Laserfiche WebLink
1 of 4 <br />S U L L/�W/�Y 11545 W. BERNARDO COURT, SUITE 201 <br />SAN DIEGO, CA 92127 <br />■ E N Ci I N E E K I N G PROJECTMANAGER@SULLAWAYENG.COM <br />PHONE: 1-858-312-5150 FAX: 1-858-777-3534 <br />PROJECT: CAFE UU, 2925 WETMORE AVE., EVERETT, WA DATE: 06/10/2023 <br />PROJECT#: 39451-5 ENGINEER: JC <br />CLIENT: WESTERN NEON LAST REVISED: <br />1,_9„ 58„ <br />MAX CABINET <br />N <br />WEIGHT = 135LBS <br />1 ELEVATION - MAX OAH FROM GRADE:13'-0" <br />- HOLLOW 6 C " <br />MU WALL 4" <br />BY OTHERS <br />1 /4 <br />Y4" THK. <br />STIFFENER �? <br />PLATE <br />M <br />1 /4 <br />in <br />1l4 <br />6"x3'-3"xY4" STEEL MOUNTING PLATE <br />W/Y4' STIFFENER PLATE <br />W/ (6) %" 0 THREADED ROD SET IN <br />HILTI HIT HY-270 ADHESIVE <br />MIN. EMBED.=2" HOLLOW CMU/ INTO BED JOINT <br />MIN. EDGE DIST.=4" <br />2 SECTION <br />GENERAL NOTES <br />1. DESIGN CODE: IBC 2018, WASHINGTON SBCC 2018 <br />2. DESIGN LOADS: ASCE 7-16 <br />3. WIND VELOCITY 100 MPH EXPOSURE C <br />4. PLATE STEEL ASTM A36 <br />5. WELDING STRENGTH, Fexx = 70 KSI <br />6. THREADED ROD STEEL GR A36 <br />7. HILTI HIT-HY 270 ADHESIVE PER ICC-ESR-4143 <br />8. CMU BLOCK SHALL CONFORM TO CHAPTER 21 OF IBC, ASTM C90, WITH STRENGTH F'M=1500 PSI MIN. <br />9. MORTAR SHALL COMPLY PER IBC SECTION 2103 AND MUST BE TYPE N MINIMUM <br />10. ALL DIMENSIONS TO BE VERIFIED PRIOR TO FABRICATION <br />11. ALL EXISTING ELEMENTS AND DIMENSIONS TO BE VERIFIED IN FIELD <br />