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2022.08.31 FIELD FIX Over-head Support for bakery cantileveru 1'wo 4 13 CONTRACTOR TO CONFIRM BOX BEAM IS CONSTRUCTED Dr -:I? V GV KlnTG Z• IrZ: nlnT SCALE:1/4"=,'_0 PARTIAL CEILING FRAMING PLAN 14 FRAMING PLAN KEYNOTES ( 6005162-43 AT 24" o.c. MAX., TOP AND BOTTOM. COPE FLANGES AT THE ENE) AND BEND I W EB TO ATTACH TO BUILT-UP JOIST w/ (3) *10 SCREWS EACH END D6005162-43 AT 24" o.c. MAX. BOTTOM AND 6005162-43 TOP. COPE FLANGES AT THE ENE) AND BEND WEB TO ATTACH TO 5UILT-UP JOIST AND TRACK PER DETAIL 108 w K3) * 10 SCREWS At THE END. (3) (2) 8005200-54 w/ XXXT125-54, 50TTOM AND 6005162-43 TOP. ATTACH TO BUILT-UP JOIST PER KEYNOTE 4 w/ (1) RCA333/91 EACH SIDE w/ ((o) *10 SCREW EACH LEG ® (2) 14005200-68 w/ XXXT125-66, BOTTOM AND 6008200-43 TOP. ATTACH t0 BUILT-UP JOIST PER KEYNOTE 5 w/ (1) RCA333/91 EACH SIDE w/ ((o) *10 SCREW EACH LEG ( (2) 16005200-118 w/ XXXT125-91, 50TTOM AND 8005162-54 TOP © (2) 6005200-43, BOTTOM. ATTACH BACK TO BACK w/ *10 SCREWS AT 6" o.c. STAGGERED AND 6005200-43 TOP CD (2) 6005162-43 TS. ATTACH BACK t0 BACK w/ *10 SCREWS At 6" o.c. STAGGERED ® 3625162-43 STEEL STUDS AT 24" o.c. (a) 600T162-43 50TTOM w/ (2) *10 SCREWS TO EACH JOIST 10 6005162-43 (M 600T162-43 TOP w/ (2) *10 SCREWS TO EACH JOIST 11 ATTACH 5UILT-UP JOIST PER KEYNOTE 5 TO WALL BELOW w/ RCA223-91 w/ (3) *10 SCREWS A EACH LEG AT EACH STUD 12 PROVIDE 8005200-54 BLOCKING BETWEEN EXISTING STUDS w/ (l) SIMPSON RCA221/54 EACH END w/ (14) *10 SCREWS EACH LEG 13 ATTACH BUILT-UP JOIST t0 BLOCKING PER KEYNOTE 12 w/ (l) SIMPSON RCA221/54 EACH SIDE OF 5UILT-UP JOIST w/ (14) *10 SCREWS EACH LEG 14 ATTACH (1) 6005125-33 STUD TO (2) CLOSEST EXISTING STUDS w/ *10 SCREWS AT 6" o.c. STAGGERED AND TO EXISTING TOP AND BOTTOM TRACK w/ *10 SCREWS EACH SIDE FRAMING PLAN NOTES A. VERIFY ALL DIMENSIONS, ELEVATIONS, SLOPES, ETC., w/ ARCH'L. PRIOR TO CONSTRUCTION. RESOLVE DISCREPANCIES WITH ARCHITECT. 5. TYPICAL LOAD BEARING WALL FRAMING SHALL BE 6005162-33 (33 KSI) STEEL STUDS AT 24" o.c. U.N.O. C. WHERE NO JAMB IS NOTED ON PLAN OR SCHEDULE PROVIDE (1) STUD PER WALL SCHEDULE AT EACH END OF OPENING. i i U) H w w N O N O N z m O Z Q 0 z O G 0 Lu 0 z Q l 0 FL U W O rlel 09/19/2022 -x UNIT IAEIGHT 2025 LB5 WAS N 14 I NEW 4x12 (D FL #2) w/ LUS410 HANGER EACH END MAINTAIN T GAP BETWEEN EXISTING ROOF AND NEW BEAM (E) E314 X� EXISTING ROOF FRAMING PLAN liMMI11111 N U) w w N 0 0 N J Z m Q 0 Z O 75 0 Lu Lu Q 75 2 U Z Q ry CY) 0) U w O 09/19/2022 ARIGHT 106 SOFFIT DETAIL AT BAKERY AREA 106-202026 e n g I n e e r s �I BUILT-UP JOIST PER PLAN. REFER TO DETAIL 102 FOR INFORMATION SHOWN BUT NOT NOTED 21) 6005162-33 AT 24" oc. Q3 600TI25-33 w/ (2) 010 SCREWS INTO EACW FLANGE ® 010 SCREW AT 3" o.c. STAGGERED 0 SCREWS r PER PLAN AS OCCURS LIEU OF TOP JOIST CK BACK SOFFIT TO )WER JOIST AT 48" o.c. 09/19/2022 NO SCALE PROJECT: 99 RANCH MARKET — EDMONDS, WA No: SNL202026 SHEET: SK-3 ARIGHT WIRE PER PLAN w/ (8) TIGHT TURNS 3/16" x 0'-6" x AS R EQ'D U-PLATE 0 110 WIR E NU01-01 e n g i n e e r s 3/ 16 " x 3" x 0 '-6 " P LATE w/ 5/16" DIA. HOLE CENTERED (4) #14 SCREWS, EACH SIDE. EQUALLY SPACED BOX BEAM PER PLAN CONNECTION TO CFS BOX BEAM NO SCALE 09/19/2022 PROJECT: 99 RANCH MARKET - EDMONDS, WA No: SNL202026 SHEET: SK-4 ARIGHT NEW OR EXISTING BEAM PER PLAN CD 4- WIRE PER PLAN w/ (8) TIGHT TURNS e n g i n e e r s 3/16" x 0'-6" x AS R EQ'D U-PLATE (3) #12 WOOD SCREWS, EACH SIDE. EQUALLY SPACED 16"x3"x -1 5/16" DIA CENTERED 0 111 WIRE CONNECTION TO WOOD BEAM W-01 0 '-6 " PLATE . HOLE NO SCALE 09/19/2022 PROJECT: 99 RANCH MARKET - EDMONDS, WA No: SNL202026 [SHEET: SK-5