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Plans (5) 4' C -H METAL STUDS CMU PER STRUC. WITH HORIZ. AT 16' 0.C. 3 5/8" - 18CA. METAL JOINT REINF. AT 16" O.C. 3 5/8" - 18CA METAL 3 5/8" - 18GA. METAL STUDS AT 24" O.C. STUDS AT 24" O.C. 5/8' GWB STUDS AT 24" O.C. • fO DECK MIMI - EN_ Inii- . ) ). ( i rig hvA . . . - 5/8" GWB 5/8" GWB - - - - 5/8" GWB EACH SIDE 1' GWB 5/8" AT CORRIDOR SIDE ONLY 03 LINER PANELS TYPE D3 SOUND BATT INSUL a' SOUND BAIT INSUL SOUND BAIT INSUL. AT WALL TYPE Al �� AT WALL TYPE Cl & C2 AT WALL TYPE 01 & D2 / C4� 5/8" GWB TO 8' -0" AFT, 1 5/8" METAL STUDS 3 5 8" - 18 A. METAL CO / A\ AT 16' O.C. TO 6' STUDS AT 24" 0.C. - LLLLQJJ / ABOVE RN. CEIUNG PROVIDE DIAGONAL BRACING A INSULATED WALL 5/8 GWB TO 6' /C1\ STC 48 TEST SOUND WALL • C1 STC 48 TEST SOUND WALL TO FLOOR THIS SIDE ONLY Q // ABOVE FIN. CEILING /11 STUDS ONLY WALL. ^� � J NO GWB AND INSULATION /C2\ 1 HR FIRE AND SMOKE /DZ\ 1 HR FIRE AND SMOKE j r . / g DESIGN \ ^� PER UL DESIGN U465 PER UL DES U465 5/8" GWB TO 6" ABOVE 2 HR FIRE AND SMOKE W FIN. CEILING, STUDS SHALL PER UL DESIGN U467 EXTEND TO STRUCTURE 5/t 1 CORRIDOR SIDE ONLY F- a 4_:\ 5/8" GWB TO V-0" AFT, Z WALL TYPES o NOTE: PROVIDE 1/2" FIRE RESISTANT TREATED PLYWOOD WAINSCOT TO 4 -0" ABOVE 31 FINISHED FLOOR AT ALL ABOVE GRADE SERVICE CORRIDORS AND EXIT PASSAGEWAYS. Z •a -. Z G2.06 SCALE: 1 1/2' = 1 -0" _ REV 2 ` m C Q C7 m o SKETCH 02 ASI -23 Rev 2 10/25/05 ij =I t R i n/15 /0 2 i 1 • •t Viand Vi • City of g Appro o� SLR ved Date Plans 1 � - -off --r. eye b 1 'sg r s / rN trip(- -7 N JQ- je.P , . OFFICE COPY T . . 0 NOT USED O NOT USED O FUTURE STAIR \97 \\ $ ^L O FUTURE ELEVATOR �4. 7 O . O MECH SHAFT a - - _ 11- - - - - - - - - - - M �I 8 O NEW SHIPS LADDER REFER TO 55/AB.O55/A8.013 - 1 O COLUMN COVER m SONOM � � , t�J O FUTURE BRIDGE • Ct \ � k I J ■ O OPTIONAL FUTURE BRIDGE Q S> _ 1 I W 15 �+ ; 10 SKYLIGHT ABOVE (TYP.) Q A2.O O I ® I N MUM " / - - - - Pd. 42 , N I i 11 FUTURE ESCALATOR a car O Z " ' i I I C'; C 0 :ILL_ 4-- � - -- 0 1- I I \5/ 12 3" EXPANSION JOINT A BOV E Z 1 °I I I — I �tUG4 C \ l�6 13 PROVIDE WALL (TYPE 'A2') TO DIVIDE O cn I:* — — — - I TENANT SPACES ALONG LEASE ONES. W < ----21 COORDINATE TENANT DEMISING LOCATIONS to WITH OWNER PRIOR TO CONSTRUCTION. 0 0 14 NEW GYPSUM WALL BOARD AT DUSTIN N • STUDS ® 8' -O" AFF a g I I 15 DOOR AND FRAME PROVIDED BY OTHERS 1 an PARTIAL SECOND FLOOR PLAN • EDGE of FLOOR DECK ' G p S SIO:TCH 01 rg A3-23 R 2 J - i . 1025/05 - 0. 1- • • 1 x f. A. . . - t 1 01 RELOCATED CHANDEUER FIXTURE TYPE PHI, REFER • TO 21/A10.16. (TYP.) CHANDELIER 8." 6. 4. 4. , O R TO 21/A101B. 1NTH RAISED SOFFIT2�(TYP.) 3 MECH DUCT. PENETRATING ROOF STRUCTURE. RE. • SEE M1.28 de M21B FOR REFERENCE I O FUTURE TENANT LEASE UNE Z Ir`. I OS NOT USED il 0 OPEN TO STRUCTURE ABOVE. TYP. ,,,i e Ol> r _____T___ — —fi— 1 O7 MB CEILING - PANT, TYP. I m I OB NEW SKYLIGHT, REFER TO ROOF PLAN. A4.0B, FOR TYPE AND SIZE (TYP.) �y '; -1 O NOT USED J a O 10 NEW CHANDELIER FIXTURE TYPE 3 (TYP.) Z W i S> 11 EXISTING NORDSTROM SOFFIT TO REMAIN W < j 12 3 EXPANSION JOINT J � W u) o ® GYPSUM BOARD CEILING AT THIS LOCATION ONLY, U 0 • ` — — PAINT W L r NEW COVE LIGHT. REFER TO ELECTRICAL W Z • 15 NEW UGH TS TO MATCH NEW MALL SERVICE J co CORRIDOR UGHTING AT 7' -6' A. < F T \ ® I I I 7 — I III- — Ili - - - - —1 _ .• M CO a SKETCH 03 7 I I I I I 10/25/0 2 Cal I >`... I I LI 21 ENLARGED= REFLECTED CEILING PLAN iiw • A3.2B _ SCALE: 1/16• =1' -o' l 1 • ., .. . V 8. • i , f r f f c 0 I* LIGHTING CONTACTORS -\ X Z 7 4:( I I I I I - 1 1 1 cc 2 — . 0 p _ _ :: _ = /-4 •. ... 0 W •--i x 1 0 n IMMO ___4 LA: I M z a 0 u) It* 0 z =_--, .=---, II Y I i-- . rn r=7, 374z ' 1 1 WF2 NL i ) .P ' 1 3 2 laiil , I ' - 1= E I I I 1 ti IA - , I 1 _,. X2 - ) 1/4 11 . co 0 < cc — 44 ----- WF1 N WF1 --I -4■411 _ .4---- 1A-41 X1-1 ,4,N 1- X1-1 1.- 1 -.-. 