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HomeMy WebLinkAboutS410 - FLOOR FRAMING DETAILSSEE ARCH. FINISH FLOORCONT. 2x6 RIBBON BOARD CONT. 2x WOOD SILL PLATE (MATCH STUD SIZE), FASTEN PER SHEARWALL SCHEDULE GYPCRETE, SEE ARCH. 3/4" FLOOR SHEATHING, REFER TO DIAPHRAGM SCHEDULE FOR NAILING PATTERN PRE-FABRICATED WOOD FLOOR TRUSS, SEE PLAN CEILING, SEE ARCH. 2x WOOD STUD WALL BEARING WALL, SEE SCHEDULE DOUBLE 2x TOP PLATE (SIZE TO MATCH STUD WALL) FASTEN TRUSS TO TOP PLATE WITH (3) -16d NAILS (TYP., UNO) GYPSUM SHEATHING, SEE ARCH. FACE BRICK, SEE ARCH. 2x WOOD STUD WALL BEARING WALL, SEE SCHEDULE EXTERIOR WALL SHEATHING, REFER TO SHEAR WALL PLANS AND SCHEDULE SEE ARCH. FINISH FLOOR GYPCRETE, SEE ARCH. 3/4" FLOOR SHEATHING, REFER TO DIAPHRAGM SCHEDULE FOR NAILING PATTERN PRE-FABRICATED WOOD FLOOR TRUSS, SEE PLAN CEILING, SEE ARCH. 2x WOOD STUD WALL BEARING WALL, SEE SCHEDULE DOUBLE 2x TOP PLATE (SIZE TO MATCH STUD WALL) LADDER TRUSS GYPSUM SHEATHING, SEE ARCH.FACE BRICK, SEE ARCH. 2x WOOD STUD WALL BEARING WALL, SEE SCHEDULE EXTERIOR WALL SHEATHING, REFER TO SHEAR WALL PLAN AND SCHEDULE CONT. 2x WOOD SILL PLATE (MATCH STUD SIZE), FASTEN PER SHEARWALL SCHEDULE 2x4 WOOD BRACE AT 4'-0" O.C. MAX SPACING (FASTEN EACH SIDE WITH (4) -10d NAILS 2x6 BLOCKING AT EACH WOOD BRACE (FASTEN SHEATHING TO BLOCKING WITH (4) -10d NAILS) CONT. 2x4 FOR CEILING ATTACHMENT CONT. 2x WOOD SILL PLATE (MATCH STUD SIZE), FASTEN PER SHEARWALL SCHEDULE GYPCRETE, SEE ARCH. 3/4" FLOOR SHEATHING, REFER TO DIAPHRAGM SCHEDULE FOR NAILING PATTERN PRE-FABRICATED WOOD FLOOR TRUSS, SEE PLAN CEILING, SEE ARCH. 2x WOOD STUD WALL BEARING WALL, SEE SCHEDULE DOUBLE 2x TOP PLATE (SIZE TO MATCH STUD WALL) FASTEN TRUSS TO TOP PLATE WITH (3) 16d NAILS (TYP., UNO) GYPSUM SHEATHING, SEE ARCH. OSB SHEARWALL SHEATHING (AS REQUIRED AT SHEAR WALLS), SEE SHEARWALL PLAN AND SCHEDULE FOR LOCATIONS AND NAILING WOOD SHEAR BLOCKING BETWEEN EVERY OTHER TRUSS (AS REQUIRED AT SHEAR WALLS), SEE SHEARWALL SCHEDULE FOR ADDITIONAL INFORMATION CONTINUE FLOOR SHEATHING THROUGH WALL CAVITY DRAFTSTOPPING, SEE ARCH. SEE ARCH. FINISH FLOOR DOUBLE 2x TOP PLATE (MATCH STUD SIZE) STAIRWELL SIDEUNIT SIDE CONT. 2x WOOD SILL PLATE (MATCH STUD SIZE), FASTEN PER SHEARWALL SCHEDULEGYPCRETE, SEE ARCH. 3/4" FLOOR SHEATHING, REFER TO DIAPHRAGM SCHEDULE