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Home My WebLink About054_A2.5 BUILDING 7 - UPPER FLOOR FRAMINGGENERAL NOTES1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT.2. GENERAL CONTRACTOR TO COORDINATE ARCHITECTURAL DRAWINGS WITH MECHANICAL, ELECTRICAL, AND PLUMBING.APPLICABLE CODES:2018 INTERNATIONAL RESIDENTIAL CODE 2018 UNIFORM PLUMBING CODE 2018 INTERNATIONAL MECHANICAL CODE 2017 NATIONAL ELECTRIC CODE 2018 INTERNATIONAL FUEL GAS CODE2018 INTERNATIONAL ENERGY CONSERVATION CODEDESIGN CRITERIASEISMIC ZONE D0115 MPH WIND1A4.12A4.1HEADERHEADERHEADER5 1/8" X 18" GLULAM[6]HEADERHEADER2X6 BEARING WALL2X6 BEARING WALL2X6 BEARING WALL2X6 BEARING WALLTRUSSES @ 16" O.C.18" FLOORTRUSSES @ 16" O.C.18" FLOORW21x93 [1]POSTS ABV.POSTS ABV.3A4.1A2.54A2.54SimSTEEL CONNECTING ROD FOR AWN. STEEL CONNECTING ROD FOR AWN. STEEL CONNECTING ROD FOR AWN. STEEL CONNECTING ROD FOR AWN. TRUSSES @ 16" O.C.18" FLOORTRUSSES @ 16" O.C.18" FLOORBEARING WALL ABV.BEARING WALL ABV.6X6 POST w/SIMPSON ABU66ZHSS 5x5x3/8HSS 5x5x1/4HSS 5x5x1/4HSS 5x5x3/86X6 POST w/SIMPSON ABU66Z5 1/8" X 18" GLULAM[6](2) 1 3/4" X 11 7/8" LVL[7](2) 1 3/4" X 11 7/8" LVL[7](2) 2X10[2](2) 2X10[2]TRIMMER & KING SCHEDULE:KINGS: (3) 1 3/4" X 5 1/2" LVLTRIMMER: 6X6 POSTTRIMMER & KING SCHEDULE:KINGS: (3) 1 3/4" X 5 1/2" LVLTRIMMER: 6X6 POST(2) 1 3/4" X 9 1/2" LVL[5](2) 1 3/4" X 9 1/2" LVL[5](2) 1 3/4" X 9 1/2" LVL[5](2) 1 3/4" X 9 1/2" LVL[5](2) 1 3/4" X 9 1/2" LVL[9]HEADERPROVIDE:(2) 1 3/4" X 5 1/2" LVL KING STUDS & 1 3/4" X 5 1/2" LVL TRIMMERPROVIDE:(2) 1 3/4" X 5 1/2" LVL KING STUDS & 1 3/4" X 5 1/2" LVL TRIMMERBALLOON FRAME WALL w/ 1 3/4" X 5 1/2" LVL @ 12" O.C.BALLOON FRAME WALL w/ 1 3/4" X 5 1/2" LVL @ 12" O.C.TALL WALL: FRAME w/ 2x6 DF #2 @ 16" O.C.TALL WALL: FRAME w/ 2x6 DF #2 @ 16" O.C.W21x93 [1]2S3.216S3.21S3.32 TYP.2S3.216S3.215S3.215S3.23S3.21S3.28S3.38S3.31S3.25S3.25S3.22X6 BEARING WALL2X6 BEARING WALL4S3.24S3.2GIRDER TRUSS (F1AG)GIRDER TRUSS (F1EG)TRUSS (F1E)GIRDER TRUSS (F1AG)GIRDER TRUSS (F1EG)TRUSS (F1E)TRUSS (F1G)TRUSS (F1) -3TRUSS (F1G)TRUSS (F1) -39S3.39S3.32A4.13A4.12X6 BEARING WALLMEZZANINE LEVEL FLOOR FRAMING9 1/2" TJI @ 16" O.C. [8]HEADERHEADERLEDGER12S3.112S3.1SIM.12S3.1SIM.13S3.112S3.1SIM.(2) 1 3/4" X 9 1/2" LVL2-HR COMMON WALL2-HR COMMON WALL ASSEMBLY B/W SHOPSDESIGN NO. GA-WP-3820, STC 58 (TEST NO: NGC 3056) (DESIGN BASED ON FM-WP-360)• BASE LAYER 5/8" SHEETROCK FIRECODE C CORE GYPSUM PANELS APPLIED HORIZONTALLY TO EA. SIDE OF DOUBLE ROW OF 2X6 WOOD STUDS (16" O.C.) w/ 1-7/8" LONG 6d COATED NAILS, 24" O.C.• (2) 2X6 WOOD STUD WALLS ON SEPARATE 2X6 PLATES SPACED 1" APART, 2X6 STUDS SPACED AT 16" O.C.• FACE LAYER 5/8" SHEETROCK FIRECODE C CORE GYPSUM PANELS APPLIED HORIZONTALLY w/ 2-3/8" LONG 8d COATED NAILS, 8" O.C.