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Plans Architect's Supplemental 111 DLR Group I nstructions Architecture Engineering Planning Interiors 900 Fourth Avenue ASI Number 28 Revi Suite 700 Spittle WA 911164-1(106 Subject (Mall Corridor Revisions tel 206/461 -6000 tax Zutv4b -bU4V Date January 30, 2006 5ewww @d lBrou .c Project Washington Square Mall Expansion — AREA B Contractor Howard S. Wright Construction Co. The work shall be carried out In accordance with the following supplemental instructions issued inebordance with the Contract Documents without change in Contract Sum or Contract Time. ✓ V General Corridor / tenant revisions O Project Manual None. 6 - \ fi o 1/4o Drawings SK -A1.1, dated 01/30/06 CO vJ SK -A1.4, dated 01/30/06 SK -A1.5, dated 01/30/06 4;)1/4)104\4)%) '�� SK -A1.6, dated 01/30/06 Attachments Issued By Erwin Angulo • EX CORRIDOR i 1 REMOVE PORTION OF WALL AS �/' �✓ NEWPORT BAY O WIOWW FOR CORRIDOR CONNECTION. ='.fi E . O2 REMOVE ALL EXISTING FINISHES IN THIS _ Z O .. 54795F AREA. REMOVE EXISTING FLOORING AND PROVIDE ��' _ ' F I - TEMPORARY FLOORING INFILL TO MAINTAIN ;•r -•�'.• • j' ' to ACCESS TO AREAS DURING CONSTRUCTION. �i W , x K � 20' -0" MAX VIF PATCH AND REPAIR WALLS AS REQUIRED TO MATCH ~.� �J� L�! W C - .. .. . S 4� lZ. - x — K O NEW WALL 10 HATCH EXISTING ADJACENT �. ,:._ - .�,� O O CORRIDOR. SEE SK -AI.S AND SK -AI.6 FOR L. n 4 W CONNECTION DETAILS. * k! �e IN• _.,_ __ 1 Z O O N �• .FLOC a AN . • T STOREFRONT '�2. !(� t J' „• Y+_•, . U FINISHES TO MATCH CASTING . _ _ �� OS REMOVE EXISTING TENANT ENTRY. 0 i$ KEY PLAN i O NEW CORRIDOR FLOORING AND CEILING z TO MATOI EXISTING ADJACENT CORRIDOR. O NEW T- 0'x7 -0' CORRIDOR DOOR. TYPE / O AND HARDWA(� 1D MATCH Ef0571NG 0 8 [" NEW CORRIDOR T �� W BROOKSTONE ''-REV I a Ta CO7� C08� ® z 1937SF 3100SF z O I ! a z a /, , -. -- ' -- — - -- — d 3 ,, 1 _ - -- --- T -- -- ----- - -- . 3 -`• ' 3 -0. 21 -2• I - I 25' -2' 0 0 ,. C07 FLOOR PLAN A ENLARGED PLAN o I I ∎:; SCALE: Or • I' -0' SCALE: or . I' -o- 1 \tso.✓ v.✓ V V (G02> 0 . , .—I fAUCNM-r 0 1; © 00 I '7 fa \ \ :,, 0:1/1.„ ` lc 0 �;g SITE PLAN ,13._, Q I I O NEW WALL TO MATCH EIDSTTNG ADJACENT Cm CORR SE SK - AI S AND SK - AI.6 FOR • 03NNEC11ON DETAILS O 'a • TED • - . DOORS AT LOCATION. , N � ifj ` t) > I i �' / � O RELOCATED DOOR AT THIS LOCATION 0UJ W - - -----1- 111:1 YANKEE CANDLE O NEW TENANT LEASE UNE (G01> c O O S EXISTING WALL TO REMAIN o co O 10 I I O NEW CORRIDOR FLOORING AND CEIUNG Z a H TO MATCH EXISTING ADJACENT CORRIDOR. - L7 0. Z I \, ` - - - - - .�_ W O7 REL OCATED A RE HOSE AT THIS LOCATION 8 ` .. I - O �R DOR LICHT G ATOM E>aSTINC q 0 r ,.-- 1 CO 'r awe \ — —' -- -- -- ASI- 2B-REV 1 T 31•_6• , . , . ■ . , 01 /30/06 G01 FLOOR PLAN 0 I 1 MI J SCALE: 1/16' . I' -0' IIII .41111 11111111 4 UOM o>= DECK EXTEND GWB TO BOTTOM • OF DECK. (FILL FLUTES 0 BOTTOM OF MTL DECK TO MEET UL RATING WHERE REC.) • CEILING AS SCHED 6" MIL STUD. 20 ga. • 0 16' OC, TYP UNO (18 GA IF OVER 18' -0 ° ) EXTEND FULL HT TO UNDERSIDE OF ROOF DECK f SINGLE LAYER 4[i" GWB • TYPE 'X'. • • _ • FLOOR FINISH AS SCHED ___1: _� Fire Resistance Ratings — ANSI/UL 