FOR NAILING PATTERN PRE-FABRICATED WOOD FLOOR TRUSS, SEE PLAN 2x WOOD STUD WALL BEARING WALL, SEE SCHEDULE HANG TRUSS FROM LVL WITH SIMPSON DHUTF SERIES FIREWALL HANGER (INSTALL OVER GYP. AND OSB LAYERS) GYPSUM SHEATHING, SEE ARCH. STAIR FRAMING LEDGERS/STRINGERS TO BE ATTACHED DIRECTLY TO STUDS WITH SCREWS RATED FOR APPLICATION OVER (2) LAYERS OF DRYWALL CEILING, SEE ARCH. STAIR LANDING FRAMING BY OTHERS SEE ARCH. FINISH FLOOR *OSB SHEAR WALL SHEATHING NOT PRESENT AT SIM. OSB SHEARWALL SHEATHING (AS REQUIRED AT SHEAR WALLS), SEE SHEARWALL PLAN AND SCHEDULE FOR LOCATIONS AND NAILING SEE 5/S400 AND 6/S400 FOR ALTERNATE DETAIL ELEVATOR SIDE CORRIDOR SIDE GYPCRETE, SEE ARCH. 3/4" FLOOR SHEATHING, REFER TO DIAPHRAGM SCHEDULE FOR NAILING PATTERN PRE-FABRICATED WOOD FLOOR TRUSS, SEE PLAN ELEVATOR SHAFT WALL, SEE ARCH. SEE S500 FOR TYP. MASONRY DETAILS SIMPSON HU416 FACE MOUNT MASONRY HANGER. ENSURE ALL TITEN 2 ANCHORS ARE ATTACHED TO GROUT FILLED MASONRY. PROVIDE HUC416 HANGERS AT WALL CORNERS BOND BEAM, SEE S500 SEE ARCH. FINISH FLOOR SEE ARCH. TRUSS BEARING(GROUT SOLID)BOND BEAM-9" B.F.F. T.O. FRAMING GYPCRETE, SEE ARCH. 3/4" FLOOR SHEATHING, REFER TO DIAPHRAGM SCHEDULE FOR NAILING PATTERN PRE-FABRICATED WOOD FLOOR TRUSS, SEE PLAN CEILING, SEE ARCH. GYPSUM SHEATHING, SEE ARCH. EXTERIOR FINISH, SEE ARCH. 2x WOOD STUD WALL BEARING WALL, SEE SCHEDULE 2" LIGHTWEIGHT CONCRETE TOPPING WITH WATERPROOFING ADDITIVE (XYPEX OR EQUAL) OVER WATERPROOF MEMBRANE P.T. BALCONY FRAMING, SEE PLAN. ATTACH TO LEDGER WITH SIMPSON LU28-SS HANGER P.T. 2x12 LEDGER AROUND PERIMETER OF BALCONY, ATTCH TO LVL WITH (2) 3/4" DIA. BOX BOLTS AT 16" O.C. STEEL BEAM, SEE PLAN AND SCHEDULE P.T. 3/4" PLYWOOD SHEATHING FLASHING TO PREVENT WATER INFILTRATION, SEE ARCH. FOR DETAILS RIPPED 2x SLEEPERS AT 12" O.C., SLOPE TOP EDGE 1/8" PER FOOT AND ALIGN PERPENDICULAR TO EXT. EDGES SEE PLAN FINISH FLOOR 3"4"CEILING, SEE ARCH. EXTERIOR FINISH, SEE ARCH. 2x WOOD STUD WALL BEARING WALL, SEE SCHEDULE EXTERIOR WALL SHEATHING, REFER TO SHEAR WALL PLAN AND SCHEDULE CONT. 2x WOOD SILL PLATE (MATCH STUD SIZE), FASTEN PER SHEARWALL SCHEDULE P.T. BALCONY FRAMING, SEE PLAN. ATTACH TO LEDGER WITH SIMPSON LU28-SS HANGER P.T. 2x12 LEDGER AROUND PERIMETER OF BALCONY, ATTCH TO LVL WITH (2) 3/4" DIA. A193 GR. 8 STAINLESS STEEL BOLTS