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• • w o E GENERAL NOTES COLD-FORMED STEEL f 22GAUGECONT > Q METAL SIDING ¢o 1 (E)CONC RAISED CURB t o 3 m a ALL DESIGN AND CONSTRUCTION SHALL CONFORM REFERENCE STANDARDS OTHERSEL Y ( WALL n a w�: m TO THE REQUIREMENTS OF THE INTERNATIONAL IBC CHAPTER 22,SECTIONS 2210 AND 2211. 1 n. BUILDING CODE(IBC),2015 EDITION,AS AMENDED AISI S100"NORTH AMERICAN SPECIFICATION FOR #10 SCREWS BY THE CITY OF EVERETT, THE DESIGN OF COLD-FORMED STEEL STRUCTURAL III 3/8"0 \ MEMBERS" @ 12"OC ; CONTRACTOR SHALL VERIFY ALL LEVELS, AISI S240"NORTH AMERICAN SPECIFICATION FOR j' , JII ALL-THREAD —�'- DIMENSIONS,AND EXISTING CONDITIONS IN THE COLD-FORMED STEEL STRUCTURAL FRAMING" I W/3"EMBED, j ' FIELD BEFORE PROCEEDING.CONTRACTOR SHALL SI j ( AT 24"OC. I \ till NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONT 18 GAGE i I DRILL&EPDXY i`rr� FIELD CHANGES PRIOR TO INSTALLATION OR FRAMING MEMBERS STUD(BEND PL)W/ l I W/HILTI HIT-RE #8 SCREW \ (E)METAL FABRICATION.IN CASE OF DISCREPANCIES COLD-FORMED STEEL FRAMING MEMBERS SHALL BE 1-5/8"FLANGES& I 500-SD @ 12"OC I STRUCTURE BETWEEN THE EXISTING CONDITIONS AND THE OF THE SIZE,SHAPE,AND GRADE AS INDICATED ON 3/8"LIP RETURNS Gr DRAWINGS,THE CONTRACTOR SHALL OBTAIN THE DRAWINGS AND IN ACCORDANCE WITH THE DIRECTION FROM THE ENGINEER BEFORE STEEL STUD MANUFACTURER'S ASSOCIATION ICC NOTES: PROCEEDING. EVALUATION REPORT ESR-3064P. NOTES: 1. REF 1/R9&3/R9 OF WETHERHOLT DWGS. 1. REF 1/R9 OF WETHERHOLT DWGS. CONTRACTOR SHALL VERIFY ALL EXISTING O DETAIL © DETAIL CONDITIONS BEFOREA COMMENCING ANY MATERIALS DEMOLITION.CONTRACTOR SHALL PROVIDE NO SCALE NO SCALE ADEQUATE SHORING AND BRACING OF ALL STUDS AND TRACK ASTM A 1003,TYPE H STRUCTURAL MEMBERS AND EXISTING 43 MIL AND THINNER, CONSTRUCTION,AS REQUIRED,AND IN A MANNER GRADE 33 SUITABLE TO THE WORK SEQUENCE.TEMPORARY #8 GALV SCREWS SHORING AND BRACING SHALL NOT BE REMOVED MISCELLANEOUS SHAPES GRADE 33 @ 12"OC GAGE CLEAT UNTIL ALL FINAL CONNECTIONS HAVE BEEN (STRIPS,SHEETS, i--- BY OTHERS COMPLETED IN ACCORDANCE WITH THE DRAWINGS ANGLES,BRIDGING) }\'-" RAISED CURB \. #8 STAINLESS 0� AND MATERIALS HAVE ACHIEVED DESIGN j ' PER 2/S1.0 SCREWS @ 12"OC e— STRENGTH. SHEET METAL SCREWS ASTM C 1513 GAGE CLEATrvi #8 GALV 1 EA WAY FRAMING FASTENERS GRABBER WAFER HEAD �BY OTHERS SCREWS CV CONTRACTOR SHALL BE RESPONSIBLE FOR ALL @ 12"OC -+- SAFETY PRECAUTIONS AND THE METHODS, BORATE TREATED U TECHNIQUES,SEQUENCES OR PROCEDURES SHEET METAL SCREWS #8 GLAV SCEWS PLYWOOD BY OTHERS CD REQUIRED TO PERFORM THE WORK. FASTENERS SHALL BE SELF-DRILLING AND SHALL @ 12"OC 1 (WHERE OCCURS). EXTEND THROUGH THE CONNECTION WITH A (E)METAL METAL PANEL (j MINIMUM OF 3 EXPOSED THREADS. STRUCTURE SIDING BY #8 STAINLESS SCREWS OTHERS AT 12"OC EA WAY. GALVANIZING METAL SIDING I .. GALVANIZE ALL MEMBERS IN ACCORDANCE WITH PANEL BY OTHERS (E)STEEL ASTM A 653,G60. NOTES: NOTES: 1. REF 1/R9&3/R9 STRUCTURE 1. REF 1/R11&2/R11 OF WETHERHOLT OF WETHERHOLT ODETAIL DWGS. © DETAIL DWGS. N NO SCALE NO SCALE O - "' _..___ (70- WHERE(E)VERT ANGLE CI- DOES NOT OCCUR, USE L 1 1/2 x 1 1/2 x 3 (N)400S162-43 N -cs 0 x 43 MIL W/(2)#8 BETWEEN(E) (E)Z-PURLINS TYP __IN i SCREWS EA LEG Z-PURLINS TYP to s._ 0 C \N \ 0 •CD 0 0 1 - p jx ,�. I " ��xx Q_ 0) Z in Lu I x // W 0/ if O \y o 030 1 #8 SCREWS, O N (N)400S TO O ..+=CV (E)METAL GAUGE (E)ANGLE ' Z �G Cl) ANGLE CONNECTED J s— 00 jCD 111 J� TO(E)Z-PURLINS& { (E)BOT ANGLE TYP. o n N I j (SEE NOTE 2) _� , , - � X XJ T-" �_ U W W 1 o 0 NOTES: F— _ 1. REF 1/R1 . WETHERHOLT DWGS. (E)CONT METAL U Q 2. ON NO'' H SIDE OF BLDG,PROVIDE(N)L2 x 2 x 54 MIL. GAUGE ANGLE AT CO CT TO(E)Z-PURLIN W/(3)#8 SCREWS AT 2"OC. :OTTOM.(SEE NOTE 2) P RJ# : 1800150 I r NECT TO(N)BOT ANGLE W/(2)#8 SCREWS AT 1 1/4"OC. ;. DRW : J BB 0 5 DET I `'` CHK : AMR NO SCALE �� Sc.: . _ CITY 0 VERETT DATE :2/12/19 \\ zilREVIEWED FOR PERM SHEET S 1 .0 1 J �f