1606 SE EVERETT MALL WAY 2025 Plans 2025-11-04

STRUCTURAL NOTES NOTES: STRUCTURAL WOOD EXPANSION ANCHORS 1. STRUCTURAL WOOD COMPONENTS(BEAMS,JOISTS,RAFTERS, ETC.)SHALL HAVE THE FOLLOWING 1. SPECIAL INSPECTION IS REQUIRED MINIMUM ALLOWABLE FIBER STRESSES CONFORMING TO 2018 NDS(SIZE FACTOR INCLUDED IN STRESS VALUE): 2. MATERIALS:(ICC ESR 1385) A.NO.1 DOUG FIR LARCH: HILTI ANCHORS CC ESR 1385 KWIK-BOLT SHEAR Fv= 180 PSI 3. INSTALLATION: BENDING 2x4 Fb= 1,500 PSI ANCHOR DIA. ANCHOR TORQUE MINIMUM EMBED BENDING 2x6 Fb= 1,300 PSI 1/4" 4 f tlbs 1-1/2" BENDING 2x8 Fb= 1,200 PSI 3/8" 15 fUlbs 2" BENDING 2x10 Fb= 1,100 PSI 1/2" 25 fUlbs 3-1/4" BENDING 2x12 Fb= 1,000 PSI 5/8" 65 fUlbs 4" 3/4" 120 fUlbs 4-3/4" 2. STRUCTURAL WOOD COMPONENTS FOR STUDS,POSTS AND MISCELLANEOUS FRAMING MEMBERS SHALL A. SHALL BE IN ACCORDANCE WITH ICC ESR 1385. BE SOUTHERN PINE NO.2,DOUG FIR LARCH NO.2 OR BETTER. 3. WOOD FRAMING CONNECTORS:ALL CONNECTORS SHALL BE TYPE GALVANIZED STEEL.CONNECTOR B. USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI B212.15-1994.DRILL BIT SIZE IS MODEL NUMBERS SHOWN ON PLANS ARE STRONG-TIE CONNECTORS AS MANUFACTURED BY SIMPSON EQUAL TO ANCHOR DIAMETER. STRONG-TIE COMPANY. C. CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A NYLON 4. SUBSTITUTIONS ARE ACCEPTABLE WITH THE APPROVAL OF THE PROJECT ENGINEER.UNLESS SHOWN BRUSH.HOLE DEPTH TO EXCEED EMBEDMENT DEPTH BY TWO ANCHOR DIAMETERS. 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 4. DO NOT INSTALL ANCHORS IN MASONRY THAT IS LESS THAN 7 DAYS OLD. OF THE NAIL SHANK TO PREVENT SPLITTING. 5. PROVIDE STAINLESS STEEL ANCHORS OR MECHANICALLY GALVANIZED ANCHORS(PER ASTM 8D 0.131"DIA BY 2-1/2"LONG WITH FYB=100 KSI B-695)WHERE ANCHORS ARE USED IN EXTERIOR CONDITIONS. 10D 0.148"DIA BY 3" LONG WITH FYB= 90 KSI CONCRETE-EPDXY ANCHORED REINFORCEMENT AND THREADED RODS 12D 0.148"DIA BY 3-1/4"LONG WITH FYB= 90 KSI 1. SPECIAL INSPECTION IS REQUIRED. 16D 0.162"DIA BY 3-1/2"LONG WITH FYB= 90 KSI 2. MATERIALS:(ICC ESR 3187) 6. FASTEN MULTI-PLY MEMBERS SUCH AS(2)2X4,(2)2X8,(3)2X8,ETC.WITH 10d NAILS AT 12-INCHES ON EPDXY ADHESIVE HILTI HIT HY200 CENTER,STAGGERED IN TWO ROWS AND ON BOTH SIDES OF THE MEMBER. 3. INSTALLATION OF REINFORCEMENT AND THREADED RODS 7. SHEATHINGS:PLYWOOD OR OSB AND SHALL BE APA RATED SHEATHING EXPOSURE 1 WITH A MINIMUM A. SHALL BE IN ACCORDANCE WITH ICC ESR 3187. NO. REVISED FOR: DATE(Y-M-D): SPAN RATING OF 32/16. ALL SHEATHING SHALL BEAR THE TRADEMARK STAMP"APA,THE ENGINEERED B. USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI B212.15. 