525 112TH ST SE 2024 Plans 2024-08-02

STRUCTURAL NOTES NOTES STRUCTURAL WOOD 1. STRUCTURAL WOOD COMPONENTS(BEAMS,HEADER,JOISTS,RAFTERS.ETC.)SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE FIBER STRESSES CONFORMING TO 2015 NDS(SIZE FACTOR INCLUDED IN STRESS VALUE): A.NO.1 DOUG FIR LARCH: SHEAR Fv= 180 PSI BENDING 2x4 Fb= 1,500 PSI BENDING 2x8 Fb= 1,300 PSI BENDING 2x8 Fb= 1,200 PSI BENDING 2x10 Fb= 1,100 PSI BENDING 2x12 Fb= 1,000 PSI 2. STRUCTURAL WOOD COMPONENTS FOR STUDS,POSTS AND MISCELLANEOUS FRAMING MEMBERS SHALL BE SOUTHERN PINE NO.2,DOUG FIR LARCH NO.2 OR BETTER. 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA UI. 4. SUBSTITUTIONS ARE ACCEPTABLE WITH THE APPROVAL OF THE PROJECT ENGINEER.UNLESS SHOWN OTHERWISE,INSTALL SIZE AND NUMBER OF FASTENERS SHOWN IN THE LATEST SIMPSON CATALOG. 5. NAILS-COMMON TYPE NAILS PER ASTM F1667. IF REQUIRED,PRE-DRILL HOLES TO 3/4 OF THE DIAMETER OF THE NAIL SHANK TO PREVENT SPLITTING. 8D 0.131'DIA BY 2-1/2'LONG WITH FYB=100 KSI 10D 0.148'DIA BY 3' LONG WITH FYB=90 KSI 12D 0.148'DIA BY 3-1/4'LONG WITH FYB=90 KSI 16D 0.182'DIA BY 3-1/2'LONG WITH FYB=90 KSI 6. FASTEN MULTI-PLY MEMBERS SUCH AS(2)2X4,(2)2X8,(3)2X8,ETC.WITH 10G NAILS AT 12-INCHES ON CENTER, STAGGERED IN TWO ROWS AND ON BOTH SIDES OF THE MEMBER. 7. SHEATHINGS:PLYWOOD OR OSB AND SHALL BE APA RATED STRUCTURAL SHEATHING EXPOSURE 1 WITH A MINIMUM SPAN RATING OF 32/16.ALL SHEATHING SHALL BEAR THE TRADEMARK STAMP"APA,THE ENGINEERED WOOD ASSOCIATION,"AND SHALL CONFORM TO STANDARD PS-1 OR PS-2.THE MINIMUM SPECIFIC GRAVITY,G, No. REVISED FOR: DATE(v-,w): SHALL BE 0.49 AND THE MOISTURE CONTENT SHALL NOT BE GREATER THAN 16%AT THE TIME OF INSTALLATION. ALL EXTERIOR SHEATHINGS SHALL BE"EXTERIOR"GRADE. 1.. A.WALL SHEATHING: MATCH EXISTING SHEATHING THICKNESS OR MINIMUM 15/32 INCH THICK OR AS SHOWN 2. ON THE PLANS 8. BOLTS:ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32"DIAMETER LARGER THAN NOMINAL BOLT DIAMETERS. 4, BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF 5. THE MEMBER.THREAD PROJECTION SHALL BE 1/16 INCH MINIMUM.ALL NUTS SHALL BE TIGHTENED WHEN e. INSTALLED AND RE-TIGHTENED AT THE COMPLETION OF WORK OR BEFORE CLOSING IN. 7. 9. MACHINE BOLT ANCHOR BOLTS SHALL BE ASTM A307,GRADE A,GALVANIZED.THEY SHALL BE PROVIDED WITH FULL BODY DIAMETER AS FOLLOWS: RI M KU S BODY OR SHANK NOMINAL DIAMETER SIZE MAX MIN 16932 WOODINVILLE REDMOND RD NE,#A103 1/2 0.5150 0.4820 WOODINVILLE,WA 98072 5/8 0.6420 0.6050 DHODSON©RIMKUS.COM 580-3228 0) 3/4 0.7880 0.7290 7/8 0.8950 0.8520 s-" � 1 1.0220 0.9760 ; d .d^� A. ADOPTED FROM ASME B18.2.1 I B. FOR DIAMETERS NOT INDICATED,REFER TO ASME B18.2.1&B18.2.6 C. THE AND SHANK OF A BOLT IS THE SMOOTH PORTION BETWEEN THE HEAD AND THE THREADS 4.* D.ALL SIZES IN TABLE IN INCHES t�•� 10. WASHERS:ALL BOLT HEADS,LAG SCREWS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT N0. ISSUED FOR: DATE(Y-M-D)'. WASHERS. 1. ISSUE FOR PERMIT 2024,1-5 11. REPLACE ALL FULL DEPTH BLOCKING OR BRIDGING WHEN REMOVED. 2. 12. MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED 19%. 3. 13. OVER DRIVING OF NAILS THROUGH SHEARWALL,ROOF,OR FLOOR SHEATHING IS NOT ALLOWED.NAILS SHALL a BE DRIVEN SO THAT THE HEADS ARE FLUSH WITH THE SURFACE OF SHEATHING. 14. MACHINE APPLIED NAILING:SUBJECT TO SATISFACTORY JOB SITE DEMONSTRATION FOR THIS PROJECT AND CONTINUED SATISFACTORY PERFORMANCE MAINTAINING EDGE DISTANCES AND WITHOUT OVERDRIVING 6. NAILS. 7 15. ANCHOR BOLTS,FASTENERS,NAILS,WOOD SCREWS,LAG SCREWS,BOLTS AND ALL OTHER CONNECTORS PROJECT: SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-153,ASTM A-653 HOT DIPPED ZINC COATED GALVANIZED STRUCTURAL REPAIR FOR OR SHALL BE STAINLESS STEEL.FASTENERS OTHER THAN NAILS,WOOD SCREWS AND LAG SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY-DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN WOODBROOK APARTMENTS ACCORDANCE WITH ASTM B695,CLASS 55 MINIMUM. 525 112TH ST SOUTHEAST 16, CONTRACTOR SHALL BE REQUIRED TO FURNISH AND INSTALL SOLID BLOCKING HAVING A MINIMAL NOMINAL EVERETT,WA 98208 THICKNESS OF TWO INCH AND A MINIMUM DEPTH TO MATCH ADJOINING MATERIALS.SAID BLOCKING SHALL BE INSTALLED AT ALL JOIST SUPPORT LOCATIONS. 17. ALL MANUFACTURERS PRODUCTS IDENTIFIED ON THE DRAWINGS AND/OR SPECIFIED WITHIN THE CLIENT: CALCULATIONS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS CUSHMAN AND WAKEFIELD AND REQUIREMENTS. 11235 SE 6TH ST SUITE 200 BELLEVUE,WA 98004 SHEET TITLE: STRUCTURAL NOTES FOR CLIENTS SOLE USE PER GOVERNING CONTRACT AND LIMITED TO APPLICABLE PROJECT.NO MODIFICATIONS OR REPRODUCTIONS WITHOUT WRITTEN APPROVAL OF RIMKUS.CONTRACTOR SOLELY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. PROJECT NO: 100239362 DATE(Yaa-D): 2024-01-5 SCALE AS NOTED DESIGNED BY: RIMKUS DRAWN BY: DJH CHECKED BY: RJD DRAWING NO Soot SHEET NO: