5132 27TH AVE W 2021 Plans 2025-02-03

PLAN NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEERING FOUNDATION PLAN&MAIN FLOOR FRAMING PLAN NOTES: ABBREVIATIONS (A) FBARDIAMETER GLB GLUE-LAMINATED BEAM 250 4TH AVE. S., SUITE 200 1. EXTERIOR FOOTINGS SHALL BEAR A MIN OF 1'-6"BELOW ADJACENT GRADE. ED11ONDS, WASHIN13TON 98020 A8 HORIZ HORIZONTAL PHONE (425) 778-8500 2. FOOTINGS SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL. ALT KP KING POST FAX (425) 778-5536 3. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS.REFER TO ARCH KSI KIPS PER SQUARE INCH STRUCTURAL NOTES FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. (B) L ANGLE 4. REFER TO HOEDOWN SCHEDULE ON SHEET S2.1 FOR HOLDOWN TYPES AND FRAMING PLANS FOR HOLDOWN BD MECH MECHANICAL ANCHOR BOLT LOCATIONS. BLKG BLOCKING MF MOMENT FRAME S. REFER TO FRAMING PLANS AND SHEAR WALL SCHEDULE ON SHEET S2.2 FOR LOCATION AND TYPE OF SHEAR BM BEAM MTL METAL WALL ANCHOR BOLTS.ANCHORAGE AT NON-SHEAR WALLS SHALL BE PER STRUCTURAL NOTES. BOT BOTTOM NS NEAR SIDE 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS,WALL LOCATIONS,AND CONCRETE ROUGH OPENINGS WITH BRNG BEARING OC ON CENTER ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. BTWN BETWEEN OPP OPPOSITE 7. REFER TO DETAIL 2/S3.1 FOR PIPE PENETRATIONS THROUGH CONCRETE WALL OR FOOTINGS. Clp COMPLETE JOINT PENETRATION PL PLATE 8. FLOOR SHEATHING SHALL BE 3/4"PI 48/24 WITH 10d COMMON NAILS SPACED AT 6"OC AT ALL DIAPHRAGM CUR CLEAR PLCS PLACES ,,p$G, BOUNDARIESAND,PANEL EDGES AND SHEAR WALLS AND SO"OC AT INTERMEDIATE FRAMING.FOR SHEATHING CMU CONCRETE MASONRY UNIT P51 POUNDS PER SQUARE INCH p5�"Og xASbj G LAYOUT DIAPHRAGMS LIN BLOCK REFER D UNC.IL 2/54.1. COL COLUMN PSF POUNDS PER SQUARE FOOT R � 9. ALL DIAPHRAGMS UNBLOCKED UNO. CONC CONCRETE P/T POSTTENSIONED 10. UNLESS NOTED OTHERWISE ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16"OC. CONN CONNECTION PT PRESSURE TREATED 11. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 11/2"0 HOLE CENTERED IN THE DEPTH AND ATTHE CONT CONTINUOUS REINF REINFORCING "ZONAL T" THIRD POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. COORD COORDINATE REQ'D REQUIRED 12, WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. DBL DOUBLE SCHED SCHEDULE 09/03/21 DET DETAIL SIM SIMILAR 13. SEE TYPICAL UPPER FLOOR FRAMING NOTES FOR ADDITIONAL INFORMATION NOT OTHERWISE SPECIFIED DIA DIAMETER HERE. SOG SLAB ON GRADE TYPICAL UPPER FLOOR FRAMING PLAN NOTES, DIM DIMENSION STD STANDARD DIR DIRECTION STIFF STIFFENER 1. FLOOR SHEATHING SHALL BE 3/4"PI 48/24 WITH 10d COMMON NAILS SPACED AT 6"OC AT ALL DIAPHRAGM EA EACH STL STEEL BOUNDARIES,PANEL EDGES AND SHEAR WALLS AND 10"OC AT INTERMEDIATE FRAMING.FOR SHEATHING LAYOUT AND NAILING REFER TO DETAIL 2/S4.1 ELEV ELEVATION SYMM SYMMETRICAL AT EXTERIOR DECKS,SHEATHING SHALL BE 2x PT OR COMPOSITE DECKING LAID FLAT W/1/4"GAP BETWEEN ES EACH SIDE' SW SHEARWALL Q DECK BOARDS AND NAILED W/(2)16d NAILS EVENLY SPACED PER BOARD AT DECKING ENDS AND ALL EX EXISTING TOC TOP OF CONCRETE Q BOUNDARY EDGES,AND(1)16d NAILS EVENLY SPACED PER BOARD AT ALL SUPPORT FRAMING. EXp EXPANSION TOS TOP OF STEEL _ 2. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION FUR FLOOR EVERT TOP OF WALL Z UNLESS CARRIED BY A BEAM BELOW. FDN 0 co FOUNDATION TYPICAL d N 3. ALL DIAPHRAGMS UNBLOCKED UNO. FTG FOOTING UNLESS NOTED OTHERWISE K H 1= 4. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 11/2"0 HOLE CENTERED IN THE DEPTH AND ATTHE FS FAR SIDE VERTICAL NTHIRD POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. GENERAL CONTRACTOR WIDE FLANGE O a a S. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. N ti 6. STRAP STYLE HOEDOWNS SHALL BE ATTACHED ATTHE UPPER FLOOR WALLS AND WILL SPAN VERTICALLY r S-N m ACROSS THE FLOOR FRAMING WALL-TO-WALL WITH MAXIMUM NAILS.REFER TO DETAIL 1/54.2 FOR Q N O ADDITIONAL INFORMATION. 7. o^g UNLESS NOTED OTHERWISE,HEADERS SHALL BE 4x6 HFp2 WHERE MAXIMUM SPAN=5'-0"AND SUPPORTED 0 BY A MINIMUM OF(1)CRIPPLE STUD AND(1)FULL HEIGHT STUD. y 0' 8. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE(2)2x STUDS. 9. UNLESS NOTED OTHERWISE,ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT I6"OC. DESIGN: RMK 10. UNLESS NOTED OTHERWISE,ALL BEAM-TO-BEAM CONNECTIONS SHALL BE SIMPSON HU OR HUC SERIES DRAWN: LVW FACE MOUNT HANGERS W/MAX NAILING. CHECK: 11. UNLESSHANGERS NOTED SW/MAX NAILING JOISTDIMENSIONAL LUMBER. JOB BE SIMPSON HU SERIES FACE MOUNT JOB NO: 21267.10 HANGERS W/MAX NAILING FOR DIMENSIONAL LUMBER. 12. UNLESS NOTED OTHERWISE,ALL BEAM-TO-POST CONNECTIONS SHALL BE SIMPSON CCQ OR ECCQ COLUMN DATE: 07/21/21 CAPS. 13. SEE TYPICAL ROOF FRAMING PLAN NOTES FOR ADDITIONAL INFORMATION NOT OTHERWISE SPECIFIED HERE. TYPICAL ROOF FRAMING PLAN NOTES: 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. 2. BEAMS SHOWN ON ROOF FRAMING PLAN SHALL BE ABOVE DOUBLE TOP PLATE UNLESS USED AS A DOOR OR WINDOW HEADER. 3. ROOF SHEATHING SHALL BE 1/2"PI 40/20 WITH 8d COMMON NAILS SPACED AT 6"OC AT ALL DIAPHRAGM BOUNDARIES,PANEL EDGES,SHEAR WALLS,COLLECTOR TRUSSES,AND BLOCKING OR TRUSS BLOCKING PANELS INDICATED ON PLANS.NAILING AT INTERMEDIATE FRAMING SHALL BE 8d COMMON NAILS @ 12" OC.REFER TO DETAIL 2/S4.1 FOR SHEATHING LAYOUTAND NAILING. 4. UNLESS NOTED OTHERWISE,HEADERS SHALL BE 4x6 HFp2 WHERE MAXIMUM SPAN=S'-0"AND SUPPORTED BY A MINIMUM OF(1)CRIPPLE STUD AND(1)FULL HEIGHT STUD. J S. UNLESS NOTED OTHERWISE,ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16"OC. W 6. REFER TO DETAIL 3/S4.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. O 7. ALL DIAPHRAGMS UNBLOCKED UNO. 6. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION W M UN CARRIED BY A BEAM BELOW. . O 9. ATTACH ALL RAFTERS AND ROOF TRUSSES TO WALLS BELOW WITH SIMPSON H2.5A HURRICANE TIES. W U W 00 N 10. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 11/2"0 HOLE CENTERED IN THE DEPTH AND AT THE W Q w 0) THIRD POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. Q Q 11, ROOF TRUSSES SHALL BE PRE-ENGINEERED BY OTHERS AND SPACED AT 24"OC,TYP. N = < O N Y uiQf Z J M > Q u (n Lo W G SHEET: S1.2