7* -- .3 - ‘11 11 -.3 f_i_4•1L___ q I 1-1 4 X1-1 H'1-.5 1/44-4■ X1-1 i t I I 7 I I 1 I I 1 I ca; i m 1 1 2 I i SKETCH 04 12 , LIGHTING PLAN.- SECOND FLOOR AS1-23 REV 2 10/25/05 et r cc , .. cp 0 1 1 Z SCALE: 1 = 20 a • i .. k O NOT USED . O NOT USED 0 FUTURE STAIR • O4 FUTURE ELEVATOR 8.' V \57 4'� / • Y v a OS MECH SHAFT I I I — fi O NEW SHIPS LADDER REFER TO 55/A8.OB O P°. O COLUMN COVER CO 12 A8.08 OC ® I I ,/ . I �■ 8 O FUTURE BRIDGE Q J O O PTIONAL FUTURE BRIDGE Q I 2 — — — — — I rN — 4,________ - w :E FACTORY I C2 " D POTTERY E 10 SKYLIGHT ABOVE (TYP.) s;� 11 FUTURE ESCALATOR 1r a z t* I I t ■ •••••,w, I _ �' 0 O / � � � ; '1�c> 12 3" EXPANSION JOINT ABOVE u. CD + / *% CD � 1 C4 a Z_ 13 l>1 .. = - o - I ® 0 PROVIDE WALL (TYPE 'A2') TO DIVIDE O NM t TENANT SPACES ALONG LEASE LJNES. 0 < (Dia - - COORDINATE TENANT DEMISING LOCATIONS N WITH OWNER PRIOR TO CONSTRUCTION. I 55 1 14 14 NEW GYPSUM WALL BOARD AT EXISTIN N 16 ; A7.38 I I I I O STUDS 0 8' -0" AFF Q: I ....^-," I �� : - . I I I a REV 1 I 15 DOOR AND FRAME PROVIDED BY OTHE REV1 O 1 PARTIAL SECOND FLOOR PLAN EDGE OF FLOOR DECK ..1- .1 C r i L V SI A C Rev 1 W I 09/15/05 II ft a • . ,. i 4" C -H METAL STUDS GNU PER STRUC. WITH HORIZ. AT 16" O.C. 3 5/8" - 18CA METAL JOINT REINF. AT 16" O.C. 3 5/8" - 18GA. METAL 3 5/8" - 18GA. METAL STUDS AT 24" O.C. STUDS AT 24" O.C. 5/8" GWB STUDS AT 24" O.C. r TO DECK a A Mt II, IN leffk lingla 5/8' GWB - - 5/8' GWB 5/8" GWB 1" GWB 5/ 8" GWB AT EACH SIDE LINER PANELS TYPE D3 CORRIDOR SIDE ONLY SOUND BATT INSUL �' SOUND BATT INSUL SOUND BATT INSUL AT WALL TYPE Al e� AT WALL TYPE C1 & C2 AT WALL TYPE D1 & D2 /� 1 5/8" METAL STUDS m / 4 A AT 16' O.C. TO 6" ABOVE AN. CEILING 1/1;\ �C\ 5/8" NU TO 8 AFF, / � CC / � / � A1� INSULATED WALL 5/8" GYM TO 6' / C,\ STC 48 TEST SOUND WALL / C1 ` STC 48 TEST SOUND WALL Q / ABOVE FIN. CEILING / - J AZ STUDS ONLY WAL /C2\ 1 HR FIRE AND SMOKE /p�\ 1 HR FIRE AND SMOKE NO GWB AND INSULATION PER UL DESIGN U465 PER UL DESIGN U465 /C 5/8' GWB TO 6" ABOVE p 2 HR FIRE AND SMOKE REV 1 e7 W FIN. CEILING, STUDS SHALL PER UL DESIGN U4.67 a Q EXTEND TO STRUCTURE H a To rn Z 31 WALL TYPES NOTE: PROVIDE 1/2" FIRE RESISTANT TREATED PLYWOOD WAINSCOT TO 4' -0" ABOVE O O (' FINISHED FLOOR AT ALL ABOVE GRADE SERVICE CORRIDORS AND EXIT PASSAGEWAYS. Z Z G2.OB W = SCALE: 1 1/2" = l' -0" 0 Q 8 m O N 1 i SKETCH 02 ASI -23 Rev 1 09/15/05 q m f 0 1 L.I1 VI, OC a i 0 i l a. .. .•. . .. I 6 O RELOCATED CHANDEUER FIXTURE TYPE PHI, REFER • TO 21/A10.1B. (TIP.) • O RELOCATED CHANDELIER FIXTURE TYPE PH2, 8. REFER TO 21 /ATQTB, WITH RAISED SOFFIT. (TYP.) 7 4 / O MECH DUCT. PENETRATING ROOF STRUCTURE. ' SEE M1.2B do 1.12.113 FOR REFERENCE. 0 4 FUTURE TENANT LEASE UNE I . O NOT USED • 0 6 OPEN TO STRUCTURE ABOVE, TYP. a — — fi - - - - - 07 GWB CEILING -PAINT. TYP. m 0 8 NEW SKYLIGHT, REFER TO ROOF PLAN, A4.08, FOR TYPE AND SIZE (TYP.) CC a 0 O NOT USED a I I I a 1 0 NEW CHANDELIER FIXTURE TYPE 3 (TYP.) Z :2— 11 EXISTING NORDSTROM SOFFIT TO REMAIN 12 3' U EXPANSION JOINT H N PO° I — I — — — 13 GYPSUM BOARD CEILING AT THIS LOCATION ONLY, W 0 LL 0 r NEW COVE LIGHT, REFER TO ELECTRICAL W Z REV 1 J z O _ IS N W LIGHTS TO MATCH NEW MALL SERVICE Q � CORRIDOR UGHTING AT Y -6' AFT. -I *›- 1 I 15 I 1 •I - - - - - .. R 1 N A .�� w ii a WNW + SKETCH 03 4 1 0 REV 1 N • ASI -23 REV 1 J I I I I pal 09/15/05 Q • O pt L... 1 I 21 ENLARGED- REFLECTED= CEILING PLAN. cic. A3.2B C: 1 SCALE: 1/16'1' -0' -F 1. 1 h i e ta IPA 1/11 y I l 1 i i 1 S i e. .: 8 1 II il 0 1 / i 11 , 6: 1 gi PI 11 AO ti "iMiiI:I., ).: 73 V ' \ C/3 r ii �> ,,:.gig, n :� ,iiH €€ z — — ,„„ 14,,„. .... I. Iiiii. "' ;q— 4 YYYYYY{;YYYY4V18 "' '�!�'�1Ni'YI'1' a il Q Fill a - R g I " " 7 . PP " . PI • 111111 of E i Vti ;w2 N i Ile {. 4 ! r•- • LI DLR Group A7.3B WALL SECTIONS k ,.. Womble Planning um 144110340 --- -.�—�� WASHINGTON SQUARE MALL - AREA B i CO il al 03 l a) CI DOOR DOOR FRAME FRAME HARDWARE al di NO. WDT HGT THICK TYPE MAT TYPE MAT GLASS RTG HEAD JAMB JAMB SILL GROUP PLATE REMARKS c 001 44" 84 1.75" A HM 90 MIN H7 STAIR > Q 207 36" 84" 1.75" A HM 60 MIN H7 STAIR m 208 72" 84" 1.75" A HM 60 MIN H8 20 84" 1.75" A HM 90 MIN ? ? ?? ELEVATOR S MACHINE ROOM m 209 48" 84" 1.75" A HM 60 MIN H8 " 90 A HM 60 MIN H5 AUTOMATIC CLOSING DOOR = ix 210 72" 84" 1.75" A HM 20 MIN H8 C < REV 1 211 36" 84" 1.75" A HM 60 MIN H7 STAIR 0 a 213 42" 90 A HM 60 MIN H5 AUTOMATIC CLOSING DOOR 214 36" 84" 1.75" A HM 60 MIN H7 STAIR i Z 21 r I v • 216 48" 84" 1.75" A HM 60 MIN H8 g Z 217 36" 84 1.75" A HM 60 MIN H8 I _ A 0 < o Q REV 1 0 00 o DOOR SCHEDULE a NOT TO SCALE I M fl SKETCH 06 Q • ASI -23 REV 1 >`. • 09/15/05 r , i I A s r a 7 HI HP1 Rill BH11 R HP1 Eil MM 17la RH2 RH1 RH1 RH1 RH1 RH1 RH2 N- 1111 IRH1 RH1 RH2 RH1 - RH1 RH1 HPl- NL o O HP1 -lo - 1 o • HP1- u RH1 RH11 RH I R -•- -•- �_ - ' _ — - - --_ — - - - -1 -• - -.-- - - - _- - --• - 'I - `: � 15' a= _ _ AML ' _ .' *( '>I:I' - :IJO\ LJiI :IviraIYrMI2 • ��e- :J1i1id - �I I I I - 1 11 I I 1 — � — — — fi— - fi - — — = >o — + — -- - -- CO a I I I I II CC I o -' o ■ _ - - - - WF2 NI - - - - OZ Xl +7' -6" ABOVE LANDING(TYP) W n LIGHTING CONTACTORS I — - — I Cl) U' I _ WF2 --- Z 1 BE-2 a NL I I- P.1 -3 WF2 NL • 11 WF1 Z Z X1 -1 HP1-1 X1 -1 HP1 -3 X1-1 -==1 -- 0 ., - NL I-- E i co II 1 NL WF1 I L r• 1 vNL xi I, X1 -1 I X1 -1 X1 1 NL WF1 I I C9 M - 14- Xi-1 4 W 1-1 1 - N WF1 X1 -1i - REV 1 - — - --I4— J xl — i H' - t � ' � L 0 0 EH -2 W I �� I I I N I i 11 I I SKETCH 05 L/ I I -LIGHTING- PLAN -• I FLOOR I o%15 %REV 1 f Ip SCA 1" = 20' -0" 1 • /J P Architect's Supplemental 161 DLR Group I nstructions Architecture Engineering Planning Interiors • • 900 Fourth Avenue ASI Number 23 REV 2 Suite 700 WA 10164-100C Subject Second floor service/exit corridor tel 206/461 -6000 information/Housekeeping Area fax 206/461 -6049 seaudetrulrgroup.wm Date 10/25/05 www.dIrgroup.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 Second floor service exit corridor information between gridlines 29.3 and 24.9. New housekeeping area. Project Manual None. Drawings Drawing G2.0B, dated 10/25/05. Drawing A1.2B, dated 10/25/05. Drawing A2.4B, dated 10/25/05. Drawing A3.2B, dated 10/25/05. Drawing A9.0B, dated 10/25/05. Drawing M1.1B, dated 10/25/05. — not included @ this time Drawing P1.1, dated 10/25/05. Drawing E1.6, dated 10/25/05. Drawing E12.18, dated 10/25/05. Attachments Sketch 01 REV2 Sketch 02 REV2 Sketch 03 REV2 Sketch 04 REV2 Issued By Erwin Angulo • JUL - 28 -2005 16 20 DEUCO ENGINEERING INC. 541 757 9885 P.02/02 il DVC() sop,-00-6c--6, 245 NE Conner. PO Box 1211 oc, 88 F ox. (54 (54 75 I) 757 -9-9885 5 englneering Inc. (541) 7574991 ( 75 - g S 4 -) 6 ' S a PROJECT. WAS141/J(,1 5Go r-KeA I PROJECT NO; pS ,pL3 I ' U - - I DATE.a,Ls,s • IMIAI 18 ! ^o risair • ~ Dr.U:. 5y 0 : • I - 1 L CSC ,02 co►•;■9 2%o • Bt• I S'i TLUT • U c TO D r.i.iyiItaW 1,1L SGWRC 70 STCWT i ! t 70 VI Al-% ( %A ICU - i HI.^1 \ Cal. S7 \A E5 ' C4)pC„,, Be c,t L 1) I L " "' I '1�° 5EPAilp1 \or.\ BG 7L .l r-1 - . ..... -- -. .___ . • . .- - -.. .... . - - • 1 L-3 )(t-' - 1 , 1 c0 - 1-3" -i I CA: VC C• !' cV2ylaa�. GR rr, .Nb"' Faq .. G�VC - "u�c�6, ��� GI F . i _ . 5 9PE • • - - - -- - - - -- -._. ... ... • __ ..... - ....... Re . -A CC .1 C $(LC. Ur,1C� 0 2i�4Y �•! • 0 q � R.HtR�� ►�1'C� EXPIRES 8/9000'1 • I PAGE OF TOTAL P.02 • J .,1 � q 5.1 5KI51171C CERTIFIED FOR MASON INDUSTRIES, Inc. JOB NAME WASHINGTON SQUARE MALL AREA B i'. Uanufxturers of Vbtotion Control Produces CUSTOMER MASON OREGON _% . 350 Rat e° Drive 708 N. Valley St, Suite K ' ' houp u e. NY 11788 Anahei CA 92801 CUSTOMER P.O. JOB NO. rX 5 6 4 0282 714T5�5 -2727 WF- 20491 -01 ' I_ FAX 51500 02 0278 FAX 7,4/535 -5738 MASON E.O. 20491 DWG. N0. TELEX 95-5464 REQUIRED (1 ) TAG ROOFTOP UNIT MASON TYPE RSC - ROOFTOP SPRING ISOLATION CURB OSHPD APPROVAL NUMBER R-0207 3" DEFLECTION ISOLATION UNIT: MCQUAY RDS800C OPERATING WEIGHT: 7,132 lbs. CURB WEIGHT: . 