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Page 1 of 20 <br /> 611 <br /> q 0 7 ' 00 ? <br /> S L LAW AY 10815 RANCHO BERNARDO RD.,SUITE 260 <br /> U �► SAN DIEGO,CA 92127 <br /> GI ERING PROJECTMANAGER@SULLAWAYENG.COM <br /> PHONE:1-858-312-5150 FAX:1-858-777-3534 <br /> PROJECT: BURGER KING#24687,8225 EVERGREEN WAY,EVERETT,WA DATE: 8/7/2019 <br /> PROJECT#: 22864B ENGINEER: BF <br /> CLIENT: SIGN RESOURCE IDENTITY GROUP LAST REVISED: <br /> 5'-114" <br /> 11 1 0.09"THK.ALUM. <br /> 1'- 16„ 1H__i_______ 7'-0" -- - 2'-10$" 4- HOOD COVER <br /> -1111 <br /> 2.5X0.250 <br /> Mid. ROUND HSS <br /> N 118„ <br /> SEE PG.8 <br /> Ark SEE <br /> FRAME <br /> 0o v MEMBER <br /> CALLOUTS <br /> 1.0171- i SQ. HSS Ali <br /> IR NI 1111111111111KOF <br /> \ ` . 1Uik <br /> �/ rH ri <br /> / S f* MI MI \\ICI Mil PI i <br /> -dam' (12)#4 VERT. BARS <br /> REMAINDE W/#4 TIES @"-12TOP 24" <br /> ' I' <br /> /( ,( 2'-0"0 <br /> 11 SIDE ELEVATION 2 FRONT ELEVATION <br /> GENERAL NOTESREM'IN E 1 <br /> 1. DESIGN CODE:IBC 2015 SEP 0 5 2019 <br /> 2. DESIGN LOADS:ASCE 7-10 <br /> 3. WIND VELOCITY 115 MPH EXPOSURE C CITY OF EVERETT <br /> 4. ROOF LIVE LOAD:25 PSF <br /> 5. SNOW LOAD:20PSF Permit Services <br /> 6. CONCRETE 2500 PSI MINIMUM SEP 0 4 19 <br /> 7, ROUND HSS STEEL ASTM A513 Fy=72 KSI MIN. <br /> 8. SQ./RECT.HSS STEEL ASTM A500 Fy=46 KSI MIN. <br /> 9, TUBE STEEL ASTM A513 Fy=72 KSI MIN. + '7 <br /> 10. ANGLE STEEL ASTM A36 4 1 , <br /> 11. BOLT STEEL ASTM A307 HOT DIP GALVANIZE PER ASTM A153 ixk'. C,,CJ 4` <br /> � <br /> 12. PLATE STEEL ASTM A36 Q % 4 $ s <br /> 13. STEEL REINFORCEMENT IN CONCRETE ASTM A615 GR 60 _ '. <br /> 14. ANCHOR BOLT STEEL ASTM F1554 GR.36 �, <br /> 15. ALUMINUM ELEMENTS 6061-T6 ++o ,� 44 <br /> 16. LATERAL SOIL BEARING PER CBC CLASS 4(150 PSF/FT) *form:0 <br /> 17. PROVIDE PROTECTION AGAINST DISSIMILAR METALS <br /> 18. PROVIDE MIN.3"CLEAR COVER ON ALL STEEL <br /> EMBEDDED IN CONCRETE <br />