AT 16" O.C. LVL BEAM, SEE PLAN AND SCHEDULE LIGHTWEIGHT CONCRETE TOPPING WITH WATERPROOFING ADDITIVE (XYPEX OR EQUAL) OVER WATERPROOF MEMBRANE. SLOPE 1/4"/12" TOWARDS EXTERIOR P.T. 3/4" PLYWOOD SHEATHING FLASHING TO PREVENT WATER INFILTRATION, SEE ARCH. FOR DETAILS -9" B.F.F. T.O. FRAMING RIPPED 2x SLEEPERS AT 12" O.C., SLOPE TOP EDGE 1/8" PER FOOT AND ALIGN PERPENDICULAR TO EXT. EDGES SEE PLAN FINISH FLOOR EXTERIOR FINISH, SEE ARCH WALL SHEATHING, REFER TO SHEAR WALL PLANS AND SCHEDULE SHEAR WALL HOLDOWN, SEE SCHEDULE SHEAR WALL END POST, SEE SCHEDULE INTERRUPT SILL PLATE FOR HOLDOWN ANCHORAGE SIMPSON ATS-SBC5H ANCHORAGE SYSTEM WELDED TO STEEL BEAM 3/16 STEEL BEAM, SEE PLAN AND SCHEDULE L5x5x5/16 SUPPORT ANGLE (COORDINATE ELEV. WITH ARCH.) 3/16 2@12 -9" B.F.F. T.O. FRAMING CEILING, SEE ARCH. EXTERIOR FINISH, SEE ARCH. 2x WOOD STUD WALL BEARING WALL (BEYOND), SEE SCHEDULE 2" LIGHTWEIGHT CONCRETE TOPPING WITH WATERPROOFING ADDITIVE (XYPEX OR EQUAL) OVER WATERPROOF MEMBRANE P.T. BALCONY FRAMING, SEE PLAN. ATTACH TO LEDGER WITH SIMPSON SUL210 (OR SUR210) HANGER WOOD HEADER, SEE PLAN AND SCHEDULE P.T. 3/4" PLYWOOD SHEATHING FLASHING TO PREVENT WATER INFILTRATION, SEE ARCH. FOR DETAILS 1/8" 12" BALCONY RAILING BY OTHERS, SEE ARCH. EXTERIOR WALL WITH THIN BRICK BEYOND, SEE ARCH. P.T. 2x SUB FASCIA BOARD RIPPED 2x SLEEPERS AT 12" O.C., SLOPE TOP EDGE 1/8" PER FOOT AND ALIGN PERPENDICULAR TO EXT. EDGES P.T. (2) 2x12 BACKING FOR LEDGER ATTACHMENT, BEAR BACKING ON HEADER BRICK LINTEL, SEE S210 NOTE: AT FOURTH FLOOR BALCONIES, EXTEND HEADER AND BRICK LINTEL TO ENDS OF WALL AND BOLT LINTEL TO HEADER WITH 5/8" DIA. A193 GR. 8 S.S. BOLTS AT 8" O.C. STEEL BEAM, SEE PLAN AND SCHEDULE SIMPSON ATS-SBC5H WELDED TO TOP FLANGE OF STEEL BEAM SHEAR WALL HOLDOWN, SEE SCHEDULE SHEAR WALL END POSTS, SEE SCHEDULE INTERRUPT SHEATHING FOR ATS ANCHORAGE 3/16 WALL SHEATHING, REFER TO SHEAR WALL PLANS AND SCHEDULE PRE-ENGINEERED WOOD FLOOR TRUSS STEEL BEAM, SEE PLAN AND SCHEDULE SEE ARCH. FINISH FLOOR CONT. 2x WOOD SILL PLATE (MATCH STUD SIZE), FASTEN PER SHEARWALL SCHEDULE FACE BRICK, SEE ARCH. 2x WOOD STUD WALL BEARING WALL, SEE SCHEDULE EXTERIOR WALL SHEATHING, REFER TO SHEAR WALL PLANS AND SCHEDULE 2x4 FOR DRYWALL ATTACHMENT PRIMARY GARAGE LINTEL, SEE S210 FOR SIZE. PROVIDE 3/8" THICK STIFFENERS AT 