980 lbs. TOTAL WEIGHT: 8,112 lbs. Typical Window Location Typical Anchor Location 4 3 Fph e Fphcos I Fph sin A c.9. b2 " 1 • U 2 b1 1 1 • Fph sin e C.9. S T Fpv 1 h -4 18" I b1 = Maximum Length Between Isolators = 188" b2 = Maximum Width Between Isolators = 87 1/2" h = Center of Gravity Height = 50 N = Number of Isolators with Cross Bracing = 8 n = Number of Anchor locations = 18 ggnavr, HN 0 KD /( DAB 6/29/05 I IDwG NO. WF-20491-01 AWN .. MASON INDUSTRIES, Inc. EQUIPMENT TO RSC AND RSC TO STRUCTURE Manufacturers of Vibration Control Products ATTACHMENT DETAILS TO WOOD USING . - 350 Robro Orlve 2101 % C au t A. jute 0 FULLY THREADED LAG SCREWS. "'MIL- NY 11788 Anaheim CA 92801 . FAX 633 0279 fA % 5 ii• s 27 (FOR USE WITH MASON IND. 2" DEFL. RSC) TELEX 96 -8464 • DATE 12/21/00 DRAWING No. WF -45099 (4) #12 SHEET METAL SCREWS AT EACH SPRING LOCATION (BY OTHERS) SPONGE AIR SEAL (BY MASON) I grit* ---... EQUIPMENT WEATHER SEAL (BY MASON) CONTINUOUS WOOD NAILER • (BY MASON) STEEL � � ,� _.*, SPRING CUPS I RECAND TANGULAR TOP AND SPRING ADJ REMOVAL BOTTOM � � USTMENT (BY MASON) I�I� I PORT WITH COVER �� PLATE (BY MASON um WOODEN PORT NEOPRENE r`� FRAME (BY MASON) ACOUSTICAL I I ``11 t #12 SHEET METAL SCREWS SEAT ',i- , (4) PER LAG SCREW LOCATION (BY MASON) (BY OTHERS) • Mk 3" X 3" X 3/16" STEEL ANGLE Mk ADJUSTMENT fa ANCHORING CLIP, 21" LONG BOLT CHAIR (BY MASON) ASSEMBLY �'nt 2" THICK 5/8" DIA. X 5" EMBEDMENT (BY MASON) INSULATION Mil (6Y OTHERS) ' FULLY THREADED LAG SCREWS MIMI 1 (2) AT EACH SPRING LOCATION. VIII ` (BY OTHERS) =-. -_- 0 111111 III II I �� � , � WOOD STRUCTURE 1ii1Ill..., (BY OTHERS) - ROOFING (BY OTHERS) _M 2 -1/2" ' , (MIN.) • p i ■ ` 7 -1/2" MIN. I SIDE ELEVATION i • • MASON INDUSTRIES, Inc. SEISMIC OVERTURNING CALCULATIONS Nanuloctwrs 0 Vibration Control Products Ram v z1o1 w. p*poenl 51.. Sulu; 0 Hwppouga. NY 02911798 Ma� 27228701 • CODE(S): 2000 IBC, 2003 IBC �1 /JS - FAX 831/548-0279 FAX 714 /535—s73e TELEX 96 -6464 PAGE 1 CALC. SHEET WDS- IBCO3RSC T Equipment overturning calculations based on seismic load app at a critical angle. The seismic Horizontal force, Fpn, may be calculated using the following formula: 0.4a,,Snswp -, F ph(carc) — l h —) ( . p J Except that: Fan shall not be less than Foot* = 0.3SosloWp and need not be more than Fp+tmmo = 1.6SoslpWp- Where: WW = Component operating weight as = Component Amplification Factor, refer to IBC Table 16212 or 1621.3 Rp = Component Response Modification Factor, refer to IBC Table 1621.2 or 1621.3 Sos= Design spectra response acceleration at short period, refer to IBC section 1615.1.3 1p = Component Importance Factor, refer to IBC section 1621.1.6 z = Component Attachment Elevation with respect to grade. h = Structure Roof Elevation with respect to grade. Convert from Design Strength to Allowable Stress Design: F F ph(cam) (,) ph(o) 1.4 Vertical Uplift Force: F = 0.2 p S DS W p For equipments mounted on vibration isolation systems, - Fph(a) shall be increased by a factor of 2. (IBC 1621.3.1) 4 3 �F,,,, F cosB • 61 = Maximum length ,p—T b2 between isolators _ , c g ` b2 = Maximum width F sing between isolators h = Center of gravity • height • 12 N = Number of isolators ! 1 with cross bracing f b1 n = Number of anchor locations F,,,, sin 0 4 I h F I ; } ` r -- _ - - i __ _J Consider load applied in any horizontal direction Transverse component = F * cosi Longitudinal component = Foo, * sing The net uplift load on anchor location 2. op PROFF W - F n-r , o Fd.r * Cose * h , ( _ F ,iw *S * h (b `.) 0 4 GINE 0 • - P, = N - 1 » l2) 4, l / I a 14 9� The net c ompressive load o n anchor location 4. W + F,,,,,„ F * Cose * h * (b,l F,,, * Sine * h b, OREGON `r� P� = N + I W l 31 + /x, ( 2 G I. 'd R 27. 