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/�y <br />li Q O Q <br />I <br />iI ❑ U i <br />!! !! <br />i _Il iI L- i i E� -x 1FKitchen I <br />mb <br />(- u AT NEW 6W13 CEILINra Ss AFF i j ! �- � � I � <br />,i i- <br />ON 2x6 FRAMING s 2� , O.0 I I I I !� <br />0 0 i ! <br />Bedroom -ice a t� <br />EX(STINW�❑L INS i i I I' i( ! + i I I( o + I I I i' a ��DS ��LC11�J T ?'p. o a <br />�'_ i �w _ !! I { I i (ALIEN LI�x1�T5 A5 SHOWN) a' <br />REPAIR AS NEEDED - - <br />j -_ <br />O — _ — - — -- — - -- -- - - — -- - .__ J 1 i <br />! 1 J �! I I i I f, <br />I SOFFIT T� V AFF j i — i F -� I I i! ! , I; (! '_ j <br />r- i, ! �' i_--- <br />I ; <br />_.._. _! J I r X15TiNCW� CEILING I - r- I <br />_ I i i I REPAIR AS NEEDED ! i <br />! — L—I - ----- -- -- i — -- ------ -- -- ------ ( �--__ i <br />,� I r ! Iil I ,- � —1 _� I ,_ <br />REMOVE EXISTING FLOURESCENT <br />! �A=102j ❑ L1614T, TYP o <br />j 5I1 ,A,f . A FURR1 N <br />`mil I I, <br />EXISTING!6W13 CELLINS <br />O O REPAIR!A5 NEEDED_. <br />! i I <br />, �­ DEMO WALLS TYR i <br />( Lou ge <br />nSD <br />s 64V C PIFF05EP, T O <br />(VERIFY 51E L® ATION) <br />0 ❑ ❑- O <br />0 <br />i! <br />CWO S FFI T AT 7'-6 r,r FF <br />I! <br />W SO FIT�AT X/Sn SEAM NT. (S' FF ¢/_) ❑ <br />I, a,r <br />61111 WRAP AT <br />EXISTING BEAM <br />42 WE, <br />WOO <br />,I <br />II <br />GenesisClaps <br />i i <br />NEW <br />2x2 CE /I <br />5'-4 <br />1IgO OR <br />AFF <br />D AT <br />;! <br />I <br />1I <br />WRAP <br />AT <br />I <br />NEW BE <br />! <br />AM5 <br />a <br />I <br />r— <br />[L _ <br />I ! <br />1 I <br />\ <br />� II <br />ii <br />U 04 A❑ DEMO WALLS, TYR ___, ; 0— <br />IS l'i <br />li <br />- - r <br />F-1 I i j -I �,�E®5 BELOW, <br />(AL i6N L I6HTS AS5 L5H®WN) 1 ! <br />�!----I--__i <br />L -! ' ' I-- -I <br />o <br />i{ f I I I I <br />1 i 1 I <br />F Respite Care <br />1EXISTIN6 GWI3 CE1LIh <br />hEPAIP A5 NEEDE i i; I i i I I_ . 1 <br />rB 'A B <br />FI <br />II <br />M <br />T-SARCRID (TYPICAL) -I \\ <br />CADDY 1515 TA13AR CLIP FOR 5ECURiN6 <br />FIXTURE TO TSAR GRID (4 PER FIXTURE) <br />-- <br />IC VIE <br />t �� 2 � i ,�� b5^ 8 r g' yy Bracir <br />F i_c?.a S�r ���� r, <br />No Scale <br />le <br />Verify fixture attachment with manufacturer's specifications. <br />TIE 141R'E <br />I I <br />L _1 1 <br />I <br />F ii I ! <br />I- <br />�DEMO WALLS. TYP <br />j P <br />t I ! <br />NEW 7'x912 " P% OEAMS A13V CEIL INS (TOP OF 13M. AT TOP OF WALL) & SEE STRUCTURAL EN61NEERINS I <br />'�'-,%B <br />5OFF <br />T AT 5r <br />FF I <br />Ii <br />II <br />li <br />!i <br />Nf, <br />ff 2x4 <br />Office <br />EILIN <br />S'n <br />i! <br />�I <br />I <br />it <br />iI <br />FF I <br />RID A <br />" I <br />II <br />i <br />i <br />i! <br />w,''I0 ITZA W-I 0 N <br />M5T27 EACH SIDE OF SEAM W/I(10) I6d INTO EACH `-NEW 2x TRUSS BLOCKINO TOE NAiL SEAM TO NEW BEAM W/IOd 4p 6" as <br />_ - -- --�� NEW SIMPSON 141 L30TH 61DES OF BEAMS <br />13/4" <br />NOTCH EXISTING OLB FOR NEW PSL BEAM BEARING ! NOTCH