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1" FACE OF STUD <br />TO CONC. <br />SHEATHING <br />2x6 STUD WALL <br />PER PLAN <br />PER PLAN <br />%" O A. BOLT <br />PER SCHEDULE <br />3x6 PT PLATE <br />(48" O.C. MAX) <br />SLAB DOWEL PER PLAN <br />W/ WASHER PER S <br />HOOK TOP BAR AT EDGE <br />7" <br />EMBED 7" <br />FLOC <br />#5H TOP <br />• ' <br />OUTSIDE A. BOLT <br />" d ° EXTEND SLAB BTM BAR <br />d <br />° a d TO EDGE <br />RIGID INSUL. <br />­4' ° <br />PER ARCH <br />— -- <br />ADD'L (2)#5T/B <br />d WALL/SLAB <br />AT EDGE <br />°:. REINF PER ELEV <br />AND PLAN <br />PT 2x NAILER <br />° d WHERE OCCURS <br />W/ SHOTPINS AT 24" O.C. <br />1 CONCRETE <br />SECTION <br />58.1 SCALE 3/4" = 1'-0" <br />SW SHEATHING <br />PER PLAN <br />%" O A. BOLT <br />PER SCHEDULE <br />(48" O.C. MAX) 2x6 PT <br />W/ WASHER PER S1.1 PLATE, U.N.O. <br />° ° 'q' °• <br />.. a' <br />q a <br />° a d °'• ° ° <br />FORM MOUNT <br />WASHER <br />CORRIDOR/SHEARWALL <br />CONCRETE SECTION <br />PER ARCH <br />SHEATHING --- <br />PER PLAN <br />%" O A. BOLT <br />PER SCHEDULE <br />1" FACE OF STUD <br />TO CONC. <br />2x6 <br />STUD WALL <br />PER <br />PLAN <br />3x6 <br />PT PLATE <br />EDGE OF DECK <br />(48 O.C. MAX) 7" SLAB DOWEL PER PLAN <br />EMBED 7" <br />W/ WASHER PER SHOOK TOP BAR AT EDGE <br />FLOC <br />#5H TOP • <br />p• <br />e <br />OUTSIDE A. BOLT ° °�' ' . ''. <br />°'p '. <br />. RIGID INSUL. ° ' °' Q <br />p ° <br />PER ARCH <br />ADD'N (2)#5T/B ' <br />AT EDGE ° <br />WALL/SLAB EXTEND SLAB BTM BAR <br />TO EDGE <br />REINF PER ELEV �e <br />AND PLAN <br />WHERE OCCURS D <br />D. <br />11 <br />PER ARCH <br />(7-� CONCRETE SECTION <br />SSW SHEATHING <br />WHERE OCCURS <br />PER PLAN <br />%" O A. BOLT PER SCHEDULE <br />(48" O.C. MAX) <br />W/ WASHER PER S1 <br />AT SHEARWALL <br />SHOT PIN AT B" O.C. SHOT PIN <br />AT NON—SHEARWALLS AT 8" O.C. <br />2x6 PT PLATE PT PLATE <br />d ° <br />FORM MOUNT <br />WASHER <br />DOUBLE WALL <br />PER PLAN <br />BEARING WALL <br />SCALE 3/4" = 1'-0" <br />SHOT PIN <br />AT 16" O.C. <br />PT PLATE <br />PER PLAN <br />FLOOR <br />° ° <br />Al?° d • <br />a i8'e� <br />NON -BEARING WALL <br />58.1 <br />SCALE 3/4" = 1'-0" <br />1 B" FACE OF STUD <br />1" FACE OF STUD <br />TO CONC. <br />TO CONC. <br />2—HR <br />2x6 STUD WALL <br />WALL <br />BALANCE OF WOOD FRAMING SHEATHING <br />PER PLAN <br />PER PLAN <br />PER 1/S8 <br />STAIRWELL <br />SHOT PIN %"O A. BOLT <br />STAIRWELL <br />AT 8" O.C. UNIT PER SCHEDULE <br />3x6 PT PLATE <br />PT PLATE (48" O.C. MAX) <br />SLAB DOWEL PER PLAN <br />PER PLAN W/ WASHER PER S1.1 <br />�EMBED <br />HOOK TOP BAR AT EDGE <br />7" <br />17�41 L <br />FLOC <br />---------------- <br />#5H TOP <br />OUTSIDE A. BOLT <br />° d <br />a . ° ° RIGID INSUL. <br />• , d •a <br />— --°AAPER ARCH <br />— --° <br />CONTINUE RIGID INSUL <br />d WALL/SLAB ADD'L (2)#5T/B <br />d <br />AND GWB DOWN TO <br />°:. REINF PER ELEV AT EDGE <br />SLAB BEYOND <br />BTM OF CONC WALL <br />AND PLAN <br />° d WHERE OCCURS PT 2x NAILER <br />° d <br />W/ SHOTPINS AT 24" O.C. <br />11 CONCRETE <br />SECTION 12 CONCRETE <br />SECTION <br />58.1 <br />SCALE 3/4" = 1'-0" <br />S8 1 SCALE 3/4" = 1'-0" <br />--�-- V----I-- <br />TOP BARS OUTSIDE <br />-- -- --�-- <br />TOP BARS TO LAP <br />OF A. BOLT WHERE <br />IN MID Y OF SPAN <br />OCCURS <br />u I <br />0 <br />W <br />� <br />U <br />II <br />II <br />II II <br />Nw�/ <br />LL <br />U4. <br />Z <br />° �.e <br />ad a <br />a e <br />Lp�a <br />L LAP I.LR: SI '. <br />air. <br />°O' <br />�. <br />a' 4 <br />a <br />° ° a d °. <br />p <br />U <br />e a <br />eq °. <br />° a• . . <br />a' a.. <br />.d. °.. °d ° <br />d <br />b ° " ° <br />d <br />L1P 'PERe Sl ° °.. ..° °.° °• d <br />..a .° <br />1d.a. <br />°a°.. 4. <br />aae aeG <br />co <br />,d .. <br />° <br />6" IN EXTENSION <br />c <br />de <br />OVER SUPPORT <br />a <br />BTM BARS LAP TO <br />a <br />d <br />BE CENTERED OVER <br />m <br />SUPPORT <br />U, <br />LL <br />w° <br />d <br />° "4 <br />e d <br />EXTERIOR <br />a. <br />e °. <br />INTERIOR <br />O <br />..: <br />q <br />SUPPORT <br />. a <br />SUPPORT <br />U <br />a <br /><: <br />Z) <br />SPAN <br />0 <br />LL <br />SPAN <br />TO FACE OF SUPPORT <br />16 TYPICAL <br />BEAM AND <br />SLAB LAP <br />DETAIL <br />z <br />S8 1 <br />SCALE 3/4" = 1'-0" <br />w <br />J_ <br />LL <br />JLL JLU I IUIVJ I UI\ L/1 I JU I <br />OF COLUMN AND RAILING <br />EMBED PLATES <br />CONCRETE SECTION <br />LIGN FACE OF SHEATHING �I 2" TYP <br />W/ EDGE OF STEP WTR FOR RAILING <br />ATTACHMENT PER 1 "x8" SQ <br />'H #5H TOP RAILING MFR �00 BASE PLATE <br />OUTSIDE A. BOLT <br />FRAMING PER <br />W/ (4)% x6 WHS <br />BALANCE OF <br />%" STEP <br />�I/S8 <br />WOOD FRAMING <br />SLOPE TO EDGE <br />PER 1/S8.1 <br />SLOPED SLAB <br />3x6 PT PLATE <br />RAILING EMBED <br />W/ WATER PROOFING <br />SLAB CANTILEVERS <br />SPACE ADD'L TOP BARS <br />PER ARCH <br />PER <br />ARCH AT <br />SO STIRRUP CAN HOOK <br />SLAB DOWEL W/ SLAB REINF <br />SIM <br />2" TYP <br />CONDITION <br />OVER BAR <br />HOOK PER PLAN <br />PER PLAN <br />ANGLE NOT SHOWN <br />FLO <br />° <br />FOR CLARITY <br />° . °;d <br />'. <br />4. <br />•> , <br />, .. <br />1/4 5 x12x% <br />° d <br />• ..