4 DHA N(N+ 2) , N z Where I Li, - - b; and I"' 4 b 12(N — 2) 'EXPIRES: 12/31/051 • -' SEISMIC OVERTURNING CALCULATIONS MASON INDUSTRIES, Inc. - Manufacturers of Vibration Control Products r 350 R°Ero Drive 2101 W. Crescent SI. Suite D • Hauppauge. WY 11788 Anaheim, CA 92801 ATTACHMENT TO WOOD STRUCTURE 616/348-0282 714/535 -2727 -'`.: FAX 518/348-0279 02 96 -8464 71 4 -5738 PAGE 2 CALC. SHEET WDS- IBCo3 -2RS1: fit. - __7 i Vim. r� i i ,' Maximum shear per location r- II 1 . ` .1. T, C,.w P I = N . =-I' To maximize the values • ----- `' . � ` ;1 Of = 0 & d = 0 will yield a condition / * b, , I * b, Ta n g = „ B = Tan" `_= I e � b: � I bz 1 • Curb to structure: 101 '.;0' Check Lag Screw (Per 1997 NOS) Allowable withdrawal value, W = W(Co-CM•CI) Allowable lateral value, Z'd = Zo(Co•CM•CT•Ce *Co) 1S ` - Where, W = Table 9.2A ---M--- P, � � .11 �. Zit = Section 9.3.2 f Co = 1.6 - Table 2.3.2, for seismic. �h I y � CM = 1.0 - Table 7.3.3, Moisture Content < 19% i P ^r77,1:1:1- Ci = 1.0 - Table 7.3.4, Temp < 100 °F Ca = 1.0 - Table 8.5.4, min. edge dist. =70 Co = Section 9.3.3, pmn =4D For Equipment to Curb and Curb to Angle Clip: Combined Lateral and Withdrawal design value, . To combine seismic anchor loads (W' p)Z a _tan - P) Based on maximum Pt and maximum shear Ps. Z' = (yy� p) cos + z sin a l P ) Pt = Uplift force at each anchoring location Ps = Shear load at each anchoring location V(/),)2 nscrew = Number of screws per location + (1).)2 Tscrew = Tension per screw = Ps/neeraw Actual Load on Anchor, Z eyn = n Vscrew = Shear per screw = Pt/nsc ew Where, ninscrew = Number of anchor per location Allowable shear in metal screw. Z ■ B V(allow) - (see ICBO # ER5202/1996 Table #1) Check Lagscrew ' 5 1.0 1 Zia Allowable pullout of metal screw. T(allow) - (see ICBO # ER5202/1996 Table #1) '�� PR Fp s/ , ��, �ct F FR O Check Metal Screws a 14,828 y—.17 5. 1.0 Tcrow 5 1.0 1 J°' r allaw Tallow n OREGON i , T., t1R 27, -`' / DI-ir f D(PIRES: 12/31/08 • • L ` ✓e MASON INDUSTRIES, Inc. SEISMIC OVERTURNING CALCULATIONS Manufacturers 350 RRamo Drie vinrenon Control 2101 W. Cresc SQUARE MALL AREA B . S ne D CUSTOMER: MASON OREGON 0 - 'I' Hauppauge. NY 11788 Anaheim, CA 92801 E.O. NUMBER: 20491 II 831 / 348.0282 714 /535.2727 r• ! FAX 631 /348-02)9 FAX 71 a / 5355)38 DATE 07/05/2005 FORMWF- 20491 - 01 Tap: ROOF CURB UNIT Calculation for= Equip. to Curb Curb to Structure 1 - REV: UN, 0705/05 Wp= 7132 8112 a p= 2.50 2.50 RP= 2.50 2.50 Sds= 1.07 1.07 1p= 1.00 1.00 z= 1.00 1.00 h= 1.00 1.00 FPh(wad = 9132 10387 FPIJ tmg, i - 2283 2597 Fph ,,= 12176 13849 Fph(a)= 6523 7419 Fpv(ar 1522 1731 Seismic Ci Level= 0.91 0.91 b1= 188.00 188.00 b2= 87.50 87.50 h= 35.00 55.00 N= 18 18 box= 66270 66270 I 34453 34453 Tan(theta)= 1.12 1.12 theta(rad)= 0.84 0.84 theta(dcg)= - 48.16 48.16 Pt= -123 -422 Pc= 915 1324 Ps= 362 412 T= 31 211 V= 91 206 n= ---- Sheet Metal Screw= g12 •I ",:1: Screw `' Toow c 0 1/ 6_ Check Tension= 0.08 Check Shear= 0.11 Lagscrcw Diamctcr(in) 518 Embedment (in)= 5 . Penetration Depth (in), p= 3 Load Duration Factor, C 1.33 V PROP* ;netration Depth Factor, Cd= 1.00 ' GINE ' �` f � W (Ibs/in)= 447 �C t� F,p O W'(1bs/in)= 595 828 • Z 680 rg _- ' r - / a = 0.80 -� - Combined, Z'tx (1bs)= i Loads per Anchor,Zay 295 OREGON Check Lagscrcw^_ 0.30 .�, � 9R _� - ,1 , 3 Darts Brand Self- Drilling/Sclf- Tapping Steel Screws, ICBO Report #ER -5202, Table 1 � i l)F1Ntt'_ Minimum 18 Gage Thickness Sheet Metal pga,Ra 12►31109I National Design Specification for Wood Construction, 1997 Edition Douglas Fir - Lurch, G=0.50 Note: Anchorage calculations are based on the above anchors. If other anchors bolts are used they must be selected by others to meet required tension and shear forces and installation requirements. FORM A -17270 20491, RLSC_Lagsorcw_IBC2003, rev' 07/05/2005 ITEM QTY. PER QTY. TOTAL MAT. DESCRIPTION ROUTING 1 I 2 22 ALUM 2.0' X 6.0' X 1/8' WALL, 1341101 ALUM TUBE C N 2A B BB ALUM 150' X 150' X 8311 ALUM BAR STOCK C M • 2B • 4 44 ALUM 150' X 150' X 8.311 ALUM BAR STOCK (FOR NTG HANGERS) C H 3 4 44 ALUM 1.7 ■ Y 575' 195 Al IN C1SCT rr1111 PAP1 , S WELD IN PLACE & GRIND SMOOTH C2) 3 III Group • R, 11-_-3._.,,,--_,,1-\\._//rr---n 0 REVIBVED MICIPAVION IMMO • 38.00 58.00 L a aer �r�t�s�i>�dM 36.00 0 ( 21 Th mimeo kw archery ads I D REVISE AND IIBUSMT D MOW o 1 F TICAI�L tub �ta. ba4formalm ___ te __ apt UILvl . : VISION Wormlike lathe metteCbnelloroer=some 1.00 -I 0.875 • hil I the step dt e i oe ieema.orr -(2 PLCS EACH SIDE> CO - of asped& bent shall not Include whew d inees d Midi TOP VIEW a , the item is a component. nd at the job b a polls Wet m SCALE 1 -16 ® lt pro: uses or to the Ilse methods, t;o 11 L J_ •` - of om�snvction; morArlaelocl d theme du d d /1 � �`� _ ma :�e.ta a O• • 2E� am DRILL t?* CNTSNK FOR 1/4 -20 FLAT -HEAD • SOCKET HEAD CAP SCREW ( n o oo / //r 0 0 0 o R ISOMETRIC VIEW © v 1 ° °D I I - SCALE 1 -16 rti - 411 I I I L - 1, I -H ['- 2.00 ® w ; 5.00 IV I 0 2.00 —• _T 0.5C 6.00 �/1 N- r` U____L M r i r LI -- ___ :. ___ _ .._._..___ . _ a % o co _ _. .-1.0(.-( _ :.. ( . ( 2. Ooo. -I (n r) c FRONT VIEW °D m m lr '" . - -_.__. 8/A(0 -5 _ SCALE 1 -16 . _ �'1� PR 0.63 - 1.50 . - - . . . CEO OF�C�,s/ • i a GT EF O _ 1.50 . - - - . <� "v67023PE' y _ _ ® 0 _ _ ® 3.00 ' - - 0.75 ®6 . 3 1 �, 4 ®0.44 - - - = • < \ \,.. OR v OREGON 4/ • DRILL 8. TAP THRU � /C 9, 2 � 0 00.87 S IDE VIEW FOR 1 /4 -20 C4PLCS) � � �� - `� � - - - -- • - - -___ P �G t „ 00.87 SCALE 1 - 16 (TYPICAL ALL HANGERS) `EXPIRATION DATE: G /v1�7 • DRILL THROUGH .87' DIAM FOR ALL - THREAD HANGER p THESE LOCATIONS ONLY LL WICK COPY-7 � I ® ' � '' �9� �' � ne ® MOVED MTG HOLES FROM 63.00' TO 58.00', CHANGED MTG CONDITION 07/19/05 MMG p NOTES: ntO� P� an O OA ADDED ITEMS 19D & 34 TD MEET CALC. REQUIREMENTS 06/06/05 MMG ' 1.) ALL WELDS ARE TO BE Br J Q _ 6 4 � 0 s 0 REVISION DATE BY j GROUND SMOOTH. y ?, d As p111Jc' CUSTOMER: HOWARD S WRIGHT CONSTRUCTION CO. ORDER NO. P27875 - 00 2.) ALL PARTS TO BE PREPPED 12 c s S ( W FOPms +surFaces PROJECT: WASHINGTON SQUARE MALL DATE: 05/02/05 FOR PAINTING. q5q 30 PINE STREET PITTSBURGH. PA 15223 TITLE: FIXTURE TYPE 2 REVISED: Tel (412) 781 -9003 SAX (412) 781 -7840 DRAWN BY: HMG APPROVED BY: DRAWING NO.: 27875 -00 -03 -a, ITEM OTY. PER UNIT 01Y. TOTAL NAT. DESCRIPTION ROUTING 1 4 2 22 ALUM 1550• X 144.00' X I/2' 1HK. ALUM PLATE (15.151I44251LANK) X N 1 5 2 22 ALUM 250' X 144 .00' X 500 R. ALUM BAR STOCK C N T © 6 2 22 ALUM 250' X 144 .00' X 500 TIO;. Uhl BAR STOCK C 1 L 0 1 / i 1 1 0 DRILL 8 CNTSNK FOR 1/4 -20 FLAT -HEAD 1 SOCKET HEAD CAP SCREW(12 PLCS) o 0 c 1 � I -2.50 D.D _ _ _ 1 ��� 0.00 I . I —� I I I I I I 1 / I'I o0 0 0 c=.' o c o 0 0 0 0 0 PP 1 o N N N t0 CO o N ri N ISOMETRIC VIEW TOP VIEW ~ SCALE 1 -16 SCALE 1 -16 10 144.00 LE 0.50 2.50 -,....417 '—i- o r-M o r. r•-) 0 0 o �o oo o r` 0 0 o nr) o Nri ° 0 0 a`o o rTC o o c1.1 trim cr. I I I 1 1 1 � STITCH WELD i' I 1 I I • I I 11 1 1 1 I I I I I 1 i -1� 0.50 T r I 1 1 . 1 I , • I 15.50 _ @ 12.0' SPACING, i' FILLET. 14.50 • s / DRILL & CNTRSNK FOR 5/16 -18 —\ 14.50 —1 I— 10.44 —I I— i` FLAT -HEAD SOCKET HEAD CAP SCREW (12 PLCS) 12.50 1/4 In DRILL & TAP 1550 %CI in m i — 1.75 c a ■m m l' - 20 X 2.O'DEEP (12 PLCS) 0.00 - i i i 1 .__t_ 1 in U) U) in n N o ^ r'i t0 n o CU VD C'•) in 144.00 1 4- 0.50 H 2.50 / //+ a �NE O F si • -_ ��b� _,I ,�V._ , 7 5 G 4 '67023PE ls �' FRONT VIEW SIDE VIEW I. X3(2105._ - _ -- _ SCALE 1 -16 S IDE I OREGON ® MOVED MTG HOLES FROM 63.00' TO 58.00', CHANGED MTG CONDITION (NO CHANGES THIS PAGE) 07/19/05 MMG _ ::. _ . _ - = ; c°4 Y 9 2 0 0 '` �� �, KA Q ADDED ITEMS 19D 8 34 TO MEET CALC. REQUIREMENTS 06/06/05 MMG Q REVISION DATE BY NOTES: . OTES I EXPIRATION DATE: 4./) (7 CUSTOMER: HOWARD S WRIGHT CONSTRUCTION CO. ORDER NO. P27875 -00 1.) ALL PARTS TO BE PREPPED "..)-'. ; Forms +suPF PROJECT: WASHINGTON SQUARE MALL DATE: 05/02/05 3D PINE STREET PITTSBURGH, PA 15223 TITLE: FIXTURE TYPE 2 REVISED: FOR PAINTING. _ ____ = .._ Tel (412) 781 -9003 FAX (4)2) 7e1-7840 DRAWN BY: MMG APPROVED BY: DRAWING Na: 27875 -00 -04 u.o uoir_vn ececuov+.