• 7/16" WOOD STRUCTURAL PANELS MAY BE INSTALLED ON THE INSIDES OF EACH STUD WALL IF REQUIRED STRUCTURALLY• 3 1/2" (MIN.) BATT INSULATION INSTALLED IN STUD WALL TO ACHIEVE STC RATING (58)2-HR WALL ASSEMBLY B/W SHOP & FOYER/STAIR/BATH/OFFICE IN EA. UNITDESIGN NO. GA-WP-4135 (DESIGN BASED ON FM-WP-360)• BASE LAYER 5/8" SHEETROCK FIRECODE CORE GYPSUM PANELS APPLIED HORIZONTALLY TO EACH SIDE OF 2X6 WOOD STUDS (16" O.C.) w/ 1-7/8" LONG 6d COATED NAILS 24" O.C.• 2X6 WOOD STUD WALL, 2X6 STUDS SPACED AT 16" O.C.• FACE LAYER 5/8" SHEETROCK FIRECODE CORE GYPSUM PANELS APPLIED HORIZONTALLY w/ 2-3/8" LONG 8d COATED NAILS, 8" O.C.• JOINTS STAGGERED EACH LAYER AND SIDE2-HR FLOOR/CLG. ASSEMBLY2-HR FLOOR CEILING ASSEMBLY B/W SHOP & RESIDENTIAL UNIT ABOVEDESIGN NO. L556 (ANSI/UL 263)• FINISH FLOORING• 3/4” PLYWOOD SUBFLOOR APPLIED AT RIGHT ANGLE TO WOOD TRUSSES• 3 ½” BATT INSULATION STAPLED UNDER SUBFLOORING AT 12” O.C.• BASE LAYER 5/8" SHEETROCK FIRECODE C CORE GYPSUM PANELS APPLIED AT RIGHT ANGLES TO PARALLEL CHORD WOOD TRUSSES (24" O.C.) w/ 1-1/4" TYPE W SCREWS 12" O.C.• SECOND LAYER 5/8" FIRECODE C CORE GYPSUM PANELS APPLIED AT RIGHT ANGLES TO PARALLEL CHORD WOOD TRUSSES w/ 2" TYPE W SCREWS 12" O.C. - JOINTS STAGGERED 24" O.C. FROM BASE LAYER• THIRD LAYER 5/8" FIRECODE C CORE GYPSUM PANELS APPLIED AT RIGHT ANGLES TO PARALLEL CHORD WOOD TRUSSES w/ 2-1/2" TYPE W SCREWS 12" O.C. - JOINTS STAGGERED 12" O.C. FROM SECOND LAYER• 7/8" RIGID FURRING CHANNELS, 24" O.C. APPLIED AT RIGHT ANGLES TO TRUSSES OVER THIRD LAYER w/ 2-1/2" TYPE W SCREWS AT EACH TRUSS• FACE LAYER 5/8” FIRECODE C GYPSUM PANELS APPLIED AT RIGHT ANGLES TO FURRING CHANNELS w/ 1-1/8" TYPE S SCREWS 12" O.C.2-HR FLOOR CEILING ASSEMBLY B/W SHOP & MEZZANINE ABOVE OFFICEDESIGN NO. L556 (ANSI/UL 263)• FINISH FLOORING• 5/8” T&G PLYWOOD SUBFLOOR APPLIED AT RIGHT ANGLE TO WOOD I-JOISTS• BASE LAYER 5/8" SHEETROCK FIRECODE C CORE GYPSUM PANELS APPLIED AT RIGHT ANGLES TO WOOD I-JOISTS w/ 1-1/4" TYPE W SCREWS 12" O.C.• SECOND LAYER 5/8" FIRECODE C CORE GYPSUM PANELS APPLIED AT RIGHT ANGLES TO WOOD I-JOISTS w/ 2" TYPE W SCREWS 12" O.C. - JOINTS STAGGERED 24" O.C. FROM BASE LAYER• THIRD LAYER 5/8" FIRECODE C CORE GYPSUM PANELS APPLIED AT RIGHT ANGLES TO WOOD I-JOISTS w/ 2-1/2" TYPE W SCREWS 12" O.C. - JOINTS STAGGERED 12" O.C. FROM SECOND LAYER• 7/8" RIGID FURRING CHANNELS, 24" O.C. APPLIED AT RIGHT ANGLES TO JOISTS OVER THIRD LAYER w/ 2-1/2" TYPE W SCREWS AT EACH JOIST• FACE LAYER 5/8” FIRECODE C GYPSUM PANELS APPLIED AT RIGHT ANGLES TO FURRING CHANNELS w/ 1-1/8" TYPE S SCREWS 12" O.C.FRAMING NOTES1. USE (3) 2X6 POSTS U.N.O.2. USE (2) 2X10 HEADERS U.N.O.DUCT2-HR SOFFIT (2 LAYERS 5/8" TYPE X GWB)TYPICAL 2-HR FLOOR/CLG. ASSEMBLY (DESIGN NO. L556)2X4 FRAMINGDUCT2X4 FRAMING2X6 STAIR WALL (2-HR RATED)TYPICAL 2-HR FLOOR/CLG. ASSEMBLY (DESIGN NO. L556)CONDITION ACONDITION B(406) 552-4490www.blackmountainarch.comBLACK MOUNTAIN ARCHITECTURE 2020A2.5UPPER FLOORFRAMINGSWISS PLAZA DUPLEXBUILDING 7 (3006 N. 27th AVE.)3006 N. 27th AVENUE, BOZEMAN, MONTANAPERMIT SETNOVEMBER 15, 2022200241/4" = 1'-0"1UPPER FLOOR FRAMING1/4" = 1'-0"4MEZZANINE LEVEL FLOOR FRAMING3/4" = 1'-0"2TYPICAL SOFFIT DETAILS