 X 6Continuous Strongback 2 X 6Start Joist RunNOTES1. THIS JOIST PLACEMENT GUIDE IS FOR "TRIFORCE" PRODUCTS ONLY.2. THIS JOIST PLACEMENT GUIDE SHOULD BE REVIEWED BY THE ARCHITECT, ENGINEER OF RECORD OR BUILDER TO ENSURE THAT NO ADDITIONAL ROOF LOADS WILL BE TRANSFERRED ONTO THE FLOOR SYSTEM AND THAT THE FOUNDATION DESIGN ACCOUNTS FOR ALL LOADS.3. THIS JOIST PLACMENT GUIDE IS PROVIDED FOR THE SOLE PURPOSE OF MATERIAL REFERENCE ONLY. THE BUILDING DESIGNER AND/OR PROJECT COORDINATOR IS THE PROJECTS SOLE REPSONSIBLE PARTY AND ALL SPANS, LOCATIONS, LOADING FOR JOISTS, BEAMS, LENGTHS AND QUANTITIES SHOULD BE VERIFIED PRIOR TO ORDERING.4.THIS JOIST PLACEMENT GUIDE MAY HAVE BEEN DESIGNED WITH OR WITHOUT FULL STRUCTURAL PLANS AND SHOULD BE REVIEWED BY THE ARCHITECT AND/OR THE ENGINEER OF RECORD TO ENSURE STRUCTURAL INTEGRITY. "TRIFORCE" CAN NOT BE REPSPONSIBLE FOR FIELD FRAMING AND BRACING LOCATIONS NOT SPECIFIED ON THE ORIGINAL PLANS. THE PROJECTS SOLE RESPONSIBLE PARTY IS TO TRANSFER ALL ROOF LOADS TO FOUNDATIONS.5.ALL "TRIFORCE" PRODUCTS DETAILS APPLY TO ALL REVELANT OCCURENCES WHETHER OR NOT THEY ARE SPECIFICALLY INDICATED ON THE PLACEMENT GUIDE.6. CONTRACTOR TO COORDINATE WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS FOR THE LOCATIONS AND SIZES OF FLOOR/ROOF OPENINGS, WHICH WILL AFFECT THE LOCATION OF JOISTS AND BEAMS.7. CONTRACTOR TO ADVISE "MANUFACTURERS" OF ANY MODIFICATIONS AND/OR CHANGES TO THIS JOIST AND BEAM PLACEMENT GUIDE.8. JOISTS SHALL BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION.9. DO NOT CUT, DRILL, OR NOTCH THE TOP OR BOTTOM CHORD OF THE JOISTS.10. DO NOT CUT, DRILL, OR NOTCH BEAMS.11.FIELD BRACING IS NOT THE RESPONSIBILITY OF THE "TRIFORCE" FABRICATOR, SUPPLIER, OR DESIGNER. FIELD PERSONEL ERECTING JOISTS ARE CAUTIONED TO SEEK PROFFESIONAL ADVICE REGARDING TEMPORARY ERECTION BRACING WHICH IS "ALWAYS REQUIRED" TO PREVENT TOPPLING AND DOMINOING IN SPECIFIC APPLICATIONS.12. WHERE NO DIRECT TOP CHORD SHEATHING IS DIRECTLY APPLIED, JOISTS MUST BE BRACED AT 2'-0" O.C. MAXIMUM. WHERE NO BOTTOM CHORD SHEATHING IS DIRECTLY APPLIED, JOISTS MUST BE BRACED AT 10'-0" O.C. MAXIMUM.13. ALL JOISTS AND LVL BEAMS MUST BE USED IN A DRY ENVIROMENT AND PROTECTED FROM MOISTURE.14. JOISTS MUST BE HANDLED WITH EXTREME CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. REFER TO JOIST ENGINEERING FOR CONNECTION AND BRACING REQUIRMENTS. THESE CALCULATIONS ARE SUPPLIED FOR THE ENGINEER OF RECORD TO ADEQUATELY PROVIDE FOR CONNECTION AND INTEGRATION OF THE ROOF ASSEMBLY TO THE SUPPORTING STRUCTURE. DESIGNERS OF SUPPORTING CONNECTIONS ARE "SOLEY" RESPONSIBLE FOR THE INTEGRITY OF THEIR PRODUCT(S).15. ALL JOIST AND BEAMS MUST HAVE FULL BEARING CONTACT IN HANGERS. ALL JOIST AND LVL HANGERS TO BE FASTENED AS PER "SIMPSON STRONG TIE" SPECIFICATIONS FOR MAXIMUM RESISTANCE.16. WHEN TILE IS INSTALLED AS AN OPTION ON SECOND STORY APPLICATIONS. A L/600 DEFLECTION CRITERIA OR 16" ON CENTER SPACING WILL BE NECESSARY TO MAINTAIN TILE WARRANTY.17.WHERE BEAMS ARE NOT THE SAME DEPTH AS THE JOISTS, LOCATE THE BEAM AT THE SAME ELEVATION AS THE TOP OF THE JOISTS. BUILD UP WALL AT BEARING POINTS OR BUILD UP BEAM WITH A COMBINATION OF 2X'S AND PLYWOOD.18. THE