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

PLACE NOTES �- (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEEi3ING ABBREVIATIONS FOUNDATION PLAN&MAIN FLOOR FRAMING PLAN NOTES: (A) ABOVE GLB GLUE-LAMINATED BEAM 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 1. EXTERIOR FOOTINGS SHALL BEAR A MIN OF V-6"BELOW ADJACENT GRADE. AB ANCHOR BOLT HORIZ HORIZONTAL PHONE (425) 778-8500 KING POST FAX (425) 778-5536 KF T RN T ALTERNATE 2. FOOTINGS SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL. AI- _ 3. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS.REFER TO ARCH ARCHITECT KSI KIPS PER SQUARE INCH - - - - - - - - STRUCTU RAIL NOTES FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. (8) BELOW L ANGLE 4. REFER TO HOEDOWN SCHEDULE ON SHEET S2.1 FOR HOLDOWN TYPES AND FRAMING PLANS FOR HOLDOWN BD BAR DIAMETER 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. CIP COMPLETE JOINT PENETRATION PL PLATE 8. FLOOR SHEATHING SHALL BE 3/4"PI 48/24 WITH lOd COMMON NAILS SPACED AT 6"OC AT ALL DIAPHRAGM CLR CLEAR PLCS PLACES G.- x4� BOUNDARIES,PANEL EDGES AND SHEAR WALLS AND 10"OC AT INTERMEDIATE FRAMING,FOR SHEATHING CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH Q of i LAYOUT AND NAILING REFER TO DETAIL 2/S4.1. COL COLUMN PSF POUNDS PER SQUARE FOOT /Fa �o 9. ALL DIAPHRAGMS UNBLOCKED UNO. CONC CONCRETE P/T POST TENSIONED T PRESSURE TREATED 10. UNLESS NOTED OTHERWISE ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16"OC. CONN CONNECTION P �P L SI 11. CONTRACTOR SHALL HAVE THE OPTION TO DRILL HOLE CENTERED IN THE DEPTH AND AT THE COORD COORDINATE REQ'D REQUIRED CONT CONTINUOUS REINF REINFORCING CNAL THIRD POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. _ 2,1 21 12. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. DEL DOUBLE SCHED SCHEDULE DET DETAIL SIM SIMILAR 13. SEE TYPICAL UPPER FLOOR FRAMING NOTES FOR ADDITIONAL INFORMATION NOT OTHERWISE SPECIFIED HERE. DIA DIAMETER SOG SLAB ON GRADE DIM DIMENSION STD STANDARD TYPICAL UPPER FLOOR FRAMING PLAN NOTES: DIR DIRECTION STIFF STIFFENER 1. FLOOR SHEATHING SHALL BE 3/4"PI 48/24 WITH 10d COMMON NAILS SPACED AT 6"OCAT 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)lad NAILS EVENLY SPACED PER BOARD AT DECKING ENDS AND ALL EX_ EXISTING TOC TOP OF CONCRETE _ BOUNDARY EDGES,AND(1)lad NAILS EVENLY SPACED PER BOARD ATALL SUPPORT FRAMING. EXP EXPANSION TOS TOP OF STEEL 2. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION FLR FLOOR TOW TOP OF WALL co yOj UNLESS CARRIED BY A BEAM BELOW. LD FDN FOUNDATION TYP TYPICAL d an 3. ALL DIAPHRAGMS UNBLOCKED UNO. FTG FOOTING UNO UNLESS NOTED OTHERWISE 4. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 11/2"0 HOLE CENTERED IN THE DEPTH AND ATTHE FS FAR SIDE VERT VERTICAL V) w w THIRD POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. GC GENERAL CONTRACTOR WF WIDE FLANGE 0 d d S. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. ..y N N N THE FLOOR FRAMING WALL-TO-WALL WITH MAXIMUM NAILS.REFER TO DETAIL 1/S4.2 FOR 6, STRAP STYLE HOEDOWNS SHALL BE ATTACHED AT THE UPPER FLOOR WALLS AND WILL SPAN VERTICALLY LU ACROSS C N O ADDITIONALINFORMATION. 0 O O 7. UNLESS NOTED OTHERWISE,HEADERS SHALL BE 4x6 HF#2 WHERE MAXIMUM SPAN=S'-0"AND SUPPORTED Y -< - BY A MINIMUM OF(1)CRIPPLE STUD AND(1)FULL HEIGHT STUD. a S. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL 8E(2)2z STUDS. � 9. UNLESS NOTED OTHERWISE,ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16'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. UNLESS NOTED OTHERWISE,ALL JOIST-TO-BEAM CONNECTIONS SHALL BE SIMPSON HU SERIES FACE MOUNT JOB NO: 21 267.10 - HANGERS W/MAX NAILING FOR DIMENSIONAL LUMBER. - DATE: 07/21/21 [I{t 12. UNLESS NOTED OTHERWISE,ALL BEAM-TO-POST CONNECTIONS SHALL BE SIMPSON CCQOR ECCQ COLUMN 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 Bd 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 LAYOUT AND NAILING. - 4. UNLESS NOTED OTHERWISE,HEADERS SHALL BE 46 HF#2 WHERE MAXIMUM SPAN=5'-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. L u 6. REFER TO DETAIL 3/S4.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS, O 7. ALL DIAPHRAGMS UNBLOCKED UNO. W 8. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION M UNLESS CARRIED BY A BEAM BELOW. - W N 9. ATTACH ALL RAFTERS AND ROOF TRUSSES TO WALLS BELOW WITH SIMPSON H2.SA HURRICANE TIES. () W 00 /^ 10, CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 11/2"0 HOLE CENTERED IN THE DEPTH AND AT THE W > 01 Vw, THIRD POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN, Q Q Q? 11, ROOF TRUSSES SHALL BE PRE-ENGINEERED BY OTHERS AND SPACED AT 24"OC,TYP. (f = > 0 f- 1� W Z J - > -J (n Ln LIJ SHEET: I