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9700 SW WASHINGTON SQUARE ROAD qf. VICINITY , IAP SITE MSP P ][ r ■ : ...J.'!ate. MAPNLAST ID MAPItLAiG'n- '•'' ti -��'"`' `moi ; t,. ✓'"'•� 'R �h'd � + •r+ f • . ;..� f'►� � City ,, La } 4 NLf YY bLrl• �� 210 �',y; � 217 @17001 \,Iola orp . r- 10D0 ft M cinky 6 , GDT SITE NO 97 Tl PH BUILDING C0 ",'APPLICABLE CODES & ORDINANCES AR ' THE PROPOSED 7EMODEL SHALL CONFORM TO APPLICABLE BUILDING CODES I AND AUTHORITIES, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: a ELE 1997 UBC WITH OREGON AMENDMENTS PLU ` 1998 INTERNATIONAL MECHANICAL CODE WITH OREGON AMENDMENTS EN 1997 UNIFORM PLUMBING CODE WITH OREGON AMENDMENT 139 NATIONAL 'ELECTRICAL CODE WITH OREGON AMENDMENTS 1997 UNIFORM FIRE CODE ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (28 CFR, PART 36) ALLOWABLE AREAS ** PROPOSED REMODEL: NO CHAI4GE BUILDING EQUIPPED WITH AUTOMATIC SPRINKLER SYSTEM z BUILDING CLASSIFICATION A.SEISMIC ZONE 3 ; B.000UPANCY M — MERCANTILE ? C.CONSTRUCTION TYPE II­-FR FLOOR; AREA: Fi.iST FLOOR 92,127 SF SECOND FLOOR 92,343 SF **TOTAL EXIS ANG FLOOR AREA 184,470 SF FIRE-RFSIS?IVE REQUIREMENTS: ** PROPOSED REMODEL: I. EXTERIOR BEARING WALLS NON-COMBUSTIBLE NO CHANGE r 2 STRUCTURAL FRAME NON-COMBUSTIBLE 3. PERMANENT PARTITIONS NON--COMBUSTIBLE 4, SHAFT ENCLOSURES 1 HIR I 5. FLOORS NON-COMBUSTIBLE 6. CEILINGS NON-COMBUSTIBLE 7. ROOF NON-COMBUSTIBLE 8. STAIR ENCLOSURES 1 HR 1, r 9, CORR!DCZS 1 HR ` 2 TOTAL EXISTING OCCUPANCY LOADS: (EXCLUDE STAIRS, SHAFTS, EQUIPMENT ROOMS,TOILETS, ELEVATORS, ETC.) 3, I FIRST FLOOR 1,957 SECOND FLOOR 1,187 TOTAL u 3,144 ** PROPOSED REMODEL: ' ' TOTAL REMODEL OCCUPANCY LOADS: NO CHANGEI 4 (EXCLUDE STAIRS. SHAFTS, EQUIPMENT ROOMS,TOILETS, ELEVATORS, ETC.) FIRST FLOOR = (NO CHANGE) E� 5. SECOND FLOCR = (NCS CHANGE) ,1 I. ** PER NEW CALCULATIONS, THE REMODEL OCCUPANT LOAD HAS NOT CHANGED. THE OCCUPANT LOAD FOR THE EXISTING STORE WAS BASED ON THE 1991 BUILDING CODE.EXITS PROVIDED DO NOT CHANGE. I EXITS I r, REQUIRED WIDTh = 33'— 0 3/8" 6. PROVIDED: 3 ENTRIES AT 12'-0" = 36'-0" (33'--1 112" NET) I� 3 EXIT DOORS AT 3'-0" EA. = 9'-0" (6'--4 V8" NET) I� 41'--5 1/8' >33'--O THIS REMODEL DOES NOT ALTER THE EXISTING OCCUPANT LOAD. ` REFLECTED