263 Guide Information Design No. U432 June 10, 2003 Bearing Weil Rating -- 1 Hr (See Item 2) Nonbearing Wall Rating -- 1 Hr (See Item 2) 1. Floor and Ceiling Runners -- (Not shown) -- Channel shaped, fabricated from min 0.0329 in. thick, bare metal thickness (No. 20 MSG) corrosion — protected steel, that provides a sound structural connection between steel studs and adjacent assemblies such as floors, ceilings and /or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 In. OC. 2. Steel Studs -- Min 0.0329 in. thick, bare metal thickness (No. 20 MSG) corrosion— protected steel r studs, min 3 -1/2 in. wide, cold formed, designed in accordance with the current edition of the Specification for the Design of Cold— Farmed Steel Structural Members by the American Iron and Steel Institute (ANSI). All design details enhancing the structural integrity of the wall assembly. Including the axial design load of the studs, shall be as specified by the steel stud designer and /or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing shall not exceed 24 In. OC. Studs attached to floor and ceiling runners with 1/2 in. long Type S-12 steel screws on both sides of the studs or by welded or bolted connections designed in accordance with the ANSI specifications (bearing walls). Studs to be cut 1/2 to 3/4 in. less than assembly height and friction— fitted into floor and ceiling runners (nonbearing walls). 3. Lateral Support Members -- (Not shown) -- Where required for lateral support of studs, support shall be provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system. 4. Gypsum Board. -- Nom 5/8 in. thick, 4 ft wide gypsum panels, attached vertkaly or horizontally with 1 -1/4 In. long Type S -12 steel screws. When applied vertically to studs. joints centered over studs and staggered one stud cavity on opposite sides of studs and attached with screws spaced 8 in. OC along the edges and 12 in. OC in the field. When applied horizontally to studs, no distance requirement on joints on opposite sides of studs and attached with screws spaced 8 in. OC along the edges and in the field. UNITED STATES GYPSUM CO -- Types FRX —G. 5. Batts and Blankets' -- (Optional, not shown) -- Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and /or Fire Resistance. See Botts and Blankets (BKNV or BZJZ) Categories for names of aassified companies. 6. Joint Tape and Compound -- Vinyl or casein, dry ar premixed joint compound applied in two coats to joints and screw heads. Paper tape. nom 2 In. wide, embedded in first layer of compound over all joint. 7. Caulking and Sealants* -- (Optional, not shown) -- A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO -- Type AS 26 PARTITION WALL DETAIL SK -A1.5 A10.1B ASI -28 -REV 1 SCALE: 11 = 1. -0' ASI 01/30/06 III A10.1B BUILDING DETAILS - AREA B DLR Group r,43,m WASHINGTON SQUARE MALL AREA B Architecture Erghee11ng Planning Interiors woe OMR MA bra r..41sa,sm+,viROM MEMO STRUCTURE ABOVE PREMANUFACTURED SLOTTED METAL DEFLECTION CHANNEL ANCHORED TO STRUCTURE. MIL STUDS & TRACK TH VARI SEE PLAN 36 DEFLECTION TRACK DETAIL A10.18 SCALE: 1 1/2" = • SI 8 -'EV1 SK -A1.6 