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- #10 SELF-TAPPING LIGHT GAUGE STEEL <br />SCREWS @' 8" 0/C <br />TO (E) STEEL BEAM METAL STUD CONSTRUCTION 1. PROVIDE LIGHT GAUGE STEEL FRAMING MEMBERS WHICH <br />FLANGE (STAGG.)PER ItC# ESR-2405 CONFORM TO THE STEEL STUD MANUFACTURER'S ASSOCIATION <br />(SSMA) ICC ESR NO. 2405 <br />(ALT: USE HILTI SHOT PINS <br />0.157" 0 @ 16" 0/c PER 2. ALL STUD AND TRACK MATERIAL- SHALL CONFORM TQ THE(E) STEEL BEAM -11 \ICC#:ESR-2269)FOLLOWING, UNLESS NOTED OTHERWISE: <br />PRC)FWALL 54 MILS (16 GAUGE) AND HEAVIER..50 KSI MIN. YIELD <br />PAINTED STEEL.ASTM A570 GRADE 50 <br />DECEIVE U ASTM A607 GRADE 50 <br />L 2 1/2" DEEP x 20 ge Nli * GALVANIZED . .ASTM A446 GRADE D <br />CONT. METAL "SLIP TRACK" w/ .15 L , <br />#6 SCREW EA. SIDE @ EA. STUD MAR 2 1 2014 43 MILS (18 GAUGE) AND LIGHTER..33 KSI MIN. YIELD <br />PAINTED STEEL.ASTM A570 GRADE 33 <br />ta | ASTM A611 GRADE CCity of Santa Ana GALVANIZED .,ASTM A446 GRADE A <br />5/8" TYPE X <br />GYP. BOARD EA. SIDE 3. ALL MISCELLANEOUS STEELS SHALL CONFORM TO THE <br />w/ SCREWS @ 12" 0/c FOLLOWING, UNLESS NOTED OTHERWISE: <br />33 TO 43 MIL-S (20 TO 18 GAUGE)..33 KSI' MIN. YIELD <br />-- 3 1/2" x 20. ga NON-BRG.54 TO 97 MILS (16 TO 12 GAUGE). .50 KSI MIN. YIELD <br />METAL STUDS @ 16" O.C. <br />3-1/2" x 20ga ("STEEL HABITAT" ICC#: ESR-2561)4. ALL WELDING SHALL BE PERFORMED BY CERTIFIED LIGHT <br />METAL SILL TRACK APPROVED GAUGE WELDERS. CERTIFIED FOR ALL APPROPRIATE DIRECTION <br />w/ 1-#8 EA. SIDE PLANNING DIVISION WELDING R0DS SHALL CONFORM TO THE FOLLOWING: <br />PER STRUCTURAL WELDING CODE - SHEET METAL Dl.3-98 <br />8 EA STUD -MAS-ER I.D. 222 |H -· 11 3 3 6©43 MILS (18 GA) AND LIGHTER SHEET- TO SHEET..E60XX <br />1 -54 MILS (16 GA) AND HEAVIER SHEET TO SHEET..E70XX <br />--G.p - F6 6 zone_ 17 OR E6013 <br />3 /3WFPECIFIED FASTENERS MUST BE USED UNLESS ARCHITECT(E) CONCRETE - HILTI SHOT PIN 0.157" 0 X 1.25"PLANNER -5 01.22 . ' DATE *IRUOTURAL ENGINEER) IS NOTIFIED IN WRI-[ING AS TO <br />CONCRETE ANCHOR @ 32" o.c,ACCEPTABLE SUBSTITUTES. SPECIAL INSPECTION SHALL BE <br />SLAB USED WHERE REQUIRED. USE "HILTI" POWDER DRIVEN FASTENERS- ICC# ESR-2269 TRAASFERRED BY: '' _DATE <br />WHERE SPECIFIED.PLANNING INSPECTION REQUIRED: <br />TYP. STUD WALL CONNECTION louGH FINA NONE IRE TYING OF FRAMING COMPONENTS SHALL NOT BE <br />PERMITTED.NAME -(714) ··· - <br />11 <br />CON,G <br />-1 <br />Z <br />O' <br />F3 <br />VENTILATION CALCULTION <br />PROPOSED ENCLOSED AREA:.358 SQ. FT. <br />EXISTING OPENINGS TO REMAIN: <br />(E) 3'-0"*6'-8" DR.. .......20 SQ. FT. <br />(E) 10'-0"xl O'-0" GAR. OR..........100 SQ. FT. <br />120 SQ. FT. <br />NATURAL VENTILATION:. .. ........ .....33.5% <br />* EXISTING AUTO REPAIR EXHAUST SYSTEM SHALL REMAIN. <br />EXHAUST SYSTEM HAS A MINIMUM EXHAUST RATE OF: <br />1. cfm/ 1.5 ft' [PER 2007 CMC, TABLE 4-4]STANDS WHERE ENGINES ARE RUN SHALL HAVE EXHAUSTSYSTEMS THAT DIRECTLY CONNECT TO THE ENGINE AND <br />7. ALL STUDS FOR SUBMITTAL SHALL BE PUNCHED UNLESS <br />RETAIN PLANS FOR FUTURE REVISIONS.NOTED OTHERWISE.SUBJECT TO ITEMS CHECKED AND CONDITIONS <br />BELOW:-8. ALL CALCULATED STUD PROPERTIES, PER AISI---INTERIOR TI ONLY SPECIFICATION, ARE BASED ON THE FOLLOWING THICKNESS <br />NO EXTER[OR At.TERATIONS/MODIFICATIUMBLE; <br />O ALL ¥!ATER{ALS TO MATCH EXISTING 97 MILS (12 GA)0.1017"68 MILS (14 GA.) 0.0713" <br />O SCREENING REQJ{RED 54 MILS (16 GA.) 0.0566"43 MILS (18 GA.) 0.0451" <br />O SUBMIT LANDSCAPE PLANS :;33 MILS (20 GA.) 0.0346"18 MILS (25 GA.) 0.0188" <br />CONDITIONS:9. LATERAL BRIDGING FOR STEEL STUDS IS REQUIRED WHEN <br />,WALL BOARD, INSTALLED PER UBC CHAPTER 25, DOES NOT <br />)CONTINUE FULL HEIGHT ON BOTH SIDES, BRIDGING SHALL BE <br />INSTALLED PER MANUFACTURES RECOMMENDATIONS UNLESS <br />SPECIFICALLY SHOWN OTHERWISE WITHIN THE STRUCTURAL <br />DRAWINGS. <br />A PLAN am.... <br />A PLAN Clec ,.. <br />A <br />2 <br />8 <br />12/17/09 <br />eagle: AS NOIED <br />PREVENT ESCAPE OF FUMES.10. TEMPORARY BRACING REQUIREMENTS SHALL BE THE <br />RESPONSIBILITY OF THE CONTRACTOR. <br />- <br />20 hi <br />k <br />. -fl <br />1 <br />3 CE 09 <br />f <br />-3 Sec