`... .nn_n• n +nnnnne ,n + +. +o eu u.n r_.u.a - ITEMIQTY. PER SUB QTY. TOTAL MAT. DESCRIPTION ROUTING _ l 7 2 132 ALUM 2.0' X 6.0' X .125' WALL, ALUM TUBING, 66.00'L C M 00.75 01.75 01.75 01 75 _ B 2 132 ALUM 4.75' X 67.63' X 250' TNK. ALUM PLATE X L (6) SUBASSEMBLIES NEEDED 9 2 132 ALUM 193' X 1.75' X .125'1HK. ALUM SHEET S ' DRILL & TAP 00.38 0 TO MAKE (1) COMPLETE UNIT ID 6 3% ALUM 1.75' DIA. X 221' 1, ALUM ROD C M 5116 -18 X 1.5' DEEP DRILL & CNTRSNK FOR 11 6 396 RUBBER .312'ID X 1.751111 X .125' THK RUBBER WASHER P a' HEX -FLAT HEAD SCREW 12 6 396 ALUM 1.75' OD X 25' THK ALUM PLATE (GLASS RET.VSHR) L M 190 2 132 ALUM 1251V X 25D'TI3( ALUM BAR 4.0' LENGTH C M 0.81 -0 --0.13 - -025 2.00 ITEM 10 ITEM 11 ITEM 12 O SCALE 1 -8 SCALE 1 -8 SCALE 1 -8 ` • in ., (ARRNV SIDE ONLY) NO VELD THIS SIDE 8' OF ITEM 19D 126.00 0 It I.- 63.00 1 1 1 ' O 1.0'LENGTH @ 3.0' CENTERS _ 2.00 TOP VIEW SCALE 1 -16 Q ISOMETRIC VIEW , SCALE 1 -16 000 126.00 28.29 22 - 1.25-H H 1.00 23.03 2.63 0.63 1.50 _ 20.97- --_ 1 b 7.87 ® 1.75 _ -� . 10.00 4.00 2.00 01.75 �- 4.00 0.50 1.00 - � 0 - - °'I a DRILL & TAP FOR II 28.00 0.89 II - 14.0 DRILL & CNTRSNK FOR 5/16 -16 (2 PLCS) /11/ 1/4 -20 HEX -FLAT HEAD SCREW. SIDE VIEW ITEM 190 52.00 98.00' SCALE 1 -16 SCALE 1 -8 0' p PROFt6 - - - - 47 �g7023PE� FRONT ?2F i f _:.: _ g,21 (6 . .- ._... - - - - - OREGON . -- -- - - - -- - C p ■ MOVED MTG HOLES FROM 6100' TO 58.00', CHANGED MTG CONDITION 07/19/05 MMG __ © ADDED ITEMS 19D & 34 TO MEET CALC. REQUIREMENTS 06/06/05 MMG NOTES: -- - - - - 1.> ALL WELDS ARE TO BE EXPIRATION DATED 3 L REVISION I' BY GROUND SMOOTH. . . CUSTOMER: HOWARD S WRIGHT CONSTRUCTION CO. ORDER NO. P27875 -00 2.) ALL PARTS TO BE PREPPED (for s+surFaces PROJECT: WASHINGTON SQUARE MALL DATE: 05/02/05 FOR PAINTING. --• 30 PINE STREET PITTSBURGH, PA 15223 TITLE: FIXTURE TYPE 2 REVISED: Tel c412> 781 -9003 FAX c 412> 761 -7640 DRAWN BY: MMG APPROVED BY: DRAWING ND.: 27875 -00-05 HaP11264 ArRTGAPASSE6f6CYT.dwa 27675=IXFOe,. 07770/2005 1 Cr.4J.12 AM. Mall.Geiael r f t • ITEM QTY. PER UNIT DTY. TOTAL HAT. DESCRIPTION ROUTING ` 13 B 8B ALUM .125 ALUM SHEET ?4.00' X 10.00' (SHROUD ENDS) X L 44 ALUM .09D ALUM SHEET 36.00' X 22 .00' S R . - - 15 4 44 ALUM 15' X 1411' X 250' THK ALUM PLATE X L COVER REMOVED FOR CLARITY 1 16 B B8 ALUM 3/4' ALUM PIPE, .113' VALL 24.0D' L C R __. -1 ,19,: ` . -1b_ 11 2 22 ALUM 80' X 180' X 250110; ALUM PLATE (BOX BTK) X L 63.38 : j (z (5 -. -- 18 4 44 ALUM B0' X 1463' X 250' ALUM PLATE, (BOX END PLATES) S N 0 - . _ ;1 . - • • , 19A B 8B ALUM 10' X 250'THK ALUM BAR 14.631. C M - . - 198 4 44 ALUM 10' X 250'T111( ALUM BAR 15501 C • ■ 8.00 - _' - ' 20 2 22 ALUM .125' ALUM SHEET, BD' X 160' (COVER PLATE) X P il i 0 21 2 22 E 60 ROUNIODV D - JIA(CTIO 250 lET 0 • . _„,...:.:. . ,,, .... ....,, ........ .._____ .„......_.,..____.._• _.. 3/4' LONG @ 2.0' SPACING TYP. ALL INSIDE CORNERS TOP VIEW 0 0 SCALE 1 -16 3/4' LONG @ 2.0' SPACING TYP. A e , 0 I , 0 � I� TAP 1/4 -20 (8 PLCS) ���- 0 r -I 6.00 ±0.00 � \k, 0.03 18.00 -� ® I 1 -r -�I & � 1.00 , 15.50 - i 15.00 14.63 14.63 o C • 15 TO EXTEND THROUGH PLATE J___ 1 t--------- 16 23.40 ISM _111 3/8', WELD TOP SIDE ONLY 1/4' FILLET 41,SD PROFS' s ■ I ISOMETRIC VIEW �� 4 e o29PE s 1L=I■Nw /a2 SCALE 1 - 16 Q' j 9.02 Alt �' OREGON 1.50 - 5.50 - 22.00 '/EN Y g, 20 N A KP,C FRONT VIEW SIDE VIEW SCALE 1 -16 SCALE 1 -16 EXPIRATION DATE. /3. v 7 ® MOVED MTG HOLES FROM 63.00' TO 56.00', CHANGED MTG CONDITION (ND CHANGES THIS SHEET) 07/19/05 MMG NOTES: /I\ ADDED ITEMS 19D I. 34 TO MEET CALC. REQUIREMENTS 06/06/05 MMG 1.) ALL EXTERNAL WELDS ARE TO 0 REVISION DATE BY BE GROUND SMOOTH, CUSTOMER: HOWARD S WRIGHT CONSTRUCTION CD. ORDER ND. P27875 -00 2.) ALL PARTS TO BE PREPPED p PROJECT: WASHINGTON SQUARE MALL DATE: 05/02/05 FOR PAINTING. �P�����P� 3D PINE STREET PITTSBURGH, PA 15223 TITLE: FIXTURE TYPE 2 REVISED: Tel (412) 781 -9003 FAX (412> 781 -7840 DRAWN BY: MMG APPROVED BY: DRAWING NO.: 27875 -00 -06 H:1P11264 WRIGH ASSEMBLY2dwg, 27875-0D -O8, 07202005 10:43:00 AM. Metl.Gelbel ITEM OTY. PER UNIT I OTY. TOTAL HAI. i DESCRIPTION ROUTING � 13 4 44 ALUM .125 ALUM SHEET 24.00' X 10.00' (SHROUD ENDS) X L 02.00 THRU -�- - - -- - 14 2 22 ALUM .090 ALUM SHEET 36.00' X 22.00' S R • FOR SPRINKLER HEAD COVER REMOVED FOR CLARITY (SPRINKLER BY OTHERS) 15' 2 22 ALUM iS' X 14.0'X250' THK ALUM PLATE X L l66a /6000-16 16 - 4 44 ALUM 3/4' ALUM PIPE, .113' WALL 24 .0D' L C R 63.38 a 1 7A I 11 ALUM ILO' X 32.0' X 2 5 0 1 1 1 K PLATE (BOX BIM.) X L . ::) , 2 22 ALUM B.0' X 14.63' X 250' ALUM PLATE, (BOX END PLATES) S M lit 19A 4 44 ALUM IF X 2501111( ALUM BAR 14.63'L C M 8.00- _/ 19C 2 22 ALIBI 1.0' X 250111( ALUM BAR 2950'l C ' -720A 2 22 ALUM 125' ALUM SHEET, B.0' X 32.0' (COVER PLATE) X P ° O • : - .:;21 2 22 - 6.0' ROUND DOVNLIGHT, FATAL HALIDE, ION 0 22; 1 II - .1<1NCTION BOX LIGHT p 23 2 22 - 250 METAL HALIDE FLOOD 0 22.00 - - -- - CD 0 © - 0 3/4' LONG @ 2.0' SPACING TYP. •r. • N ( 3/4' LONG @ 2.0' SPACING _ - �.� ~.. -. TYP. ALL INSIDE CORNERS : . e� ~. 0 = .rr % r TOP VIEW ,� SCALE 1 -16 ` � ' �� 0 V., - TAP 1/4 -20 (8 PLCS) Ot �� I ! V I 1 r t B - 0.00 0.03 32.00 H 1.00 16 1 7 1- 29.50 - 15.00 14.63 14.63 iik III ISOMETRIC VIEW QeDPROFF, I 23.40 - Mi MI - i SCALE 1 -16 6 0 e / � II ITEM 15 TO EXTEND THROUGH PLATE OREGON ' 3/8', WELD TOP SIDE ONLY 1/4' FILLET <(;, ('G 011; 9.02 Op 1.50 - 5.50 - SIDE • SCALE 1 6 1 EXPIRATION DATE;G /3 7 FRONT VIEW SCALE 1 -16 . Z. ■ MOVED MTG HOLES FROM 63.00' TO 58.00', CHANGED MTG CONDITION (NO CHANGES THIS SHEET) 07/19/05 MMG A ADDED ITEMS 19D & 34 TO MEET CALL. REQUIREMENTS 06/06/05 MMG NOTES: A REVISION DATE BY 1.) ALL EXTERNAL WELDS ARE TO BE GROUND SMOOTH. CUSTOMER: HOWARD S WRIGHT CONSTRUCTION CO. ORDER NO. P27875-00 2) PAINTING. 3 ALL PARTS Tm TO BE PREPPED For s+ irFac PROJECT: E CT: WASHI TO PE SQUARE ARE MALL DATE: 05/02/05 2 Tel (412) 781 -9003 FAX (•12) 781 -7840 DRAWN BY: MMG_ _ APPROVED BY: DRAWING NB. 27875 -00 -07 �. -..,.• ,.role rno o _ „ n tDC..,. r, .4.. - rc.nn m n 41,11 4n e.. ,.en n- _--- — ;he, - __— ITEM QTY. PER UNIT QTY. TOTAL DESCRIPTION ROUTING 1 24 6 _ 66 1 /2' TEMPERED LAMINATED GLASS, V/FRIT PATTERN 0 E 0.50 ... - - - -.. - ---- ii. _..__1c . 6C oy 4 E L EVATION VIEW 11 � C15 - . SCALE 1 -16 -/ 24.00 24.00 25.13 ---- (HOLE CENTERS) (HOLE CENTERS) �1' r 3.00 7 ° r F 1 -7 N EF � O . � � E� L , 3 6. 00 ORE 42.00 39.00 (HOLE C E NTERS) � ,�� �'4 y 9' Z ° °, k� , , , , . , >, I I . , r _221,! _ : \ ,, „1! '. PIRAT ION DATE -� , Gs --- � t 0 1.00 X1.00 o - 1.so 1.50 L 3.U0 22.13 (MID TO MID) CTYP 6 PLCS> 78.00 - NOTES: 1, GROUND AND POLISHED EDGES, 2. NO MANUFACTURES LOGOS ON GLASS PLAN VIEW • SCALE 1 -16 3, QTY. 66 Q ADDED ITEMS 19D & 34 TO MEET CALL. REQUIREMENTS . 06/06/05 MMG Q REVISION DATE BY . - CUSTOMER: HOWARD S VRIGHT CONSTRUCTION CO. ORDER Na P27875 -00 3 Forms +su eFa c 1 223 T RO E CT. FIXTURE TYPE Q2 ARE MALL REVISED ISED 05/02/05 • Tel (412) 781 -9003 FAX (412) 781-7840 DRAWN BY: MMG APPROVED BY: DRAWING Na: 27875 -00 -08 H:1P71264 WitlbhTW55cM6LY2.awg, 27675-00-06, 06/06/2000 03:02.0/ PM, Mati.Geltel Architect's Supplemental L DLR Group I nstructions Architecture Engineering Planning Interiors 900 Fourth Avenue • ASI Number 23 Suite 700 Seattle WA wit A4 -1 Subject 'Second floor service/exit corridor information. tel 206/461 -6000 fax LUW4bI -bU4`J Date 9/12/05 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 Second floor service/exit corridor information. Project Manual None. Drawings Drawing A1.2B, dated 9/15/05. Drawing G2.0B, dated 9/15/05. Drawing A3.2B, dated 9/15/05. Drawing A7.3B, dated 9/15/05. Drawing A9.0B, dated 9/15/05. Drawing 1.6, dated 9/15/05. • Attachments Sketch 01 REV1 Sketch 02 REV1 Sketch 03 REV1 Sketch 04 REV1 Sketch 05 REV1 Sketch 06 REV1 • • Issued By Erwin Angulo • • •