° <br />. AD ..' <br />; , <br />D. <br />. � � ° :. D ., <br />EMBED PLATE <br />.. a .. <br />° <br />.. . .. & ... ° <br />° a'. <br />ANGLE EMBED W/ (2)%"x6" WHS <br />d . <br />i. BOLT REINF <br />WALL/SLAB <br />FORM MOUNT <br />° ° <br />o <br />SLAB REINF z <br />PER PLAN <br />REINF PER ELEV <br />WASHER <br />a <br />PER PLAN <br />AND PLAN <br />�: ..,<. <br />Qo <br />EDGE <br />A. <br />WHERE OCCURS <br />; <br />STIRRUPS PER ELEV. <br />D.e <br />'• �. <br />BTM REINF <br />WALL/POST WALL/POST <br />TS IN WALL TS IN WALL <br />PER 121S12.2 PER 121S12.2 <br />yl6 <br />BALANCE SLAB <br />PER DTL ON PLAN <br />y6 <br />° q <br />°..q <br />G <br />° <br />�. a <br />° $ Q . <br />CONCRETE SECTION <br />POST PER PL <br />CENTERED IN W1 <br />2" TYP <br />• ABU POST <br />TO MATCH POS <br />BASE PLATE <br />W/ (4)%"x6" WHS <br />SCALE 3/4" = 1'-0" <br />SW SHEATHING %"O A. BOLT PER SCHEDULE <br />WHERE OCCURS (48" O.C. MAX) <br />PER PLAN W/ WASHER PER S1 <br />AT SHEARWALL <br />2—HR 2x PT PLATE <br />WALL 7dj�/ <br />77 <br />a ° . <br />q' °. <br />SHOT PIN AT B" O.C. ° 4 <br />AT NON—SHEARWALLS a° <br />d <br />FORM MOUNT <br />WASHER (TYP) <br />CONCRETE SECTION <br />WALL/POST <br />WALL/POST <br />CONCRETE SECTION <br />%" O A. BOLT PER SCHEDULE <br />(4B" O.C. MAX) <br />W/ WASHER PER S1 <br />2—HR WALL <br />PLATE CONN. PER 16/S10.1 <br />AT NON—SHEARWALL CONDITION <br />' a <br />e ° °' d °' <br />A. <br />.4 tD <br />WALL/SLAB <br />EXTEND SLAB BTM BAR REINF PER ELEV <br />TO EDGE AND PLAN <br />WHERE OCCURS <br />.9 <br />D <br />DD <br />14 CONCRETE SECTION <br />SCALE 3/4" = 1'-0" <br />TYP NON -BEARING METAL STUD WALL REQUIREMENTS <br />WALL TYPE <br />WALL HEIGHT <br />STUD SIZE AND SPACING <br />INTERIOR 4" <br />H < 12'-0" <br />400S137-33 AT 16" O.C. <br />EXTERIOR 6"-43 <br />H < 12'-0" <br />550S162 AT 16" O.C. <br />TYPICAL M TL STUD DETAILS <br />PER ELEV. U.N.O. <br />CONCRETE SECTION <br />SCALE 3/4" = 1'-0" <br />SCALE 3/4" = 1'-0" <br />T PER PLAN 1" FACE OF STUD <br />TERED IN WALL TO CONC. <br />SHEATHING 2x6 STUD WALL <br />PER PLAN PER PLAN <br />POST BASE j"� A. BOLT <br />1�ATCH POST SIZE 3x6 PT PLATE <br />"0 FORM MOUNT PER SCHEDULE <br />HER FORM <br />MID—SLAB (48" O.C. MAX) SLAB DOWEL PER PLAN <br />HER W/ WASHER PER S1.1 HOOK TOP BAR AT EDGE <br />DITIONEMBED 7" <br />Ilk <br />FLO <br />a <br />a ° d <br />d a •° ° ° ° a <br />a d . <br />4.. <br />q.. <br />BTM REINF_ <br />EINF SLAB REINF PER PLAN <br />PER ELEV. ° " °. <br />° a <br />.