3610 W MUKILTEO BLVD 2020 Plans 2022-12-01

t (2) 2 X 12 N/R (2/S-3) ci II n L SET �12 :=J=fr 4 II 11 2X12 HF2 24" O.C. 4,1 (a,� , �F, I I 1 � I I I I I TD1 (0/5=3.1) TD1(8/S-3.1) TD1 (>J/ 41) n u n ri' �. r_111.875TJI110 �� T01 (E/5-11) 16 O.C. �. 2� C 3�-- SW-3 : 7�01,� � � SW-�:41141' -- ---- �I---- --- -- —e ------ f ,� -- -- — — — r 119- .750 x 1.675 LVL TE - — J - 4 X 12 BLOCKING C 3 u n n �, � � f1 11 u f3N11d�(2)2x6��2� HU310 TYP BATH f I I UT - ---- -- G � - �� II u i TD1 (0-3.1) i RIM JOIST , 5 ! S-3.1 T01 (9/S-3.1) SW-2:3'-9„ C2 ®iC2 - C 1_ II n if �r — n ° CD �I, �, f I � ,J C1 I ' — — — - -— S-3.1I - SW 1:TD1 (I1/5-3.1) C 3G 1 C 1 C 3 DRAG STRUTo ____ ________________________BM21-(2)2x6DF -- (flROPP D 11,675 TJI 110 1 Lu TD1 (3A/S-3) 16" O.G. > _ 2 X 12 HF 2 C 2 T 1 7/S �.1 O.G. 35�.I '�ST4 STP,AP- - - - - — - -i OFFICE - KITCHEN N/ R C14 1 , Ln If RM 26-(2) 2 x 6 OF #2 �! - - I HU612 co 4 OM 13-7X 11.075 PSL 2.OE C 4 (DROPPED) — - - - - ----- - - TD1 C3 - - - - 1 DM 21-1.750 x 11.675- TDi (6/S-3.1)- LVL .OE SW-2 :13'-6' c„ - C 3 DRAG STRUT ____--__®__________ _______ --- T1(1/S- 2)� C 3 - - - - - - - - - - -� TD1 (1/S 3.2)- G1 c2 � 11.375 JI 110 (2) 2 X 12 HF 2 TD1 6/S 3.1 l �INI�G � � o ( } ENTRY a LIVING g- \ cm — HU312 UM 17-(2) 2 x 12 OF I — --e — €� r _ - -----------------------------------3 --------------- ------ - - -- --- �'- �1 G 1 (— ------r-- -- -- —-6Mi(I 4 x3 D 2 I i I f C 11 OPPED DM 15-6 x 10 D#24L cm 3 �' �4_ 77 C 1 DM 25 (2) 2 x 12 OF SW-1 : 4'-3°' I I " 1 (3/5-3.1} TD1 (3/ 41) TD1 (6lS 3.1) TD1 (6/5-3.1) STRUCTURAL FRAMING PLAN NOTES TDi (6/S-3.1) FASCIA 1. ALL REAMS SHALL RE FLUSH UNLESS NOTE OTHERWISE ON THE PLAN. HEADERS SHALL BE DROPPED (SEE NOTE 9). 2. REFER TO THE HEADER DETAIL ON THIS SHEET FOR HEADERS NOT SPECIFICALLY CALLED OUT ON THIS PLAN. 3. UNLESS NOTED OTHERWISE, USE (2) 2 X 4 OR (2) 2 X 6 UNDER ALL HEADERS. 4. STRAPS SHOWN ON THIS LEVEL ATTACH TO WALLS ABOVE AND BELOW (CENTERED ABOUT THE JOIST RIM. 5. SHEAR WALLS SHOWN ON THIS PLAN OCCUR BELOW THE FLOOR FRAMING. 6. PROVIDE CONTINUOUS SOLID BEARING TO THE FOUNDATION AT GIRDER TRUSSES, HIP MASTERS, BEAMS AND HEADERS. 7. IF MANUFACTURED FLOOR JOISTS ARE USED IN LIEU OF SOLID FRAMING (IF APPLICABLE), PROVIDE SHOP DRAWINGS FOR REVIEW. 3. FLOOR SHEATHING & NAILING: 3.1. FLOOR SHEATHING SHALL RE' T & G. 3.2. NAIL WITH 1 Od @ 6" O.C. AT PERIMETER AND 1 Od @ 12" O.C. IN THE FIELD - UNLESS OTHERWISE NOTED ON PLAN. 9. WALL TOP PLATE REQUIREMENTS - ALL TOP PLATES OF WALLS SHALL BE DOUBLE 2 X 6 (OR 2 X 4 IF ALLOWED). THE TOP PLATES MUST DE CONTINUOUS OVER HEADERS. DO NOT CUT DOUBLE TOP PLATES UNLESS ALLOWED PER THE FRAMING PLAN. MST43 (2/p SW-1: TD1 (6/5-3.1) TD1 (3/5-3.1) # FLOOR SHEAR WAL H w I D FLOOR emeO FRAMING PLAN /-LOWER- R O S FRAMING F S a Oil - COLUMN SCHEDULE COLUMN MART( TYPE COL C1 4x4DF2 COL C 2 4 x 4 OF 2** COL C3 4x6DF2 COL C4 6x6DF2 NOTES, 1. (3) 2 X 4 DF 2 OR (3) 2 X 6 DF 2MAY DF SUBSTITUTED FOR 4 X 4 DF 2 AT LOCATIONS WHERE A HEADER IS NOT SPECIFICALLY CALLED OUT ON PLAN REFER TO THE DETAIL BELOW: (3) 2 X 4 HF/DF 2 (2) 2 X 6 STUDS OR (2) 2 X 6 HF/DF 2 OR PER HOLD-DOWN SCHEDULE (2 PLCS) TYPICAL HEADER DETAIL (UNO) ------------------------------------------ JOIST REARING POINT PER PLAN r JOIST SPAN PER PLAN TYPICAL JOIST SYMBOL ------------------------------------------- SHEET NUMBER WHERE DETAIL IS SHOWN HOLD-DOWN DETAIL NUMBER - MSTXX OR TDX (2 /S-3) MSTXX OR TDX (2 /S-3) Imo- MIN LENGTH OF SW --�i SHEAR WALL MARK ®1 ®1 l-11 (EXAMPLE) PER S.W. TABLE S-3 MIN LENGTH OF SHEAR WALL (EXAMPLE) SHEAR WALL LEGEND SW ® SHEAR WALL TD TIE DOWN PER SW SCHEDULE @ S-3 N/R = NO HOLD=DOWN REQ'D 1 MSTXXX = MST STYLE STRAP TDX (TIE DOWN) PER HOLD-DOWN SCHEDULE ON S-3 (EACH -END OF S.W.) ------------------------------------------- SYMBOL LEGED m POST/COLUMN SUPPORTED BY A BEAM. DOES NOT CONTINUE TO FLOOR BELOW. C 1 TYPICAL COLUMN MARK PER SCHEDULE z= POST/COLUMN SUPPORTING A REAM. (CONTINUES THRU THE FLOOR) I TYPICAL REAM TO BEAM CONNECTION i GT = GIRDER TRUSS TYPICAL MULTI PLY BEAM EXAMPLE BM 6-(2) 2 x 6 DF2 NUMBER OF PLIES