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HomeMy WebLinkAboutS1.2LengendAndAbbrevList_07222021H1 H2 2 S4.1 H3 MARK HEADER TRIMMER (2) 2x10 DF (1) 2x6 3.5"x16.5" 24F-V4 GLB (4) 2x4 MARK HEADER C1 (2) 2x4 OR (2) 2x6 C2 (3) 2x6 CXNOTE: COLUMNS ARE SPECIFIED ON THE LEVEL OF WHICH THEY BEAR. (2) 1.75"x11 7/8" LVL (1) 2x6 WOOD STUD BEARING WALL SCHEDULE MARK SIZE SPACING GRADE NOTES BW2 2x4 16” OC DF NO.2 BW3 2x4 16” OC DF NO.2 DOUBLE WALL BW4 2x6 16” OC DF No. 2 SCHEDULE NOTES: 1. PROVIDE “BW4” STUD WALL U.N.O. 2. REFERENCE SHEARWALL TAG AND SCHEDULE FOR SHEATHING REQUIREMENTS 3. COORDINATE FINISH MATERIAL, SOUND DETAILS AND FIRE DETAILS WITH ARCH'L HEADER SCHEDULE COLUMN SCHEDULE NOTE: CONSTRUCT HEADERS PER DETAIL NOTE: ALL HDRs ARE (2) 2x10 U.N.O. T.O. PLAN LEGEND TOP OF ELEVATION STEP IN ELEVATION AB ANCHOR BOLT ABV ABOVE ARCH'L ARCHITECTURAL BLW BELOW BLKG BLOCKING CMU CONCRETE MASONRY UNITS CL CENTERLINE COL COLUMN CONC CONCRETE CP CONCRETE PIER DJ DECK JOIST DP DEEP EN EDGE NAILING/FASTENING EW EACH WAY ELEV ELEVATION (E)EXISTING FND FOUNDATION FTG FOOTING FW FOUNDATION WALL GC GENERAL CONTRACTOR GA GAUGE GT GIRDER TRUSS GYP GYPSUM HAS HEADED ANCHOR STUD KB KNEE BRACE MFR MANUFACTURER MECH'L MECHANICAL NTS NOT TO SCALE (N)NEW (NS)NON-STRUCTURAL OSB ORIENTED STRAND BOARD OPN'G OPENING PL PLATE PLYWD PLYWOOD RAD RADIUS SHTG SHEATHING SIM SIMILAR SW SHEARWALL TBE TRUSS BEARING ELEVATION TO TOP OF TOF TOP OF FOOTING ELEVATION TOP TOP OF PIER ELEVATION TOS TOP OF SLAB ELEVATION TYP TYPICAL UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD VERT VERTICAL WWF WELDED WIRE FABRIC ABBREVIATION LIST BTWN BETWEEN BTM BOTTOM CANT CANTILVER DBL DOUBLE EA EACH FLR FLOOR FJ FLOOR JOIST GN GENERAL NOTES HAB HEADED ANCHOR BOLT HORIZ HORIZONTAL OC ON CENTER OPP OPPOSITE REF REFERENCE REQ'D REQUIRED RR ROOF RAFTER STD STANDARD STRUCT'L STRUCTURAL SUBFLR SUBFLOOR TOB TOP OF BEAM TS TUBE STEEL HSS HOLLOW STEEL SECTION BLDG BUILDING BRG BEARING CIP CAST-IN-PLACE CLR CLEAR MIN MINIMUM REINF REINFORCMENT SJ SLAB JOINT SOG SLAB-ON-GRADE WD WOOD STL STEEL BD BOARD BN BOUNDARY NAILING/FASTENING OH OVERHANGHDU2--- STEP IN FOUNDATION WALL REF BLOCKOUT IN CONC WALL REF S S STEP IN CONC FOOTING REF WALL CONTROL JOINT IN CMU AND CONC HDU2 DENOTES SIMPSON HOLDOWN BRACKET REF SCHEDULE SHEET S2.4S JSLAB JOINT IN CONC SLAB-ON-GRADE REF DETAIL CUT