1. WOOD ASSOCIATION,"AND SHALL CONFORM TO STANDARD PS-1 OR PS-2. THE MINIMUM SPECIFIC C. CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A NYLON BRUSH 2. GRAVITY,G,SHALL BE 0.49 AND THE MOISTURE CONTENT SHALL NOT BE GREATER THAN 16%AT THE TIME FOR STANDARD EQUIPMENT AND ANCHORS. 3. OF INSTALLATION. ALL EXTERIOR SHEATHINGS SHALL BE"EXTERIOR"GRADE. D. NO CLEANING OF HOLES IS REQUIRED WITH THE'HILTI SAFE SET'SYSTEM USING HIT-Z OR a. A. WALL SHEATHING: MATCH EXISTING SHEATHING THICKNESS OR MINIMUM 15/32 INCH THICK OR AS HIT-Z-R ANCHORS. 5 SHOWN ON THE PLANS. 4. DO NOT INSTALL REINFORCEMENT OR ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD. 6. 8. REPLACE ALL FULL DEPTH BLOCKING OR BRIDGING WHEN REMOVED. 7. 9. MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED 19%. 10. OVER DRIVING OF NAILS THROUGH ARLL,ROOF,OR FLOOR SHEATHING IS NOT ALLOWED.NAILS R I M KU S SHALL BE DRIVEN SO THAT THE HEADSDS AREE FLUSH WITH THE SURFACE OF SHEATHING. 11. MACHINE APPLIED NAILING:SUBJECT TO SATISFACTORY JOB SITE DEMONSTRATION FOR THIS PROJECT AND CONTINUED SATISFACTORY PERFORMANCE MAINTAINING EDGE DISTANCES AND WITHOUT OVERDRIVING NAILS. 12. ANCHOR BOLTS,FASTENERS,NAILS,WOOD SCREWS,LAG SCREWS,BOLTS AND ALL OTHER CONNECTORS 13900 ALTON PKWY SUITE 123 SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-153,ASTM A-653 HOT DIPPED ZINC COATED IRVINE,CA 92618 GALVANIZED OR SHALL BE STAINLESS STEEL.FASTENERS OTHER THAN NAILS,WOOD SCREWS AND LAG CHRISTINE.COSIP@RIMKUS.COM SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY-DEPOSITED ZINC-COATED STEEL WITH COATING (800)580-3228 1(949)818-0404 WEIGHTS IN ACCORDANCE WITH ASTM B695,CLASS 55 MINIMUM. SEAL: 13. CONTRACTOR SHALL BE REQUIRED TO FURNISH AND INSTALL SOLID BLOCKING HAVING A MINIMAL Cy J Hoo NOMINAL THICKNESS OF TWO INCH AND A MINIMUM DEPTH TO MATCH ADJOINING MATERIALS.SAID ow W S,�s�L BLOCKING SHALL BE INSTALLED AT ALL JOIST SUPPORT LOCATIONS. Fw c 0 14. ALL MANUFACTURERS PRODUCTS IDENTIFIED ON THE DRAWINGS AND/OR SPECIFIED WITHIN THE r z CALCULATIONS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S y RECOMMENDATIONS AND REQUIREMENTS. RRt�J ns8s f--,- l/A SSrONAL NO. ISSUED FOR: tb+4� DATE(Y-M-D): 1. CONSTRUCTION 2025-03-20 2. 3. 4. 5. 6. 7. PROJECT. STRUCTURAL REPAIR DRAWINGS FOR WEST WALL AND SOUTHWEST CORNER 1606 SE EVERETT MALL WAY EVERETT,WASHINGTON,98208 CLIENT: BLUSKY RESTORATION CONTRACTORS,L.L.C. 1000 SW 34TH ST RENTON,WA 9805 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: 100292957 DATE(Y-M-D): 2025-03-21 SCALE: AS NOTED DESIGNED BY: MK DRAWN BY: MK CHECKED BY: JDM DRAWING NO: SON L City of Everett Permit Services EVERETT Reviewed for Permit 05/16/2025 SHEET NO: 2 OF 4