- <br />° a STIRRUPS PER ELEV. <br />PER ELEV. <br />CONCRETE SECTION <br />SCALE 3/4" = 1'-0" <br />—DBL 2x6 STUD WALL <br />PER PLAN <br />— 4 A. BOLT <br />PER SCHEDULE <br />(48" O.C. MAX) ,JOIST PER PLAN NOTCHED <br />W/ WASHER PER S1.1 TO BEAR ON PLATE <br />EMBED 7" <br />- SHEATHING <br />PER PLAN <br />#5H TOP <br />OUTSIDE A. BOLT <br />ADD'L (2)#5T/8 <br />AT EDGE <br />SCALE 3/4" = 1'-0" <br />20 GA SLIPTRACK <br />0 W/ %" DEFLECTION GAP <br />PDPW-150 METAL STUD SIZE <br />SHOT PINS AND SPACING PER SCHEDULE <br />AT 16" O.C. TRACK TO MATCH STUD GAUGE <br />V AND FLANGE WIDTH <br />W/ #8 EA SIDE EA STUD AT H < 10'-0" <br />AND (2)#8 EA SIDE EA STUD AT H < 20'-0" <br />2x8 LEDGER W/ (2)5" SDS <br />SCREWS AT 16" O.C. INTO <br />EACH STUD IN WALL <br />SCALE 3/4" = 1'-0" <br />BALANCE OF <br />WOOD FRAMING <br />PER 1/S8 <br />"O A. BOLT PER SCHEDULE <br />(48" O.C. MAX) W/ WASHER <br />PER S1 FLOC <br />a.. V'e .° a'.D D.° .p. eD p.. D: <br />D e.p e <br />D <br />:D e _ C <br />D.'e,° pe <br />D. . <br />D <br />e D ° <br />WALL/SLAB <br />REINF PER ELEV FORM MOUNT <br />AND PLAN D WASHER <br />.' <br />WHERE OCCURS D D <br />PER ARCH <br />CONCRETE SECTION <br />(2)350S137-43 <br />AT 5' SPAN OR LESS <br />(2)550S162-43 <br />AT GREATER THAN 5' <br />550T150-33 <br />W/ #8 AT 6" 0. C. <br />EA MEMBER <br />SCALE 3/4" = 1'-0" <br />550S200-43 <br />AT 5' SPAN OR LESS <br />550S200-43 W/ <br />NESTED 550T150-43 <br />AND #BAT 6" O.C. <br />AT GREATER THAN 5' <br />16CA <br />L2x2x5" W/ <br />(3)#8 EA LEG <br />6 GA L2x2x5" W/ <br />3)#8 TO JAMB <br />aND (2)0.145"Ox1" <br />;HOT PINS <br />SCALE 3/4" = 1'-0" <br />9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />P: 206.523.0024 <br />F: 206.523.1012 <br />www.dcgengr.com <br />SC� <br />�OF WAS&�� <br />coy <br />,P 37334 t„ <br />TURAL <br />s/ <br />STAMP <br />Z <br />.€ <br />a- <br />W <br />rnW <br />`-E <br />C.)W>> <br />Zom� <br />a <br />o <br />� <br />o <br />ww`� <br />N <br />~ <br />o <br />o� <br />wz <br />C <br />O <br />Q <br />H <br />d <br />c <br />0 <br />1 <br />w <br />w <br />w <br />o <br />M <br />z <br />o <br />W <br />w <br />173 <br />o <br />'A <br />vI <br />� <br />*+ <br />w <br />0 <br />Z <br />w <br />z <br />O <br />Z <br />cw <br />ID <br />E< <br />r¢ <br />�r <br />EZ <br />3- <br />oz <br />oz <br />`� <br />Q <br />Clo <br />I <br />0 <br />2� <br />m <br />�fn <br />L <br />Lm� <br />o <br />00 <br />w � <br />N <br />W® <br />� <br />Q <br />00 W <br />+= <br />Z 'Ita <br />a <br />w <br />0 <br />UJ N0 <br />♦ , <br />N <br />� <br />J J Cn <br />w <br />� m <br />v <br />w <br />w <br />a ��¢ <br />(D Cb <br />�W <br />Z <br />¢ <br />wUZ <br />0� <br />w <br />Z o m <br />w <br />U. <br />U) <br />O Um <br />a <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />CONCRETE <br />DETAILS <br />s8ml <br />