ASI -28 -REV 1 01/30/06 DLR Group A10.1B WASHING ON SQUARE MALL AREA B Architecture Engineering Planning Interims 034 KG psaaamrraAOMMis aimmcam , r SAN Architect's Supplementa e ?44 DLR Group I nstructions �� 4 1 Architecture Engineering Planning Interiors 900 Fourth Avenue ASI Number 28 Suite 700 Seattle WA 981641006 Subject IMall Corridor Revisions tel 206/461 -6000 fax LUb/4b I-bU4 ! Date January 18, 2006 seattle@dlrgroup.com www.dlrgroup.com Project. Washington Square Mall Expansion — AREA B Contractor Howard S. Wright Construction Co. The work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. General Corridor / tenant revisions Project Manual None. Drawings SK -A1.1, dated 01 /19/06 SK -A1.2, dated 01/19/06 SK -A1.3, dated 01/19/06 SK-A1.4, dated 01/19/06 SK -S1.4, dated 01/19/06 SK -S3.9, dated 01/19/06 CP2 -0, dated 01/19/06 Attachments Issued By `�-- J Erwin Angulo GENERAL NOTES ) , 1. DEMOUTION OF EXIS TING STRUCTURE TO BE RE MT O OVED SHALL BE PERFORMED BY THE CONTRACTOR USING i MEANS AS NECESS TO PREVENT DAMAGE THE EXISTING STRUCTURE TO REMAIN. DAMAGE TO THE EXISTING STRUCTURE TO REMAIN SHALL BE R EPAIRED AT THE CONTRACTR'S EXPENSE USING 4 ( __ - METHODS REVIEWED BY THE STRUCTURAL ENGINEER. / \ i IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN / ` IN THE CONTRACT DOCUMENTS, CONTACT { STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 2. GC TO RELOCATE/RE- SUPPORT EXISTING UTILITIES • AND PARTITION WALLS SUPPORTED BY WALLS TO BE REMOVED PRIOR TO DEMOLITION OF WALL. DEMO 12" CMU TO JAMB OF DOOR FOR FULL HEIGHT CO i — I OF WALL. 1 CC Q J Q LU re Q Z C'1 ® m U a Z Z O O i_ P Z J = O m w itr -------.N:Yr---- _ Y T � V) I'I �, t0 PRft,s, Iliti 73263P� � 1 ~---- - • ,� O R EGON � O z $ 9 i j i '9 y 13, ti6 J� V 1 I C07 DEMOLITION PLAN " �' o 1 a SCALE: 1/8" = 1' -0' a i • PATCH FLOOR SLAB W/ GROUT AFTER MASONRY MAS WALL WALL DEMOLITION TO BE REMOVED EXISTING SLAB -ON -GRADE 111111111111111M. a a a rA EXISTING MAS STEM WALL TO REMAIN FLOOR GROUT PATCH 13 @ MAS'WALL DEMO S3.9 SCALE: NO SCALE PR OFF �k G r N 3263P `� OREGON o ,� 9 13, 25 �J� FL ADA' EXPIRES ►L SK -S3.9 DLR Group S3.9 STRUCTURAL DETAILS p „„m WASHINGTON SQUARE MALL AREA B Architecture Engineering Planning Interiors ovnoe ®am nn Gee s =wm asa..umm 1 mw® 1 • U-r , I EX CORRIDOR ® O ® NEWPORT BAY O 1 REMOVE PORTION OF WALL AS Isla } iz SHOWN FOR CORRIDOR CONNECTION. 31Y-0* < C10 > -, 4 _ - C9 I I O2 REMOVE ALL EXISTING FINISHES IN THIS r_ _ t a.. Z O ♦ - - _ _ _ _ _ — 5479$F _ _ — — AREA. REMOVE EXISTING FLOORING AND PROVIDE 'i r - .n - ® - -� c _ _ ._— ___._._.._._ _ ____.__. _� _� TEMPORARY FLOORING INFlLL TO MAINTAIN J • t - : ‘,_..1I . ! ! ! W X OC �_ n ACCESS TO AREAS DURING CONSTRUCTION. _ J ' _ Y r `��— j : : w O 1 0 MA X ('1w) PATCH AND REPAIR WALLS AS REQUIRED TO MATCH re " .�....._ �� r�' ' U ADJACENT SURFACES. I _ - - 1 '' -L a IX /f . O3 NEW WALL TO MATCH EXISTING ADJAC � = ' • • * .4 : " • • 3 0 // 4111/ CORRIDOR. .' ._ r Li , „,-... •.: : : Z O ,� ' NEW/RELOCATED TENANT POPOUT STOREFRONT. U III , FINISHES TO MATCH EXISTING. > / _ _ _ _ / 5 REMOVE EXISTING TENANT ENTRY. O TO CORRIDOR XIS EXISTING ADJACENT CORRIDOR. 