UL-.1LING PLANSYMBOLS (4'HIGH HARDBOARD WAINSCOT) PROVIDE i BASE PER DETAIL �� ® 21)(21 5EE DFtAIL 6 4'70_8D v a /� 0 (SUPPLY) 8.0 AX. 0 0 0 2X4 (RETURN) LIGHT TRACK (8' HIGH HAI---IDBOARD (F RUST) 1'X4' WAINSCOT) PROVIDE BASE PER DETAIL eHDaD X © 8"X4' Washington Sq.Rd 9700 ' AX. (LINEAR TYPE) BUP2003-00173 1 of 3 HARDBOARD WAINSCOT HVAC DIFFUSERS/GRILLES CEILING MOUNTED E FLUORESCENT LIGHT FIXTURE DISPLAY SUSPENSION SYSTEM x"yvx (FURNITURE' y (STANDARD) NOTICE: IF THE PRINT OR TYPE ON ANY L 1.11 I r I I 1 III III III III 1 11 111 1 1 1 III I T i �l L.11 111 111 1 1 1 1 1 1 1 11 . 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' 1 2 .�' 1 ' 'v . -! r 1.--.- w _( ... �4. +Cr -�Y-a ' ._ 1 I , + \ , I I I t'� t I I I� I I I i i ; , ; I MACMNE ROOM �* t 1 ! 1 - -- tv; '.'�t',c°f-�l , �"'X' q', t . ,•.,: Y�'�1 X '-- 'i �` % I \ t I 1 -- .j I Ee I I ✓ I _-1013 - % _ '1�----� I a X� ( - xx' ,r < .9 r ` r. >� ; MEZZANINE #1 FRAMING PLAN 1862' MEMBERS 7�" 11'-5j„ 17' 0, 6„ 801 4 ,_4 W-411 ----------- J- 1 21 31 JOIST -11 - , 8x 2. 5x 14�ga G Fy= .��5ksi 6„ -- - EB-i �, — EB-, EB—" 1 , .21 ,22, 31 EDGE BEAM W8x 10 — _ � _6„ I EB 21 EB- 32 EDGE BEAM C8x 11 . 5 `� ;' _ C—� J-1 -- J-1 C—_ J-21 J-� V;T - - -- -- r�ld rel d cv N � ----- EB- 3 5 EDGE BEAM W8x 13 o 4 01 O I aopq I m I m m I I m I i N v1 00 ,n N I '� m „�� 00 _ J 21 _ 5B- 1 ,2,21 ,22 SIDE BEAM W8x 10 - r ---- _ ---1 �— rJ'21 t!i � C -- Kipp � .'—' = `I o _- 00 I n 10'-7"- SB 23,31 SIDE BEAM W8x 10 `� 1 ti`1 �' G C) ES-1L \ / I aiI m w _ SB- 32 SIDE BEAM W8x 13_ _ MEZZANINE W , - ------- #2 FRAMING PLAN ^ S8-32) EXISTING MEZZ. C-1 ,2,21 ,22 COLUMN TS 4x 4x 3 /1671 )t (' - — - — — C-23,31 ,32,33 COLUMN TS 4x 4x 3/16 7EXISTING MEZZ. / MEZZANINE #3 FRAMING PLAN 16'-34" I ~ EB- EB- ---- -- - 00 Ln SB- ;B-- MEZZANINE #1 ELEVATION 1 U Q I CJ 00 EB- r il� `O U I U U I I I co 4' U U U ';' MEZZANINE #2 ELEVATION I 00 MEZZANINE #3 ELEVATION t DECK -� 1/4">.6'->b" CLIP 4 PErcrEI�IUICULrH?Lr) 2) 1/2'0 GRADE 5 3/8"x6"x6" CLIP TO JOISTS BOLTS - a" oc (2) 5/8"0 GRADE 5 �OLTS - 4" o 0 0 SB- OR SB- SB- ® ® BEAM ® m I1/8 T7— `? 