PSL BEAM I" TO BEAR ON EXISITNG 61.13 <br />(I-YVx5'; PRE -DRILL NOTCH CORNER W%/ " DIA. HOLE) j A13OVE POST CAP (SEARS ON 4x5 BLOCKING) <br />---NEW 7'�9% " PSL {SEAM PER <br />--NEW 45 SLOCKING SOTH STRUCTURAL E'NOiNEERIN57 <br />\ SIDES OF BEAM SEAR1Nra ON <br />% NEW 45 POST <br />EXISTING 3%'xl5" 603 --J NEW 45 OF1 POST <br />NEW SIMPSON EQQC3-4 605 CAP—/ TRIM AS NEEDED AT EQQC POST CAP FOR FULL <br />BEARING OF 4x5 SLOCKING ABOVE, PROVIDE <br />FULL -HEIGHT STUD EACH 51DE OF COLUMNW/A35 <br />AT TOP 6 L30TTOM TO SILL $ TOP PLATES <br />oil <br />/-FiN15NED WALL SU ACE FINISHED WALL SURFACE <br />$" MAX, 12 GA. HANGER WIRE AT TERMINAL 8" MAX <br />ENDS OF ALL COMPONENTS (NOTE 5) --- <br />MAIN 13EAM OR CROSS TEE (NOTE 3) I" <br />ACOUSTICAL CEiLIN55 TILE <br />� e <br />�, 2"WALL ANGLE, TYR 5TA131LIZER 13AR (SPACER) (NOTE 4)� <br />�- POP RIVETS ALLOWED ON TWO ADJACENT WALLS <br />TWO OPPOSITE ADJECENT WALLS PROVIDE �/" SPACE (NO POP RIVETS) <br />12 CA. HANGER WIRE 4' OC. - <br />(THREE TIGHT WRAPS) \� <br />MAIN BEAM AT 2' OR 4 ` O.C. <br />VERTICAL POST 12' O.C. EACH DIRECTION <br />MAX. 6' FROM WALLS <br />12 CA. BRACE WIRES <br />(NOTE 2) <br />t VERIFY VERTICAL POST MATERIAL AND <br />4. CONTINUOUS SPACER BAR TO BE LOCKED <br />ATTACHMENT <br />TO COMPONENTS ON UNATTACHED WALL. <br />2. RACiNO WIRES TO BE ATTACHED A <br />5. COMPONENT TERMINAL ENDS MUST 13E <br />MAXIMUM OF 45' TO THE PLANE OF THE <br />SUPPORTED BY A 12 6A. HANGER WIRE ON <br />CEIONS AND PARALLEL TO THE COMPONENTS <br />ALL WALLS. <br />AT THE BRACING POINT BRACE WIRES TO 15E <br />6. CONSULT USS STANDARD SEISMIC <br />TAUT ,AND TIED BOTH ENDS WiTH THREE T16HT <br />APPLICATION GUIDE FOR FURTHER <br />WRAPS. <br />.DETAILS <br />FOR COMPLIANCE WiTH 113C REQUIREMENTS <br />3. THE UNATTACHED PERIMETER SHALL HAVE <br />A MINIMUM OF �" CLEARANCE AT ENDS OF <br />COMPONENTS. <br />TOE NAIL 2x TRUSS BLOCKIN6 <br />TO BEAM W/10d ,f 6" O.C. <br />\ ` SIMPSON Ht EACH 51D OF TCU55 TYt� <br />\ / EXiSTINO 2 LAYER5 V" STYPE` X GW5 ON L30TTOM CORD OF TRUSSES <br />NEW 7'x9% " PSL BEAM PER <br />>1 <br />\, STRUCTURAL ENSINEERING <br />a TWO LAYERSrr TYPE X CWS WRAP <br />i I <br />`-OUTLINE OF EXISTINn BLS BEYOND SHOWN DASHED <br />I f <br />I I <br />1 New Beam at Ceilin <br />See also structural engineering for additional details and alternate conditions. <br />NEW 4x5 POST W/FULL-1dE1CHT STUDS EACH SIDE <br />rEXISTiNS FLOOR ASSEM31-Y-- <br />J CONCRETE TOPiN6 OVER SHEATHING ON 15° TJIs LF 16" O.C. <br />l <VERIFY) <br />- _ ra <br />5 <br />EXISTING DOUBLE TJIs UNDER <br />WALL TO DE REMOVED / <br />(VERIFY) <br />�1 <br />11 <br />NEW 4x6 POST <br />141FULL -HT STUDS <br />EACH SIDE <br />EXiSTIN�x 63/'x22% �L� (VERIFY) <br />" <br />PROVIDE NEW 3s"xl3%"�L� AT 51M. CONDITION SOUTH <br />HANG OF EXISTlN� �L�s W/SIMPSON HU3.25/12 EACH END <br />PO BOX 141 <br />EDMQNDS, WASNINGiON 98( <br />(206)92Q.3554 P <br />WWW:P49EARCNIiECIURE.COM <br />1 ! + NUMBER: <br />REVISIONS: <br />04I22119 <br />