16" O.C. FOR ALL PRIMARY GARAGE LINTELS SECONDARY STEEL LINTEL, SEE S210 FOR SIZE. BOLT TO LOW BEAM WITH 3/4" DIA. A193 GR. 8 STAINLESS STEEL BOLTS STAGGERED AT 16" O.C.WOOD BEAM, SEE PLAN AND SCHEDULE 3/16 3@12 3/16 3@12 3" MIN.PRE-ENGINEERED WOOD FLOOR TRUSS CONT. 2x WOOD SILL PLATE (MATCH STUD SIZE), FASTEN PER SHEARWALL SCHEDULE FACE BRICK, SEE ARCH. 2x WOOD STUD WALL BEARING WALL, SEE SCHEDULE EXTERIOR WALL SHEATHING, REFER TO SHEAR WALL PLANS AND SCHEDULE 2x4 FOR DRYWALL ATTACHMENT STEEL LINTEL, SEE S210 FOR SIZE. BOLT TO HEADER WITH 3/4" DIA. A193 GR. 8 STAINLESS STEEL BOLTS STAGGERED AT 5" O.C. WOOD BEAM, SEE PLAN AND SCHEDULE SEE ARCH. FINISH FLOOR WOOD STUD INFILL AS REQUIRED 3" MIN.WOOD STUD WALL, SEE SCHEDULE OSB SHEAR WALL SHEATHING DOUBLE 2x10 NAILER PRE-ENGINEERED WOOD FLOOR TRUSS STEEL BEAM, SEE PLAN AND SCHEDULE SEE S200 FOR SILL PLATE ANCHORAGE INEGSS LOINA E NPROF REEN o. GRE S DRETEI STATE OF NA ADNII 11100391 NNAMFFOHHPESOJ SHEET NUMBER: PROJECT NUMBER: DRAWN BY:PROJECT TITLE:This is an original design, created by KJG Architecture, Inc. The concepts, ideas, plans and details are the sole property of KJG Architecture, Inc. None of the aforementioned shall be used by or disclosed to any person, firm or organization for any purpose without the prior written permission of KJG Architecture, Inc. NO. DESCRIPTION:DATE ISSUED: DRAWING TITLE: PROFESSIONAL SEAL: PROJECT DATE: DISCLAIMER: KJG ENGINEERING 527 Sagamore Pkwy W., Suite 101 West Lafayette, Indiana 47906 Ph: 765.497.4598 Fx: 765.497.4599 www.kjgengineering.com 08/16/2021MÉLANGE FLATSBUILDING 12VETERANS WAY & MONON GREEN BOULEVARDCARMEL, INDIANA 4603208/16/2021 S410 FLOOR FRAMING DETAILS E2020.174 KBM 1" = 1'-0"S410 1 TRUSS BEARING DETAIL 1" = 1'-0" S410 2 TRUSS BEARING DETAIL 1" = 1'-0" S410 3 TRUSS BEARING DETAIL 1" = 1'-0"S410 4 TRUSS ATTACHMENT AT RATED STAIR 1" = 1'-0"S410 5 TRUSS ATTACHMENT AT ELEVATOR SHAFT 1" = 1'-0" S410 6 BALCONY FRAMING DETAIL 1" = 1'-0"S410 8 BALCONY FRAMING DETAIL 1" = 1'-0"S410 12 HOLDOWN AT STEEL BEAM 1" = 1'-0" S410 7 BALCONY FRAMING DETAIL 1" = 1'-0" S410 11 HOLDOWN AT STEEL BEAM 1" = 1'-0"S410 9 STEEL LINTEL AT GARAGE BEAM 1" = 1'-0" S410 10 STEEL LINTEL AT GARAGE BEAM 1" = 1'-0" S410 13 PARTITION WALL SUPPORT DETAIL 1 CONSTRUCTION SET 08/16/21 2 ADDENDUM 1 11/01/21 01/31/22