FOLLOWING PRODUCT EVALUATIONS, ISSUED FOR "TRIFORCE" ARERECOGNIZED BY BOCA, IBC, IRC, SBC, AND UBCREPORT NO. ESR-2999"TRIFORCE" IS A MEMBER OF THE WOOD TRUSS COUNCIL OF AMERICATHIRD PARTY CERTIFICATION: INTERTEK TESTING SERVICES, WHICH USES THE WARNOCK HERSEY CERTIFICATION MARK FOR ENGINEERED WOOD PRODUCTS IS THE INDEPENDENT EVALUATION/TESTING AGENCY FOR CERTIFICATION OF "TRIFORCE" MANUFACTURING PROCESS.19. WHEN SPECIFIC GRAVITY (DENSITY) IN SEISMIC ZONES IS SPECIFIED .05, SPF 2400 MSR WILL NEED TO BE SPECIFIED FOR ALL LENGTHS. PLEASE VERIFY WITH ENGINEER OF RECORD AND/OR LOCAL MUNICIPALITY.20. MINIMUM BEAM SPECIFICATIONS FOR SUBSTITUTION SHOULD BE AS FOLLOWS MOE-2.0E6 PSI, FB 2800 PSI, AND FV 285 PSI. VERIFY WITH ENGINEER OF RECORD FOR VARIANCE.21.ALL INTERIOR WALLS ARE ASSUMED TO BE NON LOAD BEARING UNLESS NOTED OTHERWISE. ALL LOADS ARE ASSUMED TO BE TRANSFERRED TO WALLS OR COLUMNS THAT STACK ALL THE WAY DOWN TO THE FOUNDATION. IF THIS IS NOT THE CASE, ADDITIONAL MATERIAL WILL BE REQUIRED!!!22. JOIST PLACEMENT GUIDES AND ENGINEERING MAY NOT BE REPRODUCED IN PART OR IN FULL UNDER ANY CIRCUMSTANCES.OPEN JOIST TRIFORCE® and OPEN JOIST 2000® are in accordance with ICC 2009 and NDS-2010. OPEN JOIST TRIFORCE® and OPEN JOIST 2000® have been evaluated by ICC (report # ESR-2999) & (report # ESR-1035) and are quality controlled by a qualified third party agency. Parts are joined together with phenol-resorcinol adhesives. Lumber used for diagonal and vertical web members is visually graded in-plant as per quality control manual. A sub-floor must be attached to the top chord member according to the building code. If specified, strong backs must be of dry lumber and attached to the joists, according to current practice. Required bearing length must be determined for each application based on specifications by the manufacturer and must never be less than 1.5 inches. OPEN JOIST 2000® must be used under dry conditions. Refer to the specifications by the manufacturer for details of installationContinuous StrongbackDESCRIPTIONTOT. LIN. FT.Continuous Strongback 2 X 661WARNING FOR A PROPER INSTALLATION(TOP AND BOTTOM)Please refer to the stamp on the joist to install them in the right positionFLOOR/LEVEL NAME2nd LevelPROJECT/JOB NUMBER16-1280CUSTOMER NAMECREATED DATE8/16/2016 12:55:37 PMDRAWN BYJOB NAMEJOIST SCHEDULELABEL QTY DESCRIPTIONPLIES R/LENJ9 1 OJ-314 161 8'Total length: 8'J10 2 OJ-315 161 18'Total length: 36'J11 23 OJ-415 161 24'Total length: 552'RIM BOARD SCHEDULEQTY DESCRIPTIONR/LEN10x12' board(s) APA Rimboard 16 / 1.125 120FOR QUOTE ONLY! NOT FOR CONSTRUCTION!ReinforcementFor reinforcement please refer to the calculation sheetsLAYOUT
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E 16-1280See your local building code in effect for minimal bottom chord bracing.ENGINEERINGDesign Method ASDFloor LoadsLive40 PSFDead15 PSFConstruction 0 PSFFloor DeflectionLL Girder L/360LL JoistL/480DL Girder L/360DL Joist L/360TL Girder L/240TL JoistL/240Floor Deck and VibrationDeck: 3/4" OSB, Nailed & GluedCeiling: NoneStrapping: no strappingLVL SCHEDULELABEL QTY DESCRIPTION PLIES R/LENH1 2 PW LVL-2.0E 1.75 X 11.875 2 10'Total length: 40'QuickTools 5.4.1211.0