2 X O KEY P LAN 0 � 7 NEW 3'- 0'x7' -0' CORRIDOR DOOR. TYPE / AND HARDWARE TO MATCH EXISTING. / I � Q re 6 1 Ri and H. Higg () O /✓ CJ IY > / //' ce -- NEW CORRIDOR I I ( p. - D. ,� C.) 2 O I ,q � ° W W BROOKSTONE 4 nF O LI is / C07 <C08> car 8 a 1937SF 3100SF Z O C.9 I I I a z 4 -10 0 _ O N J Q t --.., I* _ _ _ I _ .._ ___ _ ____ _ _ _ _ U. > „, j :C-1 0 /,f 0 I — y 1.. r ♦ I - ' - - - - - - - - — 3' -4' 3' -0 21' -2 -. I I 25-2' I 0 I : I L. , f � � O I © I �c r if mi C07 FLOOR PLAN ENLARGED PLAN o SCALE: 1/16' = 1' -0 SCALE; 1/16” = 1' -0' a . ® EX CORRIDOR i O CONNECT TO EXISTING CCT THIS AREA 4 � ,0*.� NEWPORT BAY =,r z O i i < C10 > O CONNECT TO EXISTING NORMAL CCT THIS AREA _? __ l - .,' I _ ___.__._._______ _.__. __ _ _ _____.. _. -._.__ �__.. �_ -... - - .._._... _.___ -___ __ _ _ TYPE 2 LAMP T8 WALL MOUNT - SPACE AT 10' TO 14' OC - _ l. ilk WITH EVERY OTHER FIXTURE ON EMERGENCY CIRCUIT �- l'(, re li' (II ter (X- PANEL). REST ON NORMAL PANEL USE 277V ,.: 4 • " • 3 _p I BALLASTED FIXTURES AND SWEEP CIRCUITS ON /OFF ••• -∎ :::. Z WF1 WITH EXISTING BUILDING MGMT. SYSTEM. EVERY 4TH FIXTURE ` AFT. � o N L_ a " AS A NIGHT UGHT. MOUNT AT 7' - 0 r_r > , .; x slx KEY PLAN .. CI , i X NEW CORRIDOR > , ___ • < — > J WF1 g i X— c *D AR C' a vl < C07> (C08> Z N WF1 I . icha ' H. Higgins (1 0 >-i ---------- H — x '1' WF1 h NL i - :1'i i � co) . I g > • ..._ _ _____ _ ____ _ _ ' \ ,,/ \-- 0 I ....._____________ , I Et , V e 1 ■x PARTIAL LIGHTING PLAN 0 1 la • • J Bair 0• 30. 9. 8. ":-Irl <G02> - ! MOW / / / / I MY / IL O . . - • ilarMal 0 1 [LI I • •,JUUIIIII . � SITE PLAN 1 I a._ ... .___-.1 I I I I m 0 REMOVE PORTION OF WALL AS i SHOWN FOR CORRIDOR CONNECTION. J 11* - 7 I 02 REMOVE ALL EXISTING FINISHES IN THIS AREA. REMOVE EXISTING FLOORING AND PROVIDE TEMPORARY FLOORING INF1LL TO MAINTAIN W _._) YANKEE �' ,- ACCESS TO AREAS DURING CONSTRUCTION. Q CANDLE i PATCH AND REPAIR WALLS AS REQUIRED TO MATCH la G01 > ADJACENT SURFACES. Z Ja g O © 0 REMOVE EXISTING DOOR AS REQUIRED Z re 0 0 I- I ! 44 REMOVE EXISTING CMU, REFER TO STRUCTURAL 0 C7 Z 0 11°' - - - - - ' - - - OS EXIS11NG WALL TO REMAIN Q 0 EXISTING FIRE HOSE CABINET TO BE RELOCATED 0 p J____•c._*. H r I V '024 I 0 : 1 ( I ( R'chard H. Higgins 0 I ; I I /4 j i,, O m c r !!t ■ ;t! 1 I I a . �� OF W GO1 DEMO FLOOR PLAN o 1 I / O Z SCALE: 1/16 = 1. -0° • • 0. • 30. 9. 8. r <G02> 1ALIGNIT: 1 ® © I IL 1 �- - '"'� 00 1 i. gift ittil . . . O O O 1 ; z SITE PLAN 0 . a 7 O I I O NEWR LL TO MATCH EXISTING ADJACENT m (J RELOCATED PAIR OF DOORS AT THIS LOCATION. 1 F w - O RELOCATED DOOR AT THIS LOCATION. 3 r w c— _ _ _I_ YANKEE - 4O NEW TENANT LEASE LINE. CANDLE _ G > OS EXISTING WALL TO REMAIN O a z m CD to I v c I • I 0 NEW CORRIDOR FLOORING AND CEIUNG 0 TO MATCH EXISTING ADJACENT CORRIDOR. 0 O RELOCATED FIRE HOSE AT THIS LOCATION d Z _- - - - - T' - - __ _ LL> 8 NEW LIGHTING TO MATCH EXISTING 0 Q to O CORRIDOR LIGHTING. L I I I e d 1 I F> i ,.., L--, . r � CO I r : , w Ri . I H . Higgins 1 1 : : I Li L/ p� `� o 2 � OFo ' 0 !� 1 i if O `' I f i -! -- f I I I ' GOl FLOOR PLAN o J I lil SCALE: 1/16 = 1' -0'