DENOTES POST ABV OR BELOW USE MIN (2) 2x DF #2 OR FULL WIDTH OF SUPPORTING ELEMENT AND MATCHING WALL WIDTH, UNO DENOTES WALL ABOVE DENOTES WALL BELOW DENOTES BRG WALLS BELOW REF PLAN 10 S1.3 2 S4.2 CJ SW 8 S1.3 -DENOTES FOOTING SIZE AND REINF. -REF. SCHEDULE ON SHEET S1.2F1 -DENOTES STRUCTURAL HEADER -REF. SCHEDULE ON FRAMING PLAN SHEETSH1 X DENOTES SHEARWALL REF SCHEDULE ON SHEET S2.4 DENOTES SHEARWALL ON DETAILS REF SCHEDULE ON SHEET S2.4 - --- DENOTES OPENING IN FLOOR OR ROOF FOR MECH. DUCTS, ROOF HATCHES, ETC. (CONTRACTOR SHALL COORDINATE ALL ROOF, FLOOR, AND WALL PENETRATIONS WITH THE MECHANICAL AND ARCHITECTURAL DRAWINGS AND THE MECHANICAL ENGINEER AND ARCHITECT) CAMBER = 0" UNLESS SPECIFICALLY NOTED ON BEAMW14x22 C-3/4" (115'-0") STEEL BEAM SECTION TOP OF BEAM ELEVATION CAMBER BEAM SIZE (FLUSH) DENOTES TOP OF BEAM IS FLUSH W/ FRAMING & HIDDEN IN FLOOR BEAM SIZE (DROPPED) DENOTES TOP OF BEAM IS BELOW BOTTOM OF FRAMING BEAM SIZE (TOB ELEV)DENOTES TOP OF BEAM ELEVATION DENOTES OVERFRAMING ROOF TRUSSES @ 24" OC XXX @ X'-XX" OC INDICATES JOIST SIZE & SPACING INDICATES AREA OF JOIST COVERAGE INDICATES JOIST SPAN DIRECTION . 2 S1.3 FOOTING SCHEDULE MARK SIZE REINFORCEMENT 3'-0"x6'-0"x10" THICK PAD FTG #4 BARS @ 8" o.c. EACH WAY, BTM 1'-4" x 10" DEEP STRIP FTG (2) #4 BARS CONTINUOUS 1'-4" x 18" DEEP TURN DOWN SLAB (2) #4 BARS CONTINUOUS TOP & BTM P3x6 F1A F1B 2'-6" SQ x 10" THICK PAD FTG (2) #4 BARS EACH WAY, BTMP2.5B 2'-6" SQ x 12" THICK PAD FTG (3) #4 BARS EACH WAY, BTMP2.5A www.lpwarchitecture.com PHONE | 406.771.0770 15 FIFTH ST. SOUTH GREAT FALLS | MT 59401 SHEET NUMBER: PROJECT NUMBER: DATE: CHECKED BY: DRAWN BY: THIS DRAWING IS THE PROPERTY OF THE ARCHITECT. IT HAS BEEN PREPARED SPECIFICALLY FOR THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ARCHITECT. © 2018 L'HEUREUX, PAGE, WERNER, PC No.Date Submittal Schedule Submittal TOWNHOME APARTMENTS7/14/2021 9:31:59 AMS1.2 21-01-135 BP TLLEDEND & ABBREV. LISTTRADITIONS SUBDIVISION7/6/2021 SHEET LIST SHEET NUMBER SHEET NAME S1.1 GENERAL NOTES S1.2 LEDEND & ABBREV. LIST S1.3 TYPICAL DETAILS S1.4 TYPICAL DETAILS S1.5 TYPICAL DETAILS S2.1 FOUNDATION PLAN S2.2 UPPER FLOOR AND LOWER ROOF FRAMING PLAN S2.3 UPPER ROOF FRAMING PLAN S2.4 SHEARWALL PLANS S4.1 FOUNDATION DETAILS S4.2 FRAMING DETAILS S4.3 ROOF FRAMING DETAILS Revision Schedule No. Revision Date 7/15/2021 STRUCTURAL ONLY