1/2"x4"x11" END PL L2" (4) 1/2"0 GRADE 5 BOLTS 3/16 �- OB J— / SB— CONN OSB— / EB— CONN NOTES_: ., � 1 1 /4" S C,NED OA BEAM/COLUMN CONNECTION 1 . ) DESIGNED PER 19�-'7 UBC _ 4n PIPE GUARDRAIL 125 FSF LIVE LOAD POST ® 6'oc MAX UNLESS NOTED - SEISMIC ZONE 3 Ca=0.36 1/g 1/4x 4x 4 BASEPL (4) 3/8"0 GRD 5 C-3000 PSI CONCRETE SLAB ON 1500 PSF BOLTS 03"oc EW 0 C- BEAM BASIC ALLOWABLE: SOIL BEARING PRESSURE �., TS2x2x. 8� 6'oc MAX 0 � STEEL BEAM —� 2" I BASEPLATE 1 4 / 3. ) ANCHORS TO BE 1.11LT1 KB—II OR EQUAL 3.5" EMBEDMENT ,ELow 6" 8" 1/2"0 ANCHORS � � 3 8 ' STIFF BS _ (4) 1/2"0 C_ PER ICBO REPORT# 4627 w/o SPECIAL INSPECTION ANCHORS I .. e ° � 4'� FORMED p 01 .p ,. -- ICr-- 4. ) ALL STEEL TO BE A.36 l,)r,ILESS NOTED - �--- KICK PLATT WIDE FLANGE BEAMS & CONN PI 's Fy = 50 ksi � � L_ 6"— —, 6" CONCRETE �— �1/2 x5 x10 CAP PL COLUMNS Fy = 46 ksi S e NGRADE3 16 J GUARDRAIL PC�S1" BASE CONN PLAN VIEW 0 / I (4) 5/8 0 GRADE 5 BOLTS ALL 'WELDS TO BE PER AWS w/ E70xx ELECTRODES . �. C7' SB, EB—C— BASE ELEV. 0. o PRo,�F� ALL BOLTS TO B�: GRADE 5 UNLESS NOTED .�,,,'� I N TY OF T1G.:RD r`,\� t�V FF• �•7f. C-1 ,2 BASE PLAN F w/ WASHERS ON BEAM CONNECTIONS -- , w BEAM COL CONN ., ,prcr�©:...................................f 1 /2x 8 X 8 "�. ;�_� �orionly they Approved�0 f1 119 i BASEPLATE C� C-23 5. ) DECK TO BE 1 4' MASONI TE OVER 1 2" PLYWOOD OVER faE4MITtvr, C iT ,�• . O '�N / Sne i.ot!e t•>:: ol�. /2 x 20ga g DECK LAID PERPENDICULAR TO JOISTS GUARDRAIL CONN JobAcidra3l;: ( �?1e"`;� EB-32 #12 TEKS Cg 12"oc TO ALL BEAMS & JOISTS �� � '� v J. `�\�- sy' � _ pato; RFV. rDATE DESCRIPTION — DRAWN: APP` DISTRIBUTED BY: pp� EQUIPMENT ROUNDUP . .( \ (3) SIDES v C_32 3/1a ' AND MANUFACTURING ' ENGINEERED PRODUCTS �-) - TIJKWILLA, WA 00 hltP:1AVWW.#qu1Pmfnt-F0UFW .com 1100 NE IMM VANCOUVER,WA.MAS! 19/31 N.ANTHEM 9PRfW8•ANTHEM,AZ 04027 L PNONE(2A0)IMI171 • Pax (W)SM1201 PHONE(R02)W1-4240• Pox (1M)3614M ESIGNED BY; CUSTOMER-.— AW1J Y: NORDSTPOM L3x3x1/4x 4' -- 3-6-03 �-(4)1/2', GRD 5 BOLTS L. KOWALSKI 3-6-"03 TIGARD, OR BUP2003-00173 '2 9. 8•oc — � NECKED BY: JJJIII � Washington Sq-Rd. 9700 ✓ �� �j EB-32/C-32 PPROVED BY: —. 3 of 3 J �7 PLATFORM FRAMING PLAN SCALE: SIZE SHEET 01 OF JOB No.: DRAWING No.: C� I NAME: 203064 20306 4 5001 NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III III III I I ! 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